20250529APPLICATION.pdf

DEVELOPMENT REAL PROPERTY ZONINC
CLARK
WARDLE
RECEIVED
SSW-W-25-01 May 29, 2025
IDAHO PUBLIC
UTILITIES COMMISSION
T.Hethe Clark
[phone]
[e-mail]
Via Hand Delivery
May 29, 2025
Idaho Public Utilities Commission
Attn:Travis Culbertson,Auditor 3
11331 W. Chinden Blvd.
Building 8, Suite 201-A
Boise, Idaho 83714
Re: Application for Certificate of Convenience and Necessity and Interim Rate-Setting
Applicant: Intermountain Sewer and Water,Corp.
Service Area: Mayfield Springs Planned Community(Elmore County, Idaho)
Dear Mr. Culbertson:
Thank you for your time in discussing our efforts to develop a public drinking water system to serve the
Mayfield Springs Planned Community in Elmore County, Idaho(the "Project"and the"Service Area"). The
Applicant for the present Certificate of Convenience and Necessity (this "Application") is Intermountain
Sewer and Water Corp. (the "Applicant").
Because the Project is a new planned community with no current residents, we are proposing that the
Commission follow Modified Procedure pursuant to Rules 201 through 204.
Application materials and supporting documents are attached. We look forward to working with Staff to
refine this application as needed. We will update or refine materials as required in order to facilitate an
expedited and efficient process.
Please feel free to reach out with any questions.
Sincerely,
,Zt c
T. Hethe Clark
T:208.388.1000 251 E Front St.Suite 310
F:208.388.1001 PO Box 639
clarkwardle.com Boise ID 83701

1. Introductory Materials.......................................................................................................1
(a) Cover Letter - CPCN Application.................................................................................1
(b) Application for CPCN...................................................................................................2
2. Corporate Information......................................................................................................6
(a) Intermountain Sewer & Water Summary Letter...........................................................7
(b) Articles of Incorporation - Intermountain Sewer and Water, Corp...............................8
(c) Bylaws - Intermountain Sewer and Water, Corp........................................................11
(d) Certificate of Good Standing - Intermountain Sewer and Water, Corp......................31
3. Geographical Map & Legal Description..........................................................................33
(a) Map of Proposed Service Area..................................................................................34
(b) Legal Description of Proposed Service Area.............................................................35
4. Water System Map.........................................................................................................36
(a) Map of Water System................................................................................................37
5. IDEQ Water System Approval Letters............................................................................38
(a) Mayfield Springs Planned Community - Water System - Well 1 Wellhouse PER
ApprovalLetter................................................................................................................39
(b) Mayfield Springs Planned Community - Water System - Booster, Reservoir, Well 2
Wellhouse PER Approval Letter......................................................................................40
(c) Mayfield Springs Planned Community - Water System - Well 3 - WCRWellhouse
PERApproval Letter.......................................................................................................41
(d) Mayfield Springs Planned Community - Mayfield Springs Subdivision No. 1 -
Approval Stamped Plan Cover Sheet.............................................................................43
(e) Mayfield Springs Planned Community - Mayfield Springs Subdivision No. 1 - Plan
ApprovalLetter - signed..................................................................................................44
(f) Mayfield Springs Planned Community - Water System - Backbone Facility
(Wellhouse, Booster, Reservoir) Plan Approval Letter....................................................47
(g) Domestic Water System - TFM..................................................................................49
6. Water Right Licenses or Permits..................................................................................176
(a) Water Right Licenses or Permits.............................................................................177
7. Certified Water Operator Details............. ..................... .179
...... .........................................
(a) Certified Water Operator Details..............................................................................180
8. Financial Information....................................................................................................181

(a) PUC - Balance Sheet (Preliminary) as of April 30, 2025.........................................182
(b) PUC - Plant Assets and Depreciation......................................................................183
9. Facility Plan..................................................................................................................184
(a) Approved Domestic Water Facility Plan..................................................................185
10. Description of the Water System................................................................................398
(a) PUC Mayfield Water System Summary Letter.........................................................399
11. Description of Major Equipment.................................................................................401
(a) Description of Major Equipment...............................................................................402
12. Monthly Metered Amount of Water Pumped from Each Water Source......................403
(a) Monthly Metered Water Amount..............................................................................404
13. Customer Complaints.................................................................................................405
(a) Mayfield PUC — Customer Complaints....................................................................406
14. Water System Connections........................................................................................407
(a) Water System Connections.....................................................................................408
15. PUC Rate and Tariff Structure (Proposed).......................... ................409
......................
(a) PUC - Rate Structure Data......................................................................................410
(b) PUC Rate and Tariff Structure.................................................................................411
(c) 11 b IPUC Model Uniform Main Extension...............................................................423
16. Additional Charges and Fees.....................................................................................429
(a) Additional Charges and Fees (Proposed)................................................................430
17. Tri-Fold Annual Rules Summary (DRAFT).................................................................431
18. CPCN Notice..............................................................................................................434
(a) Notice to Water Users..............................................................................................435
19. Sample Documents....................................................................................................436
(a) PUC - Water Invoice Sample...................................................................................437
(b) Initial Notice of Termination (DRAFT)......................................................................438
(c) Final Notice of Termination (DRAFT).......................................................................439

T. Hethe Clark, ISB No. 7265
CLARK WARDLE LLP
251 E. Front Street, Suite 310
P.O. Box 639
Boise, Idaho 83701
Telephone: [phone]
Email: [e-mail]
Attorneys for Intermountain Sewer and Water, Corp.
BEFORE THE IDAHO PUBLIC UTILITIES COMMISSION
APPLICATION OF INTERMOUNTAIN ISW-w-25-01
SEWER AND WATER, CORP. FOR THE Case No.
ISSUANCE OF A CERTIFICATE OF
PUBLIC CONVENIENCE AND INTERMOUNTAIN SEWER AND WATER,
NECESSITY CORP. APPLICATION FOR ISSUANCE OF
ANEW CERTIFICATE OF PUBLIC
CONVENIENCE AND NECESSITY
In accordance with Idaho Code Section 61-526 and Idaho Public Utilities Commission
("IPUC") Rule of Procedure 31.01.01.111, Intermountain Sewer and Water, Corp. ("ISWC")
requests a Certificate of Public Convenience and Necessity ("CPCN") authorizing service to the
areas identified in the present application materials (the "Application").
ISWC requests that the Application be processed by modified procedure.
All notices with regard to this application should be served upon the undersigned and upon
ISWC at the following address:
P.O. Box 344
Meridian, Idaho 83680
Email: larry(awe stparkco.com
INTERMOUNTAIN SEWER AND WATER,CORP.APPLICATION FOR CPCN—Page 1
4935-6058-8359,v. 1
2

INTRODUCTION AND PROCEDURAL HISTORY
I. ISWC is an Idaho corporation and will be the entity responsible for the ownership
and operation of water facilities(including well and distribution facilities)(collectively,the"Water
System") that will provide water service in and around the Mayfield Spring Planned Community
in Elmore County,Idaho(the"Project"). Corporate information associated with ISWC is attached
under Tab 2.
2. It is ISWC's intention to operate the Water System in accordance with Idaho Code
and in the public interest, including controls of the amount that may be charged for service in
connection with the Water System.
3. The Project is a new planned community that is currently being developed and does
not presently have residents. The Project is the currently identified Service Area and is depicted
in Tab 3.
4. The Water System has been built in accordance with all applicable regulations
associated with public drinking water systems, including review by Idaho Department of
Environmental Quality (IDEA). Information associated with the design of the Water System is
attached under Tabs 4, 9, 10, 11, and 14. IDEQ approval letters are included under Tab 5. Water
right licenses and permits are included under Tab 6.
5. Valley Hydro,Inc.will operate the Water System and is currently licensed. License
numbers and additional background information is included under Tab 7.
6. ISWC has the financial resources to appropriately operate and provide sufficient
working capital so that the Water System can be operated safely and appropriately. Financial
information associated with ISWC is attached under Tab 8.
INTERMOUNTAIN SEWER AND WATER,CORP.APPLICATION FOR CPCN—Page 2
4935-6058-8359,v. 1
3

COMMISSION PROCESS AND REQUESTS
7. ISWC is requesting that the CPCN be issued. Anticipated rate structures are
included; however, there are no current customers and, accordingly, ISWC is requesting
permission to charge an interim rate based upon the calculations identified under Tabs 15 and 16.
MODIFIED PROCEDURE
8. ISWC believes a hearing is not necessary to consider the issues presented in this
Application and requests that it be processed by modified procedure, using written submission
rather than a hearing, under the Commission's Rules of Procedure 201 through 210.
REQUESTS FROM IPUC COMMISSION
ISWC respectfully requests that the IPUC Commission enter an order, as follows:
1. Authorizing this application to be processed by modified procedure;
2. Granting a CPCN to ISWC that will authorizes service to the Service Area;
3. Allowing for an interim rate based upon the calculations identified herein; and
4. Granting such other relief as the IPUC deems just and reasonable.
DATED this 291h day of May 2025.
CLARK WARDLE LLP
T. Hethe Clark, ISB No. 7265
Attorneys for Intermountain Sewer and Water, Corp.
INTERMOUNTAIN SEWER AND WATER,CORP.APPLICATION FOR CPCN—Page 3
4935-6058-8359,v. 1
4

CERTIFICATE OF SERVICE
I HEREBY CERTIFY that on May 29,2025,I caused to be served a true and accurate copy
of the foregoing INTERMOUNTAIN SEWER AND WATER, CORP. APPLICATION FOR
ISSUANCE OF ANEW CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY with
accompanying materials by the method indicated below, and addressed to each of the following:
Commission Staff ❑ U.S. Mail, Postage Prepaid
Commission Secretary 0 Hand Delivered
Idaho Public Utilities Commission ❑ Overnight Mail
11331 W. Chinden Blvd., Bldg. 8, Suite 201-A 0 E-mail
Boise, Idaho 83714 ❑ Facsimile
secreta uc.idaho. ov
DATED this 29th day of May 2025.
T. Hethe Clark, ISB No. 7265
INTERMOUNTAIN SEWER AND WATER,CORP.APPLICATION FOR CPCN—Page 4
4935-6058-8359,v. 1
5

Intermountain Sewer and Water, Corp.
Application for Certificate of Convenience and Necessity
Corporate
Information
F1
Intermountain Sewer and Water,Corp. -Application for CCN -Corporate Information
4873-2734-7453,v. 1.1
6

Business Entity Details for CPCN Application
1. Name and Address:
Intermountain Sewer&Water, Corp.
P.O. Box 344
Meridian, ID 83680-0344
2. State of Organization: Idaho
3. Business Type: General Business Corporation
4886-4906-6996,v. 1
7

FILED EFFECTIVE
ARTICLES OF INCORPORATION
OF
4n�E
INTERMOUNTAIN SEWER & WATER, CORiir-
1. Name. The name of the corporation is Intermountain Sewer & Water, Corp. (the
"Corporation").
2. Authorized shares. The aggregate number of shares the Corporation is authorized
to issue shall be One Thousand (1,000), all of which shall be common voting stock.
3. Registered office and agent. The registered office of the Corporation is 660 E.
Franklin Road, Suite 240, Meridian, Idaho 83642, and its registered agent at that address is
Gregory B. Johnson.
4. Incoryorator. The name of the incorporator is Michael T. Spink, and the
incorporator's address is 251 E. Front Street, Suite 200, Boise, Idaho 83702.
5. Term of Existence. The term of existence of the Corporation is and shall be
perpetual.
6. Voting Entitlement of Shares.
(1) Except as provided in sections (2) and (4)of this Article, each outstanding
share, regardless of class, is entitled to one (1) vote on each matter voted on at a shareholders'
meeting. Only shares are entitled to vote.
(2) The Corporation is not entitled to vote treasury shares. The shares of the
Corporation are not entitled to vote if they are owned, directly or indirectly, by a second
corporation, domestic or foreign, and the Corporation owns, directly or indirectly, a majority of
the shares entitled to vote for directors of the second corporation.
(3) Section (2) of this Article does not limit the power of the Corporation to
vote any share, including its own shares, held by it in a fiduciary capacity.
(4) Redeemable shares are not entitled to vote after notice of redemption is
mailed to the holders and a sum sufficient to redeem the shares has been deposited with a bank,
trust company, or other financial institution under an irrevocable obligation to pay the holders the
redemption price on surrender of the shares.
IDAHO SECRETARY OF STATE
ea/11/2005 05e8O
CK: tame CT: 39366 BH: 9415764
1 E 18e.BB = 186.66 CORP D 4
1 g 28.98 = E2.98 EXPEDITE C D 5
ARTICLES OF INCORPORATION - 1 C—
8

7. Corporate Purpose. The purpose for which the Corporation is organized is the
transaction of any and all lawful business for which corporations may be incorporated under the
Idaho Business Corporation Act.
8. Board of Directors. All corporate powers shall be exercised by or under the
authority of, and the business and affairs of the Corporation managed under the direction of, its
board of directors, subject to any limitation set forth in a shareholder agreement authorized under
Idaho Code § 30-1-732. The number of directors constituting the initial board of directors shall
be three(3), and the names and addresses of the persons to serve as directors until the first annual
meeting of shareholders,or until their successors are elected and qualified, are:
Name Address
Gregory B_ Johnson 660 E. Franklin Road, Suite 240
Meridian,ID 83642
Heidi Johnson 660 E. Franklin Road, Suite 240
Meridian,ID 83642
Abram Neider 660 E. Franklin Road, Suite 240
Meridian, ID 83642
9. Votiniz. Each outstanding share entitled to vote shall be entitled to one (1) vote on
each matter submitted to a vote at a meeting of shareholders. Shareholders do not have the right
to cumulate their votes for directors.
10. Terms of Classes or Series of Shares Determined by Board. The board of
directors may determine, in whole or in part, the preferences, limitations and relative rights,
within the limits of Idaho Code § 30-1-601, of(a) any class of shares before the issuance of any
shares of that class or(b) one(1) or more series within a class before the issuance of any shares
of that series. Each series must have preferences,limitations and relative rights identical with
those of other shares of the same series and, except to the extent otherwise provided in the
description of the series,with those of other series of the same class. Before issuing any shares
of a class or series created under this section, the Corporation shall deliver to the Idaho Secretary
of State for filing articles of amendment,which are effective without shareholder action, that set
forth the information required by Idaho Code § 30-1-602.
11. Preemptive Rights. The Corporation elects to have preemptive rights.
12. Indemnification. The Corporation shall indemnify the directors and officers of the
Corporation to the fullest extent permitted by the Idaho Business Corporation Act, as the same
exists or may hereafter by amended(but, in the case of any such amendment, only to the extent
that such amendment permits the Corporation to provide broader indemnification rights than the
Idaho Business Corporation Act permitted the Corporation to provide prior to such amendment).
ARTICLES OF INCORPORATION-2
9

13. Limitation of Liability. No director shall be liable to the Corporation or its
stockholders for monetary damages for breach of fiduciary duty except liability for: (i) the
amount of a financial benefit received by a director to which he is not entitled; (ii) an intentional
infliction of harm on the Corporation or the shareholders; (iii) a violation of Idaho Code § 30-1-
833; or(iv) an intentional violation of criminal law.
1N WITNESS WHEREOF, I have subscribed these Articles of Incorporation this 111h day
of August, 2005.
Michael T. Spink, In orator
ARTICLES OF INCORPORATION-3
10

BYLAWS
OF
INTERMOUNTAIN SEWER & WATER, CORP.
ARTICLE I
OFFICES
Section 1.1 Registered Office. The registered office of Intermountain Sewer &
Water, Corp. (the "Corporation") may, but need not, be the same as any of its principal places of
business in the State of Idaho. In any case, the Corporation's registered office shall be the
business office of the registered agent. The address of the registered office may be changed from
time to time by the Board of Directors or the President of the Corporation.
Section 1.2 Principal Office; Other Offices. The Corporation may also have and
maintain an office or principal place of business at 660 E. Franklin Road, Suite 240, Meridian,
Idaho 83642, or at such other place as may be fixed by the Board of Directors, and may also
have offices at such other places, both within and without the State of Idaho, as the Board of
Directors may from time to time determine or the business of the Corporation may require.
ARTICLE II
CORPORATE SEAL
Section 2.1 Corporate Seal. The Corporation may have a corporate seal, which may
be altered at will by the Board of Directors. The seal may be used by causing it or a facsimile
thereof to be impressed or affixed or in any other manner reproduced.
ARTICLE III
SHAREHOLDERS' MEETINGS
Section 3.1 Place of Meetinss. The Board of Directors may designate any place,
either within or without the State of Idaho, as the place of meeting for any annual meeting or for
any special meeting of shareholders called by or at the direction of the Board of Directors. A
waiver of notice signed by all shareholders entitled to vote at a meeting may designate any place,
either within or without the State of Idaho, as the place for the holding of such meeting. If no
place is designated by the Board of Directors, or if a special meeting be called otherwise than by
or at the direction of the Board of Directors, the place of meeting shall be the principal office of
the Corporation.
BYLAWS- 1
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11

Section 3.2 Annual Meetinas The annual meeting of the shareholders of the
Corporation shall be held on the third Thursday in the month of April in each year at the hour of
10:00 a.m., or on such other date and at such other time which may from time to time be
designated by the Board of Directors, for the purpose of electing directors and for the transaction
of such other business as may properly come before the meeting. The failure to hold an annual
meeting at the time stated or otherwise designated as provided herein shall not affect the validity
of any corporate action.
Section 3.3 Special Meetings. Special meetings of the shareholders of the
Corporation may be called at any time, for any purpose or purposes, by the Board of Directors or
the president of the Corporation or by the holders of at least twenty percent (20%) of the votes
entitled to be cast on any issue proposed to be considered at the meeting (provided that such
holders sign, date and deliver to the Corporation's secretary one or more written demands for the
meeting describing the purpose(s) for which it is to be held).
Section 3.4 Notice of Meetings. The Corporation shall notify shareholders of the
date, time and place of each annual and special shareholders' meeting and, in case of a special
meeting, a description of the purpose or purposes for which the meeting is called, no fewer than
ten (10) nor more than sixty (60) days before the meeting date. Only business within the
purpose(s) described in the special meeting notice may be conducted at such special meeting.
Section 3.5 Waiver of Notice. Notice of any meeting of shareholders may be waived
in writing, signed by the person entitled to notice thereof and delivered to the Corporation for
inclusion in the corporate minutes or filing with the corporate records, either before or after the
date and time stated in the notice, and, absent objection made in accordance with the Idaho
Business Corporation Act("IBCA"), will be waived by any shareholder by his attendance thereat
in person or by proxy. Any shareholder so waiving notice of such meeting shall be bound by the
proceedings of any such meeting in all respects as if due notice hereof had been given.
Section 3.6 Ouorurn. Unless the IBCA or the Articles of Incorporation impose a
greater requirement, a majority of the votes, represented in person or by proxy, entitled to be cast
on a matter shall constitute a quorum of that voting group for action on that matter. Once a share
is represented for any purpose at a meeting, it is deemed present for quorum purposes for the
remainder of the meeting and any adjournment thereof unless a new record date is or must be set
for that adjourned meeting.
Section 3.7 Ad.iournment and Notice of Adjourned Meetings. Any meeting of
shareholders at which a quorum is present, whether annual or special, may be adjourned from
time to time by the vote of a majority of the votes entitled to be cast at the meeting. If an annual
or special shareholders' meeting is adjourned to a different date, time or place, notice need not be
given of the new date, time or place if the new date, time or place is announced at the meeting
before adjournment. At the adjourned meeting the Corporation may transact any business which
might have been transacted at the original meeting.
BYLAWS-2
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12

Section 3.8 Proxies. At all meetings of shareholders, a shareholder may vote either in
person or by proxy. A shareholder may appoint a proxy to vote or otherwise act for him by
signing an appointment form, either personally or by his attorney-in-fact. An appointment of
proxy is effective upon receipt, before or at the time of the meeting, by the secretary of the
Corporation or other officer or agent authorized to tabulate votes.
Section 3.9 Votine Rijzhts (Non-cumulative Voting). Only shares are entitled to
vote. Except as otherwise provided by law, only persons in whose names shares stand on the
stock records of the Corporation on the record date, as provided in Sections 3.11 and 7.4 of these
Bylaws, shall be entitled to vote on any matter. Unless the Articles of Incorporation provide
otherwise, each outstanding share, regardless of class, is entitled to one (1) vote on each matter
voted on at a shareholders' meeting. If a quorum exists, action on a matter, other than the
election of directors, by a voting group is approved if the votes cast within the voting group
favoring the action exceed the votes cast opposing the action, unless the Articles of Incorporation
or the IBCA require a greater number of affirmative votes. Unless otherwise provided in the
Articles of Incorporation, directors are elected by a plurality of the votes cast by the shares
entitled to vote in the election at a meeting at which a quorum is present. Shareholders shall
have no right to cumulate their votes for directors. (Idaho Code §30-1-721(1), §30-1-725(3) and
§30-1-728(1), (2)).
Section 3.10 Corporation's Acceptance of Votes .
(1) If the name signed on a vote, consent, waiver or proxy appointment corresponds
to the name of a shareholder, the Corporation, if acting in good faith, is entitled to accept the
vote, consent, waiver or proxy appointment and give it effect as the act of the shareholder.
(1) If the name signed on a vote, consent, waiver, or proxy appointment does not
correspond to the name of its shareholder, the Corporation if acting in good faith is nevertheless
entitled to accept the vote, consent, waiver, or proxy appointment and give it effect as the act of
the shareholder if so entitled by provisions of the IBCA.
(2) The Corporation is entitled to reject a vote, consent, waiver or proxy appointment
if the secretary or other officer or agent authorized to tabulate votes, acting in good faith, has
reasonable basis for doubt about the validity of the signature on it or about the signatory's
authority to sign for the shareholder.
(3) The Corporation is not entitled to vote treasury shares. Absent special
circumstances, the Corporation's shares are not entitled to vote if they are owned, directly or
indirectly, by a second corporation, domestic or foreign, and if the Corporation owns, directly or
indirectly, a majority of the shares entitled to vote for directors of the second corporation;
provided, however, that this provision does not limit the power of the Corporation to vote any
shares, including its own shares, held by it in a fiduciary capacity.
BYLAWS-3
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Section 3.11 List of Shareholders. After fixing a record date for a meeting, the
Corporation shall prepare an alphabetical list of the names of all its shareholders who are entitled
to notice of such meeting. The shareholders' list must show the address and number of shares
registered in the name of each shareholder and be available for inspection by any shareholder, at
least ten (10) days before the meeting for which the list was prepared and continuing through the
meeting, at the Corporation's principal office or at a place identified in the meeting notice in the
city where the meeting will be held. A shareholder, his agent or his attorney is entitled on
written demand to inspect and, subject to the requirements of Idaho Code §30-1-1602(3), to copy
the list, during regular business hours and at his expense, during the period it is available for
inspection. The Corporation shall make the shareholders' list available at the meeting; and any
shareholder, his agent or his attorney is entitled to inspect the list at any time during the meeting
or any adjournment. Refusal or failure to prepare or make available the shareholders list does
not affect the validity of action taken at the meeting.
Section 3.12 Conduct of Meeting At every meeting of shareholders, the Chairman of
the Board of Directors, or, if a Chairman has not been appointed or is absent, the president, or, if
the president is absent, the most senior vice president present, or in the absence of any such
officer, a chairman of the meeting chosen by a majority in interest of the shareholders entitled to
vote, present in person or by proxy, shall act as chairman. The secretary or, in his absence, an
assistant secretary directed to do so by the president, shall act as secretary of the meeting.
Section 3.13 Action Without Meeting. Action required or permitted by IBCA to be
taken at a shareholders' meeting may be taken without a meeting if the action is taken by all the
shareholders entitled to vote on the action. The action must be evidenced by one (1) or more
written consents describing the action taken, signed by all the shareholders entitled to vote on the
action, and delivered to the Corporation for inclusion in the minutes or filing with the corporate
records. A consent signed under this Section has the effect of a meeting vote, and may be
described as such in any document.
ARTICLE IV
DIRECTORS
Section 4.1 Powers. All corporate powers shall be exercised by and under the
authority, and the business and affairs of the Corporation shall be managed under the direction,
of the Board of Directors, subject to any limitations set forth in the Articles of Incorporation or
any shareholder agreement authorized under the IBCA.
Section 4.2 Variable Ran a-Size Board,• Oualifications. The number of directors
presently authorized is three (3). The authorized number of directors of the Corporation may
range between one (1) and three (3), and may be fixed or changed from time to time, within the
minimum and maximum, by the shareholders or the Board of Directors. After shares are issued,
only the shareholders may change the range for the size of the Board, or change from a variable-
BYLAWS 4
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14

range size Board to a fixed size Board. No decrease in the number of directors constituting the
Board of Directors shall shorten the term of any incumbent director. A director need not be a
resident of the State of Idaho or a shareholder of the Corporation unless so required by the
Articles of Incorporation. If, for any cause, the directors shall not have been elected at an annual
meeting, they may be elected as soon thereafter as convenient at a special meeting of the
shareholders called for that purpose in the manner provided by law or in these Bylaws.
Section 4.3 Term. The terms of the initial directors shall expire at the first
shareholders meeting at which directors are elected. Directors are elected at the first annual
meeting of shareholders and at each annual meeting thereafter. Each director shall serve until the
next annual meeting of shareholders and thereafter, despite the expiration of his term, until his
successor is duly elected and qualifies, or until there is a decrease in the number of directors, or
until his earlier death, resignation or removal.
Section 4.4 Resignation. A director may resign at any time by delivering written
notice to the Board of Directors, its chairman or the Corporation.
Section 4.5 Removal. The shareholders may remove one(1) or more directors with or
without cause unless the Articles of Incorporation provide that directors may be removed only
for cause. If cumulative voting is authorized, a director may not be removed if the number of
votes sufficient to elect him under cumulative voting is voted against his removal. If cumulative
voting is not authorized, a director may be removed only if the number of votes cast to remove
him exceeds the number of votes cast not to remove him. A director may be removed by the
shareholders only at a meeting called for the purpose of removing him; and the meeting notice
must state that the purposes, or one of the purposes, of the meeting is removal of the director.
Section 4.6 Newly Created Directorships and Vacancies. Unless the Articles of
Incorporation provide otherwise, newly created directorships resulting from any increase in the
number of directors and any vacancies on the Board of Directors resulting from death,
resignation, disqualification, removal or other cause may be filled by the affirmative vote of a
majority of the remaining directors then in office even if they constitute fewer than a quorum of
the authorized Board of Directors, or may be filled by the shareholders. A director elected to fill
a vacancy shall be elected for the unexpired term of his predecessor in office.
Section 4.7 Meetings.
(1) Annual Meetings. The annual meeting of the Board of Directors shall be held
immediately after the annual meeting of shareholders and at the place where such meeting is
held. No notice of an annual meeting of the Board of Directors shall be necessary; and such
meeting shall be held for the purpose of electing officers and transacting such other business as
may lawfully come before it.
BYLAWS-5
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(2) Place of Meetings. Regular and special meetings of the Board of Directors, or of
any committee designated by the Board, may be held at any place within or without the State of
Idaho.
(3) Telephone Meetings. Unless the Articles of Incorporation provide otherwise,
any member of the Board of Directors, or of any committee thereof, may participate in a regular
or special meeting by, or conduct the meeting through the uses of, any means of conference
telephone or similar communications equipment by which all directors participating in the
meeting may simultaneously hear each other during the meeting. A director participating in a
meeting by such means is deemed to be present in person at such meeting.
(4) Notice of Meetings. Notice of the date, time and place of any regular or special
meeting of the Board of Directors shall be delivered at least seven (7) days prior to the meeting,
provided that the Board of Directors may provide, by resolution, the date, time and place, either
within or without the State of Idaho, for the holding of regular meetings without notice other
than such resolution. Neither the business to be transacted at, nor the purpose(s) of, any regular
or special meeting of the Board of Directors, need be specified in the notice or waiver of notice
of such meeting.
(5) Waiver of Notice. A director may waive any notice required by the IBCA, the
Articles of Incorporation or these Bylaws at any time before or after the date and time stated in
the notice. Except as otherwise provided below in this Section 4.7(5), such waiver must be
signed by the director and filed with the minutes or corporate records. The attendance of a
director at or participation in a meeting shall constitute a waiver of notice of such meeting unless
the director, at the beginning of the meeting, or promptly upon his arrival, objects to holding the
meeting or transacting any business at the meeting and does not thereafter vote for or assent to
any action taken at the meeting.
Section 4.8 Ouorurn and Voting.
(1) Quorum. Unless the Articles of Incorporation or these Bylaws require a greater
number or unless otherwise specifically provided by the IBCA, a quorum of the Board of
Directors consists of(a) a majority of the fixed number of directors if the Corporation has a fixed
board size or (b) a majority of the number of directors prescribed, or if no number is prescribed
the number in office immediately before the meeting begins, if the Corporation has a variable-
range size board.
(2) Maoority Vote. If a quorum is present when a vote is taken, the affirmative vote
of the majority of the directors present shall be the act of the Board of Directors, unless the
Articles of Incorporation or these Bylaws require the vote of a greater number of directors.
(3) Deemed Assent. A director of the Corporation who is present at a meeting of the
Board of Directors (or any committee thereof) at which action on any corporate matter is taken is
deemed to have assented to the action taken unless: (1) he objects at the beginning of the
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meeting, or promptly upon his arrival, to holding it or transacting business at the meeting, (2) his
dissent or abstention from the action taken is entered in the minutes of the meeting, or (3) he
delivers written notice of his dissent or abstention to the presiding officer of the meeting before
its adjournment or to the Corporation immediately after the adjournment of the meeting. Such
right to dissent is not available to a director who voted in favor of the action taken.
Section 4.9 Action Without a Meeting, Unless otherwise provided by the Articles of
Incorporation, any action required or permitted by the IBCA to be taken at any meeting of the
Board of Directors or of any committee thereof may be taken without a meeting if the action is
taken by all members of the Board. The action must be evidenced by one or more written
consents describing the action taken, signed by each member of the Board of Directors or of the
committee, as the case may be, and included in the minutes or filed with the corporate records
reflecting the action taken.
Section 4.10 Fees and Compensation. Unless the Articles of Incorporation provide
otherwise, the Board of Directors may fix the compensation of directors.
Section 4.11 General Standards for Directors. A director shall discharge his duties
as director, including his duties as a member of any committee of the Board of Directors on
which he may serve, in good faith, with the care an ordinarily prudent person in a like position
would exercise under similar circumstances, and in a manner he reasonably believes to be in the
best interests of the Corporation. In discharging his duties, a director shall be entitled to rely on
information, opinions, reports or statements, including financial statements and other financial
data, if prepared or presented by:
(a) One (1) or more officers or employees of the Corporation whom the
director reasonably believes to be reliable and competent in the matters presented;
(b) Legal counsel, public accountants or other persons as to matters the
director reasonably believes are within such person's professional or expert competence;
or
(c) A committee of the Board of which he is not a member if the director
reasonably believes the committee merits confidence.
A director is not acting in good faith if he has knowledge concerning the matter in
question that makes such reliance otherwise permitted by this Section 4.11 unwarranted.
Section 4.12 Committees.
(1) Unless the Articles of Incorporation provide otherwise, the Board of Directors
may create one or more committees and appoint members of the Board of Directors to serve on
them. Each committee must have two or more members, each of whom shall serve at the
pleasure of the Board of Directors.
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(2) The creation of, delegation of authority to, or action by a committee does not
alone constitute compliance of a director with the standards of conduct described in the IBCA or
Section 4.11 of these Bylaws.
ARTICLE V
DIRECTOR CONFLICTS OF INTEREST
Section 5.1 Permissible Transactions. The Corporation may enter into a director's
conflict of interest transaction (as defined in the IBCA) if either directors' action or shareholders'
action respecting the transaction is taken at any time in compliance with Sections 5.2 or 5.3,
respectively.
Section 5.2 Directors' Action.
(1) For purposes of Section 5.1, directors' action respecting a transaction is effective
if the transaction received the affirmative vote of a majority, but no fewer than two (2), of those
qualified directors on the Board of Directors or on a duly empowered committee of the Board
who voted on the transaction after either required disclosure to them, to the extent the
information was not known by them, or compliance with subsection (2) of this Section; provided
that action by a committee is so effective only if:
(a) All its members are qualified directors; and
(b) Its members are either all the qualified directors on the Board, or are appointed by
the affirmative vote of a majority of the qualified directors on the Board.
(2) If a director has a conflicting interest respecting a transaction, but neither he nor a
related person of the director is a party to the transaction, and if the director has a duty under law
or professional canon, or a duty of confidentiality to another person, respecting information
relating to the transaction such that the director may not make the disclosure required by the
IBCA, then disclosure is sufficient for purposes of subsection(1)of this Section if the director:
(a) Discloses to the directors voting on the transaction on the existence and nature of
his conflicting interest and informs them of the character and limitations imposed by that
duty before their vote on the transaction, and
(b) Plays no part, directly or indirectly, in their deliberations or vote.
(3) A majority, but no fewer than two (2), of all the qualified directors on the Board
of Directors, or on the committee, constitutes a quorum for purposes of action that complies with
this Section. Directors' action that otherwise complies with this Section is not affected by the
presence or vote of a director who is not a qualified director.
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(4) For purposes of this Section, "qualified director" means, with respect to a
director's conflicting interest transaction, any director who does not have either:
(a) A conflicting interest respecting the transaction, or
(b) A familial, financial, professional or employment relationship with a second
director who does have a conflicting interest respecting the transaction, which
relationship would, in the circumstances, reasonably be expected to exert an influence on
the first director's judgment when voting on the transaction.
Section 5.3 Shareholders' Action.
(1) For purposes of Section 5.1, shareholders' action respecting a transaction is
effective if a majority of the votes entitled to be cast by the holders of all qualified shares were
cast in favor of the transaction after:
(a) Notice to shareholders describing the director's conflicting interest transaction,
(b) Provision of the information referenced in subsection(4) of this Section, and
(c) Required disclosure to the shareholders who voted on the transaction, to the
extent the information was not known by them.
(2) For purposes of this Section, "qualified shares" means any shares entitled to vote
with respect to the director's conflicting interest transaction except shares that, to the knowledge,
before the vote, of the secretary, or other officer or agent of the Corporation authorized to
tabulate votes, are beneficially owned, or the voting of which is controlled, by a director who has
a conflicting interest respecting the transaction or by a related person of the director or both.
(3) A majority of the votes entitled to be cast by the holders of all qualified shares
constitutes a quorum for purposes of action that complies with this Section. Subject to the
provisions of subsection (4) of this Section, shareholders' action that otherwise complies with
this Section is not affected by the presence of holders, or the voting, of shares that are not
qualified shares.
(4) For purposes of compliance with subsection (1) of this Section, a director who has
a conflicting interest respecting the transaction shall, before the shareholders' vote, inform the
secretary, or other office or agent of the Corporation authorized to tabulate votes, of the number,
and the identity of persons holding or controlling the vote, of all shares that the director knows
are beneficially owned, or the voting of which is controlled, by the director or by a related person
of the director or both.
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ARTICLE VI
OFFICERS
Section 6.1 Officers Desismated. The officers of the Corporation consist of a
president, a secretary and a treasurer, each of whom shall be appointed by the Board of
Directors. The Board of Directors or the President may appoint such other officers or assistant
officers as may be deemed necessary or desirable. The same individual may simultaneously hold
more than one office.
Section 6.2 Tenure and Duties of Officers.
(1) Term of Office. Each officer shall hold office at the pleasure of the Board of
Directors or until death, resignation or removal. If the office of any officer becomes vacant for
any reason, the vacancy may be filled by the Board of Directors.
(2) The President. The president shall be the principal executive officer of the
Corporation and, subject to the control of the Board of Directors, shall in general supervise and
control all of the business and affairs of the Corporation. If so authorized by the Board of
Directors, he may appoint such other officers or assistant officers as he deems appropriate to the
conduct of the Corporation's business. He shall, when present, preside at all meetings of the
shareholders and of the Board of Directors. He may sign, with the secretary or any other proper
officer of the Corporation thereunto authorized by the Board of Directors, certificates for shares
of the Corporation, any deeds, mortgages, bonds, contracts or other instruments which the Board
of Directors has authorized to be executed, except in cases where the signing and execution
thereof shall be expressly delegated by the Board of Directors or by these Bylaws to some other
officer or agent of the Corporation, or shall be required by law to be otherwise signed or
executed; and, in general, the president shall perform all duties commonly incident to the office
of president, and such other duties as may be prescribed by the Board of Directors from time to
time.
(3) The Vice President. In the absence of the president or in the event of his
removal, resignation, death or inability or refusal to act, the vice president (or in the event there
is more than one vice president, the vice presidents in the order designated at the time of their
election, or in the absence of any designation, then in the order of their election) shall perform
the duties of the president and, when so acting, shall have all the powers of and be subject to all
the restrictions upon the president. Any vice president may sign, with the secretary or an
assistant secretary, certificates for shares of the Corporation; and the vice president shall perform
other duties commonly incident to the office of vice president and such other duties as from time
to time may be assigned to him by the president or by the Board of Directors.
(4) The Secretary. The secretary shall: (i) attend all meetings, and keep the minutes
of the meetings and other proceedings of the shareholders and of the Board of Directors in one or
more books provided for that purpose; (ii) see that all notices are duly given in accordance with
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the provisions of these Bylaws or as required by law; (iii) be custodian of and responsible for
authentication of the corporate records, be custodian of the seal of the Corporation, and see that
seal of the Corporation is affixed to all documents the execution of which on behalf of the
Corporation under its seal is duly authorized; (iv) keep a register of the post office address of
each shareholder which shall be furnished to the secretary by such shareholder; (v) sign, with the
president, or a vice president, certificates for shares of the Corporation, the issuance of which
shall have been authorized by resolution of the Board of Directors; (vi) have general charge of
the stock transfer books of the Corporation; and (vii) in general, perform all duties commonly
incident to the office of secretary and such other duties as, from time to time, may be assigned to
him by the president or by the Board of Directors.
(5) The Treasurer. The treasurer shall: (i) have charge and custody of and be
responsible for all funds and securities of the Corporation; (ii) receive and give receipts for
monies due and payable to the Corporation from any source whatsoever, and deposit all such
monies in the name of the Corporation in such banks, trust companies or other depositories as
shall be selected in accordance with the provisions of Article VI of these Bylaws; and (iii) in
general, perform all of the duties commonly incident to the office of treasurer and such other
duties as from time to time may be assigned to him by the president or by the Board of Directors.
If required by the Board of Directors, the treasurer shall give a bond for the faithful discharge of
his duties in such sum, and with such surety or sureties, as the Board of Directors shall
determine.
(6) Assistant Secretaries and Assistant Treasurers. The assistant secretaries, when
authorized by the Board of Directors, may sign with the president or a vice president certificates
for shares of the Corporation, the issuance of which shall have been authorized by a resolution of
the Board of Directors. The assistant treasurers shall respectively, if required by the Board of
Directors, give bonds for the faithful discharge of their duties in such sums, and with such
sureties, as the Board of Directors shall determine. The assistant secretaries and treasurers, in
general, shall perform such duties as shall be assigned to them by the secretary or the treasurer,
or by the president or the Board of Directors.
Section 6.3 Resignations. Any officer may resign at any time by delivering written
notice to the Corporation. A resignation is effective when the notice is delivered unless the
notice specifies a later effective date, in which event the resignation shall become effective at
such later time. Unless otherwise specified in such notice, the acceptance of any such
resignation shall not be necessary to make it effective.
Section 6.4 Removal. The Board of Directors may remove any officer at any time
without or without cause.
Section 6.5 Contract Riehts. An officer's removal does not affect the officer's
contract rights, if any, with the Corporation. An officer's resignation does not affect the
Corporation's contracts, if any, with the officer.
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Section 6.6 Compensation. The compensation of the officers shall be fixed from time
to time by the Board of Directors. No officer shall be prevented from receiving such
compensation by reason of the fact that such officer is also a director of the Corporation.
Section 6.7 Standards of Conduct.
(1) An officer with discretionary authority shall discharge his duties under that
authority:
In good faith;
(a) With the care an ordinarily prudent person in a like position would exercise under
similar circumstances; and
(b) In a manner he reasonably believes to be in the best interests of the Corporation.
(2) In discharging his duties, an officer is entitled to rely on information, opinions,
reports or statements, including financial statements and other financial data, if prepared or
presented by:
(a) One or more officers or employees of the Corporation whom the officer
reasonably believes to be reliable and competent in the matters presented; or
(b) Legal counsel, public accountants or other persons as to matters the officer
reasonably believes are within the person's professional or expert competence.
(3) An officer is not acting in good faith if he has knowledge concerning the matter in
question that makes reliance otherwise permitted by subsection (2) of this Section unwarranted.
ARTICLE VII
SHARES OF STOCK AND OTHER SECURITIES
Section 7.1 Form and Execution of Certificates. Certificates representing shares of
the Corporation shall be in such form as shall be determined by the Board of Directors. At a
minimum, each share certificate must state on its face: (a) the name of the Corporation, and that
it is organized under the laws of the State of Idaho; (b) the name of the person to whom the
certificate is issued; and (c) the number and class of shares and the designation of the series, if
any, the certificate represents. If the Corporation is authorized to issue different classes of shares
or different series within a class, the designations, relative rights, preferences and limitations
determined for each series, and the authority of the Board of Directors to determine variations for
future series, must be summarized on the front or back of each certificate. Alternatively, each
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certificate may state conspicuously on its front or back that the Corporation will furnish the
shareholder this information on request in writing and without charge. Share certificates shall be
signed by the president or a vice president, and by the secretary or an assistant secretary, and
may be sealed with the corporate seal or a facsimile thereof. The signatures of such any officer
upon a share certificate may be a facsimile. If the person who signed, either manually or in
facsimile, a share certificate no longer holds office when the certificate is issued, the certificate is
nevertheless valid.
Section 7.2 Lost Certificates. The Corporation may issue a new share certificate in
place of any certificate theretofore issued by the Corporation alleged to have been lost, stolen,
destroyed or mutilated; and the Corporation may require the owner of such lost, stolen destroyed
or mutilated certificate, or his legal representative, to give the Corporation a bond sufficient to
indemnify it against any claim that may be made against the Corporation on account of the
alleged loss, theft, destruction or mutilation of any such certificate or the issuance of such new
certificate.
Section 7.3 Transfers. Each share certificate shall be consecutively numbered or
otherwise identified. The name and address of the person to whom the shares represented
thereby are issued, with the number of shares and date of issue, shall be entered on the stock
transfer books of the Corporation. Ali certificates surrendered to the Corporation for transfer
shall be cancelled; and, except as provided in Section 7.2 or as authorized by the Board of
Directors, no new certificate shall be issued until the former certificate for a like number of
shares shall have been surrendered and cancelled. Transfer of record of shares of stock of the
Corporation shall be made only on the stock transfer books of the Corporation by the holder of
record thereof or by his legal representative, who shall furnish proper evidence of authority to
transfer, or by his attorney thereunto authorized by power of attorney duly executed and filed
with the secretary of the Corporation, and (except as provided in Section 7.2) on surrender for
cancellation of a properly endorsed certificate or certificates for a like number of shares.
Section 7.4 Fixina Record Dates. In order that the Corporation may determine the
shareholders entitled to notice of or to vote at any meeting of shareholders or any adjournment
thereof, or to express consent to corporate action in writing without a meeting, or to receive
payment of any dividend or other distribution or allotment of any rights or to exercise any rights
in respect of any change, conversion or exchange of stock, or to demand a special meeting, or to
take any other action, the Board of Directors may fix a future date as a record date. A record
date may not be more than seventy (70) days before the meeting or action requiring a
determination of shareholders. A determination of shareholders entitled to notice of or to vote at
a shareholders' meeting is effective for any adjournment of the meeting, unless the Board of
Directors fixes a new record date, which it must do if the meeting is adjourned to a date more
than one hundred twenty (120) days after the date fixed for the original meeting.
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Section 7.5 Issuance,Transfer and Reldstration of Shares.
(1) The Board of Directors may authorize shares to be issued for consideration
consisting of any tangible or intangible property, including cash, promissory notes, services
performed or other securities of the Corporation.
(2) Before the Corporation issues shares, the Board of Directors must determine that
the consideration received or to be received for shares to be issued is adequate.
(3) The Corporation may place in escrow shares issued for a promissory note, or
make other arrangements to restrict the transfer of the shares, and may credit distributions in
respect of the shares against their purchase price until the note is paid. If the note is not paid, the
shares escrowed or restricted and the distributions credited may be canceled in whole or part.
(4) The Board of Directors may make such rules and regulations, not inconsistent
with law or with these Bylaws, as it may deem advisable concerning the issuance, transfer and
registration of certificates for shares of stock of the Corporation. The Board of Directors may
appoint a transfer agent or registrar of transfers, or both, and may require all certificates for
shares of the Corporation to bear the signature of either or both.
Section 7.6 Re 'stered Shareholders. The Corporation shall be entitled to recognize
the exclusive right of a person duly registered in its books as the owner of its shares to receive
dividends and to vote as such owner, to receive notice, and for all other purposes incident to
ownership of such shares, and shall not be bound to recognize any equitable or other claim to or
interest in such share or shares on the part of any other person whether or not it shall have
express or other notice thereof, except as otherwise provided by the laws of the State of Idaho.
ARTICLE VIII
EXECUTION OF CORPORATE INSTRUMENTS AND
VOTING OF SECURITIES OWNED BY THE CORPORATION
Section 8.1 Execution of Corporate Instruments. The Board of Directors may, in
its discretion, determine the method and designate the signatory officer or officers, or other
person or persons, to execute on behalf of the Corporation any corporate instrument or
document, or to sign the Corporation's name on behalf of the Corporation, or to enter into
contracts on behalf of the Corporation, except where otherwise provided by law or these Bylaws;
and such execution or signature shall be binding upon the Corporation. Authorization granted to
any person hereunder may be general or confined to specific instances.
Section 8.2 Loans. No loan shall be contracted on behalf of the Corporation, and no
evidence of indebtedness shall be issued in its name, unless authorized by resolution of the Board
of Directors. Such authorization may be general or confined to specific instances.
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Section 8.3 Deposits and Checks. All funds of the Corporation not otherwise
employed shall be deposited from time to time to the credit of the Corporation in such banks,
trust companies, securities brokerage firms or other depositories as the Board of Directors may
select. All checks and drafts drawn on banks or other depositories on funds to the credit of the
Corporation or in special accounts of the Corporation shall be signed by such person or persons
as the Board of Directors shall authorize to do so. Such authorization may be general or
confined to specific instances.
Section 8.4 Votintt of Securities Owned by the Corporation. All stock and other
securities of other corporations owned or held by the Corporation for itself, or for other parties in
any capacity, shall be voted, and all proxies with respect thereto shall be executed, by the person
authorized to do so by resolution of the Board of Directors, or, in the absence of such
authorization, by the president or any vice president.
ARTICLE IX
DIVIDENDS
Section 9.1 Declaration and Payment of Dividends. Dividends upon the capital
stock of the Corporation, subject to restriction by the Articles of Incorporation and the
limitations in Idaho Code §30-1-640(3), may be declared by the Board of Directors pursuant to
law at any regular or special meeting. Dividends may be paid by the Corporation in cash,
property or, subject to restriction by the Articles of Incorporation and the IBCA, shares of its
stock.
ARTICLE X
INDEMNIFICATION OF DIRECTORS AND OFFICERS
Section 10.1 Scope of Indemnification. The Corporation shall indemnify and advance
funds to or on behalf of the directors and officers of the Corporation to the fullest extent
permitted by the IBCA, as the same exists or may hereafter be amended (but, in the case of any
such amendment, only to the extent that such amendment permits the Corporation to provide
broader indemnification rights than the IBCA permitted the Corporation to provide prior to such
amendment).
Section 10.2 Mandatory Indemnification of Directors. The Corporation shall
indemnify a director who was wholly successful, on the merits or otherwise, in the defense of
any proceeding to which he was a party because he was a director of the Corporation against
reasonable expenses incurred by him in connection with the proceeding.
Section 10.3 Insurance. The Corporation may purchase and maintain insurance on
behalf of an individual who is a director or officer of the Corporation, or who, while a director or
officer of the Corporation, serves at the Corporation's request as a director, officer, partner,
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trustee, employee or agent of another domestic or foreign corporation, partnership,joint venture,
trust, employee benefit plan or other entity, against liability asserted against or incurred by him
in that capacity or arising from his status as a director or officer, whether or not the Corporation
would have power to indemnify or advance expenses to him against such liability.
Section 10.4 Amendments. Any repeal or modification of this Article X shall only be
prospective and shall not affect the rights under this Article X in effect at the time of the alleged
occurrence of any action or omission to act that is the cause of any proceeding against any
director or officer.
Section 10.5 Saving Clause. If this Article X of these Bylaws or any portion hereof
shall be invalidated on any ground by any court of competent jurisdiction, the Corporation shall
nevertheless indemnify each director and may nevertheless indemnify each officer to the full
extent permitted by any applicable portion of this Article X that shall not have been invalidated,
or by any other applicable law.
ARTICLE XI
NOTICES
Section 11.1 Methods of Notice. Any notice under the IBCA or these Bylaws must be
in writing unless oral notice is reasonable under circumstances. Notice by electronic
transmission is written notice.
Section 11.2 Notice to Corporation. Written notice to the Corporation may be
addressed to its registered agent at its registered office or to the Corporation or its secretary at its
principal office shown in its most recent annual report filed with the Idaho Secretary of State.
ARTICLE XII
SALE OF STOCK
Section 12.1 Right of First Refusal. No sale of stock shall be made by any
shareholder or the heirs, executors, administrators or assigns of any shareholder to any person(s)
or entity("prospective purchaser"), except pursuant to the following terms and conditions:
(1) In the event any shareholder desires to sell his stock, or any portion thereof, to
any prospective purchaser, he shall first submit to the shareholders of the Corporation reasonable
written evidence of the agreement to purchase said stock by such third person, and the price and
complete terms agreed to be paid therefore.
(2) In the event the remaining shareholders agree to purchase such stock at the same
price and upon the same terms which the shareholder is to receive from said third party, the stock
shall be sold to the shareholders of the Corporation in such proportionate amounts as their
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respective stock bears to the entire stock held by the shareholders of the Corporation, exclusive
of the shares owned by the selling shareholder, or in such proportion as such shareholders may
agree.
(3) In the event that any of the remaining shareholders do not desire to purchase such
stock, such stock shall be sold at the price aforesaid to such of the shareholders who may desire
to purchase the same, and in the same proportion as above specified.
(4) No stock shall be sold to any person other than the shareholders of the
Corporation until each of the shareholders shall have been afforded an opportunity to purchase
such stock at the price and terms as aforesaid, and shall have declined to do so.
(5) Notice in writing to the shareholders of the Corporation of the desire of any
shareholder to sell his stock shall be given by such shareholder and, at the same time, reasonable
evidence shall be furnished to the shareholders as to the price and terms as hereinbefore set forth.
Shareholders shall have thirty (30) days' time after the receipt of said notice within which to
elect in writing to purchase such stock or to decline to do so. If at the end of such thirty (30) day
period all remaining shareholders have declined in writing, or have not taken any action, the
shareholder desiring to sell his stock shall sell such stock to the prospective purchaser named in
the agreement to purchase such stock, and to that prospective purchaser only, and such stock
shall be sold in precise accordance with the price and terms set forth in such agreement to
purchase. Satisfactory evidence of compliance with the terms of the foregoing restriction upon
the transfer of stock of the Corporation shall be submitted to the Board of Directors, and
accepted by them, before any such transfer shall be effective.
Section 12.2 Subchaoter "S" Corporation. If an election to be treated as an "S"
Corporation under the Internal Revenue Code of 1986 or any amendment thereof("Code") shall
then be in effect, no shares of the Corporation's stock may be sold to any person or entity which,
at such time, would not be a qualified shareholder of an"S" Corporation under such Code.
Section 12.3 Stock Transfer Restrictions. Each certificate of stock of the Corporation
shall have the following legends conspicuously typewritten or printed upon its face:
"The stock represented by this certificate is subject to restrictions
on transferability under Article XII of the Bylaws of the
Corporation."
"The securities represented hereby have not been registered under
the Securities Act of 1933 or any State Securities Act. Any
transfer of such securities will be invalid unless a registration
statement under said Act(s) is in effect as to such transfer or in the
opinion of counsel for the company such registration is
unnecessary in order for such transfer to comply with said Act(s)."
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ARTICLE XIII
RECORDS AND REPORTS
Section 13.1 Corporate Records.
(1) The Corporation shall keep as permanent records minutes of all meetings of its
shareholders and Board of Directors, a record of all actions taken by the shareholders or Board of
Directors without a meeting, and a record of all actions taken by a committee of the Board of
Directors in place of the Board of Directors on behalf of the Corporation.
(2) The Corporation shall maintain appropriate accounting records.
(3) The Corporation or its agent shall maintain a record of its shareholders, in a form
that permits preparation of a list of the names and addresses of all shareholders, in alphabetical
order by class of shares showing the number and class of shares held by each.
Section 13.2 Inspection of Records by Shareholders. In addition to the rights of a
shareholder under Section 3.11 of these Bylaws:
(1) A shareholder of the Corporation is entitled to inspect and copy, during regular
business hours at the Corporation's principal office, any of the records of the Corporation
described in Section 13.1, if he gives the Corporation written notice of his demand at least five
(5)business days before the date on which he wishes to inspect and copy.
(2) A shareholder of the Corporation is entitled to inspect and copy, during regular
business hours at a reasonable location specified by the Corporation, any of the following
records of the Corporation if the shareholder meets the requirements of subsection (3) of this
Section and gives the Corporation written notice of his demand at least five (5) days before the
date on which he wishes to inspect and copy:
(a) Excerpts from minutes of any meeting of the Board of Directors, records of any
action of a committee of the Board of Directors while acting in place of the Board of
Directors on behalf of the Corporation, minutes of any meeting of the shareholders, and
records of action taken by the shareholders or Board of Directors without a meeting, to
the extent not subject to inspection under Section 13.1;
(b) Accounting records of the Corporation; and
(c) The record of shareholders.
(3) A shareholder may inspect and copy the records described in subsection (2) of
this Section only if:
BYLAWS- 18
S:1DocsXArbor Ridge,LLCVntermountain Sewer&Water,Corp1CORP\By1aws(Final).doc
28

(a) He has been a holder of record of shares or of voting trust certificates for at least
six (6) months immediately preceding his demand or shall be the holder of record of, or
the holder of record of voting trust certificates for, at least five percent (5%) of all the
outstanding shares of the Corporation;
(b) His demand is made in good faith and for a proper purpose;
(c) He describes with reasonable particularity his purpose and the records he desires
to inspect; and
(d) The records are directly connected with his purpose.
(4) For purposes of this Section, "shareholder" includes a beneficial owner whose
shares are held in a voting trust or by a nominee on his behalf.
Section 13.3 Financial Statements to Shareholders.
(1) The Corporation upon written shareholder request shall furnish its shareholders
annual financial statements or, if annual financial statements are not available, other appropriate
accounting records, which may be consolidated or combined statements of the Corporation and
one or more of its subsidiaries, as appropriate, that include a balance sheet as of the end of the
fiscal year, an income statement for that year, and a statement of changes in shareholders' equity
for the year unless that information appears elsewhere in the financial statements. If financial
statements are prepared for the Corporation on the basis of generally accepted accounting
principles, the annual financial statements must also be prepared on that basis.
(2) If any financial statements furnished pursuant to subsection (1) of this Section are
reported upon by a public accountant, his report must accompany them. If not, the statements
must be accompanied by a statement of the president or the person responsible for the
Corporation's accounting records:
(a) Stating his reasonable belief whether the statements were prepared on the basis of
generally accepted accounting principles and, if not, describing the basis of preparation;
and
(b) Describing any respects in which the statements were not prepared on a basis of
accounting consistent with the statements prepared for the preceding year.
BYLAWS- 19
S:\Docs\Arbor Ridge,LLCUntermountain Sewer&Water,Corp\CORP\Bylaws(Final).doc
29

ARTICLE XIV
GENERAL PROVISIONS
Section 14.1 Amendment by Board of Directors or Shareholders.
(1) The Board of Directors may amend or repeal these Bylaws unless:
(a) The Articles of Incorporation or the IBCA reserve this power exclusively to the
shareholders in whole or part, or
(b) The shareholders in amending or repealing a particular Bylaw provide expressly
that the Board of Directors may not amend or repeal that Bylaw.
(2) The shareholders may amend or repeal these Bylaws even though the Bylaws may
also be amended or repealed by the Board of Directors.
Section 14.2 Interpretation: Severability. These Bylaws may contain any provision
for managing the business and regulating the affairs of the Corporation that is not inconsistent
with law or the Articles of Incorporation. In the event any provision of these Bylaws is
inconsistent with law or the Articles of Incorporation, such law or Articles of Incorporation shall
govern. If any one or more of the provisions contained in these Bylaws, or any application
thereof, shall be invalid, illegal or unenforceable in any respect, the validity, legality or
enforceability of the remaining provisions contained herein and any other application thereof
shall not in any way be affected or impaired thereby. (Idaho Code §30-1-206(2) and §30-1-
302(3)).
Section 14.3 Fiscal Year. The fiscal year of the Corporation shall be the calendar year.
The foregoing Bylaws of Intermountain Water & Sewer, Corp., an Idaho corporation,
were adopted by the Board of Directors of the Corporation effective on the 11th day of August,
2005.
,;�regppl s t y
BYLAWS- 20
S:\Docs\Arbor Ridge,LLCUntermountain Sewer&Water,Corp\CORP\Bylaws(Final).doc
30

STATE OF IDAHO
y o Phil McGrane I Secretary of State
Fiscal Division
PO Box 83720
Boise, ID 83720
PromptPay Payment 10/29/2024
450 N 4TH ST
BOISE, ID 83702
Receipt Detail
Receipt#: 1055980
Receipt Total: $21.75
Item Description Check/Ref# Image ID Fee # Total
Certificate of Certification 5960891 B0932-9649 ($10.00) 1 ($10.00)
Existence/Good
Standing
Certified Copies Certification 5960934 B0932-9650 ($11.75) 1 ($11.75)
Payment-CC (office) PromptPay Payment, BOISE, ID 68053502 B0932-9648 $21.75
83702
Balance: $0.00
Phone: [phone] * Email: [e-mail] " Website: sosbiz.idaho.gov
31

QA� s� STATE OF IDAHO
r
y c Phil McGrane I Secretary of State
qQ Business Office
450 North 4th Street
PO Box 83720
Boise, ID 83720
November 4, 2024
Request Type: Certificate of Existence/Filing Issuance Date: 11/04/2024
Request#: 0005960891 Copies Requested: 1
Receipt#: 001055980
Regarding: INTERMOUNTAIN SEWER&WATER, CORP.
Filing Type: General Business Corporation (D) File# : 491404
Formation/Qualification Date: 08/11/2005
Status: Active-Good Standing Formation Locale: IDAHO
Duration Term: Perpetual Inactive Date:
Certificate of Existence
I, Phil McGrane, Secretary of State of the State of Idaho, do hereby certify that effective as of the
issuance date noted above
INTERMOUNTAIN SEWER & WATER, CORP.
is a Corporation duly incorporated under the law of this State with a date of incorporation and
duration as given above.
Phil McGrane
Idaho Secretary of State
Processed By: Business Division Verification#: 031330420
Phone: [phone] * Email: [e-mail] * Website: sosbiz.idaho.gov
32

Intermountain Sewer and Water, Corp.
Application for Certificate of Convenience and Necessity
1
C
Map and Legal
Description of
Service Area
F
Intermountain Sewer and Water,Corp. -Application for CCN - Map and Legal Description of Service Area
4878-9118-0542,v. 1.1
33

1/O/
r
=
� M w Project Location
�0 Indian Creek Rd
ee
G ..
d�
-\ O Baseline �Q
use °ad
rl,
O
cc
C
�r `

Mayfield Springs Planned Community Legal Description
A parcel of land laying in Section 34 and the Westerly%of Section 35,Township 1 North, Range 4 East of
the Boise Meridian, said parcel being more particularly described as follows:
Beginning at a 5/8 inch iron rod marking the Southwest corner of said Section 34 and running thence along
the Westerly line of said Section N00°13'29"E 2644.03 feet to a brass cap marking the West % corner
thereof; thence continuing along said West line N00016'26"E 673.12 feet to a 5/8 inch iron rod on the
Northerly right-of-way line of South Desert Wind Road;thence 197.42 feet along said right-of-way line on
the arc of a 5780.00 foot radius curve right, through a central angle of 01°57'25" to a brass cap which
bears S40011'03"E 197.41 feet from last described point; thence S39012'21"E 196.71 feet to a brass cap;
thence leaving said Northerly right-of-way line N00°16'26"E 318.79 feet to a 5/8 inch iron rod; thence
380.04 feet along the arc of a 5982.78 foot radius curve left,through a central angle of 03°38'22"to a 5/8
inch iron rod set on the Westerly line of said Section 34, said rod bears N41030'20"W 379.98 feet from
last described point; thence N00016'26"E 348.61 feet to a 5/8 inch iron rod marking the North 1/16th
corner on said Westerly line; thence S89038'54"E 2646.08 feet to a 5/8 inch iron rod marking the Center
North 1/16th corner of said Section 34;thence S89°38'54"E 1322.88 feet to an aluminum cap marking the
NE 1/16th corner thereof;thence N00012'29"E 1316.87 feet to a 5/8 inch iron rod marking the East 1/16th
corner on the North line of said Section 34; thence S89°34'36"E 1322.49 feet to a brass cap marking the
Northeast corner of said Section 34; thence along the North line of Section 35, said Township and Range
N89046'41"E 1324.50 feet to a 5/8 inch iron rod marking the West 1/16th corner thereof; thence
S00010'20"W 2632.88 feet to a 5/8 inch iron rod marking the Center West 1/16th corner of said Section
35; thence N89053'04"E 1325.32 feet to an aluminum cap marking the Center % corner thereof; thence
S00008'51"W 2647.70 feet to an aluminum cap marking the South % corner thereof; thence along the
South line of said Section 35 N89044'58"W 2652.80 feet to a brass cap marking the Southeast corner of
said Section34; thence along the South line of said Section 34 N89°51'50"W 2647.83 feet to a brass cap
marking the South%corner thereof;thence continuing along said South line N89051'49"W to the Point of
Beginning, all in Elmore County, Idaho.
Bearings herein used are based on that certain record of survey recorded August 17, 2006, Instrument
No. 379212, records of Elmore County, Idaho.
4893-1781-9699,v. 1
35

Intermountain Sewer and Water, Corp.
Application for Certificate of Convenience and Necessity
Map of Water
System
R
Intermountain Sewer and Water,Corp. -Application for CCN - Map of Water System
4865-2894-9246,v. 1.1
36

Map of Water System - Mayfield PUC Application
s
FOr,�gO / l
REGINA RD.
�y
�9s
LW d
•Reservoi,
Waterline Size(in)
—g
—t2
—1g
V C18Ty.aNMA hy.:vW..-I:Mn.1�+/ '.
Mountain Figure 2.1 Water Ir`rastructure Map
WATERWORKS Mayfield Springs Development
4856-5370-5982,v. 1
37

Intermountain Sewer and Water, Corp.
Application for Certificate of Convenience and Necessity
IDEQ
_ Water System
Approval
1 Letters
Intermountain Sewer and Water,Corp. -Application for CCN - IDEQ Water System Approval Letters
4878-3053-2861,v. 1.1
38

vas s a� a iaia aaav
DEPARTMENT OF
ENVIRONMENTAL QUALITY
a
v Y
1445 N.Orchard Street,Boise ID 83706 Brad Little,Governor
[phone] Jess Byrne,Director
January 19, 2021
By email: [e-mail]
Mr. Greg Johnson
The Westpark Company, Inc.
2463 E. Gala Street Suite#120
Meridian, Idaho 83642
Subject: Mayfield Springs Planned Community—Public Water System Well No. 1 (Ada County)
Wellhouse Preliminary Engineering Report
Dear Mr. Johnson:
The referenced project submittal appears to meet State of Idaho standards and is approved based on the
conditions listed below.
I. PROJECT SPECIFIC CONDITIONS:
A. This approval is for the Preliminary Engineering Report (PER) only. No construction can begin
until detailed plans and specifications (P&S) have been reviewed and approved by the
Department of Environmental Quality (DEQ).
B. Technical, Financial, &Managerial (TFM) documentation must be submitted prior to, or
concurrent with, P&S for this project. P&S will not be accepted for review until TFM
documentation has been submitted for review.
Please feel free to call me with any questions at(208) 373-0281, or contact me via e-mail at
[e-mail].
Sincerely,
T:�� 5��v
Dan Smith, PE
Senior Water Quality Engineer
DS:dr
2021AGD252
Enclosures: Approved and Stamped Wellhouse PER Cover Page
ec: Mike Woodworth, PE, Mountain Waterworks (w/enclosure)
Cody Sprague, EIT, Mountain Waterworks (w/enclosure)
Valerie Greear, PE, DEQ Boise Regional Office
Richard Lee, DEQ Boise Regional Office
39

STATE OF IDAHO
DEPARTMENT OF
- ENVIRONMENTAL QUALITY
1445 N.Orchard Street,Boise ID 83706 Brad Little,Governor
[phone] Jess Byrne,Director
June 22, 2022
By email: [e-mail]
Mr. Greg Johnson
The Westpark Company, Inc.
2463 E. Gala Street, Suite 120
Meridian, Idaho 83642
RE: Mayfield Springs Planned Community [ID4200106] (Elmore County)
Booster, Reservoir, Well No. 2 Facilities— Preliminary Engineering Report Approval
Dear Mr. Johnson:
The referenced project submittal appears to meet State of Idaho standards and is approved,
based on the conditions listed below.
1) This approval is for the Preliminary Engineering Report (PER) only. Supporting reports or
documents provided during review are considered to be part of the approved document.
2) No construction can begin until detailed plans and specifications (P&S) have been reviewed
and approved by DEQ. P&S may be submitted at your convenience when ready.
Please feel free to call me with any questions at [phone], or contact me via e-mail at
[e-mail].
Sincerely,
- >4 S;Jo-�
Dan Smith, PE
Senior Water Quality Engineer
2022AGD3791
Attachment(s): Approved and Stamped PER Cover Page
e: Mike Woodworth, PE, Mountain Waterworks (w/enclosure)
Valerie Greear, PE, DEQ Boise Regional Office
Richard Lee, DEQ Boise Regional Office
40

rAda JIAIIt— yr IuHrly
u
DEPARTMENTOFENVIRONMENTAL QUALITY
1445 N.Orchard Street,Boise ID 83706 Brad Little,Governor
[phone] Jess Byrne,Director
July 28, 2022
By email: [e-mail]
Mr. Greg Johnson
The Westpark Company, Inc.
2463 E. Gala Street, Suite 120
Meridian, Idaho 83642
RE: Mayfield Springs Planned Community [ID4200106) —Well No. 3 (Elmore County)
Well Completion Report and Wellhouse Preliminary Engineering Report
DEQ Approval
Dear Mr. Johnson:
Mayfield Springs Planned Community's consultant, Mountain Waterworks, has provided the
well driller's report, an as-built schematic, pump test results, and water quality test results
(initial source monitoring) for the above-referenced well. Construction and initial source
monitoring of the referenced well appear to meet State of Idaho standards, and the well
completion report and wellhouse PER are approved based on the conditions listed below.
Before this well can be put into service and the water distributed to the public, the
Department of Environmental Quality (DEQ) must issue written authorization to serve water
to the public. Approvals of other portions of this project and/or the lifting of sanitary
restrictions shall not be interpreted as authorization to serve the public.
PROJECT SPECIFIC CONDITIONS
A. All conditions of this letter must be met. Supporting reports or documents are
considered to be part of the approved documents.
B. This approval applies to the source only. Separate plans and specifications (P&S) for the
pump, pump house, and appurtenances must be approved by DEQ prior to construction.
No construction can begin until detailed P&S have been reviewed and approved by DEQ.
P&S for these components have previously been submitted to DEQ for approval and are
under review; separate approval will be provided at a later date.
C. Results of bacteria sampling to confirm disinfection of the production pump, as required
by AWWA C654-13, will be required before the source can be authorized to serve the
public.
D. A final inspection and/or initial sanitary survey will be required prior to granting final
authorization to serve the public. Please contact DEQ once eventual wellhouse
construction is complete to schedule an inspection.
41

Greg Johnson
Mayfield Springs—Well 3
June 28, 2022
Page 2 of 2
If you have any other questions about this approval, please feel free to call me at
[phone] or contact me via e-mail at [e-mail].
Sincerely,
Gov v�
Dan Smith, PE
Senior Water Quality Engineer
DS:dr
2022AGD5778
Attachment(s): Stamped and Approved Well Completion Report/PER Cover Page
e: Mike Woodworth, PE, Mountain Waterworks (w/enclosure)
Valerie Greear, PE, DEQ
Richard Lee, DEQ
42

MAYFIELD SPRINGS SUBDIVISION NO 1 PLANS&SPECIFICATIONS REVIEW
These plans and/or specifications have been reviewed for compliance
with Department of Environmental Quality rules.This review does not
relieve the owner,engineer,ar the contractor of the responsibility to
design or construct these facilities in compliance with all current
ELM 0 R E COUNTY, I D A H - 2024 applicable federal, state, and local laws, rules, regulations, or
ordinances.Plans and/or specifications must be resubmitted for review
ifoonst action is not completed within one year from approval date.
m LRs_Stth. Oct08,2024
Reviewing DEQ Engineer Apmoval Date:
Refer to approval conditions in letter to'. Yaytor Me ra y
Z �
2 CONSTRUCTION SHEET INDEX E
1 OF 67 C.100 TITLE SHEET AND VICINITY MAP
4- - - - - - - - - - - - - - - \ - - - - - 2 OF 67 C.101 CONSTRUCTION NOTES AND LEGENDS r m o m
3 OF 67 C.201 STREET PLAN Q Y
40 67 C.201 STREET PLAN
5 OF 67 C.202 STREET PLAN a o z 3
iE 6 OF 67 C.203 STREET PLAN O uj m i 3
7 OF 67 C.204 STREET PLAN Z
NORTH 8OF 67 C.205 STREET PROFILES Z
9 OF 67 C.206 STREET PROFILES
0 OF 67 C.207 STREET PROFILES
O 11 OF 67 C.208 STREET PROFILES
12 OF 67 C.209 STREET PROFILES
14 OF 67 G.210 STREET PROFILES
140E 67 C.211 STREET DETAILS
MAYFIELD ROAD _ 15 GF 67 C.212 MAYFIELD SPRINGS BLVD.STRIPING PLAN rMel
16 OF 67 C.300 GRADING AND STORM DRAIN PLAN
17 OF 67 C.30, GRADING AND STORM DRAIN PLAN
18 OF 67 C.302 GRADING AND STORM DRAIN PLAN
\�\ \ 19 OF 67 C.303 GRADING AND STORM DRAIN PLAN
5 20 OF 67 C.304 GRADING AND STORM DRAIN PLAN
/ 5 \ \ \ 21 OF 67 C.305 STORM DRAIN PROFILES
PG \ 22 OF 67 C.306 STORM DRAIN PROFILES
\ 24 OF 67 C.308 STORM DRAIN PROFILES
25 OF 67 C.309 STORM DRAIN DETAILS
CvP \\\ 27 OF 67 C.3111 STORM DRAIN POND AND ACCESS ROAD PLAN a�S4�N DETAILSOIS Z�NCf
-- - 28 OF 67 C.312 STORM DRAIN POND AND ACCESS ROAD PLAN �]-
-.-.. -.-.-.-.-.-.-.-. -.-.- � =O -.-.-.-.-.-.-.-.-.�--.-.-. -. \ -.-.-.- - -.-.-.-�.-.-.-.-.-.-.-. - - 29 OF 67 C.313 STORM DRAIN POND AND ACCESS ROAD PLAN s`I ��b 62
�' \ 30 OF 67 C.314 STORM DRAIN POND AND ACCESS ROAD PLAN u, o
\ SF9 31 OF 67 C.400 SEWER PLAN AND PROFILE-SHEET KEY MAP
32 OF 67 C.401 SEWER PLAN AND PROFILE rp OF tb
\� \�%� \\ 33OF67 C.402 SEWERPLANAND PRO FILE f`9'LfIN P.T�'O
\ \ \ 34 OF 67 CA SEWER PLAN AND PROFILE
\ 9O 35 OF 67 C.404 SEWER PLAN AND PROFILE
\ \ \ 36 OF 67 C.405 SEWER PLAN AND PROFILES
37 OF 67 C.406 SEWER PLAN AND PROFILE
\ \ 36 OF 67 C.407 SEWER PLAN AND PROFILES
39 OF 67 C.408 SEWER PLAN AND PROFILES _
_ \ �' \\� 40 OF 67 C.409 SEWER PLAN AND PROFILES -
\ }\ 41 OF fi7 C.410 SEWER PLAN AND PROFILES z
� �Q 42 OF 67 C.411 SEWER PLAN AND PROFILE >
\\J 43 OF 67 C.412 SEWER PLAN AND PROFILE
\ BENCHMARK Re.a 44 OF 67 C.413 SEWER PLAN AND PROFILES
\ GPS CONTROL MINT NO.72 450E fi7 C414 SEWER PLAN AND PROFILE r`
E5/8'LEV
REBAR,W/RED CAP \ 46 OF 67 CLOD WATER PLAN
ELEV=3410.16 1.47 OF 67 C.501 WATER PLAN U
\ \ 48 OF 67 C.502 WATER PLAN Z5
\ R JECT SITE 490 50 OF fi7 C.503 WATER PLAN �z3
\ 50 OF 67 C.504 WATER PLAN
\ \ AYFIELD SPRINGS 510F67 C.505 WATER PLAN AND PROFILE-SHEET KEY MAP o
- I \ BDIV SION O.1 520E 67 C.506 WATER PLAN AND PRO FILE `yC
53 OF 67 C.507 WATER PLAN AND PROFILE 3
?iJ• \ 54 OF 67 C.508 WATER PLAN AND PROFILE
55 OF 67 C.509 WATER PLAN AND PROFILE
F�� \ 56 OF 67 C.510 WATER PLAN AND PROFILE
\ 57 OF fi7 C.511 WATER PLAN AND PROFILE
58 OF 67 C.512 WATER PLAN AND PROFILE
59 OF 67 C.513 WATER PLAN AND PROFILE r
60 OF 67 C.514 WATER PLAN AND PROFILE
�G I 61 OF fi7 C.515 WATER PLAN AND PROFILE O
•� \ � 62 OF 67 C.516 WATER PLAN AND PROFILE
63 OF 67 C.600 PRESSURE IRRIGATION PLAN AND PROFILE Z
r 64 OF 67 C.60, PRESSURE IRRIGATION PLAN AND PROFILE X
65 OF 67 C.602 PRESSURE IRRIGATION PLAN
BENCHMARK N0.1
-
- - - - - - --- -- - -�- - - 660E 67 C.603 PRESSURE IRRIGATION PLAN
GPS CONTROL POINT NO.75
518.1EBA1,W/RED CAP \ M 67 OF 67 C.604 PRESSURE IRRIGATION PLAN m
ELEV=3353.63 \ O
I I \ � y =
y z
Z
FT-1 F Co
F-H ®� CONSTRUCTION CONTACT INFORMATION Z o
ENGINEER DEVELOPER SURVEYOR u'
W
- . - - _
CIVIL INNOVATIONS,PLLC THE WESTPARK COMPANY,INC. LAND SOLUTIONS,PC /�
- - - BPSCNMARHMO.Y CONTACT:BEN THOMAS CONTACT:TAYLOR MERRILL CONTACT:CLINT HANSEN,PLS r/
- -'- -- -' --- --- - - - - - - -BPS CONTROL POINT N0.] - - - - - - - - - - - 1043 E.PARK BLVD.STE 100 1861 S.WELLS AVE.STE 210 231 E.5TH AVE.STE A W r
ELEV=B339.1 RED CAP BOISE,IDAHO 83712 MERIDIAN,ID 83642 MERIDIAN,ID 83642 Q
ELEV=3396.13 PHONE:[phone] PHONE:[phone] PHONE:[phone]
EMAIL:[e-mail] EMAIL:[e-mail] EMAIL:CHAN$[e-mail]
W
1 VICINITY MAP
NOT TO SCALE
a
4 BENCH MARK AND DATUM DATA
BENCHMARK NO.1 PROJECT NO. 23-0512-MST
GPS CONTROL POINT NO.75,5/8"REBAR,W/RED CAP,ELEV=3353.63
DWG FILE C.100
BENCHMARK NO.2 DESIGNED BY BIT
GPS CONTROL POINT NO.76,5/8"REBAR,W/RED CAP,ELEV=3396.13
DRAWN BY JTA
BENCHMARK NO.3 CHECKED BY BIT
GPS CONTROL POINT NO.72,5/8"REBAR,W/RED CAP,ELEV=3410.16 ISSUE DATE 09/30/24
DATUM DATA HORIZ.SCALE AS SHOWN
HORIZONTAL:HAD 83(ADJUSTED TO THE ADA COUNTY H.A.RA SURVEY)
VERTICAL:NAVD 88 VERT.SCALE AS SHOWN
CA00
SHEET 1 OF 67
DAC'wil Innovations ProledsV0230-0512-MS1-MAYFIELD SPRINGSVOO-Corstmction Drawingst205-Const octiont23-0512-MS1-El00(TITLE SHEET AND CONSTRUCTION NOTES)dwg
43

1445 N.Orchard St. • Brad Little,Governor
Boise ID 83706 • [phone] Jess Byrne, Director
October 8, 2024
Taylor Merrill
The Westpark Company
1861 S. Wells Avenue Suite 210
Meridian, Idaho 83642
[e-mail]
Subject: Approved for Construction—Mayfield Springs Development(Elmore County)
Mayfield Springs Subdivision No. 1—Drinking Water and Wastewater Mains
Plans and Specifications
Dear Mr. Merrill:
The referenced project submittal has been reviewed by the Department of Environmental Quality(DEQ)
and appears to meet State of Idaho Standards', and is approved subject to the following conditions:
I. HEALTH CERTIFICATE
DEQ recommends that sanitary restrictions remain in force on this phase of development, and directs
the land developer or owner, or their representative, to place the following Sanitary Restriction Health
Certificate on any plat(s):
Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 are in force. No owner shall
construct any building, dwelling or shelter which necessitates the supplying of water or sewage
facilities for persons using such premises until sanitary restriction requirements are satisfied.
This phase of development is part of a large planned community and will rely on new drinking water
supply, and wastewater collection and treatment systems to provide water and sewer services to
residents. As of the date of this approval, neither the water nor sewer systems are fully functional and
able to provide service. DEQ will not recommend the lifting of sanitary restrictions on this phase of
Mayfield Springs Development until the following conditions have been satisfied:
1. Construction of all backbone drinking water facilities necessary to serve the phase must
be complete, and all required sources must be authorized to serve the public. Part of
authorization to serve will include a DEQ site visit to inspect the wellhouses.
2. Record drawings for all relevant drinking water backbone infrastructure, including
wellhouses, booster stations, and reservoirs, must be submitted to and accepted by DEQ.
3. An Operation & Maintenance (O&M) Manual for the operation of the drinking water
system must be submitted to DEQ and approved.
4. Record drawings for the wastewater treatment facility must be submitted to DEQ.
IDAPA 58.01.08—Idaho Rules for Public Drinking Water Systems,IDAPA 58.01.16—Wastewater Rules,IDAPA 58.01.17—Recycled Water Rules
44

Taylor Merrill
Mayfield Springs Subdivision No. 1
October 8, 2024
Page 2 of 3
5. The O&M manual for the operation of the wastewater treatment facility must be
approved by DEQ.
6. A signed contract for legal sludge disposal must be furnished to DEQ.
7. The off-spec water storage lagoon, LG-263-01, must be successfully seepage tested per
the requirements of IDAPA 58.01.16.493, with the results of the seepage test provided to,
and accepted by, DEQ.
8. Outstanding information from the approved Technical, Financial, Managerial (TFM)
documents for both the wastewater and drinking water systems must be submitted to
DEQ. As outlined in the approval letters for those documents (dated June 22, 2022 and
September 23, 2022)this includes executed contracts with both the drinking water and
wastewater operators, and executed copies of the Covenants, Conditions, & Restrictions
for the Community,the Articles of Incorporation for the Property Owners' Association,
and the Property Owners' Association Bylaws.
At such time as these conditions have been fulfilled, a written request may be submitted to DEQ to have
sanitary restrictions removed from Mayfield Springs Subdivision No. 1.
II. STANDARD CONDITIONS:
A. DEQ's construction approval expires after one calendar year from the date of this letter. For
construction to proceed beyond this date, an extension request, or new plans and
specifications, must be submitted to DEQ for review and approval before construction may
proceed.
B. Any material deviations from the approved plans and specifications must be reviewed and
approved by DEQ before construction.
C. The owner is required to maintain one copy of the approved plans and specifications, and this
DEQ approval letter, on-site during construction at all times.The owner must ensure that the
contractor, construction inspector, and certifying engineer are aware of the approval conditions.
D. Construction must be inspected by an Idaho-licensed Professional Engineer, or designee,to the
extent required to confirm material compliance with approved plans.An Idaho-licensed
Professional Engineer representing the system must submit record drawings, or a statement of
material compliance,to DEQ within 30 days after construction completion.
E. This approval does not relieve the owner, engineer, or the contractor, of the responsibility to
comply with all current applicable federal, state, and local laws, rules, regulations, or
ordinances.
45

Taylor Merrill
Mayfield Springs Subdivision No. 1
October 8, 2024
Page 3 of 3
III. PROJECT-SPECIFIC CONDITIONS:
A. If the project is anticipated to disturb at least one acre of land, or is part of a larger project that
disturbs one acre or more of land,the project must obtain coverage under the Idaho Pollution
Discharge Elimination System (IPDES) Construction General Permit. Stormwater events that
occur during construction should be managed according to the site-specific Stormwater
Pollution Prevention Plan, and other requirements of the General Permit. To submit a Notice of
Intent for permit coverage under the Construction General Permit, apply online at
http://www2.deg.idaho.gov/water/IPDES/.
B. Per IDAPA 58.01.17.603.01.a.i,the specific color of purple to be used for Class A recycled water
distribution piping must be identified on the plans and approved by DEQ. The plans do not
contain a specific shade to be utilized for the proposed Class A pressure irrigation (PIRR) system.
When the proposed purple piping for the PIRR system has been identified, please contact DEQ
for approval of the proposed color to be used.
C. With respect to recycled water irrigation,this approval only applies to the PIRR mains shown on
the plans. Prior to final irrigation system design, please contact Adam Bussan at [phone]
or [e-mail] to discuss requirements for signage, sprinkler heads, etc. to
ensure compliance with IDAPA 58.01.17 and the facility's reuse permit M-263-01.
Please feel free to call me with questions at [phone], or contact me via email at
[e-mail].
Sincerely,
T�� S;k—�
Dan Smith, PE
Senior Water Quality Engineer
Attachment: DEQ Approval-Stamped Plan Cover Sheet
c: Greg Johnson, Mayfield Sewer and Water Corporation
Ben Thomas, PE, Civil Innovations
Mitra Mehta-Cooper, Elmore County
Lori Badigian, Mike Reno, Central District Health
John Nielsen, Idaho Division of Building Safety
Valerie Greear, PE, Adam Bussan, PE, DEQ
2024AGD6271
46

DEPARTMENT OF
ENVIRONMENTAL QUALITY
1445 N.Orchard Street,Boise ID 83706 Brad Little,Governor
[phone] Jess Byrne,Director
October 13, 2022
By email: [e-mail]
Mr. Greg Johnson
Mayfield Sewer and Water Corporation
2463 E. Gala Street, Suite 120
Meridian, Idaho 83642
Subject: Approved for Construction— Mayfield Springs Planned Community [ID4200106]
Backbone Drinking Water System Facilities— Plans and Specifications
Dear Mr. Johnson:
The referenced project submittal has been reviewed by the Department of Environmental
Quality (DEQ) and appears to meet State of Idaho Standards', and is approved subject to the
following conditions:
I. Standard Conditions:
A. DEQ's construction approval expires after one calendar year from the date of this letter.
For construction to proceed beyond this date, an extension request, or new plans and
specifications, must be submitted to DEQ for review and approval before construction
may proceed.
B. Any material deviations from the approved plans and specifications must be reviewed,
and approved, by DEQ before construction.
C. The owner is required to maintain one copy of the approved plans and specifications,
and this DEQ approval letter, on-site during construction at all times. The owner must
ensure that the contractor, construction inspector, and certifying engineer are aware of
the approval conditions.
D. Construction must be inspected by an Idaho-licensed Professional Engineer, or designee,
to the extent required to confirm material compliance with approved plans. An Idaho-
licensed Professional Engineer representing the system must submit record drawings, or
a statement of material compliance, to DEQ within 30 days after construction
completion.
E. This approval does not relieve the owner, engineer, or the contractor, of the
responsibility to comply with all current applicable federal, state, and local laws, rules,
regulations, or ordinances.
IDAPA 58.01.08—Idaho Rules for Public Drinking Water Systems,IDAPA 58.01.16—Wastewater Rules,IDAPA 58.01.17—Recycled Water Rules
47

Greg Johnson
Mayfield Springs Backbone Water System
October 13, 2022
Page 2 of 2
II. Project-Specific Conditions:
A. If the project is anticipated to disturb at least one acre of land, or is part of a larger
project that disturbs one acre or more of land, the project must obtain coverage under
the Idaho Pollution Discharge Elimination System (IPDES) Construction General Permit
(CGP). Stormwater events that occur during construction should be managed according
to the site-specific Stormwater Pollution Prevention Plan, and other requirements of the
General Permit. To submit a Notice of Intent for permit coverage under the CGP, apply
online at http://www2.deq.idaho.gov/water/IPDES/.
B. Prior to system startup, an executed contract with the contract operator for the water
system must be submitted to DEQ.
Please feel free to call me with questions at [phone], or contact me via email at
[e-mail].
Sincerely,
J� G� S�k—�
Dan Smith, PE
Senior Water Quality Engineer
DS:dr
2022AGD8563
Attachment: DEQ Approval Stamped Plan Cover Sheet
c: Mike Woodworth, PE, Mountain Waterworks (w/enclosure)
Valerie Greear, PE, Richard Lee, DEQ
48

MAYFIELD SPRINGS
PLANNED COMMUNITY
Demonstration of Technical ,
Financial, and Managerial
Capacity Water System
Prepared on Behalf of: Prepared By:
Mayfield Development, LLC Mountain Waterworks, Inc.
PO Box 344 PO Box 9906
Meridian, ID 83642 Boise, ID 83707
-- Mountain
WATERWORKS
49

Table of Contents
Element 1 System Ownership and Management ....................................................................1
1.1 Legal Owner..........................................................................................................................1
1.2 Deeds, Plats, Easements.....................................................................................................2
1.3 Responsible Person (Certified Operator) ...........................................................................2
1.4 Articles of Incorporation, By-Laws, and CC&Rs.................................................................2
1.5 Feasibility of Obtaining Service from an Existing PWS.....................................................3
1.6 Water System Management................................................................................................3
1.7 Transfer of Ownership.........................................................................................................4
1.8 Policies for Management of Water System Employees....................................................5
1.9 Professional Consultants....................................................................................................6
1.10 Description of Fiscal Controls.............................................................................................6
Element 2 Service Area and Facilities....................................................................................8
Element 3 Component Inventory and Capital Replacement Plan .......................................... 10
Element 4 Water Usage Projection.......................................................................................12
Element 5 Water Right and Initial Monitoring.......................................................................13
Element 6 Monitoring and Compliance Plans.......................................................................14
Element 7 Operation and Maintenance Manual....................................................................15
Element 8 Cross-Connection Control Program.....................................................................16
Element 9 Emergency Response Plan..................................................................................17
Element 10 Source Protection Plan........................................................................................18
Element 11 Five-Year System Operating Budget.................................................................... 19
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List of Tables
Table 1-1: Mayfield Springs Parcel Summary.....................................................................................2
Table 1-2: Operational Licensure and Contact Information ..............................................................2
Table 1-3: Professional Consultant Contacts.....................................................................................6
Table 3-1: Capital Inventory and Reserve Schedule.........................................................................11
Table 4-1: Mayfield Springs PWS Design Demands.........................................................................12
Table 4-2: Mayfield Springs PWS Use Projections...........................................................................12
List of Figures
Figure 2-1: Service Area and Facilities Map........................................................................................9
List of Exhibits
Exhibit 1-1: Mayfield Development, LLC
Exhibit 1-2: Mayfield Springs Planned Community Property Deeds
Exhibit 1-3: Preliminary Mayfield Springs Community Plat
Exhibit 1-4: Draft Operator Contract
Exhibit 1-5: Draft Master Declaration of Covenants, Conditions, and Restrictions
Exhibit 1-6: Draft Articles of Incorporation
Exhibit 1-7: Draft By-Laws
Exhibit 1-8: Reserve Fund Summary
Exhibit 1-9: Water Facility Cost Breakdown
Exhibit 5-1: Water Right Permit No. 63-32225
Exhibit 6-1: EPA National Primary Drinking Water Regulations
Exhibit 11-1: Five-Year Operating Budget Projection and 0&M Schedule
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51

Element 1 SYSTEM OWNERSHIP AND
MANAGEMENT
The Mayfield Springs Planned Community (Mayfield Springs) is a new development that will
ultimately consist of approximately 2,319 residential, commercial, and mixed-use lots. A public
drinking water system (PWS) will supply lots with domestic in-home use and yard irrigation.
Wastewater from the community will be collected and treated at an Idaho Department of
Environmental Quality (IDEA) approved water resource recovery facility (WRRF). The WRRF will
produce Class A reuse water,which will supply irrigation for common areas, parks, and schools.
The Mayfield Springs PWS will be regulated as a public drinking water system by IDEQ in
accordance with Idaho Administrative Procedure Act (IDAPA) 58.01.08, "Idaho Rules for Public
Drinking Water Systems". These rules "control and regulate the design, construction, operation,
maintenance,and quality control of public drinking water systems to provide a degree of assurance
that such systems are protected from contamination and maintained free from contaminants which
may injure the health of the consumer" (IDAPA 58.01.08.001.01).
Mayfield Springs is generally located in western Elmore County and adjacent to and north of
Interstate 1-84. The legal description for the project property is T01 N, R04E, Sections 34, 35 and
consists of approximately 757 acres. The PWS backbone plant facilities will initially consist of
three 800 gallon per minute (gpm) groundwater wells, a 1.0-million gallon aboveground water
storage tank, a 2,500 gpm booster pumping facility, 16-inch water transmission mains, an 8, 12,
16-inch distribution system,and associated electrical and control equipment.A water right permit
is held by Intermountain Sewer & Water Corporation for the planned community with a priority
date of September 16, 2005. The water right permit has a maximum diversion rate of
10 cubic feet per second (cfs) and an annual diversion volume of 1,815 AF.
During the development phase,the PWS and associated assets will be initially owned, managed,
and operated by a subsidiary of Mayfield Development, LLC (Planned Community Developer),
Mayfield Sewer and Water Corporation (Mayfield Sewer and Water). Day to day operations will be
contracted to Valley Hydro, LLC, a water utility contract operator (Contract Operator). The water
system ownership and operation will be transferred from Mayfield Water and Sewer to an IDEQ-
approved entity at a predetermined time and buildout percentage as outlined in this document.
1 .1 Legal Owner
The legal owner of the IDEQ regulated community public drinking water system is Greg Johnson,
registered agent for Mayfield Sewer and Water Corporation, whose principal address is 1710 S
Wells Ave, STE 110 Meridian, Idaho 83642, and whose telephone number is [phone]. The
Certificate of Organization for Mayfield Sewer and Water Corporation is attached as Exhibit 1-1
and was filed with the Idaho Secretary of State on June 23, 2017.
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52

1 .2 Deeds, Plats, Easements
As described in the deeds and attached as Exhibit 1-2, the development property that contains
Mayfield Springs covers approximately 757 acres in Elmore County, Idaho. The land includes
three parcels as listed in Table 1-1 and is presently owned by the Planned Community Developer.
Table 1-1: Mayfield Springs Parcel Summary
Parcels No. Acres Legal Description
RP01 N04E341210 278.16 T1 N,R4E,Sec 34
RP01 N04E340040 238.04 T1 N,R4E,Sec 34
RP01 N04E353010 240.71 T1 N,ME,Sec 35
Total 756.91
The preliminary plat for Mayfield Springs Planned Community is attached as Exhibit 1-3. The final
plat is pending Elmore County approval of the planned development and will be incorporated into
the final version of this document.
1 .3 Responsible Person (Certified Operator)
Licensure and contact information for the PWS' responsible charge operator(Licensed Operator)
is provided in Table 1-2A draft contract between the Planned Community Developer and the
Contract Operator is provided as Exhibit 1-4.
Table 1-2:Operational Licensure and Contact Information
Contract Operator Valley Hydro,Inc.
Licensed Operator Tom Mehiel
Class 3 Distribution License No. DWD3-11130
Class C Treatment License No.
Address 1904 E Beech St,Caldwell,ID 83605
Phone [phone]
Email bshpaa(aDcableone.net
The Contract Operator periodically will periodically prepare technical and managerial reports
related to the PWS.
1 .4 Articles of Incorporation, By-Laws, and CC&Rs
Mayfield Development, LLC has drafted the Declaration of Covenants,Conditions and Restrictions
(Declaration) for Mayfield Springs, which draft Declaration is attached as Exhibit 1-5. The
Declaration, the Articles of Incorporation, attached as Exhibit 1-6, and the Bylaws, attached as
Exhibit 1-7, for the Mayfield Springs Property Owners' Association, Inc. (Association) are the
constituent documents for Mayfield Springs and the Association.
Public Water System TFM I Mayfield Springs Development Page 2
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1 .5 Feasibility of Obtaining Service from an Existing PWS
The opportunity to connect to an adjacent PWS is infeasible at this time. The closest regional
public drinking water systems are the cities of Mountain Home, Kuna, and Boise,with the closest
water system for regionalization over ten miles away. Due to the distance involved, it is infeasible
to connect with an existing PWS to provide service to Mayfield Springs.
1 .6 Water System Management
Mayfield Sewer and Water will be the owner of the PWS during the development phase of the
project and will oversee and manage the water system while working closely with the Contract
Operator and their licensed operational staff to ensure compliance with IDEQ regulations and
maintain the highest levels of public health and safety to all residences.
The Licensed Operator of the Mayfield Springs PWS will hold a water operations licensure issued
through the Idaho Division of Occupational and Professional Licenses (DOPL). Licensure must be
held at a class equal to or greater than the drinking water system classification. The Licensed
Operator will supply the system owner with the operational information necessary to make
decisions in connection with the PWS. Communication between the system owner and the
Licensed Operator will occur through regular face-to-face meetings supplemented with direct
contact through telephone, e-mail and text. Such collaboration and communication will ensure
that emergencies and operational issues such as equipment problems, performance shortfalls,
and pending needs for repair and replacement are addressed in a timely manner. The system
owner, with input from the Licensed Operator, will develop an orderly record-keeping system to
ensure legal, financial, and regulatory records of the water system are maintained in good order.
All financial and operational records will be maintained both in hard copy and digital formats.
Customers of the water system, which customers are also members of the Association, will be
provided with an overview of the continuing operation of the PWS and will be notified of any issues
and events in connection with the system at regularly scheduled and special meetings of the
Association. Schedules and public notice requirements in connection with such meetings are
provided further in the constituent documents of the Association (Exhibits 1-5 through 1-7). At
such meetings, members of the Association will be given the opportunity to obtain information
on the water system and to supply information and comments to the system owner as well as the
Contract Operator. Outside of the regularly scheduled and special meetings of the Association,
both the system owner and the Contract Operator will maintain close contact with the board of
directors of the Association,which board, in turn,will maintain close contact with the Association
members and water system customers.
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1 .7 Transfer of Ownership
During the development phase of the project, Mayfield Sewer and Water will be the owner of
record, maintaining ownership of PWS assets and operation of the system. IDEQ will be the
primary regulatory agency for the permitting, design, construction, and operation of the system
facilities. It is anticipated that ownership of the water system will be transferred on or before
buildout of 2,300 lots or within ten (10) years. As provided in the Declaration,the Mayfield Sewer
and Water may transfer the water system to the Association or another qualified owner/operator,
which may include a water district or qualified private entity.
Article VI addresses the relevant issues and procedures in connection with such transfer.
Specifically,Article 6.12 of the Declaration provides:
6.12 Transfer of water system. During the development phase of the project, the Water
System shall be owned by Water Company; provided, however, Water Company, in its sole
discretion, shall convey the Water System to the Association, a water district (if formed), or other
qualified entity(the"Water System Transferee")following Grantor's receipt of written authorization
for such transfer from the Idaho Department of Environmental Quality. If the Water System will be
transferred to an entity other than the Association, documentation of the other Water Provider's
Technical,Financial,and Managerial(TFM)capacityto operate the Water System must be provided
to, and approved by, IDEQ prior to the transfer.
Water Company intends to transfer ownership of the Water System prior to the earlier of:
(i) the date when 2,300 lots are sold to individual homeowners, or(ii)ten (10) years after the first
customer has received water service from the Water System. Upon such transfer,Water Company
shall notify the Association in writing of the transfer. From such date,the Water System Transferee
shall be responsible for the ownership, operation and maintenance of the Water System. The
transfer or conveyance to the Water System Transferee shall be free and clear of all encumbrances
and liens, except: (i) current real property taxes prorated to the date of such transfer, and (ii)
reservations,covenants,conditions and restrictions then of record,including those set forth in this
Declaration.
When Water Company transfers the Water System to the Water Transferee, the Water
System Transferee shall contact the Idaho Department of Water Resources, Western Regional
Office, to arrange for any and all water rights appurtenant to the Water System are properly
assigned. If the transfer of the Water System occurs prior to corrosion control treatment
evaluation,the Water System Transferee shall be responsible for all corrosion control testing and
treatment costs.
If the Water System Transferee is the Association,the following shall apply:
(i) The Association shall have the right thereafter to transfer, sell or convey the
Water System to a public or private entity, conditioned only upon reasonable assurances
that the Water System shall be owned, operated and maintained in a manner that shall
provide service from the Water System to Owners on a continuing basis with quality of
service equal to the Community-Wide Standard, and service that meets all applicable
governmental laws,ordinances and regulations.
(ii) If the Association contemplates dissolution at any time when the Association
owns and operates the Water System,the Association shall contact IDEQ.The Association
Public Water System TFM I Mayfield Springs Development Page 4
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55

shall contract with an entity approved in writing by the IDEQ to own and operate the Water
System, prior to such dissolution. Dissolution shall not occur without written approval of
IDEQ.
(iii) The Association shall incorporate and recover sewer charges with the
Association's Regular or Special Assessments, which shall be charged as otherwise set
forth in this Declaration. The amount of such Assessments shall be reviewed annually by
the Association,and may be adjusted annually based on actual operation and maintenance
expenses and projected future capital expenditures. Such Assessments shall include a
reasonable reserve amount for future capital expenditures for facilities maintenance and
replacement. The Association shall maintain a separate bank account in connection with
the Water System and all charges and/or Assessments and reserve funds collected by the
Association relating to the Water System shall be deposited therein,and revenue in excess
of paid operation and maintenance costs shall be held in reserve for future capital
expenditures.
If the Water System Transferee is not the Association,such Water System Transferee may
propose an alternative rate structure, accounting procedures, and/or auditing procedures,
conditioned upon approval in writing by the IDEQ, conformance with Idaho law, and reasonable
assurances that the Water System shall be owned,operated and maintained in a manner that shall
ensure service to Owners on a continuing basis with service that meets all applicable governmental
laws,ordinances and regulations.
1 .8 Policies for Management of Water System Employees
The Mayfield Springs PWS facilities will not initially be large enough to require full-time
employees.The Contract Operator will provide all administrative,and operational staff as required
to meet or exceed IDAPA standards. As the development and water system is built out beyond
the capabilities of the Licensed Operator,full-time employees may be hired to staff administrative,
operation and maintenance (0&M), meter reading, and customer service duties. During the initial
development period of Mayfield Springs, Mayfield Sewer and Water intends to contract with
Valley Hydro for general operation of the facilities and will contract with a management company
for all other administrative services such as customer billing and customer service. The Licensed
Operator will monitor the operation of the water system and perform all IDEQ-required water
quality sampling and water quality testing. All water system requirements related to the service
to domestic and commercial lots will initially be contained within the Declaration and then
modified based on the new owner during water system ownership transfer.
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1 .9 Professional Consultants
The names and addresses of professional consultants with whom the Owner has established a
client relationship are as follows:
Table 1-3: Professional Consultant Contacts
Discipline Professional Consultant Contact Information
Attorney 251 E Front St,STE 310,Boise,ID 83702
Legal Clark Wardle,LLP p.208-388-3327
T. Hethe Clark [e-mail]
Engineer PO Box 9906,Boise,ID 83707
Engineering Mountain Waterworks,Inc. p.208-780-3990
Tim Farrell,P.E. e.tfarrell(cbmountainwtr.com
1 .10 Description of Fiscal Controls
1.10.1 Enterprise Fund Accounting
The water and sewer utilities serving Mayfield Springs will be set up as separate and unique
financial and operational enterprise funds. The water and wastewater financial systems are
classified as enterprise funds because the cost of providing service is funded through user
charges.
The water system will be run as a not-for-profit organization with separate books and system of
accounts. The system bookkeeping and accounting will follow the Idaho State and Federal
Internal Revenue Service accounting rules and be run during the development phase of the project
as a not-for-profit business entity. Therefore, water system customers will pay for general 0&M
of the system, development of an 0&M reserve account, and depreciation of short-lived assets
(useful life less than 15 years). Both 0&M and capital reserve accounts will be booked to separate
accounts from normal 0&M expense accounts. Expense and revenue accounts will be audited
annually and water rates adjusted to meet not-for-profit objectives.
1.10.2 Not-for-Profit Objective
Early phases of the development will require the Planned Community Developer to subsidize
annual customer revenue collection to offset system expenses. Therefore, it is anticipated that
system expenses will exceed early phase revenue until sufficient customer are connected to the
water system. Customer service lines will be metered to track customer water usages and overall
system demands. However, during early phase development and assuming low occupancy rates
customers will be charges on a flat rate basis at a fair and affordable rate for the service provided.
Public Water System TFM I Mayfield Springs Development Page 6
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Bookkeeping for the PWS will track monthly income and expenditures, and will track the
established reserve fund to be used exclusively in connection with the PWS's operation, repair,
monitoring, and replacement costs. If the PWS is transferred to the Association,the Association
will continue to account for the PWS income, expenditures and reserves separately from other
Association activities.As provided in the Declaration,an annual operating statement and balance
sheet for all Association activities, including the PWS, would be prepared for distribution to the
members of the Association and customers of the PWS.
1.10.3 Backbone Plant Facility Funding
Backbone plant facilities including wells,structures,well pumping equipment,treatment facilities,
water storage tanks, booster pumping equipment, electrical equipment and communication and
control systems will be funded by Mayfield Sewer and Water. Mayfield Development will fund the
preliminary capital infrastructure components of the development. Larry Squires, Financial
Manager of Westpark Company, Inc. has clearly defined the funds controlled by Greg Johnson,
President of Westpark Companies, to be used in the development of Mayfield Springs.
Exhibit 1-8 provides a detailed summary of backbone plant project funds to be used to construct
the facilities and shows these funds are in excess of the proforma infrastructure requirements.
Greg Johnson will be responsible for establishing a bank account, signing checks and making
payments, and preparing financial reports related to the capital expenditures and construction of
all water and wastewater backbone plant facilities.
A cost breakdown of water infrastructure components is provided in Exhibit 1-9.
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Element 2 SERVICE AREA AND FACILITIES
Mayfield Springs is comprised of approximately 757 acres located within Sections 34, 35, T01 N,
R04E northeast of Desert Wind Rd in Elmore County Idaho. The legal description of Mayfield
Springs is found in the deeds attached as Exhibit 1-2. The boundary of the service area for the
water system is defined in the Mayfield Springs preliminary plat (Exhibit 1-3).
The Mayfield Springs PWS will ultimately supply domestic in-home water usage, limited
household irrigation water for building lots (not common area) and fire protection to 2,319
residential and commercial lots within Elmore, Idaho. Common area irrigation will be supplied
with treated wastewater effluent and will initially be supplied through an existing irrigation water
right.
The following backbone plant water facilities and distribution water mains, shown in Figure 2-1,
make up the major components of the water system facilities:
• Three groundwater wells (800 - 1,200 gpm)
• 960,000-gallon bolted steel storage reservoir
• Booster pumping facility (2,500 gpm)
115,000 feet of AWWA C900 PVC water mains (6,8, 12, 16 inch), including isolation valves
and fire hydrants
• Service lines and customer meters
Operation of these facilities is documented in the Mayfield Springs "2022 - Water System
Operations and Maintenance Manual", submitted as a companion document.
Public Water System TFM I Mayfield Springs Development Page 8
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59

r9^_
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REGINA RD.
•
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Legend
Groundwater Wells
• Reservoir •- • -
Waterline Size(in)
—8
—12
—16
Source:Esd,Maxar,GeoEye,Earthstar Geographlcs,CNES/Airbus DS,USDA,USGS,Aero GRID,IGN,and the GIS User Community
V:\GIB\Projects\M-R Projects\MeyflelE\Maps\Iniraslruoiure Mapmxo
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W AT E K W O R K S Mayfield Springs Development
60

Element 3 COMPONENT INVENTORY AND CAPITAL
REPLACEMENT PLAN
A backbone water system facility inventory and annualized capital replacement plan (Table 3-1)
includes system components required to provide water service to Mayfield Springs residential
and commercial customers. The facility inventory includes water mains, customer service lines,
water meters, well facilities, water storage, booster pumping facilities, electrical equipment and
communication and control equipment. This capital reserve plan includes the general
depreciation schedule and annual capital reserve forecast for short-lived assets only. Short-lived
assets are those assets with an estimated useful life of fewer than 20 years, such as pumps,
structures, electrical equipment,water meters, chemical feed equipment, etc. The capital reserve
plan estimates an annual revenue requirement to collect from customers through rates and be
held in a reserve account for replacement of short-lived assets. The capital plan is based on
estimated construction costs and should be revised by the water system owner once actual cost
are known.
Once the water system is constructed, known facility costs will be input into this cost model to
produce a reasonable estimate of annual capital reserve revenue requirement. Due to the
dynamic nature of Mayfield Springs'phased growth,the cost model should be updated on a yearly
basis until full build out of the planned community. The annualized short-lived asset cost of
replacement, along with 0&M expenses, must be paid by customers to guarantee future funds
are available for both system operation and future capital requirements.The cost model assumes
an inflation factor of 3.0% and an interest rate of 4.0%.
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61

Mtty eld Springs Public Water System
Capital Inventory and Reserve Schedule
Short Lived Assets
Table 3-1, Capital Inventory and Reserve Schedule
Facility Description Size or Unit Cost Capital Cost Useful Life Replacement Replacement Annual
Length Year Cost @3.0% Cost @4.5%
Distribution System 4.5%
Water Meters 3/4" Radio $ 200 $ 463,800 15 2039 $ 722,585 $ 34,766
Meter Reading Software/Equipment Each $ 50,000 $ 50,000 15 2039 $ 77,898 $ 3,748
Source of Supply
Well Facility No. 1 : (800 gpm)
Well 800'-16" $ 500,000 $ 500,000 50 2074 $ 2,191,953 Long-Term
Pump and Motor 800 gpm $ 150,000 $ 150,000 15 2039 $ 233,695 $ 11,244
Electrical and Controls Each $ 75,000 $ 75,000 15 2039 $ 116,848 $ 5,622
Well Facility No. 2: (800 gpm)
Well 800'-16" $ 500,000 $ 500,000 50 2074 $ 2,191,953 Long-Term
Pump and Motor 800 gpm $ 150,000 $ 150,000 15 2039 $ 233,695 $ 11,244
Electrical and Controls Each $ 75,000 $ 75,000 15 2039 $ 116,848 $ 5,622
Well Facility No. 3: (800 gpm)
Well 800'-16" $ 500,000 $ 500,000 50 2074 $ 2,191,953 Long-Term
Pump and Motor 800 gpm $ 150,000 $ 150,000 15 2039 $ 233,695 $ 11,244
Electrical and Controls Each $ 75,000 $ 75,000 15 2039 $ 116,848 $ 5,622
Well Facility No. 4: (proposed)
Well 800'-16" Proposed Proposed 50 2074 - -
Pump and Motor 800 gpm Proposed Proposed 15 2039 - -
Electrical and Controls Each Proposed Proposed 15 2039 - -
Water Storage
Bolted Steel 1 .2 MG $ 900,000 $ 900,000 50 2053 $ 3,945,515 Long-Term
Booster Pumping
Main Booster:
Pump 1 (120 gpm) 10 Hp $ 7,500 $ 7,500 15 2039 $ 11,685 $ 562
Pump 2 (400 gpm) 30 Hp $ 15,000 $ 15,000 15 2039 $ 23,370 $ 1,124
Pump 3 (600 gpm) 50 Hp $ 20,000 $ 20,000 15 2039 $ 31,159 $ 1,499
Pump 4 (1,100 gpm) 75 Hp $ 50,000 $ 50,000 15 2039 $ 77,898 $ 3,748
Pump 5 (1,100 gpm) 75 Hp $ 50,000 $ 50,000 15 2039 $ 77,898 $ 3,748
Electrical and Controls Station $ 100,000 $ 100,000 15 2039 $ 155,797 $ 7,496
Chemical Feed Equipment Station $ 25,000 $ 25,000 15 2039 $ 38,949 $ 1,874
Communication and Controls
Communication/Control Equipment SCADA $ 100,000 $ 100,000 15 2039 $ 155,797 $ 7,496
Transportation and Equipment
Misc. Equipment Vehicles $ 75,000 $ 150,000 5 2029 $ 173,891 $ 31,786
Total Annualized Payment $ 4/106/000 $ 13/119/930 $ 1480400
*Historical construction cost data is unavailable. Actuall construciton cost will be included after construction.
Assumptions:
1) Inflation Rate = 3.0 %
2) Interest Rate = 4.5 %
3) All equipment costs are estimated. Actual cost must be input after construction.
62

Element 4 WATER USAGE PROJECTION
Water system customer usage and system demands for the Mayfield Springs water system are
generally composed of four components:
• In-home use
• Commercial use
• Lot irrigation
• Fre protection demands
Design demands have been estimated using equations from A Study of Residential Water Use as
recommended by IDEQ staff for metered water systems. The average day demand for lots within
the plan community is estimated at 500 gallons per day (gpd) per customer connection. In-home
domestic water usage for each home within Mayfield Springs is estimated at approximately
250 gpd. Lot irrigation is limited through the CCRs to approximately 500 gpd over a six-month
growing period. In addition to domestic supply, 1,500 gpm of fire protection capacity would be
required for all residential hydrants within Mayfield Springs.
Water system demands have been estimated at buildout for 2,319 residential and commercial
water customers. For the purpose of water use planning, all lots have been estimated with
equivalent water usage and daily demands (Table 4-1).
Table 4-1: Mayfield Springs PWS Design Demands
Mayfield Springs PWS Design Demands
Residential Customers 2,319
Average Lot Size 15,250(ft2) 0.35 acre
Average Day Demand (peak season) 0.34 gpm/customer 804 gpm
Peak Day Demand 0.61 gpm/customer 1,414 gpm
Peak Hour Demand 1.44 gpm/customer 3,370 gpm
Once actual customer water demand data is metered and collected for existing customers within
the Mayfield Springs Planned Community, future water demand requirements will be calculated
based on actual water usage.
Table 4-2: Mayfield Springs PWS Use Projections
Water Use Year
Projections 1 2 3 4 5
Customers(occupancy) 100 250 500 1,000 1,500
Average day per customer(gallons) 500 500 500 500 500
water Use/year(million gallons) 18.25 470.85 91.25 182.50 273.75
Note:Above projections assume 100%occupancy.
Public Water System TFM I Mayfield Springs Development Page 12
Mountain Waterworks 2022
63

Element 5 WATER RIGHT AND INITIAL
MONITORING
A municipal water right permit (No. 63-32225) was approved by the Idaho Department of Water
Resources (IDWR) on February 2, 2007 with a priority date of September 16, 2005. The proof of
beneficial use date is September 8,2022 at which time the water right will be licensed.The permit
allows for a diversion rate of 10 cfs (1,815 gpm) and annual diversion volume of 1,815 acre-feet
(AFA). application requests 1.43 cfs of water for domestic supply and 2.25 cfs of water for fire
protection purposes. Please refer to Exhibit 5-1 for the details of the approved permit.
Three groundwater wells will be ultimately drilled to supply the initial phases of the development,
and IDEQ has approved the design and construction of these wells. Water right permit No. 63-
2225,Well 1, 2, 3 well construction details, and proof of beneficial use will be included in the final
TFM document. Water quality sampling requirements, results and associated distribution system
monitoring are included in the 0&M manual companion document, Mayfield Springs Operations
Manual (April 2022). Additional groundwater monitoring for primary and secondary contaminants
will be collected as required by EPA and IDEQ during drilling of Wells No. 1,2,3 and will be provided
to IDEQ in the form of the required well completion reports.
Public Water System TFM I Mayfield Springs Development Page 13
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64

Element 6 MONITORING AND COMPLIANCE PLANS
As required by the "Idaho Rules for Public Drinking Water Systems", the Licensed Responsible
Charge Operator of the PWS must sample and test monthly for coliform bacteria (and more
frequently if contamination is found). Each well source must be sampled and tested annually for
nitrate. It is contemplated that IDEQ will advise the operator of additional sampling required to
meet the requirements of the Safe Drinking Water Act. All sampling will be performed by a
certified operations company retained by the Developer and analyzed by Analytical Laboratories,
Inc. of Boise, Idaho.
All required chemical contaminant sampling will be taken from a specific homeowner's tap to
guarantee consistency of sampling over time. Please refer to Exhibit 6-1, for a complete list of
primary regulated contaminants and corresponding maximum contaminant levels (MCLs) that
will be tested for on a schedule as determined by IDEA.
Public Water System TFM I Mayfield Springs Development Page 14
Mountain Waterworks 2022
65

Element 7 OPERATION AND MAINTENANCE
MANUAL
See Companion Document — Mayfield Springs Water System Operations Manual, April 2022.
Public Water System TFM I Mayfield Springs Development Page 15
Mountain Waterworks 2022
66

Element 8 CROSS-CONNECTION CONTRC _
PROGRAM
See Section 5 of Companion Document — Mayfield Springs Water System Operations Manual,
April 2022.
Public Water System TFM I Mayfield Springs Development Page 16
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67

Element 9 EMERGENCY RESPONSE PLAN
See Section 4 of Companion Document — Mayfield Springs Water System Operations Manual,
April 2022.
Public Water System TFM I Mayfield Springs Development Page 17
Mountain Waterworks 2022
68

Element 10 SOURCE PROTECTION PLAN
Each wellhead shall be protected with the following restrictions:
1. No parking of equipment or vehicles, storage of pesticides, herbicides, fertilizers,
petroleum products or other toxic or hazardous materials shall be permitted within a
50-foot radius of each wellhead in accordance with the "Idaho Rules for Public Drinking
Water Systems".
2. Petroleum products and other chemicals shall not be used on roads within 50 feet of each
wellhead.
3. No standing water or storm water runoff shall be permitted within a 50-foot radius of each
wellhead.
4. Design and construction of all water facilities shall be in full compliance with all DEQ and
IDWR standards established to minimize the potential for groundwater contamination
including:
a. IDAPA 37.03.09 "Well Construction Standards"
b. IDAPA 58.01.08.550 "Design Standards for Public Water Systems"
Public Water System TFM I Mayfield Springs Development Page 18
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69

Element 11 FIVE-YEAR SYSTEM OPERATING
BUDGET
The annual 0&M and capital reserve budget projections for the PWS are found in Exhibit 11-1.
The operation and capital budget was calculated using an inflation factor of 3.0% and interest
rate of 4.0%. An estimated user fee of $75.00 per month, or $900.00 per year is required to meet
the capital reserve and annual operating budget expenditures of the PWS. At this time, all cost
data has been estimated and will be updated after actual cost data is available.
Mayfield Springs' water and wastewater utilities will operate as their own separate enterprise
funds. Due to the startup nature of Mayfield Sewer and Water, and as shown in the fee schedule
provided in Exhibit 11-1,the Planned Community Developer will be required to subsidize revenue
during the early phase of the project. One year of operational costs will be deposited in the water
utility fund in the amount of $106,000 prior to the first customer served. In addition to the initial
0&M reserve fund, additional reserves will be generated through customer rates throughout
buildout of this project. Refer to Exhibit 11-1 for the water use fee calculation.
Public Water System TFM I Mayfield Springs Development Page 19
Mountain Waterworks 2022
70

Exhibit i
Mayfield Sewer and Water Corporation Certificate of Organization
Demonstration of Technical, Financial, and Managerial Capacity
Mayfield Springs Planned Community Public Water System
71

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0003702916 Qo
A�SEa STATE OF IDAHO
Office of the secretary of state, Lawerence Denney For Office Use Only Q0
y 4 c ARTICLES OF INCORPORATION (GENERAL BUSINESS -FILED- `j1
CORPORATION)
°r tiq Idaho Secretary of State File#:0003702916 N
�rF of PO Box 83720 \
Boise, ID 83720-0080 Date Filed: 12/9/2019 11.10.59 AM O
[phone] Lp
Filing Fee:$100.00-Make Checks Payable to Secretary of State \
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Filing Fee$100
Articles of Incorporation(General Business Corporation)
Select one: Standard, Expedited or Same Day Service(see Expedited(+$40;filing fee$140)
descriptions below)
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Article 1:Corporation Name
Type of Corporation General Business Corporation
Entity name MAYFIELD SEWER AND WATER CORPORATION
7d
Business Type: (D
If this corporation is a Benefit Corporation, Insurance Company or N
Trust,select here:
IJ-
Article 2:Effective Date C
The corporation shall be effective on a specific date. (D
12/09/2019
Time 12:01 am
Article 3:Shares
H
The number of shares the corporation is authorized to issue: 10,000 d
Article 4:The mailing address of the corporation shall be:
Mailing Address: GREGORY JOHNSON (D
PO BOX 344 0
MERIDIAN, ID 83680-0344 N
Article 5:Registered Agent Name and Address Ct
Registered Agent: GREGORY JOHNSON
Registered Agent
Physical Address
2463 E GALA O
SUITE 120 rh
MERIDIAN, ID 83642 W
Mailing Address ct
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Article 6:Incorporator Name(s)and Address(es) ct
Name Incorporator Address tD
GREGORY B JOHNSON PO BOX 344 r
MERIDIAN, ID 83680
(D
Article 7:Director Names and Addresses
Name Title Director Address
0
GREGORY B JOHNSON President PO BOX 344 (D
MERIDIAN, ID 83680
d
LAWRENCE SQUIRES Secretary PO BOX 344 (D
MERIDIAN, ID 83680
HEIDI M JOHNSON Vice President PO BOX 344 (D
MERIDIAN, ID 83680 'C
Page 1 of 2
72

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73

Exhibit 1
Mayfield Springs Planned Community Property Deeds
Demonstration of Technical, Financial, and Managerial Capacity
Mayfield Springs Planned Community Public Water System
74

Instrument#0000469053
r ELMORE COUNTY, ID
01:18:33 PM Oct 18,2018
For NEXTITLE-IDAHO
No. of Pages: 2 Fee: $15.00
BARBARA STEELE,Recorder
DE,Deputy
Electronically Recorded by Simplifile
AICCO MMO.DAT I Q N,O N LY
Grant Deed
Parkland Development, LLC, an Idaho limited liability company, Grantor, for good and
valuable consideration, the receipt of which is hereby acknowledged, does hereby grant, bargain
and convey to Mayfield Development LLC, an Idaho limited liability company, whose current
address is P.O. Box 344, Meridian, Idaho 83680, Grantee, effective January 12, 2018, the
following described real property located in Elmore County,Idaho,more particularly described as
follows:
See EXHIBIT"A"attached.
Together with all improvements, easements, hereditaments and appurtenances
thereto, and .subject to such rights, easements, covenants, restrictions and zoning
regulations as appear of record or based upon the premises.
SUBJECT TO taxes and assessments for the year 2018 and all subsequent years,
and to such rights,easements,liens,encumbrances,covenants,rights-of-way,reservations,
restrictions, and zoning regulations as appear of record or based upon the premises, and to
any state of facts an accurate survey or inspection of the premises would show.
The property described in this conveyance shall be the separate property of the Grantee,
and in accordance with the provisions of Idaho Code§ 32-906(1),all income,rents,issues,profits,
gains and appreciation of said property shall be the separate property of the Grantee.
IN WITNESS WHEREOF, the Grantor has executed this instrument this 2-9 IV
day of
September, 2018.
Parkland Development, LLC
By' -
ego on,its anager
"Grantor„
STATE OF IDAHO )
ss.
COUNTY OF ADA )
On this A- day of September, 2018, before me, a Notary Public in and for said State,
personally appeared Gregory B. Johnson, Manager of Parkland Development LLC, an Idaho
limited liability company,known or identified to me to be the person whose name is subscribed to
the within instrument,and acknowledged to me that he executed the same on behalf of said entity.
Lu,- OLul
1-.A-
Debbie A. Taylor
(SEAL) Notary Public for Idaho
Notary Public Commission expires: K 30 12-d 23
State of Idaho
Grant Deed Page I
75

ACCOMMO
Grant Deed
Parkland Development, LLC, an Idaho limited liability company, Grantor, for good and
valuable consideration, the receipt of which is hereby acknowledged, does hereby grant, bargain
and convey to Mayfield Development LLC, an Idaho limited liability company, whose current
address is P.O. Box 344, Meridian, Idaho 83680, Grantee, effective January 12, 2018, the
following described real property located in Elmore County, Idaho,more particularly described as
follows:
See EXHIBIT "A" attached.
Together with all improvements, easements, hereditaments and appurtenances
thereto, and subject to such rights, easements, covenants, restrictions and zoning
regulations as appear of record or based upon the premises.
SUBJECT TO taxes and assessments for the year 2018 and all subsequent years,
and to such rights, easements,liens,encumbrances,covenants,rights-of-way,reservations,
restrictions, and zoning regulations as appear of record or based upon the premises, and to
any state of facts an accurate survey or inspection of the premises would show.
The property described in this conveyance shall be the separate property of the Grantee,
and in accordance with the provisions of Idaho Code§ 32-906(1),all income,rents,issues,profits,
gains and appreciation of said property shall be the separate property of the Grantee.
IN WITNESS WHEREOF, the Grantor has executed this instrument this Zg"10 day of
September, 2018.
Parkland Development, LLC
By��#egop^VBrl!oon,
its manager
"Grantor"
STATE OF IDAHO )
ss.
COUNTY OF ADA )
On this d-81'�-day of September, 2018, before me, a Notary Public in and for said State,
personally appeared Gregory B. Johnson, Manager of Parkland Development LLC, an Idaho
limited liability company,known or identified to me to be the person whose name is subscribed to
the within instrument, and acknowledged to me that he executed the same on behalf of said entity.
Debbie A. Taylor !�n,
(SEAL) Notary Public for Idaho
Notary Public Commission expires: I L�3()(2,()23
State of Idaho
Grant Deed Page 1
76

n. S.
A <<
Township 1 North, Range 4 East, Boise Meridian, Elmore County, Idaho
Section 34: The South 1/2 Northwest 1/4, Southwest 1/4, and Southwest 1/4 Northeast 1/4
SAVE AND EXCEPT:
Beginning at a point on the West line of Section 34, Township 1 North, Range 4 East, B.M.
approximately 650 North from the West quarter corner of said Section which point is the intersection of
northeasterly right-of-way line of the Old Oregon Trail State Highway with said Section line; thence
North along the section line 300 feet; thence southeasterly parallel with anc approximately 200 feet
distant from said Highway right-of-line 400 feet; thence South parallel with Section line 300 feet to
Highway right of way line; thence northeasterly along right-of-way line 400 feet to the Point of
Beginning. ("Property")
77

Instrument#0000469054
ELMORE COUNTY,ID
01:18:36 PM Oct 18,2018
For NEXTITLE-IDAHO
No. of Pages: 2 Fee: $15.00
BARBARA STEELE,Recorder
DE,Deputy
Electronically Recorded by Simplifile
ACCOMMODATION ONLY
Grant Deed
Arbor Ridge, LLC, an Idaho limited liability company, Grantor, for good and valuable
consideration,the receipt of which is hereby acknowledged,does hereby grant,bargain and convey
to Mayfield Development LLC,an Idaho limited liability company,whose current address is P.O.
Box 344,Meridian,Idaho 83680,Grantee,effective January 12,2018,the following described real
property located in Elmore County, Idaho,more particularly described as follows:
See EXHIBIT"A"attached.
Together with all improvements, easements, hereditaments and appurtenances
thereto, and subject to such rights, easements, covenants, restrictions and zoning
regulations as appear of record or based upon the premises.
SUBJECT TO taxes and assessments for the year 2018 and all subsequent years,
and to such rights,easements,liens,encumbrances,covenants,rights-of-way,reservations,
restrictions, and zoning regulations as appear of record or based upon the premises,and to
any state of facts an accurate survey or inspection of the premises would show.
The property described in this conveyance shall be the separate property of the Grantee,
and in accordance with the provisions of Idaho Code§ 32-906(1),all income,rents,issues,profits,
gains and appreciation of said property shall be the separate property of the Grantee.
IN WITNESS WHEREOF, the Grantor has executed this instrument this 1J10day of
September, 2018.
Spring Hill, LLC
J-Line, LP,its Manager
By:
eg .J ,its General Partner
"Grantor"
STATE OF IDAHO )
ss.
COUNTY OF ADA )
On this 90--day of September, 2018, before me, a Notary Public in and for said State,
personally appeared Gregory B. Johnson, General Partner of J-Line, LP an Idaho limited
partnership, known or identified to me to be the person whose name is subscribed to the within
instrument, and acknowledged to me that he executed the same on behalf of said entity.
Debbie A. Taylor �� 4,
Y Notary Public for Idaho
Notary Public Commission expires: k lU01 2A Z3
State of Idaho
Grant Deed Page I
78

ACCOMMODATION ONLY
Grant Deed
Arbor Ridge, LLC, an Idaho limited liability company, Grantor, for good and valuable
consideration,the receipt of which is hereby acknowledged,does hereby grant,bargain and convey
to Mayfield Development LLC, an Idaho limited liability company,whose current address is P.O.
Box 344,Meridian,Idaho 83680,Grantee,effective January 12,2018,the following described real
property located in Elmore County, Idaho, more particularly described as follows:
See EXHIBIT"A" attached.
Together with all improvements, easements, hereditaments and appurtenances
thereto, and subject to such rights, easements, covenants, restrictions and zoning
regulations as appear of record or based upon the premises.
SUBJECT TO taxes and assessments for the year 2018 and all subsequent years,
and to such rights,easements,liens,encumbrances,covenants,rights-of-way,reservations,
restrictions, and zoning regulations as appear of record or based upon the premises, and to
any state of facts an accurate survey or inspection of the premises would show.
The property described in this conveyance shall be the separate property of the Grantee,
and in accordance with the provisions of Idaho Code § 32-906(1),all income,rents,issues,profits,
gains and appreciation of said property shall be the separate property of the Grantee.
IN WITNESS WHEREOF, the Grantor has executed this instrument this day of
September, 2018.
Spring Hill, LLC
J-Line, LP, its Manager
By: -
reg . J , its General Partner
"Grantor"
STATE OF IDAHO )
ss.
COUNTY OF ADA )
On this,. day of September, 2018, before me, a Notary Public in and for said State,
personally appeared Gregory B. Johnson, General Partner of J-Line, LP an Idaho limited
partnership, known or identified to me to be the person whose name is subscribed to the within
instrument, and acknowledged to me that he executed the same on behalf of said entity.
�� &'
(SEAL) Debbie A. Taylor Notary Public for Idaho
Notary Public Commission expires: t'3c��20 23
State of Idaho
Grant Deed Page 1
79

r eu euu ! 1 u: d•tmiq tyr LIYJC KJC I r nn r
PROPERTY DESCRIPTION
The land referred to in this Commitment is described as fail*",
TOWrnship 1 North,Rangs 4 East,Boise Meridian. Elmore County, Idaho
Sections 34: East Northeast'/.and a portion of tha Southeast%more particularty descrbad as follows:
Commencing at the SOulhwest corder of the SEy.(8 A comer)of Section 34,T.1N-R4E.,B,M.,THE REAL
Pt7INT OF BEGWNINC of this desciWon;
Thence along the West tine of said SEt4 N.0061372'E.Z34,61 feet b a point on Me Southerly right of way of S.
Desert Wind Road(Old US Hwy 30J;
Thence along said southerly right of way S.44.1 V52'E.0.12 fact to a point
Thence 00nttnuI49 S.44'10'46-E.327.77 feet to a point on the South line of said SE'/.;
Thence Wong South One of said SE'/4 ass 5_Desert Wind Road S.89'51 W E. 139,76 feet to a point on the
Northerly right of way of sold S. Desert Wind Road;
ThsncW along gold Northsriy dgkit of way N.4010/460 W.426M feet to a paint;
The+ue continuing N.44'16'52'W.101.96 feet to a point on oe West Me of said ae%;
Thence atone said West lino N.00913'2r E 2260.13 feet to the NW cornier of said SEY.;
Thence along the North Una of said SEA S.89*4343'E. 132326 That to ft SW oamerof the East A of the
NEV.of said Section 34;
Them elong the West lifts of said East%of the NE"/.N. W'l229"E.2633.73 feet to the NW corner of said
Thence along the North line of sold East%S.89034�W E 13.22.49 feet to the NE comer of said East%also
beh+g ttee NW comer of the Wad A of the,NWY.of Section 35;
Thence along North line of said West A N.89'46'41"E-1324.50 feet to the NE comer of said West%;
Thence along East tine of said West 1 r S.00°10W W.2632.88 feet to the SE comer of said West V
Thence along the North Una of the SW X of said Section 35 N.89'53D40 E.1325.32 feet to the NE corr4r of
said SW V.,
Thence along the East line of saki aw a.00T8'61'W.2547.70 feet to the SE comer of said SW'/.;
Thence along the South line of said SW%N.BV441581 W.2652.80 feet to Uie SW corner of said SW'/,also
being the SE comer of the said SE%of Section 34;
Thence along the South line of sold SE'/.N.891,51 150'W.2547.83 feet t0 tale REAL.POINT 0 F SM INNING.
sew on on 35: west%Noftmew v.erred Sou{fnrveat'/+ �r�"� �� R PD/N d NE 3VO yo
02,r6e-j No. R�01/J O y,3S-3010
80

Exhibit 1 -'�
Preliminary Mayfield Springs Planned Community Plat
Demonstration of Technical, Financial, and Managerial Capacity
Mayfield Springs Planned Community Public Water System
81

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Exhibit 1 -, .
Draft Operator Contract
Demonstration of Technical, Financial, and Managerial Capacity
Mayfield Springs Planned Community Public Water System
83

Valley Hydro, Inc.
Water System Utility Services
AGREEMENT TO PROVIDE SERVICES
at Mayfield Springs Subdivision Water System
Greg Johnson
VHI will provide the following services to the Company for the agreed upon compensation:
AGENCY MANDATES
1. Acquire and submit in a timely manner, any sample required by the Environmental
Protection Agency, hereinafter referred to as "EPA", the Idaho Division of Environmental
Quality, hereinafter referred to as "DEQ".
2. Report the results of any required samples to the Association, EPA, and DEQ as required
and provide follow-up, as needed, when any sample testing results indicate violation or
trend toward violation and recommend actions necessary to correct violations or potential
violations.
3. Provide EPA, DEQ and the Company with any federal or state mandated reporting
requirements, including annual Consumer Confidence Reports.
4. Services provided will conform to local, state and federal safety protocols.
ROUTINE MAINTENANCE
5. Provide onsite inspection of water system facilities owned by the Company, log all
pressure and flow information, and report any significant items to the Company.
6. Maintain chemical injection equipment and fill chemical storage tanks as needed.
7. Conduct drawdown tests at each well if facilities allow.
8. Inspect backup power generation equipment, ensure maintenance activities are performed
as needed by qualified personnel, and report any deficiencies to the association.
9. Clean Pump Stations and facilities as needed. Landscaping maintenance performed by
others.
10. Drive through subdivision to survey facilities.
CROSS CONNECTION CONTROL
11. Administer Cross Connection Control program in accordance with State Regulations and
current edition of American Waterworks Association Cross Connection Control Manual.
12. Perform testing of all backflow assemblies in the water system in accordance with
Addendum #1 attached to this document.
GENERAL
13. Interface with EPA, DEQ or other federal, state or local agencies as needed to respond to
inspection recommendations or resolution of emergency situations to ensure the water
system meets requirements and is operating safely.
14. Report any deficiencies in system operation or violation of water testing standards to the
Company and make recommendations for correction.
15. Maintain complete records related to the operation of the Company water system.
1 Proposed Mayfield Subdivision Service Agreement and Addendum #1
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REPORTING
16. Attend Home Owners Association meetings to discuss system status, upcoming events,
system improvements, problem resolutions, operations, etc. when requested.
17. Provide to Company the following reports.
a) Station Logs as requested..
b) Work orders, when generated, will be provided with each monthly bill and will include
a record of maintenance activities performed.
c) Annual Water System Report will include annual well station flow reports, chemical
usage and averages.
d) Annual Consumer Confidence Report
e) Test record of all backflow prevention assemblies tested and status of program.
f) All water quality test reports when received from laboratory.
OPERATIONS
18. Set and read meters as needed.
19. Respond to locate underground facilities upon notification by Digline and/or as needed.
20. Respond to assess customer complaints.
21. Perform fire hydrant and mainline valve maintenance as needed.
22. Perform water system flushing as scheduled and/or as needed.
23. Secure labor and materials for correcting any maintenance and operations problems.
24. Obtain Company approval for contractors, materials, maintenance and/or repairs that are
expected to exceed two thousand dollars ($2000).
EMERGENCY
25. Provide on-call response to emergencies or abnormal situations upon notification by a
Company member, homeowner, Management Company or by automatic alarm
notification.
26. Provide minimal electronic diagnostics and repairs (diagnostics and fuse/circuit breaker
replacement/repair).
27. Secure labor and materials for correcting any emergency situations that may arise.
VHI will provide these services for the following fees:
28. TBD
The Association also agrees to compensate VHI as follows:
29. Pay VHI for backflow testing according to fee schedule on Addendum #1
30. Compensate VHI for duties performed outside the scope of this agreement at a rate of fifty
($50) dollars per hour.
31. Compensate VHI for any incidental expenses incurred during daily operation of water
system including digline fees, miscellaneous materials and lab fees at a rate of cost plus
10%.
32. VHI will submit an invoice to the Company at the end of each month with payment due by
the 20th of the following month.
The parties hereby agree to the following:
33. The length of the term of this Agreement shall be five years, with successive five year
extensions upon approval of the VHI and the Company.
34. VHI shall provide liability insurance certificate in the amount of$1,000,000 to the
Company, and maintain said insurance throughout the life of this agreement.
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The parties to this agreement agree to the terms contained herein and affirm that they shall abide
by them through the life of the agreement.
Agreement Effective Date:
Dated this day of 2021
Mayfield Subdivision
Thomas J. Mehiel
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ADDENDUM #1
Backflow Device Testing
VHI will provide the following service to the Company for the agreed upon compensation
CROSS CONNECTION CONTROL
1. Initial test will be required to be completed, by others, upon installation of residential irrigation
system.
2. Test all Backflow Devices in accordance with the Mayfield Subdivision Cross Connection Control
program.
3. Follow testing and reporting guidelines established in the current edition of American Waterworks
Association Cross Connection Control Manual and in accordance with State regulations.
GENERAL
4. Begin testing after homeowners have turned on sprinkler systems for the irrigation season.
5. Test each Backflow Device connected to the Subdivision Drinking Water system.
6. Log all pertinent data on Test Report, to include:
a. Address
b. Device location on property
c. Device size, manufacturer, model, serial #.
d. System PSI
e. Test results
f. Repairs performed
g. Test date/repair date
h. Tester's signature and State License#.
7. Tag each device after passed test. Tag to include:
a. Tester's License#
b. Date of completed test.
8. Attempt to notify Homeowner in the event device fails.
a. Knock on door.
b. Hang notice on door
REPORTING
9. Provide test report(s)to Company and/or homeowner upon request.
10. Log all device testing info onto master list and provide final report to Company upon completion. To
include:
a. All properties tested or not
b. Device passed or failed
c. All other pertinent information available.
REPAIRS
11. All Backflow device repairs are the responsibility of the owner.
a. VHI or designated tester may offer to repair device at homeowner's expense to facilitate
test.
b. Homeowner may choose to have device repaired by others.
c. Upon completion of repairs by others, homeowner must forward test report to VHI and/or
the Company.
VHI will provide Backflow Device Testing services for the following fees:
12. TBD -each per annual test.
13. TBD - per retest if device repaired by others.
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Billing invoice will include detail of charges to each home
The Association agrees to compensate VHI as follows:
14. VHI will submit an invoice to the Company along with the regular VHI monthly invoice and copy to
the Company upon completion of testing.
5 Proposed Mayfield Subdivision Service Agreement and Addendum 91
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Exhibit 1 -!-
Draft Master Declaration of Covenants, Conditions, and Restrictions
Demonstration of Technical, Financial, and Managerial Capacity
Mayfield Springs Planned Community Public Water System
89

Master Declaration of Covenants,
Conditions & Restrictions
For
Mayfield Springs Planned Community
MASTER DECLARATION OF COVENANTS, CONDITIONS & RESTRICTIONS
FOR MAYFIELD SPRINGS PLANNED COMMUNITY-1 VERSION: January 5,2022
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THIS MASTER DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR
MAYFIELD SPRINGS PLANNED COMMUNITY is made effective on the , by
Mayfield Development, LLC, an Idaho limited liability company, hereinafter referred to as the "Declarant."
WHEREAS, the Declarant is the owner of certain real property in the County of Elmore, State of
Idaho, hereinafter referred to as the "Property," more particularly described as Exhibit A attached hereto
and made a part hereof.
ARTICLE I
DECLARATION
1.1. The Declarant hereby declares that the Property and each Building Lot, parcel or portion
thereof, is and/or shall be held, sold, conveyed, encumbered, hypothecated, leased, used, occupied and
improved subject to the following terms, covenants, conditions, reservations, easements and restrictions,
all of which are declared and agreed to be in furtherance of a general plan for the protection, maintenance,
subdivision, improvement and sale of the Property,and to enhance the value,desirability and attractiveness
of the Property.The terms, covenants, conditions, reservations, easements and restrictions set forth herein
shall run with the land constituting the Property and with each estate therein, and shall be binding upon all
persons having or acquiring any right, title, or interest in the Property or any Building Lot, parcel or portion
thereof: shall inure to the benefit of every Building Lot, parcel or portion of the Property and interest therein,
and shall inure to the benefit of and be binding upon the Declarant, it successors in interest and each
Grantee or Owner and his respective successors in interest, and may be enforced by the Declarant, by an
Owner or his successor in interest.
1.2. Notwithstanding the foregoing, no provision of this Declaration shall be construed as to
prevent or limit the Declarant's right to complete development of the Property and to construct
improvements thereon, nor the Declarant's right to maintain model homes, construction, sales or leasing
offices of similar facilities on any portion of the Property, nor the Declarant's right to post signs incidental to
construction, sales or leasing.
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ARTICLE II
DEFINITIONS
2.1 "Articles" shall mean the Articles of Incorporation of the Association.
2.2 "Assessments" shall mean those payments required of Owners and Association
Members including Regular, Special, and Limited Assessments of the Association as further defined in this
Declaration.
2.3 "Association" shall mean and refer to Mayfield Springs Property Owners Association,
Inc., an Idaho non-profit corporation, its successors and assigns.
2.4 "Association Rules" shall mean those rules and regulations promulgated by the
Association governing conduct upon the use of the Property under the jurisdiction or control of the
Association, the imposition of fines and forfeitures for violation of Association rules and regulations, and
procedural matters for use in the conduct of business of the Association.
2.5 "Beneficiary" shall mean a mortgagee under a mortgage or beneficiary under a deed of
trust, as the case may be, and/or the assignees of such mortgagee, beneficiary or holder, which mortgage
or deed of trust encumbers parcels of real property on the Property.
2.6 "Board" shall mean the Board of Directors or other governing board or individual, if
applicable, of the Association.
2.7 "Building Lot" shall mean and refer to any plot of land showing upon any recorded plat of
the Property. The term "Building Lot' shall not include Common Area but may include condominium units
to the extent that any are located on the Property.
2.8 "Bylaws" shall mean the bylaws of the Association.
2.9 "Class B Member Termination Date" shall mean the date on which; (a)the Declarant no
longer owns any Building Lot or any other portion of the Property; and (b)the Declarant informs the Board
in writing that the Class B membership is terminated.
2.10 "Common Area" shall mean all real property (including all the improvements thereto)
owned by the Association for the common use and enjoyment of the Owners. The Common Area in
Mayfield Springs Planned Community may include, without limitation, parcels designated as common
landscaped areas, irrigation facilities, private streets or drives, parking areas or drives, common open
space, park areas, Association facilities (including storage and maintenance facilities), homeowner
recreation facilities, and other amenities and facilities. Common Area shall be owned and maintained by
the Association, or its assigns and may include easement and/or license rights. Common Area may be
established from time to time by the Declarant by describing such area on a recorded Plat, by granting or
reserving Common Area in a deed or other instrument, or by designating Common Area as such in this
Declaration or any Supplemental Declaration.
2.11 "Common Expenses" shall mean the actual and estimated expenses incurred or
anticipated to be incurred by an Association for the general benefit of all Members, including any reasonable
reserve, as the Board may find necessary and appropriate pursuant to this Declaration, the Bylaws and
Articles.
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2.12 "Community-Wide Standard"shall mean the standard of conduct, maintenance, or other
activity generally prevailing throughout the Property and Mayfield Springs in accordance with the Project
Documents. Such standard may be more specifically determined from time to time by the Board and/or the
Design Committee.
2.13 "Conservation Advisory Committee" shall mean that certain entity identified and
described in the Wildlife Mitigation Plan that shall meet annually to review conservation actions and
associated short- and long-term goals for conservation in the Subdivision. The Conservation Advisory
Committee will work with the Conservation Director to identify on- or off-site easements or real property
acquisitions satisfying the intent of the Wildlife Mitigation Plan. The Conservation Advisory Committee shall
be made up of five (5) representatives, including a representative from: (1)the Association; (2)the County;
(3) Idaho Department of Fish &Game; (4)an entity designated by the Declarant and County that will be the
steward of the Conservation Assessment funds; (5) Declarant (prior to the Class B Termination Date); and
(6) the Conservation Director (who will vote only in the event of a tie vote following either an absence by
another Conservation Advisory Committee member or after the Declarant leaves the Conservation Advisory
Committee after the Class B Termination Date).
2.14 "Conservation Assessment" shall mean the Assessment charged by the Association to
each Owner in connection with the operation and administration of the Conservation and Education
Program.
2.15 "Conservation and Education Program" shall mean that certain program administered
by the Conservation Director and funded by the Conservation Fund, as further set forth in the Wildlife
Mitigation Plan (as the same may be amended from time to time) and Article V hereof.
2.16 "Conservation and Wildlife Areas" shall mean those areas that may be identified by the
Declarant or the Board from time to time, at the recommendation of the Conservation Director, as areas
intended for conservation for the benefit to the Property and/or the general public, as the case may be. The
Conservation and Wildlife Areas shall be administered per the direction of the Conservation Director.
2.17 "Conservation Director" shall mean that certain individual identified by the Board to
administer the requirements set forth in the Wildlife Mitigation Plan, as further described in Article V.
2.18 "County" shall mean Elmore County, Idaho.
2.19 "Declarant" shall mean Mayfield Development, LLC, an Idaho limited liability company, or
their successors in interest, or any person to whom the rights under this Declaration are expressly
transferred, in whole or in part, other than a transfer to individual Building Lot Owners by the Declarant or
their successors. All such rights may be assigned so long as the assignee contemporaneously agrees to
assume the duties of the Declarant and, upon such Person evidencing its agreement in writing in an
instrument to accept such assignment and to assume and perform such duties, such Person shall have the
same rights and powers and be subject to the same obligations and duties as are given to and undertaken
by the Declarant herein.
2.20 "Declaration" shall mean this Master Declaration of Covenants, Conditions and
Restrictions for Mayfield Springs Planned Community as the same may be amended and/or supplemented
from time to time.
2.21 "Design Committee" shall mean the Design Committee created by the Declarant
pursuant to this Declaration.
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2.22 "Design Guidelines" shall mean the design guidelines and rules promulgated, published,
amended and/or supplemented from time to time pursuant to this Declaration.
2.23 "Mayfield Springs" shall refer to the Mayfield Springs Planned Community.
2.24 "Improvement" shall mean any structure, facility or system, or other improvement or
object, whether permanent or temporary, which is erected, constructed or placed upon, under or in any
portion of the Property; including, but not limited to buildings, fences, streets, drives, driveways, sidewalks,
recreational paths, curbs, landscaping, signs, lights, mailboxes, electrical lines, pipes, pumps, ditches,
waterways, swimming pools and other recreational facilities and fixtures of any kind whatsoever.
Improvement(s) includes both new construction and any subsequent exterior improvements.
2.25 "Irrigation System" shall mean any system that may, in the discretion of the Declarant,
be from time to time constructed and, in the discretion of the Declarant, owned by Water Company, for the
purpose of delivering non-potable water to Owners for irrigation of their landscaped areas of their Building
Lots, and/or to an Association or Sub-Association, as applicable, for irrigation of the Common Area. The
Irrigation System may include, without limitation, pumps, pipes, treatment packages, detention and/or
retention pond(s), and other system equipment.
2.26 "Limited Assessment" shall mean a charge against a particular Owner, and such
Owner's Building Lot, directly attributable to such Owner, equal to the cost incurred by an Association in
connection with corrective action performed pursuant to the provisions of this Declaration and/or any
Supplemental Declaration, including, without limitation, damage to any Common Area, or the failure of an
Owner to keep such Owner's Building Lot and/or Improvements in proper repair, and including interest
thereon as provided in this Declaration and/or a Supplemental Declaration, if applicable.
2.27 "Member" shall mean each Person or entity holding a membership in the Association.
2.28 "Mortgage" shall mean and refer to any mortgage or deed to trust and "Mortgagee" shall
refer to the mortgagee, or beneficiary under a deed of trust, and "Mortgagor" shall refer to the mortgagor,
or the Declarant of a deed of trust.
2.29 "Occupant" shall mean any resident or occupant of a Building Lot other than the Owner,
including, without limitation, family members, guests, invitees and or/tenants.
2.30 "Owner" shall mean and refer to the record Owner, whether one or more persons or
entities, of a fee simple title to any Building Lot which is a part of the Properties, including contract sellers,
but excluding those having such interest merely as security for the performance of an obligation.
2.31 "Person(s)"shall mean any individual, partnership, corporation,trust,estate,or other legal
entity, including the Declarant.
2.32 "Phase" shall mean a defined portion of the Property which has been designated as a
phase by Plat and/or recorded Supplemental Declaration. Each Phase shall contain one or more Building
Lots, and may, in the Declarant's discretion, be managed by a Sub-Association pursuant to a Supplemental
Declaration.
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2.33 "Plat" shall mean any subdivision plat authorized by Declarant and covering any portion
of the Property as recorded at the Office of the County Recorder, Elmore County, Idaho, as the same may
be amended by duly recorded amendments thereof.
2.34 "Project Documents" shall mean the basic documents creating and governing the
Property including, without limitation, this Declaration, any Supplemental Declaration(s), Articles and
Bylaws of an Association,the Plat, the Design Guidelines, any other procedures, rules or regulations under
such documents by Grantor,an Association and/or the Design Committee,and any applicable requirements
of the County in connection with the approvals of the Subdivision.
2.35 "Properties" or"Property" shall mean and refer to the real property described on Exhibit
A, and such additions thereto as may hereafter be annexed and brought within the coverage of this
declaration as more particularly provided for herein.
2.36 "Regular Assessment" shall mean the portion of the cost of designing, constructing,
maintaining, improving, repairing, managing and/or operating all Common Area, including all Improvements
located thereon, and the other costs and expenses incurred to conduct the business and affairs of an
Association, which costs and assessments are levied against the Building Lot of each Owner by an
Association, pursuant to the terms of this Declaration and/or a Supplemental Declaration
2.37 "Sewer Assessment" shall refer to the monthly charges by the Sewer Company to an
Owner associated with connection to and use of the Sewer System, as further described in Article VII
hereof.
2.38 "Sewer Company" shall refer to Mayfield Sewer Services, Inc., or its successors or
assigns.
2.39 "Sewer System" shall mean any system designed to deliver sanitary sewer service to
Owners, and may include, without limitation, pumps, pipes, treatment packages, treatment plants, or any
other system as applicable.
2.40 "Set Back" means the minimum distance established by law between the dwelling unit or
other structure referred to and a given street, road or Building Lot line.
2.41 "Special Assessment' shall mean that portion of the cost of the capital improvements or
replacements, equipment purchases and/or shortages in Regular Assessments which are authorized to be
paid by each Owner to an Association pursuant to the provisions of this Declaration, or a Supplemental
Declaration, if applicable.
2.42 "Sub-Association" shall mean and refer to those portions of the Property as may be
established from time to time by describing such portions on a recorded Plat and designating it as such in
a Supplemental Declaration. A Sub-Association may, as further described in Article IX hereof, be provided
with the authority to administer property and enact separate Design Guidelines for Property located within
the Sub-Association. All Sub-Associations remain subject to this Declaration, but will be operated,
managed, and maintained by the Sub-Association and the expense thereof shall be assessed against the
Owners within the Sub-Association in accordance with the applicable Supplemental Declaration.
2.43 "Subdivision" shall have the same meaning as "Properties"or"Property" and refer to the
real property herein described, and such additions thereto as may hereafter be annexed and brought within
the coverage of this declaration as more particularly provided for herein.
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2.44 "Supplemental Declaration" shall mean any supplemental declaration including
additional covenants, conditions and restrictions that may be adopted by the Declarant with respect to any
portion of the Property.
2.45 "Unit' shall mean an unsubdivided parcel of land within the Property, or any divided
Building Lot or parcel within the Property depicted on a recorded condominium instrument, which may be
independently and conveyed and is zoned or otherwise intended for development, use, and occupancy.
2.46 "Water Assessments" shall refer to the monthly charges by the Association to an Owner
associated with connection to and use of the Water System, as further described in Article VI hereof.
2.47 "Water Company"shall refer to Mayfield Development, LLC, or its successors or assigns,
as further set forth in Article VI hereof.
2.48 "Water System" shall mean any system designed to deliver potable water to Owners for
culinary and other domestic household purposes, including irrigation of individual Building Lots, and may
include without limitation sources of water supply, any water and water rights, including groundwater and
groundwater rights, ditch and ditch rights, and storage and storage rights by the Declarant or Water
Company, as applicable, well lot (s), pumps, regulators, pipes and other delivery system equipment and
infrastructure.
2.49 "Waterway" shall mean any surface water amenity and any pond, stream, canal, lateral,
natural or artificial which is located on the Property.
2.50 "Wildlife Mitigation Plan" shall mean that certain Wildlife Mitigation Plan approved by
Elmore County and identified as Element F-8 of the Mayfield Springs Development Plan, on file with Elmore
County and as the same may be amended from time to time.
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ARTICLE III
RESERVATION AND ACKNOWLEDGEMENT OF RIGHTS
3.1 Reservations by Declarant. Each Owner of any Building Lot, by acceptance of a deed
therefore (whether or not it shall be so expressed in such deed), is deemed to acknowledge that the
Declarant has expressly conveyed, reserved, created and granted the following rights, interests, and
easements for itself and, as it determines appropriate, for the Association.
3.2 Phased Development; Consent. Owner acknowledges that the development of the
Property will be phased over time and construction activities will occur on the Property throughout the
development process. Additional phases of the Subdivision will be identified by Supplemental Declaration
in connection with the recordation of each applicable Plat. As further set forth in Section 17.7.8 hereof,
Owner recognizes that the development of the Property and creation of phases may change from time to
time in the Declarant's discretion, and no Owner shall object to, interfere with or otherwise impede the
development of any remaining portion of the Property, or any additional land annexed to the Property or
the Subdivision. Each Owner's agreement not to object to or oppose the development of the Subdivision
is a material consideration to the conveyance of any portion of the Property by the Declarant to such Owner.
3.3 Mixed-Use Development. Mayfield Springs is planned as a mixed-use development that
the Declarant currently intends to develop in accordance with existing development approvals obtained by
the Declarant from the County, or any other development plan(s)for which the Declarant may from time to
time obtain approval from the County. The Property may be developed for homes, Common Area, and
small-scale agricultural uses, as well as mixed or commercial uses. The precise requirements and
limitations on mixed-use or commercial development will be set forth in the applicable Supplemental
Declaration and may alter the terms of this Declaration, as amended from time to time. Any development
plans or schemes for the Property in existence prior to or following the effective date of this Declaration are
subject to change by the Declarant.
3.4 Pathways. The Property will contain certain pathways that are accessible by Owners and
certain pathways that will be accessible by Owners and the general public. Each Owner acknowledges
that members of the public may use identified pathways and that the Declarant, the Association, and any
Sub-Associations (as applicable) will have access to maintain, operate, and repair such pathways. Such
pathways will include the greenbelt areas on Dry Creek and Spring Valley Creek, the use of which will be
subject to Association Rules controlling access to such Waterways.
3.5 Agricultural Uses. Each Owner of any Building Lot, by acceptance of a deed therefore
(whether or not it shall be so expressed in such deed), is deemed to acknowledge that agricultural traffic
may use the public streets within the Property for access to and from Brookside Lane and Dry Creek Road
to parcels not within the Property. Each Owner is deemed to further acknowledge that agricultural activities
surrounding the Property, which may include noise from farm equipment, may occur at any time (24 hours
a day). No agricultural operation, agricultural facility, or expansion thereof shall be or become a nuisance,
private or public, by any changed conditions in or about the surrounding nonagricultural activities after it
has been in operation for more than one (1) year, when the operation, facility, or expansion was not a
nuisance at the time it began or was constructed. The provisions of this section shall not apply when a
nuisance results from the improper or negligent operation of an agricultural operation, agricultural facility,
or expansion thereof.
3.6 No Other Recordation. No Person shall record any declaration of covenants, conditions
and restrictions, or declaration of condominium or similar instrument affecting any portion of the Property
without the Declarant's review and written consent, which consent may be withheld by Declarant in its sole
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and absolute discretion. Any attempted recordation without such consent shall result in such instrument
being void and of no force and effect unless subsequently approved by recorded consent signed by the
Declarant. This section may not be amended without the written consent of the Declarant. The rights
contained in this section shall terminate upon the earlier of: (a) twenty (20) years from the date this
Declaration is recorded; or (b) upon recording by the Declarant of a written statement that all construction,
sales and/or leasing activity by the Declarant in connection with the Subdivision has ceased.
ARTICLE IV
GENERAL AND SPECIFIC RESTRICTIONS
4.1. Improvements—Generally. All Improvements are to be designed, constructed and used
in such a manner as to promote compatibility between the types of uses contemplated by this Declaration
and to maintain the Community Wide Standard. Specific design and construction guidelines are contained
in the Design Guidelines. The Design Guidelines and the general instructions set forth in this Declaration
shall govern the right of an Owner, except the Declarant, to construct, reconstruct, refinish, remove, add,
alter or maintain any Improvement upon, under or above the Property, and to make or create any excavation
or fill on the Property,or to make any change in the natural or existing surface contour or drainage, or install
any utility line or conduit on, under, or above the Property, without limitation, any Building Lot.
No Building Lot shall be improved except as permitted under the Design Guidelines.
4.2. Plat Conditions. All covenants, conditions and restrictions, notes, easements and other
matters set forth on all Plats are hereby incorporated by reference as material terms of this Declaration and
notice is hereby given to the same.
4.3. Land Use and Building Type in Residential Zones. In all residential zones, all Building
Lots shall be used for single family residential purposes and such uses as are customarily incidental thereto.
No Building Lot shall be used at any time for commercial or business purposes except for such commercial
or business purposes as shall be conducted and maintained solely within a residential dwelling unit;
provided that no signs relating to said commercial or business activities shall be displayed where visible
from any public or private road with the Subdivision; and further provided that such commercial or business
purposes shall not cause or result in the parking of vehicles on any public or private road with the
Subdivision.
4.4. No Hazardous Activities. No activities shall be conducted on the Property and no
improvements shall be constructed on the Property that are or might be unsafe or hazardous to any Person
or Property.Wood-burning stoves,fireplaces and outdoor fire pits are allowed in Mayfield Springs, however,
wood burning in Mayfield Springs may be banned from time to time when the air quality in the vicinity is
deemed unhealthy or hazardous by the applicable government agencies.
4.5. Energy Devices; Outside. No energy production devices, including without limitation
solar panels or solar collectors and, energy production devices (such as generators) of any kind shall be
constructed or maintained on any portion of the Property except with the prior written approval of the Design
Committee. This section shall not apply to passive solar energy systems incorporated in the approved
design of a residential structure.
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4.6. Antennae. No exterior radio antenna, television antenna, satellite dish antenna or other
antenna of any type shall be erected or maintained on the Property unless such is located or screened in a
manner acceptable to and approved by the Design Committee.
4.7. Size Limitations. All units shall follow the dimensional design standards outlined in the
Design Guidelines, Section 2.3.3 for interior floor areas, exclusive of porches and garages.
4.8. Garages. Each Unit constructed within the Property shall include at least a two (2) car,
enclosed garage, which is an integral part of the Unit structure.
4.9. Storage Buildings. No outbuildings shall be constructed, erected or placed until the same
has been approved by the Design Committee as to size, location and exterior design. It is the Declarant's
intent that the design of any outbuilding that the Design Committee may approve must be consistent with
the dwelling unit existing or to be constructed on the said Building Lot and the placement of any outbuildings
are located to minimize potential, negative aesthetic impact on adjoining property and the Subdivision. No
outside storage building may be constructed without the approval of the Design Committee and any
applicable government authority with jurisdiction over the same.
4.10. Roofing Material. The roof of each Unit may be constructed of asphalt shingles, or such
other material as may be approved by the Design Committee in writing.
4.11. Garbage and Refuse Disposal. No rubbish, trash, garbage, refuse or debris shall be
placed or allowed to remain on the Property except trash kept and maintained with the interior of a Unit in
sanitary containers.All such material shall only be kept in sanitary containers.All equipment for the storage
or disposal of such material shall be kept clean, neat and in sanitary condition, and shall be appropriately
screened and kept out of view from any street except as necessary on trash pickup days.
4.12. Livestock and Poultry. Dogs, cats or other household pets may be kept on any Building
Lot provided that they are not kept, bred, or maintained for any commercial purpose and provided that the
keeper of such pets complies with all applicable laws, rules and regulations. Cats kept on any Building Lot
shall be assessed an annual $50.00 fee as part of such Building Lot's Conservation Assessment. With
written approval of the Design Committee, roosters, chickens, horses, goats, cattle and sheep may be kept
on Building Lots that are 18,000 square feet or larger. Such animals and livestock may be kept only for
personal and recreational purposes and shall not be kept, bred, or maintained for any commercial purpose,
and the Owner of such animals and livestock shall comply with all county laws, rules and regulations.
4.13. Oil, Gas and Mining Operations. No oil or natural gas drilling, oil or natural gas
development operations, oil refining, quarrying or mining operation of any kind shall be permitted upon the
Property, nor shall oil or natural gas wells, tanks, tunnels, mineral excavations or shafts be permitted upon
the Property without the prior written authorization of the Declarant which may be withheld in the Declarant's
sole discretion. No derrick or other structure designed for use in boring for oil or natural gas shall be erected,
maintained or permitted upon the Property with the prior written authorization of the Declarant which may
be withheld in the Declarant's sole discretion.
4.14. Boats, Campers, Farm Equipment and Other Vehicles. No boats, trailers, tractors,
recreational vehicles (example: any trailers, campers, motor homes, automobile campers or similar vehicle
or equipment) dilapidated, un-repaired, broken down or unsightly vehicles, or similar equipment,
motorcycles, snowmobiles, personal watercraft, commercial vehicles or trucks (working or non-working)
greater than three quarter (3/4) of a ton in size shall regularly or as a matter of practice be parked, stored
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on any portion of the Property(including streets and driveways)unless enclosed by a structure or screened
from view in a manner approved, in writing, by the Design Committee.
4.15. Bathrooms. All bathroom sink and toilet facilities shall be inside residential buildings and
shall be connected by underground pipes directly to the sewer system.
4.16. Light,Sound—General. All lighting shall meet the requirements of the Design Guidelines.
No light shall be emitted from any Building Lot which light is unreasonably bright or causes unreasonable
glare. No sound shall be emitted from any Building Lot, which is unreasonably loud, or annoying, and no
odors shall be emitted from any Property, which are noxious or offensive to others.
4.17. Construction. During the course of actual construction of any permanent improvements,
the restrictions contained in this Declaration and any supplemental declarations shall be deemed waived
to the extent necessary to permit such construction, provided that during the course of such construction
nothing shall be done which will result in a violation of these restrictions upon completion of construction
and all construction shall be diligently prosecuted to completion, continuously and without delays.
4.18. Reconstruction. In any case where it is necessary to reconstruct a Unit, said
reconstruction shall be prosecuted diligently, continuously and without delays from time of commencing
thereof until such structure is fully completed and painted, useless prevented by causes beyond control and
only for such time that such causes continue.
4.19. Fences. All fences must comply with the Design Guidelines and must be approved in
writing by the Design Committee in accordance with the aforementioned procedures.
4.20. Dog Runs & Kennels. No dog run or kennel shall be constructed, erected, or placed until
the same has been approved by the Design Committee as to size, location and exterior design. It is the
Declarant's intent that the placement of any dog run or kennel be located to minimize potential negative
aesthetic impact on adjoining property and the Subdivision. No dog run or kennel shall be permitted to be
kept or placed within five (5) feet of a set-back line where applicable. Dog runs or kennels shall only be
permitted to be placed and maintained in the rear of the dwellings and in no event shall such structure be
visible from the street. All dog runs or kennels shall comply with all applicable laws and rules.
4.21. No Dumping. No excavation material, grass or yard clippings, rubbish, trash, garbage,
refuse or debris shall be placed or allowed to remain on any vacant or unimproved Building Lot,without the
prior written approval of the Declarant or Design Committee. An Owner who dumps such material shall be
liable for the cleanup and/or removal costs.
4.22. Building Lot Grading and Drainage. Owners shall maintain and repair all graded surfaces
and erosion prevention devices, retaining walls, drainage structures and devices including, without limitation,
any drainage facilities depicted a Supplemental Declaration, or any other means or devices, which are not the
responsibility of the ACHD or other public agency, and plantings and ground cover installed or completed
thereon to the specifications and requirements set forth in the International Residential Code. Drainage
directed to the adjacent road right of way shall be limited to that area as depicted on the approved Civil
Grading Plan for any phase of the Subdivision. Said Civil Grading Plan is general as it pertains to grading;
it does not depict final grading and in no way replaces the requirements of the International Residential
Code
4.23. Front and Side Yards. Subject to the Design Committee's prior approval of a landscape
plan submitted by an Owner consistent with the Design Guidelines,the front yard of each Building Lot, and the
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side yard of any Building Lot which is adjacent to a street, must be landscaped and planted with sod or seed
within thirty(30)days of issuance of the Certificate of Occupancy for a residential dwelling Unit on any Building
Lot,except between December 1 st and March 1 st, and then as soon thereafter as the weather permits,together
with a minimum of two(2)evergreen trees, at least fourteen (14)feet in height,ten (10)five-gallon bushes,and
an underground automatic sprinkler system attached to the pressurized irrigation system. All remaining
portions of the yard area of each Building Lot must be planted with sod, seeded and/or landscaped, within
ninety (90) days of issuance of the Certificate of Occupancy, or as soon thereafter as weather permits. The
failure of the Owner to timely comply with this paragraph shall constitute a failure to perform exterior
maintenance and the Association and/or the Declarant shall have all rights and remedies provided in
Declaration, including, without limitation, the right to landscape the Building Lot as required hereunder. Such
cost shall be a Limited Assessment and shall create a lien enforceable in the same manner as other
Assessments set forth herein. Each Owner shall pay all amounts due for such work within ten (10)days after
receipt of written demand therefor.
4.24. Residential Building Lot Landscaping. If the Declarant sells one or any of the Building
Lots to a third party, the new owner of the Building Lot or Building Lots (third party) must maintain the Building
Lot with absence of weeds, debris, and unsightly material if construction has not commenced within 30 days of
Building Lot closing. Following the close date of the Building Lot sale or sales,the new owner has one(1)year
to begin construction of a residential home, which is to be diligently prosecuted to completion.
4.25. Sight Distance at Intersections. No fence, wall, hedge or shrub planting which obstructs
sight lines at elevations between two (2) and six (6) feet above the roadway shall be placed or permitted to
remain on any corner Building Lot within the triangular area formed by the street Property lines and a line
connecting them at points(30)feet from the intersection of the street lines,or in the case of a rounded Property
corner from the intersection of the street Property lines extended. The same sight-line limitation shall apply on
any Building Lot within ten (10')feet from the intersection of a street property line with the edge of driveway or
alley pavement. No tree shall be permitted to remain within such distances of such intersections unless the
foliage line is maintained at sufficient height to prevent obstruction of such sight lines.
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ARTICLE V
WILDLIFE MITIGATION PLAN
5.1. Wildlife Mitigation Plan. Future development within the Subdivision is subject to the
Wildlife Mitigation Plan.
5.2. Conservation Assessment. Funding associated with the Wildlife Mitigation Plan,
including operation of the Conservation and Education Program, shall be provided by an ongoing
assessment against each Building Lot, as follows: upon the sale of
any Building Lot; to be charged to each Building Lot annually; and an
additional charge of to be charged to each Building Lot with an Owner
maintaining cats at such Building Lot. Such Conservation Assessments will not be reduced below the
foregoing amounts, but may be adjusted upward from time to time by the Association (in its sole and
absolute discretion) upon recommendation by the Conservation Director. Conservation Assessment fees
collected in any fiscal year must be expended by the end of the fifth (5'")fiscal year following such receipt,
and shall be expended on conservation efforts both within the Property and elsewhere. Such conservation
efforts may include, but are not limited to, acquisition of property in fee simple or via easement.
5.3. Conservation Assessment Properties. The Conservation Assessments will be collected
by the Association and transferred to a fund overseen by the Conservation Advisory Committee, which will
work with the Conservation Director to acquire, own, and maintain properties acquired in accordance with
the terms of the approved Wildlife Mitigation Plan.
5.4. Wildlife Provisions. Capturing, trapping, killing or otherwise engaging in activities that
threaten the protection of wildlife within the Property, except in circumstances posing an imminent threat to
the safety of persons and their pets are prohibited.
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ARTICLE VI
DOMESTIC WATER SYSTEM
6.1. Water System. Each Building Lot shall have access to the Water System to be owned and
operated by the Water Company, subject to the provisions of this Declaration. Any and all water rights
appurtenant to the Property and which service the Water System shall be owned by the Water Company.
Building Lot Owners shall have no right, title and/or interest in any water and water rights, including
groundwater and groundwater rights, ditch and ditch rights, and storage and storage rights. Each Owner
acknowledges that it does not have any right, title or interest in any such water or water rights or ditch or
canal company or other water company shares or rights.
6.2. No Separate Water Supply. No individual domestic water supply system shall be
permitted on any Building Lot.All Building Lots shall be subject to all connection requirements of the Water
Company.
6.3. Connection Fees. Connection Fees to the Water System are
, and remain subject to amendment by Association from time to time.
Connection fees shall, in any event, be commensurate with actual costs and shall be comparable to costs
paid in other similar developments in the area of the Subdivision. In no event will such Connection Fees
include reimbursement to allow the Water System's wells, springboxes, reservoirs, and mains to be
constructed.
6.4. Water Assessments. The Association shall pay the Water Company for the Water
Company's costs and fees arising from the construction, operation, maintenance, repair, and replacement
of the Water System. At the beginning of each calendar year, Association shall establish monthly charges
for on-going Water System use, operation, maintenance and reserves, which Water Assessments may be
adjusted annually based on actual operation and maintenance expenses and shall include a reasonable
reserve amount for future capital expenditures related to Water System facilities maintenance and
replacement. Such Water Assessments shall be charged and collected by the Association. The initial
Water Assessment shall be Dollars plus per hundred
cubic feet (CCF) delivered per month. Notwithstanding anything to the contrary contained herein, the
Association will be entitled to terminate service to any Building Lot for failure to pay any required Water
Assessment. In such event, an Owner will be charged a reconnection fee of One Hundred and No/100
Dollars ($100.00),which shall bear interest from the due date at the rate of eighteen percent(18%) per
annum or at the highest rate allowed by law if such rate is less than 18%.
6.5. Water Metering. All Building Lots shall be metered to measure use of the water and the
Water System in connection with each Building Lot. The Association may use such meters to establish a
reasonable monthly maximum amount of water allowed for use in connection with each Building Lot. If any
such meter indicates that a Building Lot Owner uses more water, as reasonably compared to the amount
of water used by other Building Lot Owners (generally, more than 2500 gallons per day), the Association
reserves the right to charge the Building Lot Owners an "Excess Water Assessment,"which shall be set at
a rate higher than standard Water Assessments but shall otherwise be charged as established in Section
6.4 above. The Association reserves the right to set additional rules for consumption of water delivered by
the Water System, including, but not limited to, the authority to establish guidelines for landscape watering.
6.6. Water Reserves. The Association shall maintain a separate bank account in connection
with the Water System. All Water Assessments shall be deposited therein for use in connection with Water
System-related expenses, and revenue in excess of paid operation and maintenance costs shall be held in
reserve for future capital expenditures.
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6.7. Backflow Systems and Assemblies. Each Building Lot shall be equipped with approved
backflow prevention systems and assemblies. All backflow prevention assemblies installed on any Building
Lot must be listed in the most recent edition of the University of California Foundation for Cross-Connection
Control and Hydraulic Research. The backflow prevention system and assembly must be buried and
installed on the service line after the water meter and prior to adding connections to the service line. It shall
be the responsibility of each Building Lot Owner, at such Building Lot Owner's sole cost and expense, to
promptly replace any backflow prevention system and assembly existing on any Building Lot that is no
longer listed on the foregoing list of approved backflow prevention systems and assemblies. Each Building
Lot Owner, at such Building Lot Owner's sole cost and expense, shall ensure the correct operation of the
backflow prevention system and assembly on such Building Lot and shall test the functioning of the
backflow prevention system and assembly at least annually and report the result of such testing to the
Water Company. Testing must be performed by a backflow assembly tester licensed by the State of Idaho.
6.8. Maintenance of Water System. The Water Company shall, at the Association's expense,
maintain the Water System and keep the same in good condition and repair. Routine maintenance, repair,
and replacement costs will be paid for through Water Assessments. In the event of emergency repair or in
the event reserves or ongoing budgets are inadequate to cover costs of repair, the Water Company shall
notify the Association of the need for such repairs, which amounts shall be paid within thirty (30) days of
receipt of an invoice. The costs to address such emergency repairs may be charged to Owners as a Special
Assessment.
6.9. Easement for Maintenance. The Water Company and its authorized representatives, as
well as authorized representatives of the Association, shall have a permanent easement to go upon the
Building Lots and/or Common Area to operate and perform maintenance, repair, and replacement in
connection with the Water System.
6.10. Access to Water System Facilities. Access to the Water System shall be restricted to
the Water Company, the Association, and the authorized representatives and contractors of the Water
System. Such Water System facilities are excluded from Common Area access rights held by Building Lot
Owners.
6.11. Pressurized Irrigation. The Declarant may, at its option and in its sole discretion, provide
a pressurized, non-potable Irrigation System in any Phase of the Property. In the event the Declarant
determines to provide a pressurized, non-potable Irrigation System in any Phase of the Property, such
Irrigation System shall be operated, maintained, and paid for as described in a Supplemental Declaration
for such Phase.
6.12. Transfer of Water System. During the development phase of the project, the Water
System shall be owned by Water Company; provided, however,Water Company, in its sole discretion, shall
convey the Water System to the Association, a water district(if formed), or other qualified entity(the"Water
System Transferee") following Grantor's receipt of written authorization for such transfer from the Idaho
Department of Environmental Quality. If the Water System will be transferred to an entity other than the
Association, documentation of the other Water Provider's Technical, Financial, and Managerial (TFM)
capacity to operate the Water System must be provided to, and approved by, IDEQ prior to the transfer.
Water Company intends to transfer ownership of the Water System prior to the earlier of: (i) the
date when 2,300 lots are sold to individual homeowners, or (ii) ten (10) years after the first customer has
received water service from the Water System. Upon such transfer, Water Company shall notify the
Association in writing of the transfer. From such date, the Water System Transferee shall be responsible
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for the ownership, operation and maintenance of the Water System. The transfer or conveyance to the
Water System Transferee shall be free and clear of all encumbrances and liens, except: (i) current real
property taxes prorated to the date of such transfer, and (ii) reservations, covenants, conditions and
restrictions then of record, including those set forth in this Declaration.
When Water Company transfers the Water System to the Water Transferee, the Water System
Transferee shall contact the Idaho Department of Water Resources, Western Regional Office, to arrange
for any and all water rights appurtenant to the Water System are properly assigned. If the transfer of the
Water System occurs prior to corrosion control treatment evaluation, the Water System Transferee shall be
responsible for all corrosion control testing and treatment costs.
If the Water System Transferee is the Association, the following shall apply:
(i) The Association shall have the right thereafter to transfer, sell or convey the Water
System to a public or private entity, conditioned only upon reasonable assurances that the Water
System shall be owned, operated and maintained in a manner that shall provide service from the
Water System to Owners on a continuing basis with quality of service equal to the Community-
Wide Standard, and service that meets all applicable governmental laws, ordinances and
regulations.
(ii) If the Association contemplates dissolution at any time when the Association owns
and operates the Water System,the Association shall contact IDEQ. The Association shall contract
with an entity approved in writing by the IDEQ to own and operate the Water System, prior to such
dissolution. Dissolution shall not occur without written approval of IDEQ.
(iii) The Association shall incorporate and recover sewer charges with the
Association's Regular or Special Assessments, which shall be charged as otherwise set forth in
this Declaration. The amount of such Assessments shall be reviewed annually by the Association,
and may be adjusted annually based on actual operation and maintenance expenses and projected
future capital expenditures. Such Assessments shall include a reasonable reserve amount for
future capital expenditures for facilities maintenance and replacement. The Association shall
maintain a separate bank account in connection with the Water System and all charges and/or
Assessments and reserve funds collected by the Association relating to the Water System shall be
deposited therein, and revenue in excess of paid operation and maintenance costs shall be held in
reserve for future capital expenditures.
If the Water System Transferee is not the Association,such Water System Transferee may propose
an alternative rate structure, accounting procedures, and/or auditing procedures, conditioned upon
approval in writing by the IDEQ, conformance with Idaho law, and reasonable assurances that the Water
System shall be owned, operated and maintained in a manner that shall ensure service to Owners on a
continuing basis with service that meets all applicable governmental laws, ordinances and regulations.
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ARTICLE VII
DOMESTIC SEWER SYSTEM
7.1. Sewer System. Each Building Lot shall have access to the Sewer System to be
constructed and initially owned and operated by the Sewer Company, subject to the provisions of this
Declaration.
7.2. No Separate Septic System. No separate or individual septic system, regardless of the
proposed use of such septic system, shall be permitted on any Building Lot other than facilities associated
with the Sewer System.
7.3. Connection Fees. The Sewer Company shall establish a schedule of hook-up and/or
connection fees for new residential or commercial construction within Mayfield Springs, which fees shall be
paid directly to the Sewer Company. Connection fees for sewer service are
, but may be adjusted by the Sewer Company from time to time.
7.4. Operation and use of the Sewer System. The Sewer System shall be operated in
accordance with the laws of the State of Idaho and all rules and regulations promulgated from time to time
by the Sewer Provider and any governmental entity having jurisdiction thereover, including all pretreatment
standards or requirements. There shall be no disposal into the Sewer System, directly or indirectly, of,
without limitation: hazardous materials or waste; heavy metals; solvents; fats; oils; grease; ignitable
materials or waste; reactive materials or waste; and/or pharmaceuticals. Each Owner assumes full
responsibility, at such Owner's sole cost and expense,for such Owner's and/or any of such Owner's family,
guests, agents', employees' and/or independent contractors' compliance with these requirements and any
applicable state or federal requirement, including fines and penalties.
7.5. Sewer Assessments. At the beginning of each calendar year,the Sewer Company shall
establish monthly flat-rate Sewer Assessment charges for on-going Sewer System use, operation,
maintenance and reserves, which Sewer Assessment may be adjusted annually based on actual operation
and maintenance expenses and shall include a reasonable reserve amount for future capital expenditures
related to Sewer System facilities maintenance and replacement. The Sewer Assessment may be charged
to each Owner directly by the Sewer Company on a monthly basis, or may be assessed through the
Association and transferred to the Sewer Company. The initial Sewer Assessment shall be
per month ($_.00). Any failure to pay required Sewer Assessments shall
incur a penalty as prescribed by the Sewer Company and shall bear interest from the due date at the
rate of eighteen percent(18%) per annum or at the highest rate allowed by law if such rate is less than
18%.
7.6. Easement for Maintenance. The Declarant, the Sewer Company, and authorized
representatives and contractors of the Sewer System shall have a permanent easement to go upon the
Building Lots and/or Common Area in Mayfield Springs to operate and perform maintenance in connection
with the Sewer System.
7.7. Access to Sewer System Facilities. Access to the Sewer System facilities shall be
restricted to the Sewer Company and authorized representatives and contractors of the Sewer System. To
the extent Sewer System facilities are located on Common Area, such facilities shall be excluded from any
Common Area access rights held by Building Lot Owners. If the Association becomes the owner of the
Sewer System, Building Lot Owner(s)will not have access to Sewer System facilities unless the governing
board of the Association has so authorized the Building Lot Owner(s).
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7.8. Transfer of Sewer System. The Sewer Company may, in its sole discretion, convey fee
simple title to the Sewer System to the Association, or other public or private entity ("Other Sewer
Provider"), only following Sewer Company's receipt of written authorization for such transfer from the Idaho
Department of Environmental Quality. If the Sewer System will be transferred to an entity other than the
Association, documentation of the receiving entity's TFM and capacity to operate the Sewer System must
be provided to, and approved by, IDEQ prior to the transfer.
ARTICLE VIII
MAYFIELD SPRINGS PROPERTY OWNERS' ASSOCIATION, INC.
8.1. Organization of Association. The Association is an Idaho non-profit corporation formed
under the provisions of the Idaho Non-Profit Corporation Act and shall be charged with the duties and
invested with the powers prescribed by law, and set forth in the Article, Bylaws and this Declaration. Neither
the Articles nor the Bylaws shall, for any reason, be amended or otherwise changed or interpreted so as to
be inconsistent with this Declaration, and in the event of any conflict among the same this Declaration shall
control.
8.2. Use of Name. The Declarant grants to the Association a revocable, non-exclusive license
to use the name"Mayfield Springs"for the sole purpose of identifying the Association.
8.3. Membership. Every Owner, including the Declarant, of a Building Lot which is subject to
assessment shall be a Member of the Association. The foregoing is not intended to include persons or
entities that hold an interest merely as security for the payment of an obligation. Membership shall be
appurtenant to and may not be separated from ownership of any Building Lot which is subject to
assessment. Any attempt to make a prohibited transfer of a membership shall be void and shall not be
reflected on the books of the Association. Such ownership shall be the sole qualification for membership
and shall automatically commence upon a person becoming such Owner and shall automatically terminate
and lapse when such ownership in said Building Lot shall terminate or be transferred.
8.4. Board of Directors and Officers. The affairs of the Association shall be conducted by a
Board of Directors and such officers as the Directors may elect or appoint, in accordance with the Articles,
Bylaws, and this Declaration as the same may be amended and supplemented from time to time.
Notwithstanding anything to the contrary contained herein or in the Articles or Bylaws, for so long as the
Declarant owns one (1) or more Building Lots, the Declarant shall have the unilateral right to appoint all of
the Directors to the Board as set forth in the Articles and/or Bylaws.
8.5. Voting Rights. The Association shall have two (2)classes of voting membership:
8.5.1. Class A Voting. The "Class A Members" shall be the Members of the Association
who are all Owners of Building Lots, with the exception of the Declarant so long as the Declarant is the Class
B Member. The Class A Members shall be non-voting Members of the Association until the Class B Member
Termination Date. After the Class B Member Termination Date, each Class A Member shall be entitled to one
(1)vote for each Building Lot owned and when more than one (1) person holds and interest in a Building Lot,
all such persons shall be Class A Members and the vote for such Building Lot shall be exercised as they
determine, but in no event shall more than one (1) vote be cast with respect to any Building Lot owned by a
Class A Member.
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8.5.2. Class B Voting. The "Class B Member" shall be the Declarant. The Class B
Member shall be the only voting Member of the Association until the Class B Member Termination Date. After
the Class B Member Termination Date, the Class B Member voting rights shall cease and be converted to
Class A membership and Class A voting rights.The Declarant may assign and transfer its Class B membership
and Class B voting rights to a successor in title to any portion of the Property in a writing recorded in the records
of Elmore County, Idaho.
8.6. Powers and Duties of the Association. The Association shall have all the powers of a
non-profit corporation organized under the general non-profit corporation laws of the State of Idaho, subject
only to such limitations upon the exercise of such powers as are expressly set forth in the Articles, the
Bylaws and this Declaration. The Association shall have the power to conduct all business affairs of
common interest to all Owners, and to do any and all lawful things, which may be authorized, required or
permitted to be done by the Association under this Declaration, the Articles and the Bylaws, including:
8.6.1. Assessments. The power to levy Assessments on the Owners of Building Lots
and to force payment of such Assessments, all in accordance with the provisions of this Declaration.
8.6.2. Enforcement. The authority to enforce the terms and conditions of this
Declaration in accordance with its terms.
8.6.3. Delegation of Powers. The authority to delegate its power and duties to
committees, officers, employees, or to any person, firm or corporation to act as manager. Neither the
Association nor the members of its Board shall be liable for any omission or improper exercise by the
manager of any such duty or power to delegate.
8.6.4. Association Rules. The power to adopt, amend and repeal by majority vote of
the Board such Association Rules as the Association deems reasonable and which are consistent with this
Declaration. The Association Rules may govern matters that may include, but are not limited to, the use of
Common Area and shall apply equally to all Owners. A copy of the Association Rules as from time to time
adopted, amended, or repealed shall be mailed or otherwise delivered to each Owner and, upon such
mailing or delivery, the Association Rules shall have the same force and effect as if they were set forth in
and were a part of this Declaration. In the event of any contradiction between this Declaration and the
Association Rules, this Declaration shall control.
8.6.5. Emergency Powers. The power of the Association or any person authorized by
the Association to enter upon any Building Lot in the event of any emergency involving illness or potential
danger to life or property or when necessary in connection with any maintenance or construction for which
it is responsible. Such entry shall be made with as little inconvenience to the Owners as practicable and
any damage caused thereby shall be repaired by the Association.
8.6.6. Right-Of-Way Maintenance. Maintain, repair and replace the landscaping,
including where applicable any sprinkler system installed on any public right-of- way adjacent to the
Property and such other landscaping located within the Properties, as the Board deems necessary or
appropriate.
8.6.7. Common Area Maintenance. Maintain and administer the Common Areas
landscaping and improvements within the Subdivision.
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8.6.8. Maintenance of Berms, Retaining Walls, Fences, Pathways and Waterways.
The Association shall maintain any berms, retaining walls, fences, pathways and waterways located within
Common Area.
8.6.9. Taxes and Assessments. Pay all real and personal property taxes and
assessments separately levied against Common Area, or against other portions of the Property owned by
the Association. Such taxes and assessments may be contested or compromised by the Association,
provided, however, that such taxes and assessments are paid or a bond insuring payment is posted prior
to the sale or disposition of any property to satisfy the payment of such taxes and assessments. In addition,
the Association shall pay all other federal, state and/or local taxes, including income or corporate taxes
levied against the Association
8.6.10. Street Lights. Maintain, repair and replace street lights within the Property to the
extent such street lights are not operated, maintained, repaired and replaced by the Mountain Home
Highway District or other governmental entity.
8.6.11. Maintenance of Storm Water and Groundwater Drain Facilities. Maintain any
storm water drainage system and/or groundwater interceptor drain facilities located within the Property in
accordance with the terms and conditions set forth in a Supplemental Declaration containing such facilities.
8.6.12. Reserve Account. Establish and fund a reserve account with a reputable banking
institution or savings and loan association or title insurance company authorized to do business in the State
of Idaho, which reserve account shall be dedicated to the costs of repair, replacement, maintenance and
improvements to Common Areas or Waterways.
8.6.13. Mailboxes. Maintain, repair or replace the cluster mailboxes, utilized and located
within Common Area or other locations designated and accepted by the Association, as required.
8.6.14. Design Committee. Appoint and remove members of the Design Committee, all
subject to the provisions of this Declaration and as outlined under Article XI I.
8.6.15. Subdivision Approval Responsibilities. Perform all continuing duties and
responsibilities imposed upon the Declarant pursuant to any governmental approvals relating to the
Property including, without limitation, those set forth in the preliminary plat approval for the Subdivision.
8.7. Insurance. The Association may obtain from reputable insurance companies authorized
to do business in the State of Idaho and maintain in effect the following policies of insurance: (i) Full
coverage directors and officers liability insurance with a limit of One Million Dollars ($1,000,000.00) per
occurrence, if the Board so elects; (ii) Fire insurance including those risks embraced by coverage of the
type known as the broad form "All Risk" or special extended coverage endorsement on a blanket agreed
amount basis for the full insurable replacement value of all Improvements, equipment and fixtures located
within Common Area; (iii) Comprehensive public liability insurance insuring the Board, the Association,
Grantor, and their agents and employees, invitees and guests of each of the foregoing against any liability
incident to the ownership and/or use of Common Area. Limits on liability of such coverage shall be as
follows: not less than One Million and No/100 Dollars ($1,000,000.00) per person and One Million and
No/100 Dollars ($1,000,000.00) per occurrence with respect to personal injury or death, and One Million
and No/100 Dollars ($1,000,000.00) per occurrence with respect to property damage; and (iv) such other
insurance including Worker's Compensation insurance to the extent necessary to comply with all applicable
laws and indemnity, faithful performance, fidelity and other bonds as the Board shall deem necessary or
required to carry out the Association functions or to insure the Association against any loss from
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malfeasance or dishonesty of any employee or their person charged with the management or possession
of any Association funds or other property.
8.7.1. The Association shall be deemed trustee of the interests of all Members of the
Association in any insurance proceeds paid to it under such policies, and shall have full power to receive
their interests in such proceeds and to deal therewith.
8.7.2. Insurance premiums for the above insurance coverage shall be deemed a common
expense to be included in the annual assessments levied by the Association.
8.8. Administration Fees—Costs. The Association shall pay to the Declarant, so long as the
Declarant manages the Association, all actual out of pocket costs paid of incurred by the Declarant in the
management and administration of the affairs of the Association, plus an administrative fee equal to ten
(10%) of the total income received by Association, which administrative fee shall be compensation to the
Declarant for the services provided to Association.
8.9. Personal Liability. No member of the Board or any committee of the Association or the
Design Committee or any officer of the Association, or the Declarant, or the manager, if any, shall be
personally liable to any Owner, or any other party, including the Association, for any damage, loss or
prejudice suffered or claimed on the account of any act, omission, error or negligence of the Association,
the Board, the manager, if any, or any other representative or employee of the Association, the Declarant
or the Design Committee, any other committee or any officer of the Association, or the Declarant, provided
that such person has, upon the basis of such information as may be possessed by him, acted in good faith
without willful or intentional misconduct.
8.10. Annual Meeting. The Association shall hold an annual meeting each year and the first
annual meeting shall be held during the month of May of the first calendar year following the first sale of a
Building Lot in the Property. Subsequent regular annual meetings of the Association shall be held as
provided in the Bylaws. Notice of annual or special meetings by the Association shall be delivered to all
Members of the Association.All meetings shall be held within the Property or as close thereto as practicable
at a reasonable place selected by the Board. All Members of the Association are encouraged to attend all
annual and special meetings of the Association.
8.11. Notice and Quorum for any Action. Notwithstanding and subject to the Board's right to
increase Assessments under Article XI,written notice of any meeting called for the purpose of taking any action
by the membership of the Association authorized shall be sent to all Members not less than ten days (10) or
more than fifty(50)days in advance of the meeting. At the first such meeting called,the presence of Members
or of proxies entitled to cast twenty percent(20%)of all the votes of each class of membership shall constitute
a quorum. If the required quorum is not present, another meeting may be called subject to the same notice
requirement,and the required quorum at the subsequent meeting shall be one-half(1/2)of the required quorum
at the preceding meeting. No such subsequent meeting shall be held more than sixty (60) days following the
preceding meeting.
8.12. Manager. The Association may employ or contract for the services of a professional
manager or management company, provided that no such management or contract shall have a term of
more than one (1) year, and each such contract shall be subject to cancellation by the Association upon
thirty (30) days' notice, with or without cause, and without payment of a termination fee. The professional
manager so employed or contracted with shall not have the authority to make expenditures chargeable
against the Association except upon specific prior written approval and direction by the Board. The Board
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shall not be liable for any omission or improper exercise by such a professional manager of any such duty,
power or function so delegated by or on behalf of the Board.
8.13. Budgets and Financial Statements. Financial statements for the Association shall be
prepared regularly and, upon request, copies shall be distributed to each Member of the Association as
follows:
8.13.1. A pro forma operating statement or budget for each fiscal year of the Association
shall be available for distribution not less than sixty (60)days before the beginning of each fiscal year. The
operating statement shall include a schedule of Assessments received and receivable.
8.13.2. Within ninety (90) days after the close of each fiscal year, the Association shall
cause to be prepared and available to each Owner, a balance sheet as of the last day of the Associations
fiscal year for the Association and annual operating statements reflecting the income and expenditures of
the Association for their last fiscal year. Copies of the balance sheet and operating statement shall be
available for distribution to each Member within ninety (90) days after the end of each fiscal year. Costs
incurred in preparing and distributing the annual operating statement shall be included in the Regular
Assessments payable by the Owners.
8.14. Rules Regarding Inspections of Books and Records. The membership register, books
of account and minutes of meetings of the Board and Committees of an Association shall be made available
for inspection and copying by any Member of the Association or by such Member's duly appointed
representatives, at any reasonable times designated by the Association and for purposes reasonably
related to such Member's interest as a Member. No Member or any other Person shall copy the
membership register for the purposes of solicitation of or direct mailing to any Member of such Association.
The Board shall establish reasonable rules with respect to: (a) notice to be given to the custodians of the
records by the Person's desiring to make the inspection; (b) hours and days of the week when such
inspection may be made; and (c) payment of the cost of re-producing copies of documents requested
pursuant to this Article.
8.15. Variance Authority. The Board shall have the authority to grant one-time variances of
otherwise applicable restrictions contained in this Declaration. If such variances are granted, no violation
of the restrictions contained in this Declaration or any Supplemental Declaration shall be deemed to have
occurred with respect to the matter for which the variance was granted. The granting of such a variance
shall not operate to waive any of the terms and provisions of this Declaration or of any Supplemental
Declaration for any purpose except as to the particular property and particular provision hereof, covered by
the variance was granted. The granting of such a variance shall not operate to waive any of the terms and
provisions of this Declaration or of any Supplemental Declaration for any purpose except as to the particular
property and particular provision hereof covered by the variance, nor shall it affect in any way the Owner's
obligation to comply with all governmental laws and regulations affecting his use of the premises, including
but not limited to zoning ordinances and Building Lot set-back lines or requirements imposed by any
governmental or municipal authority.
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ARTICLE IX
SUB-ASSOCIATIONS
9.1. Creation by Declarant. The Declarant may create Sub-Association(s) as non-profit
corporations under the laws of the State of Idaho or may create such Sub-Association(s) as any
unincorporated entity which the Declarant deems appropriate. The Declarant may, in the Declarant's
discretion, create a Sub-Association by means of a Supplemental Declaration, or create such a Sub-
Association by means of separate instrument(s).
9.2. Management, Powers and Duties. Each Sub-Association shall be managed in the same
manner specified in the applicable Supplemental Declaration or other instrument, and/or in the Articles and
the Bylaws by the Sub-Association, shall have the same powers, rights, obligations and duties and be
subject to the same limitations and restrictions, including levying assessments, adopting rules and
regulations,granting easements, managing property, paying expenses,taxes,assessments, utility charges,
consulting fees and insurance premiums as are provided for herein for the Association, except as modified
herein or by Supplemental Declaration. The Board, officers, managers, and the Declarant shall be free of
personal liability as to the Sub-Association in the same manner as described herein with respect to the
Association.
9.3. Membership. Where a Sub-Association is created, the Members thereof shall be all the
Owners of Building Lots, including the Declarant, while the Declarant remains an Owner, in the respective
Property designated in the applicable Supplemental Declaration or other instrument. Memberships may be
transferred only in the same manner as provided for memberships in the Association.
9.4. Voting Rights. The Members of each Sub-Association shall have such voting rights as
may be specified in the applicable Supplemental Declaration or other instrument and/or in the Articles and
Bylaws of the Sub-Association.
9.5. Commercial and/or Mixed-Use Sub-Associations. The Declarant retains the right to
vary or alter the requirements of this Declaration with regard to Property located within any Sub-Association,
including, in particular, with regard to any Property within the commercial and mixed-use areas of the
Subdivision.
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ARTICLE X
RIGHTS TO COMMON AREA
10.1. Designation of Common Area. Grantor shall designate and reserve Common Area in
the Declaration, Supplemental Declaration(s)and/or recorded Plats, deeds or other instruments.
10.2. Use of Common Area. Every Owner, unless expressly designated otherwise by the
Declarant in a Supplemental Declaration, shall have a right to use each parcel of Common Area, which
right shall be appurtenant to and shall pass with the title to every Building Lot subject to the following
provisions:
10.2.1. The right of an Association holding or controlling such Common Area to levy and
increase Assessments for the construction, protection, maintenance, repair, management and operation of
Improvements on Common Area, including the right to Special Assessments;
10.2.2. The right of an Association to suspend the voting rights and rights of use,or interest
in,Common Area by an Owner for any period during which any Assessment or charge against such Owner's
Building Lot remains unpaid;
10.2.3. The right of an Association to dedicate or transfer all or any part of Common Area
to any public agency, authority or utility or other Person as provided further herein;
10.2.4. The right of an Association to prohibit the construction of Improvements on all
Common Area;
10.2.5. The right of an Association to adopt rules regulating the use and enjoyment of the
Common Area, including rules restricting use of the Common Area to Owners or Occupants of Building
Lots and their tenants, employees, family, guests or invitees, and rules limiting the number of guests who
may use the Common Area;
10.2.6. Any restrictions or limitations contained in any deed conveying Common Area to
an Association;
10.2.7. The right of the Board to permit the use of Common Area, or recreational facilities
that may be situated on the Common Area, by Persons other than Owners, with or without the payment of
use fees; and
10.2.8. The right of the Declarant to place utilities and establish easements within
Common Area.
10.3. Easement of Access. There is hereby reserved to all authorized users of any portion of
the Common Area an easement over the remaining Common Area of an Association for direct ingress and
egress to and from such Common Area being used.
10.4. Encumbrance of Common Area. Except for mortgages or conveyances made by
Grantor, the Common Area cannot be mortgaged or conveyed without the approval of the Class B Member
or, after the Class B Member Termination Date, Owners of at least two-thirds (2/3)of the total voting power
in an Association. If ingress or egress to any Building Lot is through Common Area, any conveyance or
encumbrance of Common Area shall be subject to an easement of Owners of such Building Lots for the
purpose of ingress and egress.
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10.5. Delegation of Right to Use. Any Owner may delegate, in accordance with the Project
Documents, such Owner's right of enjoyment to Common Area to the members of such Owner's family in
residence and such Owner's tenants or contract purchasers.
10.6. Damage to Common Area. Each Owner shall be fully liable for any damage to any
Common Area which may be sustained by reason of the negligence or willful misconduct of the Owner,
such Owner's tenant or contract purchaser, or such Owner's family or guests, both minor and adult. In the
case of joint ownership of a Building Lot, the liability of such Owners shall be joint and several. The cost of
correcting such damage shall be a Limited Assessment against such Owner(s) Building Lot(s) and may be
collected as provided herein for the collection of other Assessments.
ARTICLE XI
ASSESSMENTS
11.1. Purpose of Assessments. The Assessments levied by the Association shall be used to
promote the recreation, health, safety and welfare of the Owners and for the improvement and maintenance of
any areas maintained by the Association, to pay property taxes, insurance and other assessments, and to pay
such other reasonable costs and expenses incurred by the Association in carrying out the duties and business
of the Association.
11.2. Covenant to Pay Assessments. By acceptance of a deed to any Building Lot, each
Owner of such Building Lot, thereby covenants and agrees to pay when due all Assessments or charges
made by an Association or Sub-Association against such Owner pursuant to the provision of this
Declaration, any Supplemental Declaration, or other applicable Project Document.
11.3. Assessment Constitutes Lien. Such Assessments and charges together with late
charge(s), interest, costs and reasonable attorneys' fees which may be incurred in collecting the same,
shall be a continuing lien upon the Property or any portion thereof against which each such Assessment or
charge is made.
11.4. Assessment is Personal Obligation. Each such Assessment, together with late
charge(s), interest,costs,and reasonable attorneys'fees,shall also be the personal obligation of the Owner
of such property beginning with the time when the Assessment falls due. No Owner shall be exempt from
such obligation by a waiver of the use and enjoyment of Common Area or by lease or abandonment of such
Owner's Building Lot.
11.5. No Exemption. No Owner may exempt such owner from liability of Assessments by non-
use of Common Areas, abandonment of such Owner Building Lot, or any other means. The obligation to
pay Assessments is a separate and independent covenant on the part of each Owner. No diminution or
abatement of Assessments or set off shall be claimed or allowed for any alleged failure of an Association
or Board to take some action or perform some function required of it, or for inconvenience or discomfort
arising from the making of repairs or improvements, or from any other action it takes.
11.6. Regular Assessments.The initial Regular Assessment to be assessed by the Association
shall be per Building Lot per year and may be increased, from time to
time, as further set forth in this Section:
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11.6.1. Purpose of Regular Assessments. The proceeds from Regular Assessments
are to be used for all costs and expenses incurred by an Association, including attorneys' fees and other
professional fees, for the conduct of such Association's affairs, including, without limitation, the costs and
expenses of construction, improvement, protection, maintenance, repair, management and operation of
Common Area, including all Improvements located on such areas owned and/or managed and maintained
by an Association,and an amount allocated to an adequate reserve fund to be used for repair, replacement,
maintenance and improvement to those elements of Common Area, or other property of an Association
that must be replaced and maintained on a regular basis.
11.6.2. Water, Sewer, Irrigation, and Conservation Fees Separate. Regular
Assessments are exclusive of fees and assessments of the Water Company, the Sewer Company, or any
other entity that may provide irrigation water in areas designated by the Declarant in its sole discretion.
Regular Assessments may be invoiced by the Association and due and payable from an Owner to the
Association in prorated amounts on a monthly, quarterly, biannual, semi-annual, annual or any other basis
deemed appropriate by the Association in its sole and absolute discretion from time to time.
11.7. Budget; Increases in Regular Assessments. The Board of Directors shall fix the amount
of the Regular Assessment against each Building Lot at least thirty(30)days in advance of each calendar year.
Written notice of the Regular Assessment shall be sent to every Owner subject thereto. The due dates shall
be established by the Board. The Association shall, upon demand, and for a reasonable charge, furnish a
certificate signed by an officer of the Association setting forth whether the Assessments on a specified Building
Lot have been paid. A properly executed certificate of the Association as to the status of Assessments on a
Building Lot is binding upon the Association as of the date of its issuance.
11.7.1. The Regular Assessment may be increased by the Board each year by not more
than ten percent (10%) above the regular annual assessment for the previous year without a vote of the
Members as provided below.
11.7.1.1. For so long as the Declarant owns one (1) or more Building Lots
or has the right to elect and/or appoint the Board or prior to the Class B Member Termination Date,
the Declarant alone, without requiring a meeting or a vote of the membership of the Association or
the consent of any other party, may unilaterally increase the Regular Assessment by any
commercially reasonable amount for the purpose of meeting the costs and expenses of the
Association and its obligations under this Declaration consistent with any current, proposed or
estimated operating budget of the Association.
11.7.1.2. Thereafter, the regular annual assessment may be increased
above ten percent(10%) by a two-thirds (2/3)vote of the Members who are voting in person or by
proxy, at a meeting duly called for this purpose.
11.8. Special Assessments. The Association may levy, in any assessment year, a Special
Assessment applicable to that year only for the purpose of defraying, in whole or in part, costs and expenses
of the Association which exceed the Regular Assessment for any reason (including,without limitation, costs
of construction, improvement, protection, maintenance, repair, management, and operation of
Improvements upon Common Area, attorneys' fees and/or litigation costs, other professional fees, or for
any other reason), provided that any such Special Assessment shall be approved by a two-thirds (2/3)vote
of Members who are voting in person or by proxy at a meeting duly called for this purpose. Notwithstanding
the foregoing, for so long as the Declarant owns one (1) or more Building Lots or has the right to elect
and/or appoint the Board or prior to the Class B Member Termination Date, the Declarant alone, without
requiring a meeting or a vote of the membership of the Association or the consent of any other party, may
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unilaterally declare and levy a Special Assessment. The Board shall, in its discretion, determine the
schedule under which a Special Assessment shall be paid.
11.9. Limited Assessments. Limited Assessments may be levied against any owner in an
amount equal to the costs and expenses incurred by the Association, including, without limitation, legal
fees, for corrective action necessitated by such Owner or costs and expenses incurred for the repair and
replacement of any property maintained by the Association damaged by negligent or willful acts of any
Owner or occupant of a Building Lot who is occupying the Building Lot with the consent of such Owner, or
for maintenance of landscaping performed by the Association which has not been performed by Owner as
provided herein. The nature and purpose of limited assessments are to reimburse the Association for its actual
costs and expenses incurred in obtaining corrective action, repairing, and replacing damaged property, and for
landscaping and maintenance expenses caused by the negligent and willful acts of an Owner or occupant of a
Building Lot.
11.9.1. Enforcement Requirements. Notwithstanding anything to the contrary contained in
the Declaration, no Limited Assessments may be imposed upon an Owner for a violation of the terms of the
Declaration by an Owner unless the following requirements are complied with by the Board: (i)A majority vote
by the Board shall be required prior to imposing any Limited Assessment on an Owner for a violation of any
covenants and restrictions pursuant to the rules and regulations of the Association; (ii) Written notice by
personal service or certified mail of the meeting during which such vote is to be taken shall be made to the
Owner at least thirty (30) days prior to the meeting; (iii) In the event the Owner begins resolving the violation
prior to the meeting, no Limited Assessment shall be imposed so long as the Owner continues to address the
violation in good faith until fully resolved; and (iv) No portion of any Limited Assessment may be used to
increase the remuneration of any member of the Board or an agent of the Board.
11.10. Initial Regular and Special Assessment. Upon the sale of each Building Lot by the
Declarant or an Owner, the purchaser shall pay an initial Regular or Special Assessment equal to the
balance of the prorated amount of the Regular or Special Assessment for that calendar year(i.e., a closing
on April 1 of any calendar year would require a pro-rated amount of seventy-five percent (75%) of that
calendar year's Regular or Special Assessment). Such initial Regular and Special Assessment shall be
paid at the escrow closing of the Building Lot sale on or before the date of recordation of the deed from the
Declarant or an Owner to the purchaser. The Declarant shall be entitled to collect the initial Regular and
Special Assessment at the escrow closing of the sale for payment to the Association.
11.11. Other Assessments. In addition to the Regular, Special, and Limited Assessments,
Owners shall be subject to the following:
11.11.1. Setup Fee Assessment. Upon the initial sale of each Building Lot by the
Declarant to a homebuilder, the following setup fee assessment shall not apply. Upon the sale of a Building
Lot from a homebuilder to the initial residential Owner, the purchaser shall pay a one-time set up fee
assessment of per Building Lot. Such setup fee assessment shall be
paid at the escrow closing of the Building Lot sale on or before the date of recordation of the deed from the
homebuilder to the initial residential Owner. The Declarant, as agent for the Association, shall be entitled
to collect the setup fee assessment at the escrow closing of the Building Lot sale for payment by the escrow
agent to the Association. The setup fee assessment shall be used to defray organizational cost for the
Association and general costs of operation. The setup fee assessment described herein is a one-time
charge and will not be charged upon subsequent sales of any Building Lot, which shall be subject to the
transfer fee assessment described in Section 11.11.2.
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11.11.2. Transfer Fee Assessment. Upon each sale of a Building Lot by an Owner
after the initial sale by a homebuilder, the purchaser shall pay a transfer fee assessment of
per Building Lot. Such transfer fee assessment shall be paid at the escrow
closing of the Building Lot sale on or before the date of recordation of the deed from the Owner to the
purchaser.The Declarant, as agent for the Association, shall be entitled to collect the transfer fee assessment
at the escrow closing of the Building Lot sale for payment by the escrow agent to the Association.The transfer
fee assessment shall be used to defray organizational cost for the Association and general costs of operation.
11.11.3. Sewer and Water Charges and Other Fees. Each Owner shall be
subject to other fees and charges in connection with the operation and maintenance of a Building Lot,
including, but not limited to, Water Assessments and connection fees (as further described in Article VI),
Sewer Assessments and connection fees (as further described in Article VII), and Design Committee
charges (as further described in Article XII).
11.11.4. Conservation Assessment. The Association shall collect the
Conservation Assessment and facilitate transfer of such funds in accordance with Article V hereof.
11.12. Uniform Rate of Assessment. Regular and Special Assessments must be fixed at a uniform
rate for all Building Lots and may be invoiced and collected on a monthly, quarterly, biannual, semi-annual,
annual or any other basis deemed appropriate by the Board in its sole and absolute discretion.
11.13. Collection and Enforcement. The Association has the right to collect and enforce its
Assessments pursuant to the provisions hereof. Each Owner of a Building Lot, upon becoming an Owner of
such Building Lot, shall be deemed to covenant and agree to pay each and every Assessment provided for in
the Declaration and agrees to the enforcement of all Assessments in the manner herein specified.
11.13.1. Late Payment. Any Regular, Special, or Limited Assessment not paid within thirty
(30)days after the due date shall incur a late payment fee of ,and shall bear
interest from the due date at the rate of eighteen percent(18%)per annum or at the highest rate allowed
by law if such rate is less than 18%. The Association may bring an action at law against the Owner personally
obligated to pay the same, and/or an action to foreclose the lien against such Building Lot in accordance with
Section 11.13.3.
11.13.2. Attorneys' Fees. In the event an attorney or attorneys are employed for the
collection of any Assessment, whether by suit or otherwise, or to enforce compliance with or specific
performance of the terms and conditions of the Declaration, each Owner agrees to pay reasonable attorney's
fees in addition to any other relief or remedy obtained against such Owner. The Board or its authorized
representative may enforce the obligations of the Owners to pay such Assessments by commencement and
maintenance of a suit at law or in equity,or the Board may exercise the power of foreclosure and sale pursuant
to this Section to enforce the liens created hereby. A suit to recover a money judgment for an unpaid
Assessment shall be maintainable without foreclosing or waiving the lien hereinafter provided.
11.13.3. Assessment Liens. There is hereby created a claim of lien with power of sale on
each and every Building Lot to secure payment of any and all Assessments levied against such Building Lot
pursuant to the Declaration together with interest thereon at the maximum rate permitted by law and all costs
of collection which may be paid or incurred by the Association making the Assessment in connection therewith,
including reasonable attorneys'fees. All sums assessed in accordance with the provisions of the Declaration
shall constitute a lien on such respective Building Lots upon recordation of a claim of lien with the Elmore
County Recorder. Such lien shall be prior and superior to all other liens or claims created subsequent to the
recordation of the notice of delinquency and claim of lien except for tax liens for real property taxes on any
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Building Lot and Assessments on any Building Lot in favor of any municipal or other governmental assessing
body which, by law,would be superior thereto.
11.13.3.1. Claim of Lien. Upon default of any Owner in the payment of any
Regular, Special or Limited Assessment issued hereunder,the Association may cause to be recorded
in the office of the Elmore County Recorder a claim of lien. The claim of lien shall state the amount of
such delinquent sums and other authorized charges (including the cost of recording such notice), a
sufficient description of the Building Lot(s)against which the same have been assessed,and the name
of the record Owner thereof. Each delinquency shall constitute a separate basis for a notice and claim
of lien, but any number of defaults may be included within a single notice and claim of lien. Upon
payment to the Association of such delinquent sums and charges in connection therewith or other
satisfaction thereof,the Association shall cause to be recorded a further notice stating the satisfaction
of relief of such delinquent sums and charges. The Association may demand and receive the cost of
preparing and recording such release before recording the same.
11.13.3.2. Method of Foreclosure. Such lien may be foreclosed by
appropriate action in court or by sale by the Association establishing the Assessment, its attorney or
other person authorized to make the sale. Such sale shall be conducted in accordance with the
provisions of the Idaho Code applicable to the exercise of powers of sale permitted by law. The Board
is hereby authorized to appoint its attorney, any officer or director of the Association, or any title
company authorized to do business in Idaho as trustee for the purpose of conducting such power of
sale or foreclosure.
11.13.3.3. Required Notice. Notwithstanding anything contained in the
Declaration to the contrary, no action may be brought to foreclose the lien created by recordation of
the notice of delinquency and claim of lien, whether judicially, by power of sale or otherwise, until the
expiration of thirty(30)days after a copy of such claim of lien has been deposited in the United States
mail, certified or registered, postage prepaid, to the Owner of the Building Lot(s) described in such
notice of delinquency and claim of lien, and to the person in possession of such Building Lot(s), and a
copy thereof is recorded by the Association in the Office of the Elmore County Recorder.
11.14. Subordination of the Lien to Mortgages. The lien of the assessments provided for herein
shall be subordinate to the lien of any first mortgage. Sale or transfer of any Building Lot shall not affect the
assessment lien. However, the sale or transfer of any Building Lot pursuant to mortgage foreclosure or any
proceeding in lieu thereof shall extinguish the lien of such assessments as to payment,which become due prior
to such sale or transfer but shall not extinguish personal liability. No sale or transfer but shall relieve such
Building Lot from liability for any assessments thereafter becoming due or from the lien thereof.
11.15. Declarant Not Obligated to Pay Assessments. Neither the Declarant nor any affiliate of
Declarant nor any development entity within which James H. Hunter has any ownership interest (each, an
"Affiliated Entity")shall be obligated to pay any Assessments under this Article XI on any Building Lot(or other
portion of the Property)owned by the Declarant or any Affiliated Entity. The foregoing restriction shall not apply
to entities whose primary business is the construction of residential Improvements.
11.16. Exempt Property. The following property shall be exempt from payment of Regular and
Special Assessments: all Common Areas, any Property dedicated to and accepted by any governmental
authority or public utility, and any Conservation and Wildlife Areas.
ARTICLE XII
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DESIGN COMMITTEE
12.1. No Improvements Without Design Committee Approval. No Improvements on any
portion of the Property shall be constructed, reconstructed, placed or removed from the Property without
conformity with the Design Guidelines and without prior written consent of the Design Committee. The
Design Guidelines shall be used by the Design Committee to ensure that all Improvements conform and
harmonize as to external design, quality and type of construction, architectural character, materials, color,
location on the Building Lot, height, grade and finish ground elevation, natural conditions, landscape and
all aesthetic considerations, including guidelines designed to protect the special qualities and Community-
Wide Standard of the Subdivision, and to encourage creative design, by providing general architectural,
design and construction guidelines (including building envelope guidelines), landscape guidelines
(including a description of existing, natural conditions and vegetation, and water conservation or xeriscape
measures), submittal and review procedures, and fees and charges for review.
12.2. Design Guidelines. The content of the Design Guidelines may be modified and amended
from time to time by a majority vote of the Board. Nothing contained in this section shall limit any Owner's
obligation and duty to ensure that such Owner's Building Lot Improvements comply with this Declaration,
any Supplemental Declaration, the Design Guidelines, any other Project Documents or applicable state or
local laws. In the event of a conflict between the Design Guidelines and this Declaration, this Declaration
shall govern.
12.3. Members of the Design Committee. The Design Committee shall consist of three (3)
members. Each shall hold office until such time as he has resigned or has been removed or his successor
has been appointed, as provided herein. For so long as the Declarant is the Owner of any portion of the
Property, the Declarant alone shall have the unilateral right to appoint and remove all members of the
Design Committee. Thereafter, the Board shall have the power to appoint and remove all members of the
Design Committee. Members of the Design Committee may be removed at any time, without cause.
12.3.1. Design Committee Representative. The Design Committee may appoint in
writing one (1) of its members to act as its designated representative (the "Committee Representative").
The Committee Representative may be delegated all duties and obligations of the Design Committee. In
the event a Committee Representative is appointed, it is intended that the Design Committee shall look to
the Committee Representative to perform all functions of the Design Committee; provided, however, the
Design Committee shall make all final determinations and decisions regarding all duties and obligations of
the Design Committee. Any action or decision made by a majority of the members of the Design Committee
shall be a binding decision of the entire Design Committee.
12.4. Review of Proposed Construction. The Design Committee shall consider and act upon
any and all proposals of plans and specifications submitted for its approval pursuant to this Declaration,
and perform such other duties as from time to time shall be assigned to it by the Board, including the
inspection of construction in progress to assure its conformance with plans approved by the Design
Committee. The Board shall have the power to determine, by rule or their written designation consistent
with this Declaration, which types of improvements shall be submitted to the Design Committee to review
and approval. The Design Committee shall approve proposals or plans and specifications submitted for its
approval only if it deems that the construction, alterations or additions contemplated thereby in the locations
indicated will not be detrimental to the appearance of any structure affected thereby will be in harmony with
the surrounding structures, and that the upkeep and maintenance thereof will not become a burden on the
Association.
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12.4.1. Conditions of Approval. The Design Committee may condition its approval of
proposals or plans and specifications upon such changes therein as it deems appropriate, or upon the
agreement of the Owner submitting the same ("Applicant") to grant appropriate easements to an
Association for the maintenance thereof, upon the agreement of the Applicant to reimburse the Association
for the cost of maintenance, or upon all three, any may require submission of additional plans and
specifications or other information before approving or disapproving material submitted.
12.5. Committee Rules. The Design Committee may establish, from time to time, rules and/or
guidelines setting forth procedures for the required content of the applications and plans submitted for
approval. Such rules may require a fee to accompany each application for approval, or additional factors
which it will take into consideration in reviewing submissions.
12.6. ACC Fee Assessment. The Architectural Committee shall require a fee to accompany
each application for approval of any plans and specifications for improvements to be constructed on a
Building Lot, or additional factors which it will take into consideration in reviewing submissions. The
Committee shall determine the amount of such fee in a reasonable manner, provided that in no event shall
such fee exceed . Such fees shall be used to defray the costs and
expenses of the Committee or for such other purposes as established by the Board.
12.7. Detailed Plans.The Design Committee may require such detail in plans and specifications
submitted for its review as it deems proper, including, without limitation, floor plans, landscape plans,
drainage plans, elevation drawings, colored renderings, and descriptions or samples of exterior material
colors, as further specified in the Design Guidelines. Until receipt by the Design Committee of any required
plans and specifications, the Design Committee may postpone review of any plan submitted for approval.
12.8. Design Committee Decisions. Decisions of the Design Committee and the reasons
therefor shall be transmitted by the Design Committee to the Applicant at the address set forth in the
application for approval within thirty (30) days after filing all materials required by the Design Committee.
In the event no decision is provided within such time period, such applications shall be deemed denied in
accordance with the procedures set forth in the Design Guidelines.
12.9. Meetings of the Design Committee; Voting.The Design Committee shall meet from time
to time as necessary to perform its duties hereunder. The vote of any two (2) members of the Committee,
or the written consent of any two (2) members of the Design Committee taken without a meeting, shall
constitute an act of the committee.
12.10. No Waiver of Future Approvals. The approval of the Design Committee of any proposals
or plans and specifications or drawings for any work done or proposed, or in connection with any other
matter requiring the approval and consent of the Design Committee, shall not be deemed to constitute a
waiver of any right to withhold approval or consent as to any similar proposals, plans and specifications,
drawings or matter whatever subsequently or additionally submitted for approval or consent.
12.11. Compensation of Members. The members of the Design Committee shall receive no
compensation for services rendered, other than reimbursement for expenses incurred by them in the
performance of their duties hereunder and except as otherwise agreed by the Board.
12.12. Inspection of Work. Inspection of work and correction of defects therein shall proceed as
follows:
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12.12.1. Upon the completion of any work for which approved plans are required
under this Article, the Owner shall give written notice of completion to the Design Committee.
12.12.2. Within sixty (60) days thereafter, the Design Committee or its duly
authorized representative may inspect such improvement. If the Design Committee finds that such work
was not done in substantial compliance with the approved plans, it shall notify the Owner in writing of such
non-compliance with such sixty(60)day period, specifying the particular noncompliance, and shall require
the Owner to remedy the same.
12.12.3. If for any reason the Design Committee fails to notify the Owner of any
noncompliance within sixty (60) days after receipt of the written notice of compliance from the Owner, the
Improvement shall be deemed to be in accordance with the approved plans.
12.13. Non-Liability of Design Committee Members. Neither the Design Committee nor any
member thereof, nor its duly authorized Design Committee representative, shall be liable to the Association,
or to any Owner or Grantee for any loss, damage or injury arising out of or in any way connected with the
performance of the Design Committee's duties hereunder, provided such person has, upon the basis of
such information as may be possessed by him, acted in good faith without willful or intentional misconduct.
The Design Committee shall review and approve or disapprove all plans submitted to it for any proposed
improvement, alteration or addition, solely on the basis of aesthetic considerations and the overall benefit
or detriment, which would result in the immediate vicinity and to the Property generally. The Design
Committee shall take into consideration the aesthetic aspects of the architectural designs, placement of
building, landscaping, color schemes, exterior finishes and materials and similar features, but shall not be
responsible for reviewing, nor shall its approval of any plan or design from the standpoint of structural safety
or conformance with building or other codes.
12.14. Variances. The Design Committee may authorize variances from compliance with any of
the architectural provisions of this Declaration or any Supplemental Declaration, including restrictions upon
height, size, floor area or placement of structures, or similar restrictions, when circumstances such as
topography, natural obstructions, hardship, aesthetic or environmental considerations may require. Such
variances must be evidenced in writing, must be signed by at least two (2) members of the Design
Committee, and shall become effective upon recordation in the Office of the Elmore County Recorder. If
such variances are granted, no violation of the restrictions contained in this Declaration or any
Supplemental Declaration shall be deemed to have occurred with respect to the matter for which the
variance was granted. The granting of such a variance shall not operate to waive any of the terms and
provisions of this Declaration or of any Supplemental Declaration for any purpose except as to the particular
property and particular provision hereof, covered by the variance was granted. The granting of such a
variance shall not operate to waive any of the terms and provisions of this Declaration or of any
Supplemental Declaration for any purpose except as to the particular property and particular provision
hereof covered by the variance, nor shall it affect in any way the Owner's obligation to comply with all
governmental laws and regulations affecting his use of the premises, including but not limited to zoning
ordinances and Building Lot set-back lines or requirements imposed by any governmental or municipal
authority.
12.15. Enforcement. Any Improvement placed or made in violation of this Article shall be
deemed to be nonconforming. Upon written request from the Board or Design Committee, such offending
Owner shall, at such Owner's own cost and expense, remove such Improvement AND restore the Building
Lot to substantially the same condition as existed prior to the nonconforming work. Should an Owner fail
to remove and restore as required, the Board or its designees shall have the right to enter the Building Lot,
remove the violation, and restore the Building Lot to substantially the same condition as previously existed.
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All costs, together with the interest at the maximum rate then allowed by law, may be assessed against the
Building Lot and collected as a Limited Assessment. Any contractor, subcontractor, agent, employee, or
other invitee of an Owner who fails to comply with the terms and provisions of the Declaration and the
Design Guidelines may be excluded by the Board from the Property. In such event, neither the applicable
Association, nor its officers, nor its directors shall be held liable to any Person for exercising the rights
granted hereunder. In addition to the foregoing, such Association shall have the authority and standing to
pursue all legal and equitable remedies available to enforce the provisions of the Declaration and the
decisions of the Design Committee.
12.16. Grantor's Exemption. Any and all Improvements constructed by Grantor on or to the
Property are not subject to review and approval by the Design Committee.
ARTICLE XIII ,
CONDEMNATION
13.1. Consequences of Condemnation. If at any time or times, all or any part of the Common
Area shall be taken or condemned by any public authority or sold or otherwise disposed of in lieu of or in
avoidance thereof, the following provisions shall apply.
13.1.1. Proceeds. All compensation, damages, or other proceeds therefrom, the sum of
which is hereinafter called the "condemnation award," shall be payable to the Association owing the
condemned Common Area.
13.1.2. Apportionment. The condemnation award shall be apportioned among the
Owners having an interest in the condemned Common Area equally on a per-Building Lot basis. The
appropriate Association shall, as soon as practicable, determine the share of the condemnation award to
which each Owner is entitled. Such shares shall be paid into separate accounts, one account for each
Building Lot. Each such account shall remain in the name of the appropriate Association and shall be further
identified by Building Lot number and the name of the Owner thereof. From each separate account, the
Association, as attorney-in-fact, shall use and disburse the total amount of such accounts, without
contribution from one account to the other, first to Mortgagees and other liens or in the order of priority of
their Mortgages and other liens and the balance remaining to each respective Owner.
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ARTICLE XIV
EASEMENTS
14.1. Recorded Easements. The Property, and all portions thereof, shall be subject to all
easements shown on any recorded Plat affecting the Property, or any portion thereof, and to any other
easements of record or of use as of the date of recordation of this Declaration, as amended and/or
supplemented from time to time.
14.2. Easements of Encroachment. There shall be reciprocal appurtenant easements of
encroachment as between each Building Lot and such portion or portions of Common Area adjacent
thereto, or as between adjacent Building Lots, due to the inadvertent placement or settling or shifting of
Improvements including, without limitation, structures, overhanging eaves, projections from buildings
(which projections shall be consistent with all building codes), walkways, bike paths, sidewalks and
driveways constructed, reconstructed or altered thereon in accordance with the terms of this Declaration.
Easements of encroachment shall be valid only so long as they exist, and the rights and obligations of
Owners shall not be altered in any way because of encroachments, settling or shifting of the Improvements;
provided, however, that in no event shall a valid easement for encroachment occur due to the willful or bad
faith act(s) of an Owner. In the event a structure on any Building Lot is partially or totally destroyed, and
then repaired or rebuilt, Owners of each Building Lot agree that minor encroachments within and over
adjoining Building Lots that existed prior to the encroachment may be reconstructed pursuant to the
easement granted by this section.
14.3. Maintenance Easement. An easement is hereby reserved to the Declarant,the applicable
Association(s),the Board or Manager, if any, and their respective officers, agents, employees, and assigns,
upon, across, over, in, and under the Building Lots and Common Area and a right to make such use of the
Building Lots and Common Area as may be necessary or appropriate to make emergency repairs or to
perform the duties and functions which the applicable Association is obligated or permitted to perform
pursuant to the Projects Documents, including the right to enter upon any Building Lot or Common Area for
the purpose of performing maintenance to the landscape or the exterior of Improvements to such Building
Lot or Common Area as required by the Project Documents.
14.4. Drainage and Utility Easements. Notwithstanding anything expressly or impliedly
contained herein to the contrary, the Property shall be subject to all easements heretofore or hereafter
granted by the Declarant for the installation and maintenance of utilities and/or drainage facilities that are
required for the development of the Property. In addition, Grantor hereby reserves for the benefit of the
Association the right to grant additional easements and rights-of-way over the Property, as appropriate, to
the Water Company, the Sewer Company, other utility companies, and/or public agencies as necessary or
expedient for the proper development of the Property until close of escrow for the sale of the last Building
Lot in the Property. Every portion of the Property shall be burdened with easements for natural drainage
of storm water runoff from other portions of the Property; provided, however, no Person shall alter the
natural drainage so as to materially increase the drainage of stormwater onto adjacent portions of the
Property without the consent of the Owner of the affected portion of the Property and Grantor.
14.5. Party Structures. Each wall, fence, driveway or similar structure built as a part of the
original construction on the Building Lots which serves and/or separates any two adjoining Building Lots or
structures shall constitute a party structure. To the extent not inconsistent with the provisions of this section,
the general rules of law regarding party walls and liability for property damage due to negligence or willful
acts or omissions shall apply thereto. All Owners who make use of the party structure shall share the cost
of reasonable repair and maintenance of such structure equally. If a party structure is destroyed or
damaged by fire or other casualty, then to the extent that such damage is not covered by insurance and
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repaired out of the proceeds of insurance, any Owner who has used the structure may restore it. If other
Owners subsequently use the structure, they shall contribute to the restoration cost in equal proportions.
However, such contribution shall not prejudice the right to call for a larger contribution from the other users
under any rule of law regarding liability for negligent or willful acts or omissions. The right of an Owner to
contribution from any other Owner under this section shall be appurtenant to the land and shall pass to
such Owner's successors-in-title.
14.6. Driveway Easements. Whenever a party structure that is a driveway is installed within
the Property which in whole or in part lies upon a Building Lot owned by an Owner other than the Owner of
the Building Lot served, or is installed to serve more than one Building Lot, the Owner of each Building Lot
served by such driveway shall be entitled to full use and enjoyment of such other Building Lot as required
to service such Owner's Building Lot or to repair, replace and maintain such driveway. The cost of
maintaining any such driveway shall be shared equally by the Owners of all the Building Lots which are
benefited by such driveway. Each such Owner agrees to indemnify, defend and hold the other Owner
harmless for and against liability, costs and expenses, including reasonable attorneys' fees, for, without
limitation: damages, losses, injuries, or death to Persons; or damages, infringements or losses to or of
property, whether personal, real or intangible; or violations of any statute, law, ordinance, code, regulation
or rule of any entity which may be asserted against the other Owner arising out of or in relation to the use
and/or Maintenance of such driveway by the other Owner, the other Owner's agents, guests, invitees,
successors and assigns.
14.7. Declarant's Rights Incident to Construction. The Declarant,for itself and its successors
and assigns, hereby retains a right and easement of ingress and egress over, in, upon, under, and across
the Property and the right to store materials thereon and to make such other use thereof as may be
reasonably necessary or incident to the construction of the Improvements on the Property owned by the
Declarant; provided, however, that no such rights shall be exercised by the Declarant in such a way so as
to unreasonably interfere with the occupancy, use, enjoyment, or access to an Owner's Building Lot by that
Owner or such Owner's family, tenants, employees, guests, or invitees.
14.8. Easements Deemed Created. All conveyances of Building Lots made after the date of
the recording of this Declaration, as this Declaration may be amended and/or supplemented from time to
time, whether by the Declarant or otherwise, shall be construed to grant and reserve the easements
contained in this Article, even though no specific reference to such easement or to this Article appears in
the instrument for such conveyance.
14.9. Additional Covenants and Easements. The Declarant may unilaterally subject any
portion of the Property to additional covenants and easements, including, without limitation, covenants
obligating an Association to maintain and insure such portion of the Property on behalf of the Owners. Such
additional covenants and easements shall be set forth in a Supplemental Declaration filed either
concurrently with or after the annexation of the subject property, and shall require the written consent of the
owner(s) of such property, if other than the Declarant.
14.10. Emergency Easement. A general easement is hereby granted to all police, sheriff, fire
protection, ambulance, and all other similar emergency agencies to enter the Property in the proper
performances of their duties.
14.11. Easements to Serve Additional Property. The Declarant hereby reserves an easement
over any Common Area for the purpose of access to adjoining property which may now or later be owned
by the Declarant. This easement includes,without limitation,a right of ingress and egress over the Common
Area for construction of roads and for connecting and installing utilities on such property.
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ARTICLE XV
ENFORCEMENT
15.1. Default. A person shall be deemed to be in default of this Declaration only upon the
expiration of fifteen (15) days (five (5) days in the event of failure to pay money) from receipt of written
notice from the Declarant or Association specifying the particulars in which such person has failed to
perform the obligations of this Declaration unless such person, prior to the expiration of said fifteen (15)
days (five [5] days in the event of failure to pay money), has rectified the particulars specified in said notice
of default ("Notice of Violation"). The requirement for written notice shall be satisfied upon the mailing of a
Notice of Violation to the address evidenced on the records of the Elmore County Assessor as being the
address to which tax notices are to be mailed
15.2. Remedies. In the event of any breach or other non-compliance with any provision of the
Project Documents, then, after affording the breaching Person reasonable notice and an opportunity to be
heard in accordance with this Declaration and the procedures required in connection with imposition of
Limited Assessments, the Association (or, where applicable, Sub-Association) may exercise any or all of
the following remedies: (a) Bring an action to recover monetary damages; (b) Institute a proceeding in
equity to obtain injunctive or other equitable relief; (c)Suspend such Owner's voting rights, if any, and right
to use the recreational facilities within the Common Area; (d) Exclude such Owner's contractors,
subcontractors,agents,employees,or other invitees from the Property; (e)Impose reasonable fines against
such Owner in the manner and amount the Board deems appropriate in response to the violation; (f) Enter
the offending Building Lot; remove, abate, modify, or replace the item which is the cause of such violation
in a manner that results in conformance with the Project Documents; and assess the cost thereof against
the Building Lot and collect the same as a Limited Assessment, unless otherwise prohibited under this
Declaration; or (g) Exercise any other right or remedy available to it by law or in equity or under this
Agreement.
15.3. Right of Owners. Any action to enforce the Project Documents may be instituted by
Grantor or the Board (or any property manager retained by the Board) in the name and on behalf of an
Association. If, after written request from an aggrieved Owner, none of the foregoing Persons commences
an action to enforce the Project Documents within a reasonable period, then the aggrieved Owner may
bring such an action independently.
15.4. Limitation of Liability. Reasonable and good faith exercise of the rights of entry set forth
in this Article shall not subject the Declarant, an Association, the Design Committee, any other committee
established under the Bylaws, or their respective partners, officers, directors, members, managers, agents,
employees, or contractors to any liability for trespass, conversion, or other claim for damages. The
Declarant, an Association, the Design Committee, and other committee established under the Bylaws, and
their respective partners, officers, directors, members, managers, agents, employees and contractors shall
not be liable to any Owner or other Person for failure at any time to enforce any of the Project Documents.
15.5. Recovery of Costs and Fees. In the event any suit or other proceeding is instituted to
enforce any of the Project Documents, the prevailing party in such proceeding shall recover its costs and
expenses incurred in connection therewith, as well as such amount as the court may determine to be
reasonable as attorneys'fees at trial and upon any appeal or petition for review thereof.
15.6. Nonexclusiveness and Accumulation of Remedies. An election to pursue any remedy
provided for violation of the Project Documents shall not prevent concurrent or subsequent exercise of other
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rights or remedies permitted thereunder. The remedies provided in this Declaration are not exclusive, but
shall be in addition to all other remedies, including actions for damages and suits for injunctions and specific
performance, available under applicable law or in equity.
ARTICLE XVI
RESOLUTIONS OF DISPUTES
16.1. Agreement to Avoid Litigation. All Owners agree to encourage the amicable resolution
of disputes within the Property. Accordingly, all claims, grievances, or disputes by any Owner arising out
of or relating to the interpretation, application, or enforcement of the Project Documents, or the rights,
obligations, and duties of any Owner (collectively, the "Claims"), shall be subject to the provisions of this
Article XVI.
16.2. Mandatory Procedures.
16.2.1. Notice. Any Owner having a Claim (the "Claimant") shall notify the Association,
the Declarant, or any other Owner alleged to have violated the Project Documents (each, a"Respondent")
in writing, stating plainly and concisely the following: (1) the nature of the claim, including the Persons
involved and Respondent's role in the claim; (2) the legal basis of the Claim; (3) the Claimant's proposed
remedy; and (4) the fact that Claimant (or an authorized representative) will meet with Respondent (or an
authorized representative) to discuss in good faith ways to resolve the Claim (the"Claim Notice").
16.2.2. Negotiation and Mediation. The parties shall take commercially reasonable
efforts to meet in person and confer for the purpose of resolving the Claim by good-faith negotiation. If
requested in writing, accompanied by a copy of the Claim Notice, the Board may, in its sole discretion,
appoint a representative to assist the parties in resolving the dispute by negotiation. If the parties do not
resolve the claim within thirty (30) days of the date of the Claim Notice, the Claimant shall have thirty (30)
days to submit the Claim to mediation by an independent mediation service approved by Claimant and
Respondent, which approval by Respondent may not be unreasonably withheld, conditioned, or delayed.
The Association may maintain a list of approved mediators and selection from such a list by Claimant shall
be deemed binding on Respondent. If Claimant does not submit the Claim to mediation within such thirty-
day time period, or does not appear (either in person or through an authorized representative) for the
mediation, the Claimant shall be deemed to have waived the Claim. If the parties do not settle the Claim
within thirty (30) days after submission of the matter to mediation, the mediator shall submit to the
Association a notice of termination of the mediation proceedings.
16.2.3. Mandatory Arbitration. In the event the mediation proceedings are terminated
by notice as set forth in the preceding section,the Claimant shall submit the Claim to mandatory and binding
arbitration, with such proceedings occurring in the County or another location mutually agreeable to the
parties. The arbitration shall be conducted on a confidential basis pursuant to the Commercial Arbitration
Rules of the American Arbitration Association ("AAA"). The arbitrator shall be selected from a list provided
by AAA, with Claimant and Respondent splitting the costs of obtaining such a list. Any decision or award
as a result of any such arbitration proceeding shall be in writing and shall provide an explanation for all
conclusions of law and fact and shall include the assessment of costs, expenses,and reasonable attorneys'
fees. Any such arbitration shall be conducted by an arbitrator experienced in related matters and shall
include a written record of the arbitration hearing. An award of arbitration may be confirmed in a court of
competent jurisdiction.
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ARTICLE XVII
GENERAL PROVISIONS
17.1. Annexation and Withdrawal of Property. The Declarant may, in its discretion, at any
time and from time to time, and without having to obtain the consent, approval, or signature of any Person
or the Association or any Sub-Association, elect to remove any portion of the Property from (or annex
additional real property to) the jurisdiction of this Declaration. In the case of de-annexed property, such
property shall be considered de-annexed upon a notice duly recorded in the Elmore County Recorder's
Office stating that such de-annexed property has been removed from the jurisdiction of this Declaration.
17.2. Severability. Invalidation of any one of these covenants or restrictions by judgment or
court order shall in no way affect any other provisions which shall remain in full force and effect.
17.3. Term. The covenants and restrictions of this Declaration shall run with the land and shall
inure to the benefit of and be enforceable by the Association or the legal Owner of any Building Lot subject
to this Declaration, their respective legal representatives, heirs, successors and assigns, for a term of
twenty-five (25) years from the date this Declaration is recorded, after which time said covenants shall be
automatically extended for successive periods of ten (10)years, unless terminated by an instrument signed
by members entitled to cast not less than sixty-six percent (66%)of the votes of membership.
17.4. Amendment. Until the Class B Member Termination Date, the provisions of this
Declaration may be amended, modified, clarified, supplemented, added to or terminated by the Declarant
by recordation of a written instrument setting forth such amendment. After the Class B Member Termination
Date, any amendment to any provision of this Declaration, other than to this Article, shall be by an
instrument in writing signed and acknowledged by the president and secretary of the Association certifying
and attesting that such amendment has been approved by the vote or written consent of Members
representing at least two-thirds (2/3) of the total voting power in the Association, except where a greater
percentage is required by express provision in this Declaration, and such amendment shall be effective
upon its recordation with the Elmore County Recorder's Office. Any amendment to this Section shall require
the vote or written consent of Members representing ninety percent (90%) of the voting power of the
Association. Any amendment of this Declaration approved in the manner specified above shall be binding
on and effective as to all Owners and their respective Building Lots notwithstanding that such Owners may
not have voted for or consented to such amendment. Such amendments may add to and increase the
Restrictions applicable to the Property but shall not prohibit or unreasonably interfere with the allowed uses
of such Owner's Building Lot(s)which existed prior to such amendment(s).
17.5. Mortgage Protection. Notwithstanding any other provision of this Declaration, no
amendment of this Declaration shall operate to defeat or render invalid the rights of the beneficiary under
any first mortgage upon a Building Lot made in good faith and for value, and recorded prior to the
recordation of such amendment, provided that after foreclosure of any such first mortgage, such Building
Lot shall remain subject to this Declaration, as amended.
17.6. Assignment by Declarant.All rights of the Declarant hereunder reserved or created shall
be held and exercised by the Declarant alone, so long as it owns any interest in any portion of the Property.
Any or all rights, powers and reservations of the Declarant herein contained may be assigned to an
Association or to any other corporation or association which is now organized or which may hereafter be
MASTER DECLARATION OF COVENANTS, CONDITIONS &RESTRICTIONS
FOR MAYFIELD SPRINGS PLANNED COMMUNITY-38 VERSION: January 5,2022
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127

organized and which will assume the duties of the Declarant hereunder pertaining to the particular rights,
powers and reservations assigned, and upon any such corporation or association evidencing its intent in
writing to accept such assignment, have the same rights and powers and be subject to the same obligations
and duties as are given to and assumed by the Declarant herein.
17.7. Owners' Further Acknowledgments. By accepting a deed to any Building Lot(s)
contained within the Property, each Owner acknowledges and agrees to the following:
17.7.1. Project Documents. That Owner has read and understands the Project
Documents;
17.7.2. Use by General Public. That certain portions of the Subdivision, including trails
and Conservation and Wildlife Areas, may be utilized by the general public;
17.7.3. Use Permits. That in order to receive approval to develop the Subdivision, the
Declarant was required to obtain planned community approval from Elmore County, that through this
process certain conditions of approval attached to the Subdivision, and that Owner understands and will
abide by all such conditions. All Owners acknowledge and agree that such Owners will contact Elmore
County for particulars;
17.7.4. Development Plans. That Owner understands and acknowledges the right of such
property to be developed in compliance with applicable local, county, state and federal law;
17.7.5. Due Diligence Completed. That Owner has accepted title to the Building Lot(s)
after conducting all necessary inquiries and due diligence, and that Owner takes such Building Lot(s) "AS
IS, WHERE IS,"without any express or implied warranty from Grantor.
17.7.6. Water and Sewer Disclosures. As further set forth in Article VI, this Subdivision is
serviced by a private drinking water system. Fees, including user and maintenance fees, are subject to
fluctuation. As further set forth in Article VII, this Subdivision is serviced by a private sewer company or
district, which is not regulated by the Idaho Public Utilities Commission. Fees, including user fees and
maintenance fees, are subject to fluctuation.
17.7.7. Wildlife Depredation. There is wildlife habitat in the area of Mayfield Springs.
Damage to landscaping from wildlife shall be the responsibility of each individual Building Lot owner and
shall not be the responsibility of the Declarant or any of its affiliates, the Association, the State of Idaho, or
the County. Neither the Declarant or any of its affiliates, the Association, the County, nor the State of Idaho
will be liable for wildlife depredation.
17.7.8. WAIVER OF RIGHT TO OBJECT. BY ACCEPTANCE OF A DEED TO ANY
PORTION OF THE PROPERTY, EACH OWNER: (1) ACKNOWLEDGES AND AGREES THAT THE
DEVELOPMENT PLAN FOR THE SUBDIVISION MAY BE AMENDED, MODIFIED, OR CHANGED IN THE
DECLARANT'S DISCRETION SO LONG AS THE DEVELOPMENT PLAN IS CONSISTENT WITH
ELMORE COUNTY'S ZONING LAWS; AND (II) SHALL NOT OBJECT TO OR OPOPSE DEVELOPMENT
OF ANY PORTION OF THE SUBDIVISION, OR OTHER PROPERTY OWNED BY THE DECLARANT AND
ANNEXED TO THE SUBDIVISION. EACH OWNER'S AGREEMENT NOT TO OBJECT TO OR OPPOSE
THE DEVELOPMENT MATTERS SET FORTH IN THE PRECEDING SENTENCE IS A MATERIAL
CONSIDERATION TO THE CONVEYANCE OF ANY PORTION OF THE PROPERTY BY THE
DECLARANT TO SUCH OWNER AND TO THE DECLARANT'S WILLINGNESS TO UNDERTAKE THE
DEVELOPMENT OF THE SUBDIVISION.
MASTER DECLARATION OF COVENANTS, CONDITIONS & RESTRICTIONS
FOR MAYFIELD SPRINGS PLANNED COMMUNITY-39 VERSION: January 5,2022
4880-0804-5575, v. 1
128

17.8. Conflicts Between Documents. In case of conflict between this Declaration and the
Articles or the Bylaws, this Declaration shall control. In case of conflict between the Articles and the Bylaws,
the Articles shall control. In case of conflict between this Declaration and the Design Guidelines, this
Declaration shall control.
[DECLARANT SIGNATURE ON FOLLOWING PAGE]
r
r
MASTER DECLARATION OF COVENANTS, CONDITIONS & RESTRICTIONS
FOR MAYFIELD SPRINGS PLANNED COMMUNITY-40 VERSION: January 5,2022
4880-0804-5575, v. 1
129

IN WITNESS WHEREOF, the parties have executed these Developer Covenants, Conditions and
Restrictions for the Mayfield Springs Planned Community as of the day and year first above written.
THE DECLARANT:
MAYFIELD DEVELOPMENT, LLC,
an Idaho limited liability company
By: [DRAFT— NOT FOR EXECUTIONI
Name: Lawrence Squires
Title: Manager
STATE OF IDAHO )
County of Ada )
On this day of 2021, before me the undersigned, a Notary Public in
and for said State, personally appeared Lawrence Squires, known or identified to me to the Manager of
Mayfield Development, LLC, an Idaho limited liability company, the limited liability company that executed
the instrument or the person who executed the instrument on behalf of said limited liability company, and
acknowledged to me that such limited liability company executed the same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and
year in this certification first above written.
Notary Public for Idaho
Residing at County, Idaho
My Commission Expires:
MASTER DECLARATION OF COVENANTS, CONDITIONS & RESTRICTIONS
FOR MAYFIELD SPRINGS PLANNED COMMUNITY-41 VERSION: January 5,2022
4880-0804-5575, v. 1
130

EXHIBIT A
MAYFIELD SPRINGS PLANNED COMMUNITY LEGAL DESCRIPTION
A parcel of land laying in Section 34 and the Westerly%of Section 35,Township 1 North, Range 4 East of
the Boise Meridian, said parcel being more particularly described as follows:
Beginning at a 5/8 inch iron rod marking the Southwest corner of said Section 34 and running thence along
the Westerly line of said Section N00°13'29"E 2644.03 feet to a brass cap marking the West % corner
thereof; thence continuing along said West line N00°16'26"E 673.12 feet to a 5/8 inch iron rod on the
Northerly right-of-way line of South Desert Wind Road; thence 197.42 feet along said right-of-way line
on the arc of a 5780.00 foot radius curve right, through a central angle of 01°57'25" to a brass cap which
bears S40°11'03"E 197.41 feet from last described point; thence S39°12'21"E 196.71 feet to a brass cap;
thence leaving said Northerly right-of-way line N00°16'26"E 318.79 feet to a 5/8 inch iron rod; thence
380.04 feet along the arc of a 5982.78 foot radius curve left,through a central angle of 03°38'22"to a 5/8
inch iron rod set on the Westerly line of said Section 34, said rod bears N41°30'20"W 379.98 feet from
last described point; thence N00°16'26"E 348.61 feet to a 5/8 inch iron rod marking the North 1/161h
corner on said Westerly line; thence S89°38'54"E 2646.08 feet to a 5/8 inch iron rod marking the Center
North 1/161h corner of said Section 34;thence S89°38'54"E 1322.88 feet to an aluminum cap marking the
NE 1/161h corner thereof;thence N00°12'29"E 1316.87 feet to a 5/8 inch iron rod marking the East 1/161h
corner on the North line of said Section 34; thence S89°34'36"E 1322.49 feet to a brass cap marking the
Northeast corner of said Section 34; thence along the North line of Section 35, said Township and Range
N89°46'41"E 1324.50 feet to a 5/8 inch iron rod marking the West 1/161h corner thereof; thence
S00°10'20"W 2632.88 feet to a 5/8 inch iron rod marking the Center West 1/161h corner of said Section
35; thence N89°53'04"E 1325.32 feet to an aluminum cap marking the Center% corner thereof; thence
S00°08'51"W 2647.70 feet to an aluminum cap marking the South % corner thereof; thence along the
South line of said Section 35 N89°44'58"W 2652.80 feet to a brass cap marking the Southeast corner of
said Section34; thence along the South line of said Section 34 N89°51'50"W 2647.83 feet to a brass cap
marking the South%corner thereof;thence continuing along said South line N89°51'49"W to the Point of
Beginning, all in Elmore County, Idaho.
Bearings herein used are based on that certain record of survey recorded August 17, 2006, Instrument
No. 379212, records of Elmore County, Idaho.
MASTER DECLARATION OF COVENANTS, CONDITIONS &RESTRICTIONS
FOR MAYFIELD SPRINGS PLANNED COMMUNITY-Exhibit A VERSION: January 5,2022
4880-0804-5575, v. 1

Exhibit 1 -r
Draft Articles of Incorporation
Demonstration of Technical, Financial, and Managerial Capacity
Mayfield Springs Planned Community Public Water System
132

ARTICLES OF INCORPORATION
OF
MAYFIELD SPRINGS PROPERTY OWNERS' ASSOCIATION, INC.
KNOW ALL PERSONS BY THESE PRESENTS:
The undersigned, for the purpose of forming a non-profit corporation under the laws of
the State of Idaho in compliance with the provisions of Title 30, Chapter 30, Idaho Code, does
hereby certify, declare and adopt the following Articles of Incorporation:
ARTICLE I
NAME
The name of the corporation shall be Mayfield Springs Property Owners' Association,
Inc. (hereinafter, the "Corporation").
ARTICLE II
TERM
The period of existence and duration of the life of this Corporation shall be perpetual.
ARTICLE III
NON-PROFIT
This Corporation shall be a non-profit, membership corporation.
ARTICLE IV
REGISTERED AGENT
The location and street address of the initial registered office of this Corporation shall be
2463 E. Gala, Suite 120, Meridian, Idaho 83642, and Gregory B. Johnson is hereby appointed
the initial registered agent of the Corporation.
ARTICLE V
PURPOSE AND POWERS OF THE ASSOCIATION
This Corporation does not contemplate pecuniary gain or profit to the Members thereof,
and the specific purposes for which the Corporation is formed are to provide for certain
regulations of the use and architectural control of the Building Lots and Common Areas located
or to be located in Mayfield Springs Subdivision according to the plat thereof recorded or to be
recorded in the official records of Ada County, Idaho (the "Subdivision"), which Building Lots
and Common Areas are a portion of the real property ("Property") covered by the Master
Declaration of Covenants, Conditions & Restrictions for Mayfield Springs Subdivision, as
amended, recorded or to be recorded in the official records of Ada County, Idaho (the
"Declaration"); and to promote the health, safety and welfare of the residents within the
Subdivision; and for this purpose to:
(A) Exercise all of the powers and privileges and to perform all of the duties
and obligations of the Corporation as set forth in the Declaration as amended from time
ARTICLES OF INCORPORATION -1
4869-0200-7049,v. 1
133

to time as therein provided, said Declaration being incorporated herein as if set forth at
length;
(B) Fix, levy, collect and enforce payment by any lawful means of all charges
or assessments pursuant to the terms of the Declaration and all expenses in connection
therewith and all office and other expenses incident to the conduct of the business of the
Corporation, including all licenses, taxes, or governmental charges levied or imposed
against the Corporation's property;
(C) Acquire (by gift, purchase or otherwise), own, hold, improve, build upon,
operate, maintain, convey, sell, lease, transfer, dedicate for public use or otherwise
dispose of real or personal property in connection with the affairs of the Corporation
under the limitations imposed by the Declaration;
(D) Borrow money, and with the assent of two-thirds (2/3) of each class of
Members mortgage, pledge, deed in trust, or hypothecate any or all of its real or
personal property as security for money borrowed or debts incurred;
(E) Participate in mergers and consolidations with other non-profit
corporations organized for the same purposes or annex additional residential property
and Common Area, provided that any such merger, consolidation or annexation shall
comply with the requirements of the Declaration; and
(F) Have and exercise any and all powers, rights and privileges which a
corporation organized under the Idaho Nonprofit Corporation Act may by law now or
hereafter have or exercise, subject only to limitations contained in the Bylaws and the
Declaration and the amendments and supplements thereto; provided, however, that the
Corporation shall not have the power to institute, defend, intervene in, settle, or
compromise proceedings in the name of any Owner or Member except in instances
involving the administration of Common Area administered and/or owned by the
Corporation.
Notwithstanding anything to the contrary contained herein, including in Article XII hereof, this
Article III may only be amended by a unanimous vote of all of the Class A and Class B
Members.
ARTICLE VI
MEMBERSHIP
Each person or entity holding fee simple interest of record to a Building Lot which is a
part of the Property or a fee simple interest of record to a Building Lot which has been annexed
into the Subdivision and made a part of the Property subject to the Declaration, and sellers
under executory contracts of sale, but excluding those having such interest merely as security
for the performance of an obligation, shall be a Member of the Corporation. Membership shall
be appurtenant to and may not be separated from ownership of any Building Lot located in the
Subdivision.
ARTICLE VII
VOTING RIGHTS
The Corporation shall have two classes of voting membership:
ARTICLES OF INCORPORATION -2
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134

(A) Class A. The "Class A Members" shall be the Members of the
Association who are all Owners of Building Lots, with the exception of the Grantor so
long as the Grantor is the Class B Member. The Class A Members shall be entitled to
one (1) vote for each Building Lot owned and when more than one (1) person holds and
interest in a Building Lot, all such persons shall be Class A Members and the vote for
such Building Lot shall be exercised as they determine, but in no event shall more than
one (1) vote be cast with respect to any Building Lot owned by a Class A Member.
(B) Class B. The "Class B Member" shall be the Grantor. The Class B
Member shall be entitled to fifty (50) votes for each Building Lot owned by such Class B
Member on the day of the vote until the Class B Member Termination Date, which is the
date on which Grantor no longer owns any portion of the Property and Grantor informs
the Board in writing that Class B Member status is terminated. Grantor may assign and
transfer its Class B membership and Class B voting rights to a successor in title to any
portion of the Property in a writing recorded in the records of Ada County, Idaho.
ARTICLE VIII
BOARD OF DIRECTORS
The affairs of this Corporation shall be managed by a Board of at least three (3)
Directors, who need not be Members of the Corporation. The number of Directors may be
changed by amendment of the Bylaws of the Corporation, but in no event shall the number be
fewer than three (3). The names and addresses of the persons who are to act in the capacity of
Directors until the selection of their successors are:
Gregory Johnson PO Box 344
Meridian, ID 83680
Larry Squires PO Box 344
Meridian, ID 83680
Taylor Merrill PO Box 344
Meridian, ID 83680
ARTICLE IX
ASSESSMENTS
Each Member, but specifically excluding Grantor, shall be liable for the payment of
Assessments, as provided for in the Declaration and as set forth in the Bylaws of the
Corporation.
ARTICLE X
BYLAWS
Until the Class B Member Termination Date, the Bylaws may be amended by an
instrument signed by the Directors only and attested by the Secretary of the Corporation.
Thereafter, the Bylaws of this Corporation may be altered, amended, or new Bylaws adopted at
any regular meeting, or any special meeting of the Corporation called for that purpose, by the
affirmative votes of a Majority of the Members. For the purpose of specifying in detail the rights,
responsibilities, duties and obligations of the Board of Directors, the officers, employees and
agents of the Corporation, and the Members for the payment of Assessments, the Bylaws may
incorporate by reference the provisions of the Declaration.
ARTICLES OF INCORPORATION -3
4869-0200-7049,v. 1
135

ARTICLE XI
DISSOLUTION
The Corporation may be dissolved at any regular meeting, or any special meeting of the
Corporation called for that purpose, by the affirmative votes of not less than three-fourths (3/4)
of each class of Members. Upon dissolution of the Corporation, other than incident to a merger
or consolidation, the real property and other assets of the Corporation shall be: (i) dedicated to
an appropriate public agency to be used for purposes similar to those for which the Corporation
was created; or (ii) granted, conveyed and assigned to a non-profit corporation, association,
trust or other organization to be devoted to such similar purposes; or (iii) distributed to the
Owners of Building Lots to be held by them as tenants in common in proportion to the number of
Building Lots within the Subdivision. The determination of the liquidating distribution of the real
property and other assets of the Corporation as provided above, shall be determined by vote of
a majority of the Owners of Building Lots as part of the Member vote on dissolution.
ARTICLE XII
AMENDMENTS
Until the Class B Member Termination Date, these Articles of Incorporation may be
amended by an instrument signed by the Directors only and attested by the Secretary of the
Corporation. Thereafter, amendment of these Articles of Incorporation may be made at any
regular meeting, or any special meeting of the Corporation called for that purpose, by the
affirmative votes of not less than three-fourths (3/4) of each class of Members and, if required
by the Declaration, the consent of holders of first mortgages on Building Lot(s) who have
requested of the Corporation in writing to provide them notice of proposed action which affects
their interests. No amendment which is inconsistent with the provisions of the Declaration shall
be valid. Notwithstanding the foregoing, these Articles of Incorporation may be amended by an
instrument signed by the Directors only and attested by the Secretary of the Corporation,
without a vote of the Members, when such amendment is adopted for the sole purpose of
complying with the requirements of any governmental or regulatory agency or any institutional
mortgage holder.
ARTICLE XIII
MEANING OF TERMS
Except as otherwise defined herein, all terms appearing herein initially capitalized shall
have the same meanings as are applied to such terms in the Declaration including, without
limitation, "Articles", "Assessments", "Association," "Board," "Building Lot," "Bylaws," "Common
Area," "Grantor," "Member," "Owner" and "Property."
ARTICLE XIV
INCORPORATION
T. Hethe Clark, 251 E. Front Street, Suite 310, P.O. Box 639, Boise, Idaho 83701, shall
be the incorporator of the Corporation.
ARTICLES OF INCORPORATION -4
4869-0200-7049,v. 1
136

IN WITNESS WHEREOF, I have hereunto set my hand and seal this day of
20
T. Hethe Clark, Incorporator
ARTICLES OF INCORPORATION -5
4869-0200-7049,v. 1
137

Exhibit 1
Draft By-Laws
Demonstration of Technical, Financial, and Managerial Capacity
Mayfield Springs Planned Community Public Water System
138

BYLAWS
OF
MAYFIELD SPRINGS PROPERTY OWNERS' ASSOCIATION, INC.
4855-1166-0809,v. 1
139

TABLE OF CONTENTS
ARTICLE I GENERAL PLAN OF OWNERSHIP......................................................................... 3
Section1.1 Name .................................................................................................................. 3
Section 1.2 Bylaws Applicability............................................................................................. 3
Section 1.3 Personal Application............................................................................................ 3
ARTICLE 11 VOTING, MAJORITY OF DELEGATES, QUORUM, PROXIES............................... 3
Section2.1 Voting.................................................................................................................. 3
Section2.2 Quorum ............................................................................................................... 3
Section2.3 Proxies................................................................................................................ 3
ARTICLE III ADMINISTRATION ................................................................................................ 4
Section 3.1 Responsibilities ................................................................................................... 4
Section 3.2 Place of Meetings................................................................................................ 4
Section 3.3 Annual Meetings.................................................................................................. 4
Section 3.4 Special Meetings................................................................................................. 4
Section 3.5 Notice of Meetings............................................................................................... 4
Section 3.6 Adjourned Meetings............................................................................................. 5
Section 3.7 Order of Business................................................................................................ 5
Section 3.8 Action Without Meeting........................................................................................ 5
Section 3.9 Consent of Absentees ......................................................................................... 5
Section 3.10 Minutes, Presumption of Notice......................................................................... 5
ARTICLE IV BOARD OF DIRECTORS...................................................................................... 5
Section 4.1 Number and Qualification .................................................................................... 5
Section 4.2 Powers and Duties .............................................................................................. 5
Section 4.3 Special Powers and Duties.................................................................................. 6
Section 4.4 Management Agent............................................................................................. 8
Section 4.5 Nomination, Election and Term of Office ............................................................. 8
Section 4.6 Books, Financial Statements and Audit ............................................................... 8
Section4.7 Vacancies............................................................................................................ 9
Section 4.8 Removal of Directors........................................................................................... 9
Section 4.9 Organization Meeting .......................................................................................... 9
Section 4.10 Other Regular Meetings..................................................................................... 9
Section 4.11 Special Meetings............................................................................................... 9
Section 4.12 Waiver of Notice................................................................................................ 9
Section 4.13 Quorum and Adjournment ................................................................................10
Section 4.14 Action Without Meeting.....................................................................................10
Section 4.15 Fidelity Bonds...................................................................................................10
Section4.16 Committees ......................................................................................................10
ARTICLEV OFFICERS ............................................................................................................10
Section5.1 Designation ........................................................................................................10
Section 5.2 Election of Officers .............................................................................................10
Section 5.3 Removal of Officers............................................................................................10
Section 5.4 Compensation ....................................................................................................11
Section 5.5 Special Appointment...........................................................................................11
Section5.6 President............................................................................................................11
Section 5.7 Vice President....................................................................................................11
Section5.8 Secretary............................................................................................................11
Section5.9 Treasurer............................................................................................................12
i
4855-1166-0809,v. 1
140

ARTICLE VI OBLIGATIONS OF OWNERS...............................................................................12
Section 6.1 Assessments......................................................................................................12
Section 6.2 Maintenance and Repair ....................................................................................12
ARTICLE VII AMENDMENTS TO BYLAWS..............................................................................13
ARTICLE VIII MEANING OF TERMS........................................................................................13
ARTICLE IX CONFLICTING PROVISIONS ..............................................................................13
ARTICLE X INDEMNIFICATION AND INSURANCE.............................. ...............................13
Section 10.1 Certain Definitions............................................................................................13
Section 10.2 Indemnification .................................................................................................13
Section 10.3 Liability Insurance.............................................................................................14
ARTICLE XI MISCELLANEOUS ...............................................................................................14
Section 11.1 Checks, Drafts and Documents........................................................................14
Section 11.2 Execution of Documents...................................................................................14
Section 11.3 Inspection of Bylaws, Books and Records........................................................14
Section11.4 Fiscal Year.......................................................................................................14
Section 11.5 Membership Book.............................................................................................14
ii
4855-1166-0809,v. 1
141

BYLAWS
OF
MAYFIELD SPRINGS PROPERTY OWNERS' ASSOCIATION, INC.
ARTICLE I
GENERAL PLAN OF OWNERSHIP
Section 1.1 Name. The name of the corporation is Mayfield Springs Property Owners'
Association, Inc. (the "Corporation"). The principal office of the Corporation shall be located at
2463 E. Gala, Suite 120, Meridian, ID 83642.
Section 1.2 Bylaws Applicability. The provisions of these Bylaws are applicable to
Mayfield Springs Subdivision, a subdivision located in the County of Canyon, State of Idaho,
provided for in the Declaration of Covenants, Conditions and Restrictions for Mayfield Springs
Subdivision, recorded in the records of Ada County on , 20 , as Instrument
No. (the "Master Declaration"), as the same may be amended or
supplemented from time to time.
Section 1.3 Personal Application. All present and future Owners and their tenants,
future tenants, employees, and any other person that might use the facilities owned and/or
managed by the Corporation in any manner, are subject to the regulations set forth in these
Bylaws, and in the Declaration. The mere acquisition or rental of any of the Building Lots of the
Subject Phase or the mere act of occupancy of any of the Building Lots will signify that these
Bylaws are accepted, ratified, and will be complied observed.
ARTICLE II
VOTING, MAJORITY OF DELEGATES, QUORUM, PROXIES
Section 2.1 Voting. Voting shall be undertaken in accordance with the procedures
identified in the Declaration. As used in these Bylaws, the term "Majority of Members" shall
mean those Class A Members representing fifty-one percent (51%) of the voting power of the
Members of the Corporation.
Section 2.2 Quorum. Except as otherwise provided in these Bylaws, the Articles of
Incorporation, or the Declaration, the presence in person or by proxy of the Class B Member
(where there is such a Member), and thereafter the presence in person or by proxy of the Class
A Members holding at least thirty percent (30%) of the total votes of all Members, shall
constitute a quorum of the Membership. After the Class B Member Termination Date, the Class
A Members present at a duly called meeting at which a quorum is present may continue to do
business until adjournment, notwithstanding the withdrawal of enough Class A Members to
leave less than a quorum.
Section 2.3 Proxies. Votes may be cast by Class A Members in person or by proxy.
Proxies must be in writing and filed with the Secretary at least twenty-four (24) hours before the
appointed time of each meeting. Every proxy shall be revocable at the pleasure of the Member
who executed the proxy and shall automatically cease after completion of the meeting of which
the proxy was filed, if filed for a particular meeting. In no event shall a proxy be valid after
eleven (11) months from the date of its execution.
BYLAWS (Mayfield Springs Property Owners'Association, Inc.)-3
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142

ARTICLE III
ADMINISTRATION
Section 3.1 Responsibilities. The Corporation shall have the responsibility of
administering the Common Area owned and/or managed by the Corporation, if any; approving
the annual budget; establishing and collecting all Assessments; and may arrange for the
management of the same pursuant to an agreement containing provisions relating to the duties,
obligations, removal, and compensation of the Manager, as defined below.
Section 3.2 Place of Meetings. Meetings of the Corporation shall be held on the
Property or such other suitable place as close to the Property as is practicable in Ada County as
may be designated by the Board of Directors. To the extent allowed by Idaho law, meetings
may be held virtually or via electronic means if the Board of Directors determines in its sole but
reasonable discretion that public gatherings are not advisable for reasons that may include, but
are not necessarily limited to, public health issues, restrictions, or orders. A determination by
the Board to proceed with a virtual meeting shall be provided with the notice of such meeting.
Section 3.3 Annual Meetings. Each regular annual meeting of the Members shall be
held no earlier than April 1 and no later than July 31 each year. If the day for the annual
meeting of the Members is a legal holiday, the meeting will be held at the same hour on the first
day following which is not a legal holiday.
Until the Class B Member Termination Date, the Class B Member shall have the exclusive
right to appoint or remove Directors and Officers of the Association at each annual meeting.
After the Class B Member Termination Date, at each annual meeting there shall be elected, by
ballot of the Class A Members, a Board of Directors in accordance with the requirements of
these Bylaws. Annually thereafter, Directors shall be elected for a term of one (1) year
beginning with such annual meeting. In the event that an annual meeting is not held, or the
Directors are not elected at such annual meeting, the Directors may be elected at any special
meeting held for that purpose. Each Director shall hold office until a successor has been
elected or until death, resignation, removal or judicial adjudication of mental incompetence. The
Class A Members may also transact such other business of the Corporation as may properly
come before them at any such annual meeting.
Section 3.4 Special Meetings. It shall be the duty of the President to call a special
meeting of the Corporation as directed by resolution of the Board of Directors, or, after the Class
B Member Termination Date, upon a petition signed by Class A Members who are entitled to
vote one-fourth ('/4) of all the votes of the Class A Membership. The notice of all regular and
special meetings shall be given as provided in Section 3.5 of these Bylaws, and shall state the
nature of the business to be undertaken.
Section 3.5 Notice of Meetings. It shall be the duty of the Secretary to mail a notice of
each annual or special meeting of the Corporation, stating the purpose thereof as well as the
day, hour and place where such meeting is to be held, to each Member of record, and any
person in possession of a Building Lot, at least ten (10) but not more than thirty (30) days prior
to such meeting. After the Class B Member Termination Date, the notice may set forth time
limits for speakers and nominating procedures for the meeting. The mailing of a notice, postage
prepaid, in the manner provided in this Section 3.5, shall be considered notice served, after said
notice has been deposited in a regular depository of the United States mail. If no address has
been furnished the Secretary, notice shall be deemed to have been given to a Member if posted
in a conspicuous place on the Subject Phase.
BYLAWS (Mayfield Springs Property Owners'Association, Inc.)-4
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Section 3.6 Adjourned Meetings. If any meeting of the Corporation cannot be organized
because a quorum has not attended, the Class A Members who are present, either in person or
by proxy, may adjourn the meeting to a time not less than ten (10) days nor more than thirty (30)
days from the time the original meeting was called, at which meeting the quorum requirement
shall be the presence in person or by proxy of any Class A Member. Such adjourned meetings
may be held without notice thereof as provided in this Article III, except that notices shall be
given by announcement at the meeting at which such adjournment is taken. If a meeting is
adjourned for more than thirty (30) days, notice of the adjourned meeting shall be given as in
the case of an original meeting.
Section 3.7 Order of Business. The order of business at all meetings shall be as follows:
(a) roll call to determine the voting power represented at the meeting; (b) proof of notice of
meeting or waiver of notice; (c) reading of minutes of preceding meeting; (d) reports of officers;
(e) reports of committees; (f) election of Directors; (g) unfinished business; and (h) new
business. Meetings shall be conducted by the officers of the Corporation in order of their
priority.
Section 3.8 Action Without Meeting. Any action, which under the provisions of the Idaho
Nonprofit Corporation Act may be taken only at a meeting of the Corporation, may be taken
without a meeting if authorized in writing signed by the Class B Member or, after the Class B
Member Termination Date, all of the Class A Members who would be entitled to vote at a
meeting for such purpose, and filed with the Secretary. Any action so approved shall have the
same effect as though taken at a meeting of the Directors.
Section 3.9 Consent of Absentees. The transactions of any meeting of the Corporation,
either annual or special, however called and noticed, shall be as valid as though transacted at a
meeting duly held after regular call and notice, if a quorum be present either in person or by
proxy, and if either before or after the meeting each of the Class A Members not present in
person or by proxy signed a written waiver of notice, or a consent to the holding of such
meeting, or an approval of the minutes thereof. All such waivers, consents or approvals shall be
filed with the corporate records or made part of the minutes of the meeting.
Section 3.10 Minutes, Presumption of Notice. Minutes or a similar record of the
proceedings of meetings, when signed by the President or Secretary, shall be presumed
truthfully to evidence the matters set forth therein. A recitation in the minutes of any meeting
that notice of the meeting was properly given shall be prima facie evidence that such notice was
given.
ARTICLE IV
BOARD OF DIRECTORS
Section 4.1 Number and Qualification. The business and affairs of the Corporation shall
be governed and managed by a Board of Directors composed of at least three (3) persons, who
need not be Members of the Corporation. Directors shall not receive any salary or other
compensation for their services as Directors; provided, however, that nothing herein contained
shall be construed to preclude any Director from serving the Corporation in some other capacity
and receiving compensation therefore.
Section 4.2 Powers and Duties. The Board of Directors has the powers and duties
necessary for the administration of the affairs of the Corporation, as more fully set forth in the
Declaration, and may do all such acts and things as are not by law or by these Bylaws directed
to be exercised and done exclusively by the Owners.
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Section 4.3 Conflicts of Interest. If a member of the Board of Directors has a financial or
personal interest in any matter coming before the Board of Directors, such affected member shall
a) fully disclose the nature of the interest, and b) withdraw from discussion, lobbying, and voting
on the matter. Any transaction or vote involving a potential conflict of interest shall be approved
only when a majority of the remaining members of the Board of Directors determine that it is in
the best interest of the Corporation to do so. The minutes of meetings at which such votes are
taken shall record such disclosure, abstention and rationale for approval.
Section 4.4 Special Powers and Duties. Without prejudice to such foregoing general
powers and duties, and such powers and duties as set forth in the Declaration, the Board of
Directors is vested with, and responsible for, the following powers and duties:
(a) To select, appoint and remove all officers, agents, and employees of the
Corporation, to prescribe such powers and duties for them as may be consistent
with law, with the Articles of Incorporation, the Declaration, and these Bylaws; to
fix their compensation and to require from them security for faithful service when
deemed advisable by the Board of Directors;
(b) To conduct, manage and control the affairs and business of the
Corporation, and to make and enforce such rules and regulations therefore
consistent with law, with the Articles of Incorporation, the Declaration, and these
Bylaws, as the Board of Directors may deem necessary or advisable;
(c) To change the principal office for the transaction of the business of the
Corporation from one location to another within the County of Ada, State of Idaho,
as provided in Article I hereof; to designate any place within said County for the
holding of any annual or special meeting or meetings of the Corporation consistent
with the provisions of Section 3.2 hereof;
(d) To borrow money and to incur indebtedness for the purposes of the
Corporation, and to cause to be executed and delivered therefore, in the
Corporation's name, promissory notes, bonds, debentures, deeds of trust,
mortgages, pledges, hypothecations or other evidence of debt and securities
therefore; subject, however, to the limitations set forth in the Articles of
Incorporation and the Declaration;
(e) To fix and levy from time to time Regular Assessments, Special
Assessments, and Limited Assessments upon the Owners, as provided in the
Declaration; to determine and fix the due date for the payment of such
Assessments, and the date upon which the same shall become delinquent;
provided, however, that such Assessments shall be fixed and levied only to
provide for the payment of the expenses of the Corporation, and of the taxes and
assessments upon real or personal property owned, leased, controlled or
occupied by the Corporation, or for the payment of expenses for labor rendered or
materials or supplies used and consumed, or equipment and appliances furnished
for the maintenance, improvement or development of such property or for the
payment of any and all obligations in relation thereto, or in performing or causing
to be performed any of the purposes of the Corporation for the general benefit and
welfare of the Owners, in accordance with the provisions of the Declaration. The
Board of Directors is hereby authorized to incur any and all such indebtedness for
any of the foregoing purposes and to provide, or cause to be provided adequate
reserves for replacements as the Board of Directors shall deem to be necessary or
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advisable in the interest of the Corporation or welfare of the Owners. The funds
collected by the Board of Directors from the Owners, attributable for replacement
reserves, for maintenance recurring less frequently than annually, and for capital
improvements, shall at all times be held in trust for the Owners and shall not be
commingled with other Assessments collected from the Owners. Such Regular
Assessments, Special Assessments and Limited Assessments shall be fixed in
accordance with the provisions of the Declaration. Should any Owner fail to pay
such Assessments before delinquency, the Board of Directors in its discretion, is
authorized to enforce the payment of such delinquent Assessments as provided in
the Declaration;
(f) To enforce the provisions of the Declaration, these Bylaws, or other
agreements of the Corporation;
(g) To contract for and pay for, casualty, blanket, liability, malicious mischief,
vandalism, and other insurance, insuring the Owners, the Corporation, the Board
of Directors, and other interested parties, in accordance with the provisions of the
Declaration, covering and protecting against such damages or injuries as the
Board deems advisable, which may include without limitation, medical expenses of
persons injured on the Subject Phase, and to bond the agents and employees of
any management body, if deemed advisable by the Board of Directors;
(h) To operate, maintain and otherwise manage or provide for the operation,
maintenance and management of the Common Area, if any, and to contract for
and pay maintenance, gardening, utilities, materials and supplies, and services
relating to the Common Area, if any, and to employ personnel necessary for the
operation of the Common Area, if any, including legal and accounting services,
and to contract for and pay for improvements and any recreational facilities on the
Common Area, if any. In case of damage by fire or other casualty to the property
owned and/or managed by the Corporation, if insurance proceeds exceed Twenty-
Five Thousand and No/100 Dollars ($25,000.00), or the cost of repairing or
rebuilding exceeds available insurance proceeds by more than Two Thousand and
No/100 Dollars ($2,000.00), then the Board of Directors shall obtain firm bids from
two or more responsible contractors to rebuild any portion of the said property in
accordance with the original plans and specifications with respect thereto, and
shall, as soon as possible thereafter, call a special meeting of the Corporation to
consider such bids. At such special meeting, the Members may by three-fourths
(3/4) of the voting power cast, elect to reject such bids and thus not to rebuild.
Failure to thus reject such bids shall be deemed acceptance of such bid as may
be selected by the Manager;
(i) To grant easements where necessary for utilities and sewer facilities over
the Common Area;
Q) To fix, determine and name from time to time, if necessary or advisable,
the public agency, fund, foundation or corporation which is then or there organized
or operated for charitable purposes, to which the assets of this Corporation may
be distributed upon liquidation or dissolution according to the Articles of
Incorporation of the Corporation unless such assets shall be distributed to Owners
of Building Lots as more particularly provided in the Articles of Incorporation. The
assets so distributed shall be those remaining after satisfaction of all just debts
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and obligations of the Corporation, and after distribution of all property held or
acquired by the Corporation under the terms of a specific trust or trusts;
(k) To adopt, amend, and repeal by majority vote of the Board of Directors,
rules and regulations as to the Corporation deemed reasonable and necessary;
and
(1) To pay all real and personal property taxes and assessments levied
against the Common Area owned or managed by the Corporation.
Section 4.5 Management Agent. The Board of Directors may contract or employ for the
Corporation a management agent ("Manager") at a compensation established by the Board of
Directors to perform such duties and services as the Board of Directors shall authorize,
including, but not limited to the duties listed in Section 4.3 hereof.
Section 4.6 Nomination, Election and Term of Office. Until the Class B Member
Termination Date, the Class B Member shall have the exclusive right to appoint or remove
Directors and Officers of the Association. Thereafter, nomination for election to the Board of
Directors may be made by a nomination committee. Nominations may also be made from the
floor at the annual meeting. If a nomination committee is formed, the nomination committee
shall consist of a chairperson, who shall be a member of the Board of Directors, and two (2) or
more Members of the Corporation. If a nomination committee is formed, the nominating
committee shall be appointed by the Board of Directors prior to each annual meeting of the
Members, to serve from the close of such annual meeting until the close of the next annual
meeting, and such appointment shall be announced at each annual meeting. If a nomination
committee is formed, the nomination committee shall make as many nominations for election to
the Board of Directors as it shall in its discretion determine, but not less than the number of
vacancies that are to be filled. Such nominations may be made from among Members or non-
members.
After the Class B Member Termination Date, new Directors shall be elected by secret
written ballot by a Majority of Members present at such meeting as provided in these Bylaws.
Cumulative voting is not permitted.
The term of the Directors shall be for one (1) year. In the event that an annual meeting is
not held, or the Directors are not elected thereat, the Directors may be elected at any special
meeting held for that purpose. Each Director shall hold office until a successor has been
elected or until death, resignation, removal or judicial adjudication of mental incompetence. Any
person serving as a Director may be re-elected, and there shall be no limitation on the number
of terms which a Director may serve.
Section 4.7 Books, Financial Statements and Audit. The Board of Directors shall cause
to be maintained a full set of books and records showing the financial condition of the affairs of
the Corporation in a manner consistent with generally accepted accounting principles. The
Corporation will provide an audited statement for the preceding fiscal year if requested in writing
by the holder, insurer or guarantor of any first mortgage that is secured by a Building Lot. A
copy of each audit shall be delivered to each Member within thirty (30) days after the completion
of such audit. An annual operating statement reflecting income and expenditures of the
Corporation shall be distributed to each Member within ninety (90) days after the end of each
fiscal year, and to first mortgagees who have in writing requested notice of Corporation
proceedings.
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Section 4.8 Vacancies. Until the Class B Member Termination Date, the Class B
Member shall have the exclusive right to appoint or remove Directors and Officers of the
Association. After the Class B Member Termination Date, vacancies in the Board of Directors
caused by any reason other than the removal of a Director by a vote of a Majority of Members
shall be filled by vote of the majority of the remaining Directors, even though they may constitute
less than a quorum, and each person so elected shall be a Director until a successor is elected
at the next annual meeting, or at a special meeting called for that purpose. A vacancy or
vacancies shall be deemed to exist in case of death, resignation, removal or judicial adjudication
of mental incompetence of any Director, or in case the Class A Members fail to elect the full
number of authorized Directors at any meeting at which such election is to take place.
Section 4.9 Removal of Directors. Until the Class B Member Termination Date, the
Class B Member shall have the exclusive right to appoint or remove Directors and Officers of
the Association. After the Class B Member Termination Date, at any regular or special meeting
of the Corporation duly called, any one or more of the Directors may be removed with or without
cause by a Majority of Members and a successor may then and there be elected to fill the
vacancy thus created. Any Director whose removal has been proposed by the Class A
Members shall be given an opportunity to be heard at the meeting. If any or all of the Directors
are so removed, new Directors may be elected at the same meeting.
Section 4.10 Organization Meeting. The first regular meeting of a newly elected Board
of Directors shall be held within ten (10) days of the election of the Board of Directors, at such
place as shall be fixed and announced by the Directors at the meeting at which such Directors
were elected, for the purpose of organization, election of officers, and the transaction of other
business. No notice shall be necessary to the newly elected Directors to legally constitute such
meeting, provided a majority of the whole Board of Directors shall be present.
Section 4.11 Other Regular Meetings. Regular meetings of the Board of Directors shall
be held on a frequency identified by the Board, without notice, and at such place and hour as
may be fixed from time to time by resolution of the Board. Should said meeting fall upon a legal
holiday, then that meeting shall be held at the same time on the next day which is not a legal
holiday. Notice of regular meetings of the Board of Directors shall be given to each Director,
personally or by mail, telephone or e-mail, at least three (3) days prior to the day named for
such meetings, unless the time and place of such meetings is announced at the organization
meeting, in which case such notice of other regular meetings shall not be required.
Section 4.12 Special Meetings. Special meetings of the Board of Directors may be
called by the President, or, if the President is absent or refuses to act, by the Vice President, or
by any two (2) Directors. At least two (2) days' notice shall be given to each Director, personally
or by mail, telephone or facsimile, which notice shall state the time, place (as hereinabove
provided) and the purpose of the meeting. If served by mail, each such notice shall be sent,
postage prepaid, to the address reflected on the records of the Corporation, and shall be
deemed given, if not actually received earlier, on the second day after it is deposited in a regular
depository of the United States mail as provided herein. When any Director has been absent
from any special meeting of the Board of Directors, an entry in the minutes to the effect that
notice has been duly given shall be conclusive and incontrovertible evidence that due notice of
such meeting was given to such Director, as required by law and as provided herein.
Section 4.13 Waiver of Notice. Before or at any meeting of the Board of Directors, any
Director may in writing waive notice of such meeting and such waiver shall be deemed
equivalent to the giving of such notice. Attendance by a Director at any meeting of the Board of
Directors shall be waiver of notice by that Director of the time and place thereof. If all Directors
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are present at any meeting of the Board of Directors, no notice shall be required and any
business may be transacted at such meeting. The transactions of any meeting of the Board of
Directors, however called and noticed or wherever held, shall be as valid as though transacted
at a meeting duly held after regular call and notice, if a quorum be present, and if, either before
or after the meeting, each of the Directors not present signs such a written waiver of notice, a
consent to holding such meeting, or an approval of the minutes thereof. All such waivers,
consents and approvals shall be filed with the records of the Corporation or made a part of the
minutes of the meeting.
Section 4.14 Quorum and Adjournment. Except as otherwise expressly provided herein,
at all meetings of the Board of Directors, a majority of the Directors shall constitute a quorum for
the transaction of business, and the acts of the majority of the Directors present at a meeting at
which a quorum is present shall be the acts of the Board of Directors. If at any meeting of the
Board of Directors there is less than a quorum present, the majority of those present may
adjourn the meeting from time to time. At any such adjourned meeting, any business which
might have been transacted at the meeting as originally called may be transacted without further
notice.
Section 4.15 Action Without Meeting. The Directors shall have the right to take any
action in the absence of a meeting which they could take at a meeting by obtaining the vote or
written consent of all the Directors. Any action so approved shall have the same effect as
though taken at a meeting of the Directors.
Section 4.16 Fidelity Bonds. The Board of Directors may require that all officers and
employees of the Corporation handling or responsible for the Corporation funds shall furnish
adequate fidelity bonds. The premium on such bonds shall be paid by the Corporation.
Section 4.17 Committees. The Board of Directors, by resolution, may from time to time
designate such committees as the Board of Directors shall desire, and may establish the
purposes and powers of each such committee created. The resolution designating and
establishing a committee shall provide for the appointment of its members, as well as a
chairperson, shall state the purpose of the committee, and shall provide for reports, termination,
and other administrative matters as deemed appropriate by the Board of Directors.
ARTICLE V
OFFICERS
Section 5.1 Designation. The principal officers of the Corporation shall be a President, a
Vice President, a Secretary, and a Treasurer, all of whom shall be elected by the Board of
Directors. The Board of Directors may appoint an Assistant Treasurer and an Assistant
Secretary, and such other officers as in the Board of Directors' judgment may be necessary.
One person may hold two or more offices, except those offices of President and Secretary.
Section 5.2 Election of Officers. Until the Class B Member Termination Date, the Class
B Member shall have the exclusive right to appoint or remove Directors and Officers of the
Association. After the Class B Member Termination Date, the officers of the Corporation shall
be elected annually by the Board of Directors at the organizational meeting of each new Board
of Directors, and each officer shall hold office for one (1) year unless such officer shall sooner
resign or shall be removed or otherwise disqualified.
Section 5.3 Removal of Officers. Until the Class B Member Termination Date, the Class
B Member shall have the exclusive right to appoint or remove Directors and Officers of the
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Association. After the Class B Member Termination Date, upon an affirmative vote of a majority
of the entire Board of Directors, any officer may be removed, either with or without cause, and a
successor elected at any regular meeting of the Board of Directors, or any special meeting of
the Board of Directors called for such purpose. Any officer may resign at any time by giving
written notice to the Board of Directors or to the President or Secretary of the Corporation. Any
such resignation shall take effect at the date of receipt of such notice or at any later time
specified therein; and unless otherwise specified in said notice, acceptance of such resignation
by the Board of Directors shall not be necessary to make it effective. A vacancy in any office
may be filled by appointment by the Board. The officer appointed to such vacancy shall serve
for the remainder of the term of the officer he or she replaces.
Section 5.4 Compensation. Officers, agents, and employees shall receive such
reasonable compensation for their services as may be authorized or ratified by the Board of
Directors. Appointment of any officer, agent or employee shall not of itself create contractual
rights of compensation for services performed by such an officer, agent or employee.
Section 5.5 Special Appointment. The Board of Directors may elect such other officers
as the affairs of the Association may require, each of whom shall hold office for such period,
have such authority, and perform such duties as the Board of Directors may, from time to time,
determine.
Section 5.6 President. The President shall be the chief executive officer of the
Corporation. The President shall preside at all meetings of the Corporation and of the Board of
Directors. The President shall have all of the general powers and duties which are usually
vested in the office of the President of a non-profit corporation, including but not limited to the
power, subject to the provisions of Section 4.16, to appoint committees from among the
Members and Owners from time to time as the President alone may decide are appropriate to
assist in the conduct of the affairs of the Corporation. The President shall, subject to the control
of the Board of Directors, have general supervision, direction and control of the business of the
Corporation. The President shall be ex officio a member of all standing committees, and the
President shall have such other powers and duties as may be prescribed by the Board of
Directors or these Bylaws.
Section 5.7 Vice President. The Vice President shall take the place of the President and
perform such duties whenever the President shall be absent, disabled or unable to act. If
neither the President nor the Vice President is able to act, the Board of Directors shall appoint
another member of the Board of Directors to do so on an interim basis. The Vice President
shall also perform such other duties as shall from time to time be imposed by the Board of
Directors or these Bylaws.
Section 5.8 Secretary. The Secretary shall record the votes and keep the minutes of all
meetings of the Board of Directors and the minutes of all meetings of the Corporation at the
principal office of the Corporation or such other place as the Board of Directors may order. The
Secretary shall have charge of such books and papers as the Board of Directors may direct,
and the Secretary shall, in general, perform all the duties incident to the office of Secretary. The
Secretary shall give, or cause to be given, notices of meetings of the Corporation and of the
Board of Directors required by these Bylaws or by law to be given. The Secretary shall maintain
a book of record Owners, and any person in possession of a Building Lot that is not an Owner,
listing the names and addresses of the Owners, and any person in possession of a Building Lot
that is not an Owner, as furnished to the Corporation and such book shall be changed only at
such time as satisfactory evidence or a change in ownership of a Building Lot is presented to
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the Secretary. The Secretary shall perform such other duties as may be prescribed by the
Board of Directors or these Bylaws.
Section 5.9 Treasurer. The Treasurer shall have responsibility for the Corporation funds
and securities and shall be responsible for keeping, or causing to be kept, full and accurate
accounts of the Subject Phase owned by the Corporation, tax records and business
transactions of the Corporation including accounts of all assets, liabilities, receipts and
disbursements, all in books belonging to the Corporation. The Treasurer shall be responsible
for the deposit of all monies and other valuable effects in the name and to the credit of the
Corporation in such depositories as may from time to time be designated by the Board of
Directors. The Treasurer shall disburse the funds of the Corporation as may be ordered by the
Board of Directors in accordance with the Declaration, shall render to the President and
Directors upon request, an account of all transactions as Treasurer and of the financial condition
of the Corporation, and shall have such other powers and perform such other duties as may be
prescribed by the Board of Directors or these Bylaws.
ARTICLE VI
OBLIGATIONS OF OWNERS
Section 6.1 Assessments. All Owners, excluding Grantor, are obligated to pay, in
accordance with the provisions of the Declaration, all Assessments imposed by the Corporation
to meet all expenses of the Corporation. Except as otherwise provided in the Declaration, the
Assessments shall be made equally per Building Lot for all Members of the Corporation
obligated to pay such Assessment. If the assessment is not paid within thirty (30) days after the
due date, a late fee shall be imposed and, at the discretion of the Board, the assessment shall
bear interest from the date of delinquency. All delinquent Assessments shall be enforced,
collected or foreclosed in the manner provided in the Declaration.
Section 6.2 Maintenance and Repair.
(a) Every Owner must perform promptly, at the Owner's sole cost and
expense, all maintenance and repair work on such Owner's Building Lot as
required under the provisions of the Declaration. As further provided in the
Declaration, all plans for alterations and repair of Improvements must receive the
prior written consent of the Design Committee. The Design Committee shall
establish reasonable procedures for the granting and denial of such approval in
accordance with the Declaration.
(b) As further provided in the Declaration, each Owner shall reimburse the
Corporation for any expenditures incurred in repairing or replacing any portion of
real property or Improvements owned or controlled by the Corporation which are
damaged through the fault of the Owner, and each Owner shall promptly
reimburse the Corporation for the costs of repairing, replacing and/or maintaining
such real property or Improvements which the Corporation has repaired,
replaced or maintained pursuant to the Declaration. Such expenditures shall
include all court costs and reasonable attorney fees and costs incurred in
enforcing any provision of these Bylaws or the Declaration.
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ARTICLE VII
AMENDMENTS TO BYLAWS
Until the Class B Member Termination Date, as defined in the Declaration, these Bylaws
may be amended by an instrument signed by the Directors only and attested by the Secretary of
the Corporation. Thereafter, these Bylaws may be amended by the Corporation at an annual
meeting or at a duly constituted meeting of the Corporation for such purpose. No amendment to
these Bylaws shall take effect unless approved by a Majority of Members present at such
meeting.
Notwithstanding anything to the contrary contained herein, no amendment which is
inconsistent with the provisions of the Declaration shall be valid.
ARTICLE VIII
MEANING OF TERMS
Except as otherwise defined herein, all terms herein initially capitalized shall have the
same meanings as are applied to such terms in the Declaration including, without limitation,
"Articles," "Assessments," "Association," "Building Lot," "Common Area," "Class A Member,"
"Class B Member," and "Owners."
ARTICLE IX
CONFLICTING PROVISIONS
If any of these Bylaws conflict with any provisions of the laws of the State of Idaho, such
conflicting Bylaws shall be null and void upon final court determination to such effect, but all
other Bylaws shall remain in full force and effect. In case of any conflict between the Articles of
Incorporation and these Bylaws, the Articles shall control; and in the case of any conflict
between the Declaration and these Bylaws, the Declaration shall control.
ARTICLE X
INDEMNIFICATION AND INSURANCE
Section 10.1 Certain Definitions. For the purposes of this Article X, "agent" means any
person who is or was a Director, officer, employee or other agent of the Corporation, or is or
was serving at the request of the Corporation as a director, officer, employee or agent of
another corporation, or was a director, officer, employee or agent of a corporation which was a
predecessor corporation of the Corporation; "proceeding" means any threatened, pending or
completed action or proceeding, whether civil, criminal, administrative or investigative; and
"expenses" includes, without limitation, attorney fees and costs.
Section 10.2 Indemnification. The Corporation shall indemnify any person who was or is
a party or is threatened to be made a party to any proceeding (other than an action by or in the
right of this Corporation to procure a judgment in its favor) by reasons of the fact that such
person is or was an agent of this Corporation, against expenses, judgments, fines, settlements
and other amounts actually and reasonably incurred in connection with such proceeding if such
person acted in good faith and in a manner such person reasonably believed to be in or not
opposed to the best interests of the Corporation and, in the case of a criminal proceeding, had
no reasonable cause to believe the conduct of such person was unlawful. The termination of
any proceeding by judgment, order, settlement, conviction or upon a plea of nolo contendere or
its equivalent shall not, of itself, create a presumption that the person did not act in good faith
and in a manner which the person reasonably believed to be in or not opposed to the best
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interests of the Corporation or with respect to any criminal proceeding that the person had
reasonable cause to believe that the person's conduct was unlawful. However, no
indemnification shall be made in respect of any claim, issue or matter as to which such person
shall have been adjudged to be liable to the Corporation in the performance of such person's
duty to the Corporation, unless and only to the extent that the court in which such proceeding is
or was pending shall determine upon application that, in view of all the circumstances of the
case, such person is fairly and reasonably entitled to indemnity for the expenses which such
court shall deem proper.
Section 10.3 Liability Insurance. The Corporation may purchase and maintain insurance
on behalf of any agent of the Corporation against any liability asserted against or incurred by the
agent in such capacity or arising out of the agent's status as such, whether or not the
Corporation would have the power to indemnify the agent against such liability under the
provisions of this Article X.
ARTICLE XI
MISCELLANEOUS
Section 11.1 Checks, Drafts and Documents. All checks, drafts or other orders for
payment of money, notes or other evidences of indebtedness issued in the name of or payable
to the Corporation shall be signed or endorsed by such person or persons, and in such manner
as, from time to time, shall be determined by resolution of the Board of Directors.
Section 11.2 Execution of Documents. The Board of Directors, except as in these
Bylaws otherwise provided, may authorize any officer or officers, agent or agents, to enter into
any contract or execute any instrument in the name and on behalf of the Corporation, and such
authority may be general or confined to specific instances; and unless so authorized by the
Board of Directors, no officer, agent or employee shall have the power or authority to bind the
Corporation by any contract or engagement or to pledge the Corporation's credit or to render
the Corporation liable for any purpose or in any amount.
Section 11.3 Inspection of Bylaws, Books and Records. The Corporation shall keep in
the Corporation's office for the transaction of business the original or a copy of these Bylaws as
amended or otherwise altered to date, certified by the Secretary, which shall be open to
inspection by the Members at all reasonable times during office hours. The books, records and
papers of the Association shall at all times, during reasonable business hours, be subject to
inspection by any Member. The Declaration, the Articles of Incorporation, and the Bylaws of the
Corporation shall be available for inspection by any Member at the principal office of the
Corporation, where copies may be purchased at reasonable cost.
Section 11.4 Fiscal Year. The fiscal year of the Corporation shall begin on the 1st day of
January and end on the 31 It day of December of every year except that the first fiscal year shall
begin on the date of incorporation.
Section 11.5 Membership Book. The Corporation shall keep and maintain in the
Corporation's office, for the transaction of business, a book containing the name and address of
each Member. Termination or transfer of ownership of any Building Lot by an Owner shall be
recorded in the books together with the date on which such ownership was transferred, and the
new Owner shall be incorporated into the book in accordance with the provisions of the
Declaration and the Articles of Incorporation.
[remainder of page is intentionally blank]
BYLAWS (Mayfield Springs Property Owners'Association, Inc.)-14
4855-1166-0809,v. 1
153

CONSENT OF DIRECTORS OF
MAYFIELD SPRINGS PROPERTY OWNERS' ASSOCIATION, INC.
IN LIEU OF MEETING
The undersigned, constituting all of the Directors of Mayfield Springs Property Owners'
Association, Inc., an Idaho non-profit corporation (the "Corporation"), do hereby consent to
adopt and approve in writing the following corporate action without a meeting in accordance with
the provisions of the general non-profit corporation laws of the State of Idaho:
RESOLVED, that the above and foregoing Bylaws are hereby duly adopted as the
Bylaws of the Corporation, and that the same do now constitute the Bylaws of the Corporation.
This Consent of Directors of Mayfield Springs Property Owners' Association, Inc. in Lieu
of Meeting shall be effective the day of , 20_.
Gregory Johnson, Director
Larry Squires, Director
Taylor Merrill, Director
CERTIFICATE OF SECRETARY
I, the undersigned, do hereby certify that:
1. 1 am the duly elected and acting Secretary of Mayfield Springs Property Owners'
Association, Inc., an Idaho non-profit corporation; and
2. The foregoing Bylaws constitute the Bylaws of Mayfield Springs Property
Owners' Association, Inc., and were duly adopted by the Board of Directors pursuant to that
"Consent of Directors of Mayfield Springs Property Owners' Association, Inc. in Lieu of Meeting"
dated effective the day of , 20_
IN WITNESS WHEREOF, I have hereunto subscribed my hand and attest the act of the
Corporation effective the day of , 20_
Larry Squires, Secretary
BYLAWS (Mayfield Springs Property Owners'Association, Inc.)-15
4855-1166-0809,v. 1
154

Exhibit 1 -f
Reserve Fund Summary
Demonstration of Technical, Financial, and Managerial Capacity
Mayfield Springs Planned Community Public Water System
155

Mayfield Development, LLC
Source of Funds for Construction Costs
As of March 31, 2022
These funds are reserved for 2022 and 2023 Construction Costs to be incurred for Mayfield
Springs PC by Mayfield Development, LLC, and related entities.
Reserved
Funds to be
generated
from 2022
Current Funds operations
Parkland Development, LLC 5,000,000
Arbor Ridge, LLC 1,500,000
Westpark Co, Inc 2,500,000
Siena Corporation 1,000,000 5,000,000
Quintet Corporation 2,000,000 10,000,000
12,000,000 15,000,000
Each entity above is owned by Greg& Heidi Johnson or in conjunction with their immediate
family. All are controlled by Greg& Heidi Johnson. Greg& Heidi Johnson also directly or
indirectly own/control Mayfield Development, LLC and its related entities that may have
ownership of assets in Mayfield Springs PC.
Any capital needed for construction costs beyond those paid from above funds(both for 2022-
23 and subsequent years)will be obtained from rolled-over project profits and/or construction
financing.
156

Portfolio for Arbor Ridge LLC
Financial Advisor Allen D. Game[, 208-884-5175
MAKING SENSE OF INVESTING 1710 S Wells Ave Suite 100, Meridian, ID 83642
Statement Period Feb 26- Mar 25, 2022 Page i of ii
ARBOR RIDGE LLC Experience our online educational resource
PO BOX 344 p
MERIDIAN ID 83680-0344 The Edward Jones Financial Fitness site can help you and your
family make informed financial decisions at every stage of life.
With topics like smart investing for teenagers, opening a first bank
account, buying a home and caring for an aging parent, this
interactive resource provides a customized experience to meet your
unique financial needs. Check it out at
edwardjones.com/financialfitness.
Portfolio Summary
Easy access to current interest rates
PortfolioTotal Did you know you can find interest rates on our fixed-income
offerings online? Visit edwardjones.com/rates for current rates on
$18,18 M 39.54 CDs, Treasury securities, corporate and tax-free bonds, and more.
1 Month Ago $15,297,478.47
1 Year Ago $3,608,965.51
3 Years Ago $1,053,064.17
5 Years Ago $1,428.20
Overview of •
Account Value Current
Accounts Account Holder Number 1 Year Ago Value
Limited Liability Company Account
Select Arbor Ridge LLC 135-25498-1-8 $0.00 $2,458,035.88
Limited Liability Company Account
Select Parkland Development LLC 135-17379-1-9 $113,160.59 $112,602.82
Limited Liability Company Account
Select Parkland Development LLC 135-17381-1-5 $1,546,675.96 $2,102,873.88
Trust Westpark Co Inc 135-22145-1-2 $950,673.15 $1,234,750.05
Trust Westpark Co Inc 135-22147-1-0 $0.00 $1,662,685.14
Limited Liability Company Account
Advisory Solutions Fund Model Parkland Development LLC 135-24502-1-5 $998,455.81 $2,834,647.71
Corporate Account
Select Westpark Co Inc 135-25505-1-9 $0.00 $2,630,818.46
Corporate Account
Select Quintet Corp 135-25516-1-6 $0.00 $2,799,441.70
157

Portfolio for Arbor Ridge LLC
Financial Advisor Allen D. Gamel, 208-884-5175
MAKING SENSE OF 1710 S Wells Ave Suite 100, Meridian, ID 83642
Statement Period Feb 26- Mar 25, 2022 Page ii of ii
Overview of • • -•
Account Value Current
Accounts Account Holder Number 1 Year A o Value
Corporate Account
Select Siena Corporation 135-25517-1-5 $0.00 $1,868,057.42
Limited Liability Company Account
Guided Solutions Flex Account Parkland Development LLC 135-25584-1-3 $0.00 $483,226.48
Total Accounts $3,608,965.51 $18,187,139.54
Although account information is provided on this page,it does not guarantee an actual statement was produced.Refer to your account statement for the
exact registration and more specific details regarding each account.
Overview of Other Productsand Services
Account Approved Available Interest
Loans and Credit Number Balance Credit Credit Rate
Amount of money you can borrow
for Arbor Ridge LLC 135-25498-1-8 $0.00 $641,837* $641,837 3.50%
Amount of money you can borrow
for Parkland Development LLC 135-17379-1-9 $0.00 $73,083* $73,083 3.00%
Amount of money you can borrow
for Parkland Development LLC 135-17381-1-5 $0.00 $643,181* $643,181 3.00%
Amount of money you can borrow
for Westpark Co Inc 135-25505-1-9 $0.00 $966,726* $966,726 3.25%
Amount of money you can borrow
for Quintet Corp 135-25516-1-6 $0.00 $641,837* $641,837 3.25%
Amount of money you can borrow
for Siena Corporation 135-25517-1-5 $0.00 $641,837* $641,837 3.50%
Amount of money you can borrow
for Parkland Development LLC 135-25584-1-3 $0.00 $236,231* $236,231 3.00%
*Your approved credit is not a commitment to loan funds. It is based on the value of your investment account which could change daily. The amount you may
be eligible to borrow may differ from your approved credit. Borrowing against securities has its risks and is not appropriate for everyone. If the value of your
collateral declines,you may be required to deposit cash or additional securities,or the securities in your account may be sold to meet the margin call. A
minimum account value is required if you have loan features on your account. Your interest will begin to accrue from the date of the loan and be charged to the
account. Your interest rate will vary depending on the assets under care of your Edward Jones Pricing Group.For more information on how your interest rate is
calculated,contact your financial advisor or please visit:www.edward'ones.com/disclosures/marginloans
Important disclosures; such as Statement of Financial Condition, Conditions that Govern Your Account,Account Safety,Errors, Complaints,Withholding,
Free Credit Balance, Fair Market Value or Terminology; relating to your account(s) are available on the last page of this package or at
www.edwardjones.com/statementdisclosures.
158

Exhibit 1 -r
Water Facility Cost Breakdown
Demonstration of Technical, Financial, and Managerial Capacity
Mayfield Springs Planned Community Public Water System
159

Mayfield Springs Public Water System
Backbone Plant Facility
Budgetary Cost Breakdown
Facility Description Budgetary Cost
Water Source of Supply
Well Facility No. 1 :
Well House and Associated Facilities $ 500,000
Well Facility No. 2:
Groundwater Well No. 2 (16-inch, 1,000 depth, 800 gpm) $ 750,000
Well House in Booster Station Costing
Well Facility No. 3:
Groundwater Well No. 3 (16-inch, 1,000 depth, 800 gpm) $ 750,000
Well House and Associated Facilities $ 550,000
Booster Pumping Facilities
Main Booster Pumping Facility
Booster Station (3,000 gpm, 12-inch, Standby Generation) $ 900,000
Water Storage
Bolted Steel Water Tank (900,000 gallon, 90ft. D, 30ft. H) $ 1,000,000
Site Work
Storage, Wells, Booster Pumping Site Work $ 300,000
Construction Subtotal $ 4,750,000
Construction Contingency (15% of subtotal) $ 712,500
Budgetary Cost Total $ 5/462/500
160

Exhibit 5-0"
Water Right Permit No. 63-32225
Demonstration of Technical, Financial, and Managerial Capacity
Mayfield Springs Planned Community Public Water System
161

Water Right Report Page 1 of 3
Close
IDAHO DEPARTMENT OF WATER RESOURCES
Water Permit Report
11/20/2013
WATER RIGHT NO. 63-32225
Owner Tyne Name and Address
Current Owner INTERMOUNTAIN SEWER&WATER CORP
C/O GREG JOHNSON
1710 S WELLS AVE STE 110
MERIDIAN, ID 83680
[phone]
Representative SPF WATER ENGINEERING LLC
C/O LORI GRAVES
300 E MALLARD DR STE 350
BOISE, ID 83706
[phone]
Priority Date: 09/16/2005
Status: Active
Source ITributary
GROUND WATER
Beneficial Use From To Diversion Rate Volume
MUNICIPAL O1/O1 12/31 10 CFS 1815 AFA
Total Diversion 10 CFS
Location of Point(s) of Diversion:
GROUND WATER NENE Sec. 28 Township O1N Range 04E ADA County
GROUND WATER SENW Sec. 28 Township O 1N Range 04E ADA County
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162

Water Right Report Page 2 of 3
GROUND WATER WSE Sec. 28 Township 01N Range 04E ADA County
GROUND WATER SESE Sec. 28 Township O1N Range 04E ADA County
GROUND WATERNEN Sec. 33 Township 01N Range 04E ADA County
Place(s) of use: Large POU Info
Conditions of Approval:
1. 046 Right holder shall comply with the drilling permit regirements of Section 42-235, Idaho
Code and applicabldVell Construction Rules of the Department.
2. Water bering zondo beappropriated is from 300 to 1000 feet.
The Director retains juisdiction to regire the right holder to provide purchased or leased
natural flow or stored water to offset depletion of Lower Snakaiver flows if needed for
3. 121 salmon migration purposes. The amount of water regired to bareleased into the Snake
River or a tributay, if needed for this purpose, will baletermined bathe Director baed
upon the reduction in flow caused bathe use of water pursuant to this permit.
Prior to the diversion of water in connection with this right, the right holder shall provide the
department with a plan for monitoring ground water levels in the vicinity of the place of use
for this water right. The monitoring should occur in parallel with development and
4 production and should include indentification of non-productions wells and timelines for
measuring and reporting. the right holder shall not divert water in connection with this right
until the monitoring plan is approved b}the Department. Failure to comply with the
monitoring plan once it is accepted shall b(cause for the Department to cancel or revokdhis
right.
Prior to or in connection with the proof of ben&ial use statement to Nsubmidd for
municipal water use under this right, the right holder shall provide the department with
5. 134 documentation showing that the water supply system is beingegulated b}the Idaho
Department of Environmental Qualitys a publiavater supply and that it has ben issued a
publi water supply numbr.
After specific notification b}the Department, the right holder shall install a suitable
6. 01M measuring device or shall enter into an agreement with the Department to determine the
amount of water diverted from power records and shall annually report the information to the
Department.
Place of use is within the area served b5the publiavater supply system of Intermountain
7. 128 Sewer&Water, Corp. The place of use is generally located within Township 1N, Range 4E,
Sections 28, 29, 32 and 33.
Common areas,parksschool grounds, golf courses, and any other large parcels may only be
irrigated under this water right with wastewater that has ben previously benc&ially used for
8' potah-or culinary purposes, has beertreated in a wastewater treatment plant, and is
delivered from the wastewater treatment plant to the parcel to barrigated.
9 Water diverted under this right may Nused for direct irrigation of up to 1/2 acre per
residential lot upon which a home has ben constructed.
10. 180 A map depicting the place of use bounday for this water right at the time of this approval is
attached to this document for illustration purposes.
11.26A Projectconstruction shall commence within one year from the date of permit issuance and
shall proceed diligently to completion unless it can bahown to the satisfaction of the
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163

Water Right Report Page 3 of 3
I (Director of the Department of Water Resources that delays were due to circumstances over
which the permit holder had no control.
Dates:
Proof Due Date: 02/01/2017
Proof Made Date:
Approved Date: 02/16/2007
Moratorium Expirtion Date:
Enlargement Use Priority Date:
Enlargement Statute Priority Date:
Application Received Date: 09/16/2005
Protest Deadline Date: 01/23/2006
Numbr,of Protests: 0
Field ExanDate::
Date Sent to State Off:
Date Received at State Off:
Other Information:
State or Federal:
Owner Name Connector:
Water District Numb
Generic MaRate per Acre:
Generic MaxVolume per Acre:
Swan Falls Trust or Nontrust:
Swan Falls Dismissed:
DLE Act Number
Cary Act Number
Mitigation Plan: False
Close
file:///C:fUsers/Rehder/AppData/Local/Temp/Low/Rl9FP3P5.htm 11/20/2013
164

Exhibit 6-0"
EPA National Primary Drinking Water Regulations
Demonstration of Technical, Financial, and Managerial Capacity
Mayfield Springs Planned Community Public Water System
165

National Primary
EPA
g g
Drinking Water Regulations
MCL or TTI Potential health effects Common sources of contaminant in Public Health
Contaminant (mg/Q2 from long-terM3 exposure drinking water Goal(mg/L)2
above the MCL
Nervous system or blood Added to water during sewage/
Acrylamide TT4 problems;increased risk of cancer wastewater treatment zero
....................................................................:..........................................€...............................................................................................€.........................................................................................................€...................
............................
Eye,liver,kidney,or spleen Runoff from herbicide used on row
Alachlor 0.002 problems;anemia;increased risk crops zero
of cancer
....................................................................:..........................................:...............................................................................................:.........................................................................................................:...............................................
15 picocuries Erosion of natural deposits of certain
OAlpha/photon minerals that are radioactive and
emitters per Liter Increased risk of cancer may emit a form of radiation known zero
(pCi/L) as alpha radiation
.....................................................................
..........................................:...............................................................................................:.....................................................................................................
.....
.......
..........
..............................
q Increase in blood cholesterol; Discharge from petroleum refineries;
Antimony 0.006 decrease in blood sugar fire retardants;ceramics;electronics; 0.006
solder
....................................................................:..........................................:...............................................................................................:.........................................................................................................:...............................................
Skin damage or problems with Erosion of natural deposits;runoff
Arsenic 0.010 circulatory systems,and may have from orchards;runoff from glass& 0
increased risk of getting cancer electronics production wastes
...............................................................................................................:...............................................................................................:.........................................................................................................:...............................................
Asbestos 7 million Increased risk of developing Decay of asbestos cement in water
(fibers>l0 fibers per Liter benign intestinal polyps mains;erosion of natural deposits 7 MFL
micrometers) (MFL)
....................................................................:..........................................:.........................................................................................................................................................................................................................................................
O .Atrazine 0.003 Cardiovascular system or Runoff from herbicide used on row 0.003
reproductive problems crops
.....................................................................................................................................................................................................................................................................................................................................................................
Discharge of drilling wastes;discharge
Barium 2 Increase in blood pressure from metal refineries;erosion 2
of natural deposits
...............................................................................................................:...............................................................................................:.........................................................................................................:...............................................
Anemia;decrease in blood Discharge from factories;leaching
Benzene 0.005 platelets;increased risk of cancer from gas storage tanks and landfills zero
....................................................................:..........................................€...............................................................................................€.........................................................................................................€...............................................
Benzo(a)pyrene Reproductive difficulties; Leaching from linings of water storage
(PAHs) 0.0002 increased risk of cancer tanks and distribution lines zero
.............................................................
Discharge from metal refineries and
Beryllium 0.004 Intestinal lesions coal burning factories;discharge 0.004
from electrical,aerospace,and
defense industries
....................................................................:..........................................:...............................................................................................:.........................................................................................................:...............................................
Decay of natural and man-made
deposits of certain minerals that are
♦ ♦ Beta photon 4 millirems Increased risk of cancer radioactive and may emit forms of zero
• emitters per year radiation known as photons and beta
radiation
.......................................................................................................................................................
Bromate 0.010 Increased risk of cancer Byproduct of drinking water zero
disinfection
......................................................................................................................................................
Corrosion of galvanized pipes;erosion
Cadmium 0.005 Kidney damage of natural deposits;discharge 0.005
from metal refineries;runoff from
waste batteries and paints
....................................................................:..........................................:...............................................................................................:.........................................................................................................................................................
Problems with blood,nervous Leaching of soil fumigant used on rice
Carbofuran 0.04 system,or reproductive system and alfalfa O'er
............................ ...........€...........................................
...............................................................................................i.........
LEGEND � g � �� � I •.
DISINFECTANT DISINFECTION INORGANIC MICROORGANISM ORGANIC RADIONUCLIDES
BYPRODUCT CHEMICAL CHEMICAL
166

National Primary Drinking Water Regulations EPA816-F-09-004 I MAY2009
MCLorTr Potential health effects Common sources of contaminant Public Health
Contaminant (mg/L)2 from long-term3 exposure in drinking water Coal(mg/L)l
above the MCL
Carbon Liver 0.005 problems;increased risk of Discharge from chemical plants and
tetrachloride cancer other industrial activities zero
......................................................... .................Chloramines Eye/nose irritation;stomach Water additive used to control
MRDL=4.0 MRDLG=41
(as Cl) discomfort;anemia microbes
.......................................I.............................................................................. ........................................................................................................................ ..........................................................................................
Liver or nervous system problems;
Chlordane 0.002 increased risk of cancer Residue of banned termiticide zero
................. .............. ................. ............................... ............................ .................. ................. ........................... ..................
Chlorine Eye/nose irritation;stomach Water additive used to control
MPDL=4.01 MRDLG=41
(as C12) discomfort microbes
..................................................................................................................................... ..................................................................................................................... .....................................................................
Anemia;infants,young children,
Chlorine dioxide Water additive used to control
(as C10 MPDL=0.81 and fetuses of pregnant women: MRDLG=0.81
2) microbes
nervous system effects
......................................................................................................................................................................................................................................................................................................................................................................
Anemia;infants,young children
By
product of drinking water
Chlorite 1.0 and fetuses of pregnant women 0.8
disinfection
nervous system effects
................. ................................................................................ .............. ........... .......... .................. ..................................................................
Discharge from chemical and
Chlorobenzene 0.1 Liver or kidney problems 03
agricultural chemical factories
............................................................................... .................................................................... ......................................... ...........................................
mills pulp
from steel and pp ;
Chromium(total) 0.1 Allergic dermatitis Discharge0.1
erosion of natural deposits
.....................................................................................................................................................................................................................................................................................................................................................................
Short-term exposure:
Gastrointestinal distress.Long-
term exposure:Liver or kidney
Co TT5;Action damage.People with Wilson's Corrosion of household plumbing 1.3 pper
Level=1.3 Disease should consult their systems;erosion of natural deposits
personal doctor if the amount of
copper in their water exceeds the
action level
.......... .......... ....................... ............ ..................................
Short-term exposure:
Gastrointestinal illness(e.g.,Cryptosporidium TT' Gastrointestinal and animal fecal waste zero
diarrhea,vomiting,cramps)
................................................................................................................................................................................. ........................... ......................................................................................................
Cyanide Nerve damage or thyroid Discharge from steel/metal
0.2 factories;discharge from plastic and 0.2
0 (as free cyanide) problems fertilizer factories
................................. .............. ........... .................... .................................................. ....................................................... ............ ................ ............................................................
2,4-D 0.07
Kidney,liver,or adrenal gland Runoff from herbicide used on row 0.07
Zb. problems crops
.......................................................................................................................................................................................................................................................................................................................................................................
Runoff from herbicide used on
Dalapon 0.2 Minor kidney changes 0.2
rights of way
.....................................................................................................................................................................................................................................................................................................................................................................
1,2-Dibromo-3- Runoff/leaching from soil fumigant
Reproductive difficulties;
chloropropane 0.0002 used on soybeans,cotton, zero
increased risk of cancer
(DBCP) pineapples,and orchards
............................................................................................................................................................................................................................................................................................................................. ...................................
Liver,kidney,or circulatory system Discharge from industrial chemical
o-Dichlorobenzene 0.6
ZL11 problems ; factories 0.6
..................... .............. ........................................................ ................................................................... .............a...........................................
Anemia;liver,kidney,or spleen
p-Dichlorobenzene 0.075 Discharge from industrial chemical
damage;changes in blood factories 0.075
...................... ................. ......................................................................................................................................................................
Discharge from industrial chemical
1,2-Dichloroethane 0.005 Increased risk of cancer zero
factories
......................................................................................................................................................................................................................:...............................................................................................................................................
LEGEND g O •�
DISINFECTANT DISINFECTION INORGANIC MICROORGANISM ORGANIC RADIONUCLIDES
BYPRODUCT CHEMICAL CHEMICAL
167

National Primary Drinking Water Regulations EPA816-F-09-004 I MAY2009
MCL or TTI Potential health effects Common sources of Public Health
Contaminant (mg/L), from long-terM3 exposure contaminant in drinking water Goal(mg/L)l
above the MCL
V-Dichloroethylene Discharge from industrial 0.007 Liver problems 0.007
chemical factories
..................................................................................................................................................................................................................................:
....................................................................................................................................
cis-1,2- Discharge from industrial
Dichloroethylene 0.07 Liver problems 0.07
chemical factories.............................. ................................................................................................................................................................................................ ............................................................................................................
trans-1,2, Discharge from industrial
0.1 Liver problems 03
Dichloroethylene chemical factories
................................ .................................... ................................................................................................. ................................ ..................
Liver problems;increased risk of Discharge from industrial
Dichloromethane 0.005 zero
cancer chemical factories
.............................................................................................................................................................................................................................................. .............. .........................................................................
Discharge from industrial
1,2-Dichloropropane 0.005 Increased risk of cancer
chemical factories zero
.................................................... ........................................................................................................................................................... ...........................................................................................................................
Di(2-ethylhexyl) Weight loss,liver problems,or Discharge from chemical
adipate 0.4 possible reproductive difficulties factories 0.4
....................... ................... ...................................................... ............................. .......... .........................................................................
Di(2-ethylhexyl) Reproductive difficulties;liver Discharge from rubber and
0.006 zero
phthalate problems;increased risk of cancer chemical factories
..................................................................................................................................................................................................................................:....................................................................................................................................
Dinoseb 0.007 Reproductive difficulties Runoff from herbicide used on
0.007
soybeans and vegetables
..................................................................................................................................................................................................................................:
.............. ........................................ ..................................................................
Emissions from waste
Reproductive difficulties;increased incineration and other
Dioxin(2,3,7,8-TCDD) 0.00000003 zero
risk of cancer combustion;discharge from
chemical factories
.....................................................................................................................................................................................................................................................................................................................................................................
Dicluat 0.02 Cataracts Runoff from herbicide use 0.02
............................... ........................................................................................................ ......................... ....................................... ......................................................................................................................
Enclothall 0.1 Stomach and intestinal problems Runoff from herbicide use 0.1
...................................................................................................................................................................................................................................................................................... ...................................
Endrin 0.002 Liver problems Residue of banned insecticide 0.002
....................................................................................................................................................................................................................................... .......... .......... ............
Discharge from industrial
Increased cancer risk;stomach chemical factories;an impurity
Epichlorohydrin TI-4 zero
problems of some water treatment
chemicals
............................................... .................................................................................... . . .....................................................................................................................................................................................
Discharge from petroleum
Ethylbenzene 0.7 Liver or kidney problems 0.7
refineries
.................... ............. ............ ............ ............ ................ .......... ............................
Problems with liver,stomach,
Discharge from petroleum
Ethylene dibromide 0.00005 reproductive system,or kidneys;
zb. refineries zero
increased risk of cancer
........................................................ ........................ ...............................I.............. .................................;................................................... ............
Fecal coliforms and E.coli are
bacteria whose presence indicates
that the water may be contaminated
with human or animal wastes
O Fecal coliform andMicrobes in these wastes may cause
E.co/i MCL6 short term effects,such as diarrhea, Human and animal fecal waste zero'
cramps,nausea,headaches,or
other symptoms.They may pose a
special health risk for infants,young
children,and people with severely
compromised immune systems.
............................................................................................................................... ........................................................................................................................
LEGEND g I
O
DISINFECTANT DISINFECTION INORGANIC MICROORGANISM ORGANIC RADIONUCLIDES
BYPRODUCT CHEMICAL CHEMICAL
168

National Primary Drinking Water Regulations EPA 816-F-09-004 I MAY 2009
MCL or Tr Potential health effects Common sources of contaminant PublicHealth
Contaminant (mg/L), from long-terM3 exposure in drinking water Goal(mg/L)l
above the MCL
Bone disease(pain and Water additive which promotes
qQ, strong teeth;erosion of natural
Fluoride 4.0 tenderness of the bones);children deposits;discharge from fertilizer 4.0
may get mottled teeth and aluminum factories
..............................................................................................................................................................................................................................................................................................................................i..........................................
O Short-term exposure:
Giardia lamblia TT Gastrointestinal illness(e.g., Human and animal fecal waste zero
diarrhea,vomiting,cramps)
..............................................................................................................................................................................................................................................................................................................................€..........................................
/ Kidney problems;reproductive
Glyphosate 0.7 difficulties Runoff from herbicide use 0.7
..........................................................................................................................................................................................................................:...................................................................................................:..........................................
Haloacetic acids Byproduct of drinking water 9
(HAAS) 0.060 Increased risk of cancer disinfection n/a
..............................................................................................................................................................................................................................................................................................................................€..........................................
/ i Liver damage;increased risk of
Heptachlor 0.0004 cancer Residue of banned termiticide zero
...............................................................................€..........................................€...............................................................................................€..............................................................................................................................................
/ I Liver damage;increased risk of
Heptachlor epoxide € 0.0002 cancer Breakdown of heptachlor zero
..........................................................................................................................€...................................................................................................................................................................................................:..........................................
HPC has no health effects;it is an
analytic method used to measure
O Heterotrophic plate T the variety of bacteria that are HPC measures a range of bacteria
T common in water.The lower that are naturally present in the n/a
count(HPC) the concentration of bacteria environment
in drinking water,the better
maintained the water system is.
...............................................................................:..........................................:...............................................................................................:...................................................................................................:..........................................
/ Liver or kidney problems; Discharge from metal refineries
Hexachlorobenzene 0.001 reproductive difficulties;increased and agricultural chemical factories [ zero
risk of cancer
...............................................................................€..........................................:...............................................................................................€...................................................................................................€..........................................
/ Hexachloro-
cyclopentadiene 0.05 Kidney or stomach problems Discharge from chemical factories 0.05
...............................................................................€..........................................€...............................................................................................€...................................................................................................i..........................................
Infants and children:Delays in
physical or mental development;
Lead TTS;Action children could show slight deficits Corrosion of household plumbing zero
Level=0.015 in attention span and learning systems;erosion of natural deposits
abilities;Adults:Kidney problems;
high blood pressure
..............................................................................................................................................................................................................................................................................................................................€..........................................
Legionella Legionnaire's Disease,a type of Found naturally in water;multiplies zero
pneumonia in heating systems
..........................................................................................................................:..............................................................................................................................................................................................................................................
/ Runoff/leaching from insecticide
Lindane 0.0002 Liver or kidney problems used on cattle,lumber,and gardens 0.0002
..........................................................................................................................€...............................................................................................€...................................................................................................:..................__.___._...__...
Erosion of natural deposits;
Mercury(inorganic) 0.002 Kidney damage discharge from refineries and 0.002
factories;runoff from landfills and
croplands
...............................................................................:..........................................:...................................................................................................................................................................................................:.........................................
.
Runoff/leaching from insecticide
\ Methoxychlor 0.04 Reproductive difficulties used on fruits,vegetables,alfalfa, 0.04
and livestock
...............................................................................................................................................................................................................:.............................................................................................................................................
Infants below the age of six
months who drink water
qQ� Nitrate(measured containing nitrate in excess of Runoff from fertilizer use;leaching
as Nitrogen) 10 the MCL could become seriously from septic tanks,sewage;erosion 10
ill and,if untreated,may die. of natural deposits
Symptoms include shortness of
breath and blue-baby syndrome.
...............................................................................:..........................................................................................................................................:...................................................................................................€......................................
....
LEGEND g O •�
DISINFECTANT DISINFECTION INORGANIC MICROORGANISM ORGANIC RADIONUCLIDES
BYPRODUCT CHEMICAL CHEMICAL
169

National Primary Drinking Water Regulations EPA 816-F-09-004 I MAY 2009
MCL or TTI Potential health effects Common sources of contaminant Public Health
Contaminant (mg/L), from long-terM3 exposure in drinking water Goal(mg/L)l
above the MCL
Infants below the age of six
months who drink water
o,Q Nitrite(measured containing nitrite in excess of Runoff from fertilizer use;leaching
0�010 as Nitrogen) 1 the MCL could become seriously from septic tanks,sewage;erosion 1
ill and,if untreated,may die. of natural deposits
Symptoms include shortness of
breath and blue-baby syndrome.
...............................................................................:..........................................:.................................................................................................................................................................................................:............................................
Runoff/leaching from insecticide
Oxamyl(Vydate) 0.2 Slight nervous system effects used on apples,potatoes,and 0.2
tomatoes
...............................................................................:..........................................:...............................................................................................:.................................................................................................:...........................................
.
Liver or kidney problems; Discharge from wood-preserving
Pentachlorophenol 0.001 increased cancer risk factories zero
...............................................................................:..........................................:.................................................................................................................................................................................................:............................................
Picloram 0.5 Liver problems Herbicide runoff 0.5
...............................................................................:..........................................:...............................................................................................:.................................................................................................:............................................
Skin changes;thymus gland
Polychlorinated problems;immune deficiencies; Runoff from landfills;discharge of
biphenyls(PCBs) 0.0005 reproductive or nervous system waste chemicals zero
difficulties;increased risk of
cancer
...............................................................................€..........................................................................................................................................€.................................................................................................€............................................
Radium 226
A= and Radium 228 5 pCi/L Increased risk of cancer Erosion of natural deposits zero
(combined)
...............................................................................€..........................................€...............................................................................................€.................................................................................................€............................................
Hair or fingernail loss;numbness Discharge from petroleum and
Selenium 0.05 in fingers or toes;circulatory metal refineries;erosion of natural 0.05
problems deposits;discharge from mines
...............................................................................€..........................................:...............................................................................................:.................................................................................................€............................................
Simazine 0.004 Problems with blood Herbicide runoff 0.004
...............................................................................€..........................................€...............................................................................................€.................................................................................................€............................................
Liver,kidney,or circulatory system € Discharge from rubber and plastic
Styrene O.1 problems factories;leaching from landfills 0'1
..........................................................................................................................................................................................................................:.................................................................................................:...........................................
.
Liver problems;increased risk of Discharge from factories and dry
Tetrachloroethylene ' 0.005 cancer cleaners zero
...............................................................................:..........................................:...............................................................................................:.................................................................................................:............................................
Hair loss;changes in blood;kidney, Leaching from ore-processing sites;
o Thallium 0.002 intestine,or liver problems discharge from electronics, lass, 0.0005
and drug factories
...............................................................................€..........................................€...............................................................................................:.................................................................................................€...............
.............................
Nervous system,kidney,or liver Discharge from petroleum
Toluene 1 problems factories
...............................................................................€..........................................€...............................................................................................€.................................................................................................€............................................
Coliforms are bacteria that
1 indicate that other,potentially Naturally present in the
Total Coliforms 5.0 percentaharmful bacteria may be present. environment zero
See fecal coliforms and E.coli
...............................................................................:..........................................:...............................................................................................:.................................................................................................:............................................
Total Liver,kidney,or central nervous Byproduct of drinking water e
Trihalomethanes 0.080 system problems;increased risk disinfection14 n/a
(TTH Ms) of ca ncer
...............................................................................:..........................................:...............................................................................................:.................................................................................................:............................................
Kidney,liver,or thyroid problems; Runoff/leaching from insecticide
Toxaphene 0.003 increased risk of cancer used on cotton and cattle zero
C-3
..........................................................................................................................................................................................................................:..............................................................................................................................................
2,4,5-TP(Silvex) 0.05 Liver problems Residue of banned herbicide 0.05
..........................................................................................................................................................................................................................:.................................................................................................:............................................
1,2,4- Discharge from textile finishing
Trichlorobenzene 0.07 Changes in adrenal glands factories 0.07
............................................................................................................................................................................................................................................................................................................................€............................................
LEGEND g O •�
DISINFECTANT DISINFECTION INORGANIC MICROORGANISM ORGANIC RADIONUCLIDES
BYPRODUCT CHEMICAL CHEMICAL
170

National Primary Drinking Water Regulations EPA816-F-09-004 I MAY2009
MCL or Potential health effects Common sources of Public Health
Contaminant TTI from long-terM3 exposure contaminant in drinking Goal(mg/Q2
[mg/Q2 abovethe MCL water
Discharge from metal
Trichloroethane 0.2 Liver,nervous system,or circulatory problems degreasing sites and other 0.2
factories
............................................................................................................................................................................................................................................................ .............................................................................
Discharge from industrial
Trichloroethane
0.005 Liver,kidney,or immune system problems chemical factories 0.003
.................................................................. ......................................................................................................................................................................... .....................................................................................
Discharge from metal
Trichloroethylene 0.005 Liver problems;increased risk of cancer degreasing sites and other zero
factories
.......... ............................................... ............................................ ............................. ........................... .......................... .............. ............. .......................................
Turbidity is a measure of the cloudiness of
water.It is used to indicate water quality and
filtration effectiveness(e.g.,whether disease-
causing organisms are present).Higher turbidity
Turbidity TT levels are often associated with higher levels of Soil runoff n/a
disease-causing microorganisms such as viruses,
parasites,and some bacteria.These organisms
can cause short term symptoms such as nausea,
cramps,diarrhea,and associated headaches.
.......... .................................. ............ .............. .................a
Uranium 30pg/L Increased risk of cancer,kidney toxicity Erosion of natural deposits zero
.....................................................................................................................................................................................................................................................................................................................................................................
Leaching from PVC pipes;
Vinyl chloride 0.002 Increased risk of cancer
discharge from plastic factories zero
......................................................................................................................................................................................................................................................................................................................................................................
Va Viruses(enteric) TT' Short-term exposure:Gastrointestinal illness Human and animal fecal zero
(e.g.,diarrhea,vomiting,cramps) waste
.......................................................................................................................................................................................................................................................................................................................................................................
Discharge from petroleum
Xylenes(total) factories;discharge from 10 Nervous system damage 10
chemical factories
............. ........................................................................................................................................................................................................... ....................................................................................
-4')
LEGEND
a Aa
DISINFECTANT DISINFECTION INORGANIC MICROORGANISM ORGANIC RADIONUCLIDES
BYPRODUCT CHEMICAL CHEMICAL
NOTES
I Definitions Giardia lamblia:99.9 Percent removal/inactivation
Maximum Contaminant Level Goal(MCLG):The level of a contaminant in drinking Viruses:99.9 percent removal/inactivation
water below which there is no known or expected risk to health.MCLGs allow for a Legionella:No limit,but EPA believes that if Giardia and viruses are removed/
margin of safety and are non-enforceable public health goals. inactivated,according to the treatment techniques in the surface water treatment rule,
Maximum Contaminant Level(MCL):The highest level of a contaminant that is Legionefla will also be controlled.
allowed in drinking water.MCLs are set as close to MCLGs as feasible using the Turbidity,.For systems that use conventional or direct filtration,at no time can turbidity
best available treatment technology and taking cost into consideration.MCLs are (cloudiness of water)go higher than I nephelometric turbidity unit(NTU),and samples
enforceable standards. for turbidity must be less than or equal to 0.3 NTU in at least 95 percent of the samples
Maximum Residual Disinfectant Level Goal(MRDLG):The level of a drinking water in any month.Systems that use filtration other than the conventional or direct filtration
disinfectant belowwhich there is no known or expected risk to health.MPDLGs do not must follow state limits,which must include turbidity at no time exceeding 5 NTU.
reflect the benefits of the use of disinfectants to control microbial contaminants. HPC:No more than 500 bacterial colonies per milliliter
Maximum Residual Disinfectant Level(MRDQ:The highest level of a disinfectant Long Term I Enhanced Surface Water Treatment:Surface water systems or ground
allowed in drinking water.There is convincing evidence that addition of a disinfectant water systems under the direct influence of surface water serving fewer than 10,000
is necessary for control of microbial contaminants. people must comply with the applicable Long Term I Enhanced Surface Water
Treatment Technique(TT):A required process intended to reduce the level of a Treatment Pule provisions(e.g.turbidity standards,individual filter monitoring,
contaminant in drinking water. Cryptosporidium removal requirements,updated watershed control requirements for
unfiltered systems).
2 Units are in milligrams per liter(mg/L)unless otherwise noted.Milligrams per liter are Long Term 2 Enhanced Surface Water Treatment:This rule applies to all surface water
equivalent to parts per million(ppm). systems or ground water systems under the direct influence of surface water.The rule
3 Health effects are from long-term exposure unless specified as short-term exposure. targets additional Cryptosporidium treatment requirements for higher risk systems
and includes provisions to reduce risks from uncovered finished water storages facilities
4 Each water system must certify annually,in writing,to the state(using third-party or and to ensure that the systems maintain microbial protection as they take steps to
manufacturers certification)that when it uses acrylamide and/or epichlorohydrin to treat reduce the formation of disinfection byproducts.(Monitoring start dates are staggered
water,the combination(or product)of dose and monomer level does not exceed the by system size.The largest systems(serving at least 100,000 people)will begin
levels specified,as follows:Acrylamide=0.05 percent dosed at I mg/L(or equivalent); monitoring in October 2006 and the smallest systems(serving fewer than 10,000
Epichlorohydrin=0.01 percent dosed at 20 mg/L(or equivalent). people)will not begin monitoring until October 2008,After completing monitoring
and determining their treatment bin,systems generally have three years to comply
S Lead and copper are regulated by a Treatment Technique that requires systems to with any additional treatment requirements.)
control the corrosiveness of their water.If more than 10 percent of tap water samples Filter Backwash Recycling:The Filter Backwash Recycling Pule requires systems that
exceed the action level,water systems must take additional steps.For copper,the action recycle to return specific recycle flows through all processes of the system's existing
level is 1.3 mg/L,and for lead is 0.015 mg/L. conventional or direct filtration system or at an alternate location approved by the state.
6 A routine sample that is fecal coliform-positive or E.coli-positive triggers repeat samples- 8 No more than 5.0 percent samples total coliform-positive in a month.(For water systems
-if any repeat sample is total coliform-positive,the system has an acute MCL violation.A that collect fewer than 40 routine samples per month,no more than one sample can be
routine sample that is total coliform-positive and fecal col form-negative or E.coli- total coliform-positive per month.)Every sample that has total coliform must be analyzed
negative triggers repeat samples--if any repeat sample is fecal coliform-positive or E. for either fecal coliforms or E.coli.If two consecutive TC-positive samples,and one is also
coli-positive,the system has an acute MCL violation.See also Total Coliforms. positive for E.coli or fecal coliforms,system has an acute MCL violation.
7 EPA's surface water treatment rules require systems using surface water or ground 9 Although there is no collective MCLG for this contaminant group,there are individual
water under the direct influence of surface water to 0)disinfect their water,and(2)filter MCLGs for some ofthe individual contaminants:
their water or meet criteria for avoiding filtration so that the following contaminants are Haloacetic acids:clichloroacetic acid(zero);trichloroacetic acid(0.3 mg1Q
controlled at the following levels: Trilhalomethanes:bromodichloromethane(zero);bromoform(zero);
Cryptosporidium:99 percent removal for systems that filter.Unfiltered systems are clibromochloromethane(0.06 mg/L)
required to include Cryptosporidium in their existing watershed control provisions.
171

National Primary Drinking Water Regulations EPA 816-F-09-004 I MAY 2009
NATIONAL SECONDARY DRINKING WATER REGULATION
National Secondary Drinking Water Regulations are non-enforceable guidelines regarding contaminants
that may cause cosmetic effects(such as skin or tooth discoloration)or aesthetic effects(such as taste,
odor,or color) in drinking water. EPA recommends secondary standards to water systems but does not
require systems to comply. However,some states may choose to adopt them as enforceable standards.
Contaminant Secondary Maximum Contaminant Level
Aluminum 0.05 to 0.2 mg/L
Chloride 250 mg/L
.......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Color 15 (color units)
.......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Copper 1.0 mg/L
.......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Corrosivity Noncorrosive
...............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Fluoride 2.0 mg/L
Foaming Agents 0.5 mg/L
.......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Iron 0.3 mg/L
.......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Manganese 0.05 mg/L
.......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Odor 3 threshold odor number
PH 6.5-8.5
.......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Silver 0.10 mg/L
.......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Sulfate 250 mg/L
.......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Total Dissolved Solids 500 mg/L
Zinc 5 mg/L
.......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
FOR MORE INFORMATION ON EPA'S ADDITIONAL INFORMATION:
SAFE DRINKING WATER:
To order additional posters or other ground
ga water and drinking water publications,
visit: epa.gov/safewater please contact the National Service Center for
Environmental Publications at:[phone],
or email: [e-mail].
1 ca 11: [phone]
6• OFFICE OF GROUNDWATER 172
AND DRINKING WATER

Exhibit 11 -1
Five-Year Operating Budget Projection and 0&M Schedule
Demonstration of Technical, Financial, and Managerial Capacity
Mayfield Springs Planned Community Public Water System
173

Mayfield Springs Public Water System
Water Use Fee Calculation
Description 1 2 3 4 5
Buildout Projections (Occupancy) 100 250 500 1000 1500
Water Usage (million gallons) 21 .0 52.5 104.9 209.9 314.8
Operation and Maintenance (0&M) 1 2 3 4 5
Operation & Maintenance $ 85,000 $ 190,000 $ 348,000 $ 672,000 $ 1,004,000
0&M Reserve (6 Months of annual planned 0&M expenses) $ 21,000 $ 48,000 $ 58,000 $ 112,000 $ 167,000
Debt Service (No current debt)
Operation Total $ 106,000 $ 238,000 $ 406,000 $ 784,000 $ 1,171,000
Monthly 0&M per Customer Connection $ 88.33 $ 79.33 $ 67.67 $ 65.33 $ 65.06
Capital Reserve (Replacement of short term assets only) $ 29,680 $ 59,360 $ 89,040 $ 118,720 $ 148,400
Total Revenue Required $ 135,680 $ 2971360 $ 4951040 $ 9021720 $ 1/319/400
Use Fee and Revenue Estimates:
Development Period - Flat Rate $ 75.00 $ 75.00 $ 75.00 $ 75.00 $ 73.30
Annual Revenue Required $ 135,680 $ 297,360 $ 495,040 $ 902,720 $ 1,319,400
Annual Revenue Collected $ 90,000 $ 225,000 $ 450,000 $ 900,000 $ 1,319,400
Annual Revenue - Surplus/(Deficiency) $ (45,680) $ (72,360) $ (45,040) $ (2,720) $ -
Developer Contribution - (Revenue Required - Revenue Collected) $ (45,680) $ (72,360) $ (45,040) $ (2,720) $ -
Notes:
1) Capital Reserve will not be fully funded until year five (5), at which time it will remain constant.
2) All capital and expense data are pre-construction estimates and must be adjusted once actual costs are known.
3) 0&M Reserve will be limited to six (6) months annual planned 0&M Expenses.
174

Mayfield Springs Public Water System
Operation and Maintenance Schedule
Buildout (Occupancy) 100 250 500 1000 1500
Line No. Category
1 Active Customers 100 250 500 1000 1500
2 Payroll $ 2,500 $ 25,000 $ 35,000 $ 100,000 $ 150,000
3 Contract Operator $ 25,000 $ 50,000 $ 65,000 $ 120,000 $ 180,000
4 Routine Maintenance (Labor + Materials) $ 10,000 $ 25,000 $ 40,000 $ 80,000 $ 120,000
5 Repairs $ 5,000 $ 12,500 $ 25,000 $ 50,000 $ 75,000
6 Equipment and Spare Parts $ 2,500 $ 5,000 $ 10,000 $ 20,000 $ 50,000
7 Professional Fees $ 2,500 $ 3,000 $ 4,000 $ 6,000 $ 9,000
8 Power $ 11,000 $ 29,000 $ 58,000 $ 116,000 $ 177,000
9 Chemicals $ 700 $ 1,600 $ 3,300 $ 6,600 $ 9,800
10Insurance $ 2,500 $ 3,500 $ 10,000 $ 15,000 $ 25,000
11 Office and Billing $ 2,500 $ 2,500 $ 30,000 $ 31,500 $ 33,075
12 Education and Certifications $ 500 $ 1,500 $ 25,000 $ 30,000 $ 35,000
13 Permits $ 500 $ 750 $ 1,000 $ 2,000 $ 3,000
14 Telephone $ 500 $ 1,500 $ 3,000 $ 3,000 $ 4,500
15 Transportation $ 5,000 $ 7,500 $ 10,000 $ 25,000 $ 35,000
16 Equipment Rentals $ 1,500 $ 5,000 $ 7,500 $ 10,000 $ 15,000
17 Benefits
18 Office Supplies, Postage, Public Notification $ 2,500 $ 3,500 $ 4,500 $ 5,500 $ 6,500
19 Management Services $ - $ - $ 1,500 $ 25,000 $ 50,000
20 Professional Services $ 10,000 $ 12,500 $ 15,000 $ 25,000 $ 25,000
21 Subtotal $ 85,000 $ 190,000 $ 348,000 $ 672,000 $ 1,004,000
22 Reserve 0&M - 6 months 0&M Expense $ 21,000 $ 48,000 $ 58,000 $ 112,000 $ 167,000
23 Reserve Debt Service - - - - -
24 Total 0&M Expense $ 1061000 $ 2381000 $ 4061000 $ 7840000 $ 11171,000
175

Intermountain Sewer and Water, Corp.
Application for Certificate of Convenience and Necessity
Right
Water Ri
_ g
{ !A, Licenses or
k
t Permits
A.
fib .
Intermountain Sewer and Water,Corp. -Application for CCN -Water Right Licenses or Permits
4895-2496-6141,v. 1.1
176

Water Right Licenses or Permits - Mayfield PUC Application
1. Water Permit No. 63-32225. Held by Intermountain Sewer&Water Corporation for the planned
community with a priority date of 9/16/2005 and maximum diversion rate of 10 cubic feet per
second (cfs) and an annual diversion volume of 1,815 AF. The IDWR Report is provided below:
Water Permit Report: 63-32225(Active)
Water Right Owners
owner Type Nasse Address City State Postal
Code
Cunmt Owner IN TERML:UNTALN SEWER& PO BOX 306 MMUTAN IO H,1 00
WAIEH LOO U341
Interested IUNIPLR SIATKIN FARM LIC Uo CHIM M BROMLEY(.to CANOKE M MLHuGks BCySk IU Hi OI
Party MCN)UH BRUMLEY PLLC Po BOX 101 U/UT
Kepresenfatm HUR Ito_ AT IN IUW(AAVES 412 E PARa.CENTkR BLW Sri IOU &YSk IL Hirub
1,09
Water Permit Status
FYxrrry Late 3VIW--M!,
Status A[Inc
Water Source
Saw" Tributary Tributary Quardlcr
(WMNV WAILK
GAUUNU WAfkK
Points Of Diversion(Location)
SOOKe To --nip Kange 5ect— QQQ QQ Q County Drrerslon Type
(.RWNL WAILK DIN J4k 28 NE NE ALA
GRWNV WAILK DIN U4 211 5t NW AUA
(aRWNL WAILK DIN 04 2H NW St ALA
GROUNU WAILK DIN Oik 20 St Sk ALGA
(.ROUND WATER DIN 04 33 NE NW ALA
GROUND WATER DIN OiE 30 St SW kIAIORE
(aRWNU WAIER DIN 0" 35 Nk Sw LLMORE
Water Uses
11—fioal Use From to D,verron Rate Vduma
'.1_NItJPA1 O1N1 Will IOW Lis 1111SUDAFA
TOTAL 11100 US 181 S00 CFS
Places of Use
I his claim lu:a�qn IIn�r r<I tic[f
Conditions
Code Coodbom
US, Kyht odder sna'cone ply wttn the trd'ng pe~requremerts of Secbon 42 US,Idwic,Lode anc appliabe Well Constriction
kuks of the lleparer+er t
93U water bearrrg mne In to appmrmted s 3UU to 1UDD feet
+:1 I he Urer.Y.r rrtarr�viair�n tc rearre M r+c)h!holler in pro.�de puchased ar k�7 ninlra flow or stomt w•Y.cr to affut
oepktwn d corer Snake Rwr rinws t needed rbr swm rniTatan pjr po s nc be incased into
the Srake Riser or a tributary f needed for this purpcco riF Des deCrmurM ay t'e Lvrn-tor based upon the reduction in Ao.v
razed b,the r of rater pursuan!to rns permit
4885-0956-7998,v. 1
177

Prior to fhe divremon of watr in conrwetton wdh this rghr-he ngM holder shall prcvsdc the tiebartment with a clan for
monitomg ground water levels in the vicinity of the place of use fo•the,water rght the monitoring should occur in panLe+with
development and oroducpon and snood include indentificaton of ron productrcn wells and tmeirrc for measurng and
report-mg.the right ho4der shall not CMert water sn correction web this right until the monitoring ptan s abprcved by the
depa-ment failure to rompy vsth the monemng plan oncr it is accepted seal be cause for ttte ceparmeni to cancel or'evoke
the right
114 prior m or in connection wtt+the proof of bereFrtai use staterrent to tie submitted for municipal watr.se under the ngnt the
i ght hrdr shal'provdc true department vrh documrrrawn Z;1`101101ng that tie water supply system is bung regu lat. C by the
Idahno,Lepartmerit of Lrvronmertal L�ualty as a public water supply and then has beer ssvued a pudic water soppy number.
1!3 PL20e of uGe is withr-M area served by the pubic water supply system of Intermounram Sever&Water Corp-the piece of use is
generally iwated wthn township 1 rc Range 4E,Seniors;21 29,32-35,and townhnp i S Paige 4E.Se ton 2.
om mon a•ea,.parks:duo+grounds,golf courses.anC any otrsr:large parcek may ono be in-gated under that water right with
wastcwrer the-has been pre ousty benefioall used bar potabe or culirary purposes,has been tmated in a wastewater treatment
plan_and is deb.rred from-rot wastewater treatment plant to the parcel to be vrgoew
Water di exec under Me right may be u_see+or direct irrigation of up to r/2 acm per ressoerNial lot:upon wnsch+a Mr%e nas been
rorstnsrec.
1!0 A map gerwalty depicting the:&vice area for ous water ngnt at the time of the approval is attached to the ooeamert for
iRstrawr purposes
2bA Prgect construction shall commence wtthm one year frog the date of permit rz.sarre and steal proceed dsisgentl to completer
unless R can be shown W the saxfwbon of the Lmeetor of ne UeparmeM of Water Pewumes that delay.were die to
crcum;ances over whim the permit holder nee no control
UUd I his nont does not grant arty ngM of way or easement across the lard of anomer.
RM Use of water under this nV may be regulated by a waterrnaste+wtths resporsbitey for the distribution of water among
appropriators within a water dstrxt At the trove of the approval this water right is within Stare Water lhstnct No.1 b'.
Ull prior to eversion of water tinder this right the right holder shall inaall and rrantaur a meieunng deuce and lockable cortrohi g
works of a type acceptable to the I.xpartment as part of the divM worsrs
Dates Other Information
:scersed Lute: State or Federal:
Jeaeea Dote. Waser Utstnct Number:161
Pen-t FYoof we Witte:4/141202S :aenenc Mae Rate per Aoe:0
Pemvt FYoof Made Llate: uenenc Max selume PerAce:0
Peer-4 Approved Date:211612M 1 evil Case Number:
Pem,,t Moraton an Eipiratson Gate: Lkare Pareiff:
Ln argment use Pno ty Laate Uea'ee Lx4erxLv4:
Inurgement Smile Pnonty Lute: Swan Fads Ir-M or Nontust:
.Pater Supply 6arx tnroArre t Uate Accepted Swan Faft Utsmrssed:
water Supply Nan*broieatt Date 4errsoved Utt Act Number,
ADplsatson Rearvied Dame:1/31f21Lt1 Cary Act Number:
vrobest Ueadlne Lott Mitigation Nary Fate
IDN7V WARLMENI pf WAUR RESEXRCL, tt/.s1/2C2A
4885-0956-7998,v. 1
178

Intermountain Sewer and Water, Corp.
Application for Certificate of Convenience and Necessity
_ Certified Water
Operator Details
1
Intermountain Sewer and Water,Corp. -Application for CCN -Certified Water Operator Details
4856-6791-2189,v. 1.1
179

Certified Water Operator
1. Entity Name: Valley Hydro, Inc.
a. Address: 1904 E. Beech St. Caldwell, ID 83605
2. Operator Name: Tom Mehiel
a. Phone: [phone]
b. Email: [e-mail]
3. Certificate Number:
a. Drinking Water Distribution Operator: DWD3-11130
b. Drinking Water Treatment Operator: DWT1-15595
4864-9706-1876,v. 1
180

Intermountain Sewer and Water, Corp.
Application for Certificate of Convenience and Necessity
�1
Financial
'� - Information
i
F
Mayfield Springs Planned Community-Application for CCN - Financial Information
4879-8139-6733,v. 1.1
181

Intermountain Sewer&Water Corp.
dba Intermountain Water Services
BALANCE SHEET PRELIMINARY
As of April 30,2025 Subject to Change
ASSETS
Cash $ 10,705
Separately Purchased Water Rights 25,000
Mayfield Springs Water System 6,624,193
Total Assets $ 6,659,898
LIABILITIES&EQUITY
Liabilities
Accounts Payable $ 5,780
Interest Payable 30,159
Notes Payable to Related Entities 248,959
Total Liablilities 284,898
Stockholder Equity
Capital Stock 100
Paid in Capital 7,069,507
Retained Earnings (694,607)
Total Stockholder Equity 6,375,000
Total Liabilities and Equity $ 6,659,898
Unaudited-Prepared by Management
182

Intermountain Sewer&Water Corp.,dba Intermountain Water Services
Pro-Forma Plant Assets and Depreciation PRELIMINARY--SUBIECTTO DISCUSSION AND REVIEW WITH IPUC
ACCOUNT 101 PLANT IN SERVICE DETAIL
CIAC ASSETS_____________________________RATE-BASE-ASSETS
Allocation of Balance
Beginning Contractor Additions At Full
SUB ACCT DESCRIPTION Balances General Costs Description/Date Added Amount Buildout
1 301 Organization
2 302 Franchises and Consents
3 303 Land&Land Rights
4 Well#1 Purchase well land/2027 200,000 200,000
5 Well#2 100,000 100,000
6 Well#3 50,000 50,000
7 304 Structures and Improvements
8 Well#1 Pump/well house/2027 250,000 250,000
9 Well#2 277,199 158,684 435,883
10 Well#3 189,442 108,447 297,889
11 305 Collecting&Impounding Reservoirs
12 306 Lake,River&Other Intakes
13 307 Wells
14 Well#1 519,317 Improve well/2027 100,000 619,317
15 Well#2 928,865 928,865
16 Well#3 928,865 928,86s
17 308 Infiltration Galleries&Tunnels
Future phases costs/various over 10
18 309 Supply Mains(remainder amount) 1,768,235 (1,065,838)years 6,000,000 6,702,397
19 310 Power Generation Equipment
20 311 Power Pumping Equipment
21 Well#1 Install equipment/2027 150,000 150,000
22 Well#2 445,707 255,148 700,855
23 Well#3 65,500 37,496 102,996
24 320 Purification Systems
25 Well#1 Install equipment/2027 100,000 100,000
26 Well#2 63,500 36,351 99,851
27 Well#3 55,246 31,626 86,872
28 330 Distribution Reservoirs&Standpipes 765,275 438,086 1,203,361
29 331 Trans.&Distrib.Mains&Accessories
Future engineering services/over 10
30 333 Services(Engineering) 299,879 years 300,000 599,879
31 334 Meters and Meter Installations Pd by customer
Future phases costs/various over 10
32 335 Hydrants 146,752 years 1,000,000 1,146,752
Future phases costs/various over 10
33 336 Backflow Prevention Devices 20,411 years 150,000 170,411
34 339 Other Plant&Misc.Equipment
35 340 Office Furniture and Equipment
36 341 Transportation Equipment
37 342 Stores Equipment
38 343 Tools,Shop and Garage Equipment
39 344 Laboratory Equipment
40 345 Power Operated Equipment
41 346 Communications Equipment
42 347 Miscellaneous Equipment 25,000 Continency/over next 10 years 200,000 225,000
43 348 Other Tangible Property
44
45 TOTAL PLANT IN SERVICE 6,624,193 25,000 8,450,000 15,099,193
ACCUMULATED DEPRECIATION ACCOUNT 108.1 DETAIL (Based on SL,25 year life)
7 yr life =14.3%/yr Depreciation Number of Meters Installed
20 yr life =5%/yr Rate 100 250 Soo 1000 1500 2000
SUB ACCi DESCRIPTION °/a 2025 2027 2029 2031 2033 2035
1 304 Structures and Improvements 4.0% 29,351 29,351 34,351 39,351 39,351 39,351
2 305 Collecting&Impounding Reservoirs
3 306 Lake,River&Other Intakes
4 307 Wells 4.0% 95,082 95,082 97,082 99,082 99,082 99,082
5 308 Infiltration Galleries&Tunnels
6 309 Supply Mains 4.0% 28,096 76,096 124,096 172,096 220,096 268,096
7 310 Power Generation Equipment
8 311 Power Pumping Equipment 4.0% 32,154 32,154 35,154 38,154 38,154 38,154
9 320 Purification Systems 4.0% 7,469 7,469 9,469 11,469 11,469 11,469
10 330 Distribution Reservoirs&Standpipes 4.0% 48,134 48,134 48,134 48,134 48,134 48,134
11 331 Trans.&Distrib.Mains&Accessories
12 333 Services 4.0% 11,995 14,395 16,795 19,195 21,595 23,995
13 334 Meters and Meter Installations
14 335 Hydrants 4.0% 5,870 13,870 21,870 29,870 37,870 45,870
15 336 Backflow Prevention Devices 4.0% 816 2,016 3,216 4,416 5,616 6,816
16 339 Other Plant&Misc.Equipment
17 340 Office Furniture and Equipment
18 341 Transportation Equipment
19 342 Stores Equipment
20 343 Tools,Shop and Garage Equipment
21 344 Laboratory Equipment
22 345 Power Operated Equipment
23 346 Communications Equipment
24 347 Miscellaneous Equipment 4.0% 1,000 2,600 4,200 5,800 7,400 9,000
25 348 Other Tangible Property
26 TOTALS(Add Lines 1-25) 259,967 321,167 394,367 467,567 528,767 1 589,967
Amortization of CIAC (259,967) (259,967) (259,967) (259,967) (259,967) (259,967)
183

Intermountain Sewer and Water, Corp.
Application for Certificate of Convenience and Necessity
Facility Plan
FIFIr
Intermountain Sewer and Water,Corp. -Application for CCN -Facility Plan
4859-8490-8029,v. 1.1
184

• STATE OF IDAHO
DEPARTMENT OF
ENVIRONMENTAL QUALITY
1445 North Orchard-Boise.Idaho 83706•[phone] Brad Little,Governor
www.deq,ideho.gov John H.Tippets,Director
January 22, 2020
Mr. Greg Johnson
The Westpark Company, Inc.
2463 E. Gala Street Suite #120
Meridian, Idaho 83642
RE: Mayfield Springs Planned Community (Elmore County)
a) Drinking Water System Facility Plan
b) Wastewater System Facility Plan
Dear Mr. Johnson:
The referenced Facility Plans(FP) appear to meet State of Idaho standards and are approved based
on the conditions listed below.
L PROJECT SPECIFIC CONDITIONS:
A. This approval is for the referenced FP only. When designing any facility upgrades associated
with these FP, please submit a Preliminary Engineering Report (PER) for the improvements
to the Idaho Department of Environmental Quality (DEQ) for review and approval prior to
preparing and submitting detailed plans and specifications. Detailed plans and specifications
cannot be reviewed until the PER is approved. Furthermore, no construction can begin until
the detailed plans and specifications have been reviewed and approved by DEQ.
Please feel free to call me with any questions at [phone],or contact me via e-mail at
Dan.M.Smith(fi,)deg.idaho.g_ov.
Sincerely,
P1
Smith, P.E.
Staff Engineer
Enclosure: Approved and Stamped Facility Plan Cover Pages
ec: Derek Probst, P.E., Mountain Waterworks (w/enclosure)
Valerie Greear, P.E., Boise Regional Office
Kevin Ryan, P.E., Boise Regional Office
Dani Terhaar, Boise Regional Office
2020AGD234
185

APR 0 D
By.
IDAHO DEQ
Bose Regional Office
Date: --2-L2 -4
Water Facility Plan
Mountaili
WATERWORKS Mayfield Springs Planned Community
Elmore County, Idaho
January 2020
101yAL
a 18816
/S-zo 0 o
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L4NDALE�
Prepared For: Prepared By:
Mr. Greg Johnson, President Mountain Waterworks, Inc.
The Westpark Company, Inc. Derek Probst, P.E.
2463 E Gala St Ste# 120 Tim Farrell, P.E.
Meridian, ID 83642 1161 W. River Street Ste 130
Boise, ID 83707
208-780-3990
186

Water Facility Plan
Mountain
WATERWORKS Mayfield Springs Planned Community
Elmore County, Idaho
January 2020
%ONAL
b NSA
a MW
d /-is-ZOZO
�4p OF t���44��
LANDALE�
Prepared For: Prepared By:
Mr. Greg Johnson, President Mountain Waterworks, Inc.
The Westpark Company, Inc. Derek Probst, P.E.
2463 E Gala St Ste# 120 Tim Farrell, P.E.
Meridian, ID 83642 1161 W. River Street Ste 130
Boise, ID 83707
208-780-3990
187

Table of Contents
Section1 Introduction......................................................................................................... 1
1.1 Purpose, Scope, and Organization......................................................................................1
1.2 Water System Location .......................................................................................................2
1.3 Land Use and Phasing Plan.................................................................................................4
1.4 Phasing Plan and Growth....................................................................................................5
1.5 Water Rights.........................................................................................................................7
Section 2 Customer Demand Forecasting............................................................................8
2.1 Projected Water Demand ....................................................................................................8
2.2 Water Conservation Practices...........................................................................................13
Section 3 Proposed Water System Facilities ...................................................................14
3.1 Conceptual Water System Design ....................................................................................14
3.2 Source of Supply................................................................................................................17
3.3 Water Quality......................................................................................................................19
3.4 Water Storage.....................................................................................................................19
3.5 Booster Pumping Facilities ...............................................................................................23
3.6 Operating Pressure............................................................................................................24
3.7 Transmission and Distribution..........................................................................................25
3.8 Communication and Control .............................................................................................27
3.9 Standby Requirement ........................................................................................................27
Section 4 Water System Management...............................................................................29
4.1 Operation and Maintenance..............................................................................................29
Section 5 Impact from Proposed Wastewater Facilities .....................................................30
Section 6 Environmental conditions ..................................................................................31
6.1 Planning Area and Land Use.............................................................................................31
6.2 Soil, Geology, and Topography..........................................................................................31
6.3 Climate................................................................................................................................32
6.4 Flood Plains........................................................................................................................32
6.5 Wetlands.............................................................................................................................32
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188

6.6 Wild and Scenic Rivers.......................................................................................................32
6.7 Cultural Resources.............................................................................................................32
6.8 Flora and Fauna..................................................................................................................32
6.9 Recreation and Open Space..............................................................................................33
6.10 Agricultural Lands..............................................................................................................33
6.11 Air Quality and Noise .........................................................................................................33
6.12 Energy Consumption..........................................................................................................33
6.13 Water Quality, Quantity and Sole Source Aquifers...........................................................33
6.14 Transportation....................................................................................................................35
6.15 Land Use.............................................................................................................................35
6.16 Socioeconomics.................................................................................................................35
Section 7 References........................................................................................................36
List of -ables
Table1-1: Land Use Summary.............................................................................................................4
Table 1-2: Customer Base Connections..............................................................................................4
Table 1-3: Build-out Phasing Plan........................................................................................................5
Table 1-4: Current Water Rights Summary..........................................................................................7
Table 1-5: Available Diversion Rates and Volume..............................................................................7
Table 2-1: IDEQ Design Flow Parameters for Equation 1 and Equation 2........................................9
Table 2-2: Avimor Metered Residential Water Use Data..................................................................10
Table 2-3: Basis of Design — Residential In-Home Water Demand.................................................10
Table 2-4: Basis of Design — Total Residential Water Demand.......................................................11
Table 2-5: Avimor Metered Commercial Water Use Data................................................................11
Table 2-6: Dry Creek Ranch Estimated Commercial Demands (2017 Water Facility Plan)...........11
Table 2-7: Basis of Design: Non-Residential Water Demand...........................................................12
Table 2-8: Basis of Design Summary at Build-out............................................................................12
Table 2-9: Basis of Design Summary at Build-out............................................................................12
Table3-1: Nearby Wells......................................................................................................................17
Table 3-2: Source of Supply Declining Balance (Residential Demand Only)..................................19
Mayfield Springs Water Facility Plar I Westpark Company Page ii
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189

Table 3-3: Source of Supply Basis of Design at Build-out................................................................19
Table 3-4: Storage Reservoir Storage Balance.................................................................................22
Table 3-5: Booster Pumping Facility Design Criteria........................................................................23
Table 3-6: Booster Pumping Facilities Preliminary Design Concept...............................................24
Table 3-7: Pressure Ranges for Single Pressure Zone0)..................................................................24
Table 3-8: Transmission and Distribution Main Lengths.................................................................25
Table 3-9: Standby Requirement Design Criteria..............................................................................27
Table 3-10: Standby Power Preliminary Design Concept ................................................................28
of Figures
Figure1-1: Vicinity Map........................................................................................................................3
Figure 1-2: Phased Construction Map.................................................................................................6
Figure 2-1: Photograph of Limited Residential Landscaping ..........................................................13
Figure 3-1: Water System Schematic................................................................................................15
Figure 3-2: Water System Facilities Map...........................................................................................16
Figure 3-3: Graphical Representation of the Storage Components................................................20
Figure 3-4: Transmission and Distribution Map ...............................................................................26
Hppenclices
Appendix A: Water Right Documentation (Water Permit No. 63-32225; Water Right No. 63-32616)
Appendix B: IDEQ Design File Note Calculations
Appendix C: Well Driller's Reports, Well No. 1 and Adjacent Wells
Appendix D: Existing Adjacent Well Map
Appendix E: USDA NRCS Soil Report
Appendix F: FEMA Flood Insurance Rate Map
Appendix G: USFWS National Wetlands Inventory
Appendix H: USFWS Species List and IPaC Report
Appendix I: Sole Source Aquifer Map
Appendix J: Well Delineations
Appendix K: Water Supply Assessment
Appendix L: Public Water System Well Engineering Report
maytieid Springs water Facility Pia I Westpark Company Page iii
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190

Section 1 INTRODUCTION
Westpark Companies (Developer) is a private development company that intends to develop
760 acres north of the 1-84 corridor along the boundary of Ada County and Elmore County, Idaho
as a Planned Community. The Planned Community will be located primarily in Elmore County
with a portion in Ada County. The proposed Planned Community (PC), called Mayfield Springs,
will consist of approximately 2,319 residential lots including some light commercial development,
a school, and municipal services (e.g., fire, emergency medical services). The phasing and
planning for this PC are discussed in detail within Section 1.3.
Presently the 760-acre site is undeveloped. To the north of the proposed PC is an additional PC
called Mayfield Townsite, but no development or land use zoning has taken place to date. To the
north-west is Indian Creek Reservoir, the Boise Stage Stop, and access to Interstate 84.
1 .1 Purpose, Scope, and Organization
The purpose of this Water System Facility Plan is to support planning efforts for a new public
water system (PWS) to serve the proposed Mayfield Springs PC. The Facility Plan also:
• Outlines the drinking water facilities required to support the PC during initial startup and
through projected build-out;
• Provides the location of the proposed development;
• Forecasts the pace of development to projected build-out;
• Estimates the population served and associated customer water demands; and,
• Describes the sources and quantity of water supply and methods of water treatment
required.
In addition, the Facility Plan identifies the backbone water facilities required to provide service to
the proposed PC in accordance with IDAP 58.01.08, Idaho Rules for Public Drinking Water
Systems. Design and construction of all water system facilities will be conducted to meet the
Idaho Standards for Public Works Construction (ISPWC).
This Water Facility Plan covers the following key elements of the proposed new PWS as required
by IDAPA 58.01.08.502.04.a:
• Project Location
• Project Design Population and Customer Connections
• Sources of Supply for Potable and Non-Potable Water
• Anticipated Water Treatment
• Water Quantity and Design Demands
• Water Storage Requirements and Components
• Pressure Zones and Operating Pressures
• Sewage Collection and Treatment Systems
Mayfield Springs Water Facility Plan I Westpark Company Page 1
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191

1 .2 Water System Location
The proposed location of the Mayfield Springs PC is approximately 20 miles southeast of Boise
in Elmore County adjacent to the Ada/Elmore county line on approximately 760 acres north of
Exit 71 on Interstate 84. This is an undeveloped rural area with no access to existing public water
or wastewater utility services. A vicinity map is provided in Figure 1-1.
Mayfield Springs Water Facility Plan I Westpark Company Page 2
Mountain Waterworks 2019
192

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ENGINEERING AND ENVIRONMENTAL SOLUTIONS _
1161 W- RIVER ST.SUITE 130 PROJECT NO.:
BOISE, IDAHO 83702 MAYFIELD SPRINGS
�OII 208.780.3990 139.0040.01
WATHaWORYS SHEET NO.
IDAHO OFFICES VICINITY MAP
BOISE-LEWISTON-COEUR D'ALENE FIGURE 1-1
193

1 .3 Land Use and Phasing Plan
The Mayfield Springs PC will be a mixed-use community consisting single and multi-family homes,
commercial facilities, and schools. It will be developed over ten intervals in four phases, and at
full build-out is anticipated to include 2,319 residential lots, 55,000 square feet of commercial
area, and 10.75 acres of institutional area. A breakdown of lot type and the area of land use
associated with each lot type is provided in Table 1-1.
Table 1-1: Land Use Summary
Land Use Units Quantity Acres Acre/Unit
(Average)
Low Residential District EA 348 213.06 0.61
Medium Residential District EA 611 143.32 0.23
High Residential District EA 369 103.22 0.28
Residential High Density EA 354 44.24 0.12
Multi Family EA 491 49.1 0.10
Mixed Use: Residential/Town Center EA 146 12.81 0.09
Total Residential 2,319 566
Commercial Commercial SF 55,000 1.3
Total Commercial 55,000 1.3
Institutional Elementary/Middle/High School EA 1 10.75
Total Institutional 1 10.75
1.3.1 Customer Base
Intended land use provided by the Developer is broken out into potential water connections in
Table 1-2. Residential single-family home connections are planned to be 4-bedroom or 5-
bedroom style homes. Residential high density and multi-family home connections are planned
to be 2-bedroom or 3-bedroom style homes. These are planning level estimates with a planned
average home size of 3-bedroom. The actual size and style of homes constructed will be
dependent on home sales and market conditions once construction begins.Actual home size data
will be gathered and evaluated within the Preliminary Engineering Reports.
Table 1-2: Customer Base Connections
Land Use Description Connections Percent of Total
Connections
Residential Single-Family Home 1,328 56.85%
Residential High Density(8-10 DU/acre) 354 15.15%
Residential Multi-Family Homes 491 21.02%
Residential Mixed Use(8-10 DU/acre) 146 6.25%
Residential Town Center 1 0.04%
Commercial Small Commercial 15 0.64%
Institutional Elementary/Middle/High School 1 0.04%
Total 2,336 100%
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194

1.3.1.1 Residential Use Connections
All residential units are assumed to have a single water connection. Connections are viewed as
Single-Family Homes (Low, Medium, High Residential Districts), High Density Homes (High
Density), Multi-Family Homes, Mixed Use or the Town Center.
1.3.1.2 Commercial Use Connections
Commercial use from Table 1-1 is not platted and the number of connections are assumed.
Assuming no major businesses are anticipated to be built due to the PC's proximity to Boise and
Mountain Home, commercial use is anticipated to be small office buildings, small restaurants,
small groceries stores/outlets or gas station/convenience stores. Fifteen commercial use
connections are assumed, equating to a commercial area of approximately 3,670 ft2 per
connection. This value is reasonable for a small business with a small parking lot.
1.3.1.3 Institutional Use Connections
Institutional use is platted solely for education of a combined elementary, middle, and high school.
1 .4 Phasing Plan and Growth
For the purpose of this Facility Plan, build-out for Mayfield Springs is expected to occur over a
5 to 10-year planning horizon with an anticipated start date in 2021. Table 1-3 and Figure 1-2
below summarize the developer's intended phasing plan by building type.
Table 1-3: Build-out Phasing Plan
Build-out Phase Lot Count by Phase
Phase1 900
Phase 1a 261
Phase 1b 480
Phase 1c 124
Phase 1d 35
Phase 2 457
Phase 2a 140
Phase 2b 160
Phase 2c 157
Phase 3 413
Phase 3a 184
Phase 3b 229
Phase 4 549
Total 2,319
Mayfield Springs Water Facility Plan I Westpark Company Page 5
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195

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ENGINEERING AND ENVIRONMENTAL SOLUTIONS MAYFIELD SPRINGS PLANNED COMMUNITY
�1161 W. RIVER ST.SUITE 130
PROJECT 139.0010.01 _ BOISE, IDAHO 83702 ELMORE COUNTY, IDAHO
DATE 0712017 208.780.3990
FIGURE NO. Mountain FACILITY PLAN PHASED
WATERWORKS IDAHO OFFICES CONSTRUCTION MAP - FIGURE 1-2
BOISE-LEWISTON-COEUR D'ALENE
196

1 .5 Water Rights
Currently the Developer owns one water permit (No. 63-32225) and one licensed water right(No.
63-32616) detailed in Table 1-4. See Appendix A for Water Right documentation.
Table 1-4: Current Water Rights Summary
Designation
Identification/ Water
No. Water Permit to Supply Beneficial Period Diversion Annual
Right Appropriate Bank Source Use of Use Rate Volume
License Lease
Intermountain Ground 1/01- 1,815
Sewer&Water x Water Municipal 12/31 10.00 CFS AFA
Corp./63-32225
Ground 651.3
Johnson/63-2616 x Water Irrigation 3/15- 2.37 CFS AFA
x Ground 11/15 0.67 CFS 184.2
Water AFA
A condition of the Intermountain Sewer & Water Corp's Permit to Appropriate Water
(No. 63-32225) states that under this water right, common areas, parks, school grounds, golf
courses, and any other large parcels may only be irrigated with recycled water (treated
wastewater). Therefore, water demands for parks and the school are estimated as "in-building"
demand only.
Available Diversion Rates are summarized in Table 1-5. Currently the 2.37 cfs under the Johnson
water right is used to irrigate a crop field north of the proposed PC and is not intended for use at
the Mayfield Springs PC. The Johnson Water Supply Bank Lease is available along with the
Intermountain Sewer & Water Corp Permit to Appropriate.
Table 1-5: Available Diversion Rates and Volume
Diversion Rate Diversion Volume
Water Right
(cfs) (gpm) (AFA) (MG/year)
Intermountain Sewer&Water Corp. Permit to Appropriate 10 4,488 1,815 591
Johnson Water Right License 2.37 1,063 651.3 212
Johnson Water Supply Bank Lease 0.67 300 184.2 60
To provide flexibility the point of diversion for Water Right 63-32616 (Johnson) is being modified
to be able to serve the Mayfield Springs PC's for irrigation requirements. Applications for point of
diversion and place of use modifications are currently in progress.
Mayfield Springs Water Facility Plan I Westpark Company Page 7
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197

Section 2 CUSTOMER DEMAND FORECASTING
The Mayfield Springs PWS will be designed meet in-building residential, commercial, and
educational institution customer demands, residential irrigation demand, and provide fire
protection. Irrigation water for all common areas, parks, and school grounds will be supplied by
Class A recycled wastewater through a separate non-potable distribution system. The PWS will
be supplied from multiple groundwater well sources. A single ground-level storage facility and
booster pumping facility will provide equalization storage during peak demand periods and
provide fire protection.
2.1 Projected Water Demand
The PWS demands developed in this document are planning-level estimates based on the
assumption that each of the 2,319 residential lots is equivalent to one customer connection.
Commercial demand per connection is based on American Water Works Association (AWWA)
guidance, M22, Sizing Water Service Lines and Meters, and institutional and irrigation demand
per connection is based on comparable systems (City of Lewison 2018 Water System Facility
Plan, Dry Creek Ranch 2017 Water Facility Plan). As more detailed architectural plans are
developed for the buildings throughout the development, more accurate demand estimates based
on the concept of Equivalent Dwelling Units (EDUs) can be developed. This will allow demand
associated with customer connections for multi-family or commercial development to be
converted to the demand associated with an equivalent number of single-family homes.
2.1.1 Residential Water Demand
With no historical metered water use data available, many factors play a role in estimating water
demands for a new PC water system. To accurately forecast PWS demands through the four
primary phases of the PC, two primary methods were utilized:
1) IDEQ Design File Note: "Design Flows — Public Water System"
2) Water Data from Comparable Systems
Typically, the largest component of peak season residential water demands is landscaping
irrigation, as compared to in-home water use. The Mayfield Springs PC will be developed as a
water-efficient community with required low-demand, high-efficiency plumbing fixtures and limited
turf grass irrigation per lot as specified in the community's Covenants, Conditions, and
Restrictions (CC&Rs). Water conservation will be a priority under the rules and regulations of the
PWS.
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198

2.1.1.1 Residential Irrigation Component
The municipal water right permit (No. 63-32225) allows use of domestic lots to be supplied with
irrigation but limits the area to 1/2-acre per residential lot. Without an accurate breakout of the area
available for irrigation per residential use type, an average of 0.10 acre per lot was utilized. This
will account for lots having more than 0.10 acres of land to irrigation (e.g., low residential districts)
and lots having less than 0.10 acres of land to irrigation (e.g., high density, multi-family). It is
assumed that both the municipal right (No. 63-32225) and the irrigation water right (No. 63-2616)
will ultimately be used to meet the irrigation demand. The municipal use water right permit and
the irrigation use licensed water right can be found in Appendix A.
For a conservative approach to domestic irrigation demands, our annual and peaking demand
estimates are calculated for July, as July is historically the hottest month with the greatest
irrigation demands and evapotranspiration (ET) rates.
2.1.2 Residential Water Demand Development
2.1.2.1 IDEQ Design File Note Approach
Using the IDEQ Design File Note (1), both maximum day (Qmxdy) and peak hour (Qpkhr) water
demands were calculated. This approach is based on in-home use plus irrigation use per acre.
The IDEQ Design File Note equations shown below were used to estimate in-home demand and
in-home + irrigation demand.
Equation 1
Qmxdy = [274+ (0.6)(c)(Ls)(Epot) + 2 * 6mxdyl * a
Equation 2
Qpkhr = [334 + 2.02[274 + (0.6)(c)(Ls)(Epot)] + 2 * Qpkhrl * a
The parameters input into these equations is summarized in Table 2-1. The values 274 and 334
represent average day demand in gallons per day for Max Day Demand and Peak Hour Demand,
respectively.
Table 2-1: IDEQ Design Flow Parameters for Equation 1 and Equation 2
Value Value
Parameter Description (In-Home Demand) (In-Home+Irrigation
Demand
c conversion (gal/acre-inch water) 27,200 27,200
L5 Size of irrigated area(acre) 0.00 0.10
Epos Evaporation Potential (inch) 0.28 0.28
a Number of Homes Calculated at each phase of the development
The values Gmxdy and Qpkhr represent variability in the magnitude of factors and number of dwelling
units. These are calculated values and are explained in more detail within the IDEQ Design File
Note (1).
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The results of this approach, shown in Appendix B, appeared too conservative when looking at
"in-home" customer demand, specifically the base household demand of 274 gallons per day
within Equation 1 and the base household demand of 334 gallons per day within Equation 2.
2.1.2.2 Water Data from Comparable Systems
To address the conservative nature of the IDEQ design note equations and provide a more
accurate estimation of customer demand, a system of comparable size or climate was
investigated. A good local example with available demand data is the Avimor Development
located in Eagle, Idaho. Avimor is also a planned unit development with an emphasis on water
conservation and limited irrigation. Comparable water demand data based on metered water use
records data is summarized in Table 2-2.
Table 2-2: Avimor Metered Residential Water Use Data (2018 Conceptual Water and Pressurized
Irrigation System Plan)
Description Residential (In-Home) Residential (Irrigation) Total
(gpd/conn.) (gpm/conn.) (gpd/conn.) (gpm/conn.) (gpd/conn.) (gpm/conn.)
Average Day Demand 135 0.09 192 0.14 327 0.23
Max Day Demand0) 169 0.12 240 0.17 409 0.29
(1) 1.25 Max Day Peaking Factor
2.1.3 Residential Water Demand Basis of Design
The two considerations above have led us to consider the downward trend of water demands in
newer developments centered around water conservation and limited irrigated turf grass.
Comparison of the analogous Avimor PC shows water conservation education, water rates, low-
water use fixtures, and CC&Rs may result in lower water demands.
2.1.3.1 In-Home Demand
Since the exact socioeconomics of the residents that will be moving into this PC is unknown a
conservative average day residential in-home demand of 250 gallons per day was chosen. This
results in a customer in-home water demand summarized in Table 2-3. As water meter data is
available these values will be modified to reflect actual customer meter readings.
Table 2-3: Basis of Design — Residential In-Home Water Demand
Phase Home Average Day Demand
connection gpd gpd/home
Phase 1-A 261 65,250 250
Phase 1-13 741 185,250 250
Phase 1-C 865 216,250 250
Phase 1-D 900 225,000 250
Phase 2-A 1,040 260,000 250
Phase 2-13 1,200 300,000 250
Phase 2-C 1,357 339,250 250
Phase 3-A 1,541 385,250 250
Phase 3-B 1,770 442,500 250
Phase 4 2,319 579,750 250
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2.1.3.2 In-Home + Irrigation Demand
The estimated total residential water demand (Table 2-4) consists of both in-home use and lawn
irrigation. The IDEQ equations were utilized to provide these values. Since average day demand
is not directly calculated within these equations, a maximum day peaking factor of 1.75 was used
to determine average day demand.
Table 2-4: Basis of Design -Total Residential Water Demand
Average Day Demand Max Day Demand Peak Hour
Phase Homes Demand
(gpd) (gpd/home) (gpd) (gpd/home) (gpm/home (gpm)
Phase 1-A 261 153,347 588 268,357 1,028 0.71 410
Phase 1-B 741 387,519 523 678,158 915 0.64 1,081
Phase 1-C 865 446,488 516 781,354 903 0.63 1,252
Phase 1-D 900 463,071 515 810,375 900 0.63 1,300
Phase 2-A 1,040 529,181 509 926,068 890 0.62 1,492
Phase 2-13 1,200 604,376 504 1,057,658 881 0.61 1,711
Phase 2-C 1,357 677,868 500 1,186,268 874 0.61 1,925
Phase 3-A 1,541 763,706 496 1,336,486 867 0.60 2,176
Phase 3-13 1,770 870,192 492 1,522,836 860 0.60 2,488
Phase 2,319 1,124,365 485 1,967,639 848 0•59 3,234
2.1.4 Non-Residential Water Demand
As shown above in Table 1-1, the Mayfield Springs PC has allocated approximately 55,000 SF
(1.3 acres) of land for commercial use, 10.75 acres of land for institutional use (school site), and
a Town Center (Section 1.3). Per Section 1.3.1 these non-residential areas were broken down
into water connections to allow for the estimation of non-residential water demand. To estimate
non-residential water demands, guidance from the AWWA Manual of Practice M22, Sizing Water
Service Lines and Meters was used along with a system of comparable size: Avimor (Table 2-5)
and Dry Creek Ranch (Table 2-6).
Table 2-5: Avimor Metered Commercial Water Use Data (2018 Conceptual Water and Pressurized
Irrigation System Plan)
Description Commercial(In-Building) Commercial (Irrigation) Total
Average Day Demand (gpd) 590 605 1,195
Max Day Demand (gpd) 1,253 1,267 2,250
Peaking FactorM 1 2.12 2.10 2.11
(1)Calculated:Max Day/Average Day
Table 2-6: Dry Creek Ranch Estimated Commercial Demands (2017 Water Facility Plan)
Description Commercial School Village Center(2 Buildings)
Max Day Demand (gpd) 1,400 13,200 2,500
Peak Hour Demand (gpm) 7 70 13
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As commercial, institutional, and mixed land use is still conceptual, it is challenging to assign
water demands during each phase of the PC's development. Therefore, these water demands
will be estimated at build-out (Table 2-7). Because the conditions of the water right (see Section
1.5) do not permit the use of potable water for irrigation at the school, school water demands will
be only in-building and may seem low when compared to Avimor and Dry Creek Ranch.
The PC at build-out is estimated to contain 2,319 residential lots housing approximately 6,261
people (2010 US Census-Idaho). According to 2010 US Census for Boise and Mountain Home
and the assumption that this PC will be primarily made up of residents from these two cities, it is
assumed that approximately 25% of the population will be under 18 and attending school (Boise,
22.4%; Mountain Home, 27.2%). This would equate to approximately 1,500 students. With a
maximum day demand of 20 gallons per day per student, the school's maximum day demand is
estimated at 30,000 gallons per day.
Table 2-7: Basis of Design: Non-Residential Water Demand
Category Connections Average Day Demand Max Day Demand Peak Hour Demand
(gpd) (gpd/conn.) (gpd) (gpd/conn) (gpm) (gpm/conn)
Town Center 1 500 500 1,250 1,250 6 6
Small Commercial 1 15 1 18,000 1,200 37,500 2,500 60 4
Elementary/Middle/ 1 15,000 15,000 30,000 30,000 70 70
High School
2.1.5 Water Demand Summary
Residential and non-residential water demands are summarized by land use in Table 2-8. An
overall basis of design is provided in Table 2-9.
Table 2-8: Basis of Design Summary at Build-out
Average Day Peak
Max Day Demand Hour
Demand
Land Use Description Conn Demand
gpd gpd/conn gpd gpd/conn gpm/conn gpm
Residential Homes 2,319 1,124,365 485 1,967,639 848 0.59 3,234
Mixed-Use Town Center 1 500 500 1,250 1,250 0.87 6
Commercial Small 15 18,000 1,200 37,500 2,500 1.74 60
Commercial
Institutional School 1 15,000 15,000 30,000 30,000 20.83 70
Total 2,336 1,157,865 2,036,389 3,370
Table 2-9: Basis of Design Summary at Build-out
Average and Max Day Demand gpd gpd/connection gpm/connection
Average Day Demand 1,157,865 496 0.34
Max Day Demand 2,036,389 872 0.61
Peak Hour Demand gpm gpm/connection
Peak Hour Flow 3,370 1.44
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2.2 Water Conservation Practices
Mayfield Springs plans to incorporate CC&Rs to reduce overall water system demand and
promote water conservation. The CC&Rs will educate new buyers and require the use of:
• Low-flow water use plumbing fixtures
• Xeriscape landscaping with turf area restrictions equating to an average turf size of 0.10
acres per residential user.
All lots, both residential and commercial will be strongly encouraged to reduce water demand by
utilizing these water conservation practices. An example of low water residential landscaping is
provided in Figure 2-1.
•� ■■■■
F - ■■■■ :
�! ■MM■
OMEN
NONE
N■■■ y
•.yam „ ..S-.�
Figure 2-1: Photograph of Limited Residential Landscaping
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Section 3 PROPOSED WATER SYSTEM FACILITIES
At full build-out, proposed PWS facilities will generally consist of the following infrastructure
components:
1. 3 (800-1,200 gpm) groundwater wells
2. 960,000-gallon bolted steel storage reservoir
3. 2,500-gpm booster pumping facility
4. 115,000 feet of AWWA C900 PVC water mains (6, 8, 12, 16-inch), including isolation
valves and fire hydrants
5. Service lines and customer meters
Water infrastructure will be constructed in a two-phase approach to ensure facilities are not
oversized during initial phases of residential construction. Phase 1 water infrastructure will include
completion of the existing well (install well pump and well house) and construction of an additional
well, reservoir, booster system, controls, and distribution system. Phase 2 of the water system
will include construction of a new well, the remaining distribution system, controls, and capacity
upgrades to the booster pump system.
3.1 Conceptual Water System Design
The Mayfield Springs PWS will be a standalone system with provision to be expanded as the
development expands. The first phase will be to develop and pump test the existing Well No. 1 in
order to determine the well's actual groundwater production. For the purposes of this Facility Plan,
Well No. 1 is potentialized at 800 gpm, coinciding the 2011 Well Site Evaluation by SPF
Engineering. Once Well No. 1 is on-line, successive wells will be constructed as necessary for
each development phase. A chlorine residual will be added to inhibit bacterial growth within the
distribution system.
Mayfield Springs is planning to follow the utility corridor guidelines adopted by the Ada County
Highway District (ACHD). These guidelines place utilities in specific corridors of the right-of-way
and aid in future location and maintenance. These corridor guidelines also aid in providing proper
horizontal and vertical separation between potable and non-potable utilities. In summary, water
mains shall be located on the north and east sides of, and a minimum of 12 feet from the centerline
of the roadway, or four (4)feet off lip of gutter. The minimum bury depth shall be four (4)feet.
All services will be provided with meters for data collection and monitoring of water use.The water
use data in the beginning phases will aid in accurately forecasting water use for future phases of
development. All water system facilities will be designed and constructed in accordance with the
Idaho Rules for Public Drinking Water Systems IDAPA 58.01.08.
See Figure 3-1 and Figure 3-2 for a conceptual Water System Schematic and conceptual water
system facilities map.
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EXISTING WELL#1
(00060006) - - - - - - - - - -
(800- 1,200 GPM)
i
i
WELL#3
(800- 1,200 GPM)
MAYFIELD SPRINGS PLANNED COMMUNITY
DISTRIBUTION SYSTEM
1. TOTAL BUILD OUT: 2,319 RESIDENTIAL LOTS
2. AWWA 6", 8", 12", & 16"C-900 PVC
i
L
1
T
WATER RIGHT jRESERVqIR
LICENSE —
NO. 63-32616 2,700 GPM 300,000 GAL.
BOOSTER DEDICATED
STATION & FOR FIRE
BUILDING PROTECTION
PERMIT TO
WELL#2
APPROPRIATE WATER - - J (800- 1,200 GPM)
NO. 63-32225
WELL, RESERVOIR& BOOSTER
STATION SITE
L ---
ENGINEERING AND ENVIRONMENTAL SOLUTIONS MAYFIELD SPRINGS PLANNED COMMUNITY
1161 W. RIVER ST.SUITE 130
PROJECT 139.0010.01 BOISE, IDAHO 83702 ELMORE COUNTY, IDAHO
DATE 0712017 208.780.3990
FIGURE NO.
WAVZnWaAXS IDAHO OFFICES WATER SYSTEM SCHEMATIC - FIGURE 3-1
BOISE-LEWISTON-COEUR D'ALENE
205

(PRESCRIPTIVE RAW) �o � � �:
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MAYFIELD SPRINGS SITE BOUNDARY SYMBOL DESIGNATION
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NEW WATER MAINS
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PROPOSED WATERLINE
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WELL#2 SITE '1OFS�
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ENGINEERING AND ENVIRONMENTAL SOLUTIONS MAYFIELD SPRINGS PLANNED COMMUNITY
1161 W. RIVER ST.SUITE 130
PROJECT 139.0010.01
_ BOISE, IDAHO 83702 ELMORE COUNTY, IDAHO
DATE 0712017 208.780.3990
FIGURE NO.
wd=g•flfU=gS IDAHO OFFICES WATER SYSTEM FACILITIES MAP - FIGURE 3-2
BOISE-LEWISTON-COEUR D'ALENE
206

3.1.1 Surrounding Wells
A survey of well logs for wells adjacent to the PC indicate well depths range from 85 to 752 feet.
Use of surrounding wells is primarily domestic. Some wells are for irrigation only, and one well is
for cathodic protection. These wells provide insight into the potential production rates of the
Existing Well No. 1 and any future wells drilled. A key well is the Nevid Well located approximately
1.5 miles to the south east of the PC. This well has a reported capacity of 2,000 gpm with
drawdown of approximately 46 feet and will be a model for the wells drilled in Mayfield Springs.
Well driller logs for all surrounding adjacent wells are included as Appendix C and a map showing
existing wells can be found in Appendix D. A summary of construction characteristics for nearby
wells can be found in Table 3-1.
Table 3-1: Nearby Wells
Year Total Casing Water Well Static "Reported" Draw- Pumping
Owner Use Depth Diameter down Time
Drilled (feet) (inches) Level Capacity (feet) (hours)
(feet) (gal/min)
Guy Van Beek 1978 Unknown 375 8 160 N/A N/A N/A
Simco(J&M) 2019 Irrigation 840 10 N/A N/A N/A N/A
Nevid 2011 Municipal 822 16 344 2,000 46 96
Jim Phagan 2001 Domestic 569 6 481 17 N/A 2
Tim Anderson 2000 Domestic 665 6.625 528 20 N/A 1
Jerry Morton 1989 Domestic 584 6.625 460 25 N/A 2
Pamela Miller 1999 Domestic 616 5.438 450 N/A N/A N/A
Collin Homer 2015 Domestic 714 4.5 396 50 34 5
Craig Wilson 2005 Domestic 418 6.625 358 15 N/A 1
Tesoro 2015 Cathodic 300 1.25 N/A N/A N/A N/A
Logistics Protection
Agenbroad 1979 Irrigation 752 16 390 N/A N/A N/A
348104
Agenbroad 1979 Irrigation 85 14 N/A N/A N/A N/A
390978
3.2 Source of Supply
The Mayfield Springs PC will be supplied by water from the Permit to Appropriate Water
(No. 63-32225)and an irrigation Water right(No. 63-32616), described in Section 1.5. The source
of water supply for the PWS is groundwater. Initially, two wells will be utilized to meet the demands
of the early development phases with anticipated production capacities in the range of
800-1,200 gpm. In accordance with IDAPA 58.01.08 Section 501.17, a minimum of two wells is
required for system startup. The booster pumping facilities (Section 3.5) will supply demands in
excess of max day from an equalization volume held in storage at the storage reservoir
(Section 3.4). Therefore, a minimum of two wells will be required for initial phases of the project
and a third well facility will be drilled and constructed as needed for future phases of the project.
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3.2.1 Existing Well No. 1
One existing well (Well No. 1) has already been drilled at the Mayfield Springs PC location. This
well was drilled in 2011 under IDWR Permit No. 912619-891273 anticipated at 800-1,200 gpm in
preparation for the PC, but the housing market conditions of the time prevented the well from
being completed. The well was constructed with both 16-inch diameter casing and 10-inch
diameter stainless steel screen to a completed depth of 920 feet. A 10-20 sand filter pack was
used and the well was sealed with bentonite chips. Further information about this well can be
found in Appendix C. To-date, no well pump or well house has been installed.
3.2.2 Wells No. 2 and 3
Based on the above discussion, the key component of water system planning for this community
is development of sufficient potable and irrigation water supply to support continued development
of the PC. Well No. 2 will be completed during the initial phases of development to provide the
required redundant source of supply. Well No. 3 will be completed at a later date coinciding with
increases in demand. Wells No. 2 and 3 are anticipated to be of similar construction to Well
No. 1. These wells are estimated to be of the same size and depth as Well No. 1 with a 16-inch
diameter casing and 10-inch screen. Detailed design will occur within the Well Site Evaluation
and Preliminary Engineering Report.
3.2.3 Supply Summary
The Mayfield Springs PC is planned to be developed in 10 phases. Each phase of the
development will build successively from the previous phase's infrastructure. Groundwater well
supply capacity will be required to meet maximum day system demands and replenish any
equalization storage used throughout the day.
Table 3-2 summarizes source of supply declining balance for residential maximum day demand
throughout each phase of the PC's development. This balance assumes a conservative capacity
of 800 gpm per well. Actual well capacities are anticipated to be larger and will be determined
later when wells are drilled and pump tested.
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Table 3-2: Source of Supply Declining Balance (Residential Demand Only)
Customer Demand Well Balance
Max Day Demand Well Supply(Firm) Firm Surplus/ Well Supply Total Surplus
Phase Deficit Total / Deficit
(gpd) (gpm) (No.) (gpm) (gpm) (No.) (gpm) (gpm)
Phase 1 a 268,357 186 1 800 614 2 1,600 1,414
Phase 1b 678,158 471 1 800 329 2 1,600 1,129
Phase 1 c 781,354 543 1 800 257 2 1,600 1,057
Phase 1d 810,375 563 1 800 237 2 1,600 1,037
Phase 2a 926,068 643 2 1,600 957 3 2,400 1,757
Phase 2b 1,057,658 734 2 1,600 866 3 2,400 1,666
Phase 2c 1,186,268 824 2 1,600 776 3 2,400 1,576
Phase 3a 1,336,486 928 2 1,600 672 3 2,400 1,472
Phase 3b 1,522,836 1,058 2 1,600 542 3 2,400 1,342
Phase 1,967,639 1,366 2 1,600 234 3 2,400 1,034
Firm capacity= 1 well out of service
Table 3-3 summarizes the source of supply balance at build-out. This maximum day demand
includes residential and non-residential demand described in Section 2.
Table 3-3: Source of Supply Basis of Design at Build-out
Customer Demand Well Balance
Max Day Demand Firm Well Firm Surplus/ Total Well Total Surplus/
Phase uppi Deficit Su I Deficit
mgd gpm No. gpm gpm No. gpm gpm
Build-out 2.03 1,414 2 1,600 186 3 2,400 986
3.3 Water Quality
The available water quality data in surrounding wells is limited; however, it indicates groundwater
will be sufficient for domestic use. Laboratory results from the "Simco Well No. 1 Well Completion
Report" do not show any contaminants above their respective MCLs at the nearby Simco well.
Conversely, laboratory results from the nearby Nevid well arsenic result above the MCL at
0.014 mg/L. Water quality will be determined during the Well Completion Reports for each well
and appropriate actions will be taken.
3.4 Water Storage
A water storage reservoir will be constructed to ensure adequate pressure, peaking supply, and
fire protection are available to the PWS. The water storage reservoir will be capable of providing
for all the necessary storage requirements throughout the development stages to final build-out.
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The storage analysis for this report follows the requirements set forth in IDAPA code, Idaho Rules
for Public Drinking Water Systems as shown in Figure 3-3, the required components of storage
to be considered are as follows:
1. Operational Storage (OS)
2. Equalization (Peaking) Storage (ES)
3. Fire Suppression Storage (FSS)
4. Standby Storage (SB)
5. Dead Storage (DS)
Operating Storage(OS)
Equalization (Peaking) Storage
(ES)
Components of storage in
the Water System
Fire Suppression Storage
(FSS)
Standby Storage
Dead storage not included in
Dead Storage storage analysis (see
(DS) explanation below)
Figure 3-3: Graphical Representation of the Storage Components
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3.4.1 Operational Storage
Operational Storage (OS) is defined as the volume of the reservoir dedicated to supplying the
water system under normal operating conditions. This portion of storage is the volume that leaves
the reservoir while the supply pumps are not operating. The design operating volume should be
adequate to provide for the varying sensitivity of level measurement and automated control
system. However, the volume should be large enough to prevent excessive supply pump cycling.
The operational storage will be a 3-foot operating range. Volume estimates are provided below in
Section 3.4.6. Detailed design will occur within the Preliminary Engineering Report.
3.4.2 Equalizing Storage
Equalizing Storage (ES) is the volume component that provides for operational conditions under
which sources of supply cannot keep up with peak periods of demand. This storage fraction is
designed to supply the system during peak periods of diurnal demand and replenish during off-
peak hours. The ES volume estimate was determined using the 2013 Guidance for Determining
Equalization Water Storage for Public Water Systems published by IDEQ (2).
The minimum ES at build-out is estimated as follows:
ES = (5.4/24 day) * Max Day Demand
ES = (22.5% day) * 2,036,389 gpd = 458,188 gallons
3.4.3 Fire Suppression Storage
Fire Suppression Storage (FSS) is required in all public water systems where the source of supply
cannot meet fire flow requirements. According to the 20181nternational Fire Code it is anticipated
that fire protection will require a minimum of 1,500 gallons per minute fire flow for two hours for
residential units, with commercial areas requiring a minimum of 2,500 gallons per minute for two
hours.
The minimum FSS is estimated as follows
FSS = Fire Flow (gpm) * Flow Duration
FSS = 2,500 gpm * 2 hr= 300,000 gallons
3.4.3.1 Fire Flow Requirements
The PWS will be designed to accommodate for fire flow capacity in accordance with the
International Fire Code (IFC). IFC Fire flow requirements are dictated by the school that requires
a minimum of 2,500 gpm for a two-hour duration. This equates to approximately 300,000 gallons
of supply that must be held in storage or supplied by wells in excess of maximum day system
demands. Fire flow capacity requirements for single family residential structures will require a
minimum of 1,500 gpm for a two hours duration and 180,000 gallons held in storage.
As part of Mayfield Springs PC, it is anticipated that a new fire district will be formed to respond
to emergency/fire incidents. The new fire district will utilize Mayfield Springs public water system's
distribution system, pumping facilities and fire hydrants for all emergency events.
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3.4.4 Standby Storage
Standby Storage(SB) is defined as the component of storage that provides a measure of reliability
or safety factor should sources fail or unusually high demands occur. Standby storage is often
employed as a substitute for standby power on sources of supply. In the event of a power outage,
standby storage should be capable of supplying the water system with flow equaling the average
daily demand for 8 continuous hours.
The design will include standby power at the booster pumping facilities and the wells to ensue
firm capacity can be supplied. Therefore, standby storage is not required.
3.4.5 Dead Storage
Dead Storage (DS) is defined as the volume of water that is either not available for use in the
system or can provide only substandard flow and pressure. Dead storage in this case will be the
volume necessary to prevent vortexing and air entrainment into the suction line of the connected
booster pumps. Tank level sensors will shut off the booster pumps when the water level has
dropped to within approximately 1.5 ft of the tank floor. Volume estimates are provided below in
Section 3.4.6. Detailed design will occur within the Preliminary Engineering Report.
3.4.6 Storage Summary
The proposed Mayfield Springs water system will be able to be served from one centrally located
reservoir. A preliminary design concept utilizing a standard bolted steel tank design from the Tank
Connection TM manufacturer are as follows. Detailed design will occur in the Preliminary
Engineering Report.
Tank Diameter Tank Fill Height Tank Capacity
83 feet 24.5 feet 957,505
Table 3-4 below displays the estimated volumes of storage components for the proposed
reservoir incorporated the components mentioned above. The storage reservoir will be designed
to store at minimum 950,000 gallons. It should be noted that OS and DS will vary depending on
actual storage reservoir selection determined within the Preliminary Engineering Report.
Table 3-4: Storage Reservoir Storage Balance
Storage gallons
Operational Storage (OS) 121,941
Equalizing Storage(ES) 458,188
Fire Suppression Storage(FSS) 300,000
Standby Storage(SB) 0
Dead Storage(DS) 60,971
Total 941,099
Tank Capacity 957,505
Surplus/(Deficit) 16,406
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3.5 Booster Pumping Facilities
A booster pump station will be installed to deliver adequate pressure and fire flow to all users
within the distribution system. The booster station will include booster pumps of sufficient size
and quantity to provide the following:
Facility and Desiqn Standards: Pumping Facilities
The design requirements for pumping facility (IDAPA 58.01.08 Section 541.02) state that
the public water system shall be capable of providing, with any pump out of service, peak
hour demand or maximum day demand plus equalization storage.
Fire Flow
Fire flow was discussed prior in Section 3.4.3 and was determined to be 2,500 gpm. Fire
flow shall be provided with any pump out of service.
Redundant Fire Flow Capacity
To satisfy the requirement for redundant fire flow capacity the public water system facilities
will have the capacity to supply maximum day demands plus fire flow (IDAPA 58.01.08
Section 501.18).
Design criteria for the aforementioned conditions are summarized in Table 3-5. To satisfy the
reliability and emergency operations requirement (IDAPA 58.01.08 Section 501.07) standby
power with automatic transfer switch will be provided in the event of a power outage. This is
described in more detail in Section 3.9.
Table 3-5: Booster Pumping Facility Design Criteria
Condition Value Unit
Peak Hour Demand 3,370 gpm
Max Day Demand + Equalization Storage 1,414+458,188 gpm +gallons
Fire Flow 2,500 gpm
Redundant Fire Flow Capacity 3,914 gpm
(Max Day Demand + Fire Flow)
Wells No. 1 and No. 3 will pump directly to the distribution system and will be able to supplement
the booster pump station. A preliminary design concept is shown in Table 3-6. This preliminary
concept illustrates the minimum operational requirements of the booster station combined with
the wells to meet the design criteria. It should be noted that Well No. 2 does not pump directly to
the system. Well No. 2 pumps directly to the storage reservoir and therefore is only available to
replenish any storage volume utilized by the booster pumping facilities. Detailed design will occur
within the Preliminary Design Report.
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Table 3-6: Booster Pumping Facilities Preliminary Design Concept
Equipment Peak Hour Max Day+ Redundant
Equipment Capacity Demand Equalization Fire Flow Fire Flow
(gpm) m Stora e0) (gpm) (gpm)
Requirement 3,370 1,414 2,500 3,914
Wells Pumping to System
Well 1 800 800 800 800 800
Well 3 800 800 x x 800
Well Capacity 2,400 1,600 800 800 1,600
Booster Pumping Facilities
Jockey 100 100 100 100 100
Low 200 400 200 200 400
Mid 400 400 400 400 400
Mid 400 400 x 400 400
High 800 800 x 800 800
High 800 x x x 800
Booster Capacity 2,700 1,900 700 1,900 2,900
System Capacity 5,100 3,500 1,500 2,700 4,500
(1) Time for Well No. 2 to replenish Equalization Storage=9.5 hrs
3.6 Operating Pressure
Water service elevations within the PC will range from approximately 3,350 feet to 3,450 feet. A
single pressure zone is anticipated for the PC with systems pressures estimated to range
from 40 - 83 psi (Table 3-7). The pressure zone shall be designed in compliance with IDAPA
58.01.08 Section 552.01(b). A Preliminary Engineering Report will develop detailed design and
determine pressure requirements. All services with pressures above 80 psi will have in-home
pressure reduction per the Idaho State Plumbing Code.
Table 3-7: Pressure Ranges for Single Pressure Zone')
Low Pressure Setting High Pressure Setting
Ground Elevation 3,450 ft. 3,350 ft.
HGL 3,542 ft.
Pressure 40 psi 83.3 psi
Ground elevation of Reservoir/Booster assumed at 3,390 ft.
WSE of Storage Reservoir at 3393 ft.
Static Discharge Pressure at Booster Pumping Facility=65 psi
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3.7 Transmission and Distribution
Transmission and distribution lines will be provided throughout the PC with a minimum pipe size
of 6-inch. The water system will be adequately looped and blow offs provided on dead-ends where
necessary. Pipeline material will consist of C900 PVC DR 18 and fittings will be manufactured of
ductile iron with mechanical joints or flanged, restrained as necessary. Isolation gate valves will
be provided at intersections as necessary for purposes of mainline isolation, potential mainline
breaks, and for future maintenance.
A preliminary design concept (Figure 3-4) illustrates the transmission and distribution mains
comprised of 8, 12, and 16-inch water mains with approximate lengths in Table 3-8. While not
shown on Figure 3-4, 6-inch mains are reserved for short dead-ends and cul-de-sacs. This
estimate is subject to change pending further hydraulic modeling, modifications to the platted lots
and ground topography. A detailed design will occur within the Preliminary Engineering Report.
Table 3-8: Transmission and Distribution Main Lengths
Distribution Main Size Approximate Length (ft)
6-Inch 5,000
8-Inch 60,000
12-Inch 17,000
16-Inch 38,000
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(PRESCRIPTIVE RAW) �o � � �:
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SITE BOUNDARY SYMBOL DESIGNATION
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ENGINEERING AND ENVIRONMENTAL SOLUTIONS MAYFIELD SPRINGS PLANNED COMMUNITY
` 1161 W. RIVER ST.SUITE 130
PROJECT 139.0010.01 � _ BOISE, IDAHO 83702 ELMORE COUNTY, IDAHO
DATE 0712017 7{ 208.780.3990
FIGURE NO. Mountain
11 a?B)tWORKS IDAHO OFFICES TRANSMISSION & DISTRIBUTION MAP - FIGURE 3-4
BOISE-LEWISTON-COEUR D'ALENE
216

3.8 Communication and Control
A communication and control system will be designed in conjunction with the new community
water system. The SCADA system will optimize the operation and energy utilization of well and
booster pumping facilities while providing the water elevation in the reservoir for pump control.
The control system will include a Human Machine Interface (HMI), radio communication, SCADA
software and programming.
Components of the Communication and Control system will include:
• Control Room at Booster Station
o SCADA to monitor water system
• Booster Pumps
o System pressure sensor
o Instantaneous and totalizing flow metering
o Pump controls
• Storage Reservoir
o Water level sensor
• Wells
o Ground water level sensors
o Instantaneous and totalizing flow metering
o Well pump controls
3.9 Standby Requirement
Standby requirements will be in accordance with IDAPA Section 501.07. No gravity service is
provided from the storage reservoir and all service is provided via the wells or booster pumping
facilities. The design will include standby power at the booster station and any well necessary to
comply with the requirements of the rules. This will ensure that system operating pressures are
maintained for a minimum of eight (8) hours at average day demand plus fire flow. Design criteria
at build-out is summarized below in Table 3-9.
Table 3-9: Standby Requirement Design Criteria
Average Day Demand Fire Flow Standby Requirement
1.15 mgd 804 gpm 2,500 gpm 3,304 gpm
At build-out standby power will be provided at the booster station, Well No. 1 and Well No. 2.Well
No. 2 is included for standby power despite not supplying the distribution system directly as it is
intended to be located near the booster pumping facilities. This will allow for a centralized
emergency generators and fuel storage. Standby storage capacity will be fulfilled via Well No. 1
and the booster pumping facilities A preliminary design concept is provided below in Table 3-10.
Detailed design will occur within the Preliminary Engineering Report.
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Table 3-10: Standby Power Preliminary Design Concept
Equipment Equipment Capacity Require 8-Hours Standby Capacity
(gpm) Standby Power (gpm)
Wells
Well 1 800 Yes 800
Well 2 800 Yes 00)
Well 3 800 No 0
Standby Well Capacity 2,400 800
Booster Pump Station
Jockey 100 Yes 100
Low 200 Yes 200
Mid 400 Yes 400
Mid 400 Yes 400
High 800 Yes 800
High 800 Yes 800
Booster Station Capacity 2,700 2,700
Total Capacity 5,100 3,500
(1)Well 2 discharges to storage reservoir and not directly to system
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Section 4 Water System Management
4.1 Operation and Maintenance
The Developer will initially own the new PWS up to 70% of buildout. At 70% of buildout ownership
will be transferred to one of three (3) ownership models:
• Owned and operated by the Home Owners Association,
• Private utility regulated under the Public Utilities Commission (PUC), or
• Water and sewer district
Up until 70% of buildout or 1,623 residential lots are constructed all O&M expenses will be
transferred to homeowners through a water-rate structure in accordance with AWWA's Manual of
Practice M1, Principles of Water Rates, Fees and Charges.
Regardless of the ownership model, the water system will be operated in accordance to IDEQ
and EPA requirements. EPA sets the federal water quality standards as part of the Safe Drinking
Water Act; however, IDEQ has primacy regarding public drinking water regulation. Consequently,
the proposed community water system will be operated/maintained in accordance to IDAPA
58.01.01, Idaho Rules for Public Drinking Water Systems.
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Section 5 Impact from Proposed Wastewater
Facilities
Currently there is no wastewater infrastructure installed within the service area. It is anticipated a
stand-alone wastewater treatment, collection, and disposal system will be constructed and
operated by the Developer. Please refer to the companion document "2019 Wastewater Facility
Plan".
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Section 6 ENVIRONMENTAL CONDITIONS
Mayfield Springs is located in Elmore County, Idaho approximately 16 miles southeast of Boise,
Idaho along the 1-84 corridor. The planning area is adjacent to and north of Interstate 84, in a
gently sloping drainage area that feeds Indian Creek Reservoir. The potential affected
environment impacts for the proposed water system are evaluated and discussed below.
6.1 Planning Area and Land Use
The planning area of the PWS is owned and will be initially operated by the Developer. The
majority of the land surrounding the development is open range land that is seasonally used for
cattle operations. There is a small residential development of approximately 20 homes north of
the planning area; the homes will not be affected by the development of Mayfield Springs.
The type of treatment selected will not significantly impact the planning area and surrounding land
use. The area is not currently zoned within the Elmore County 2014 Comprehensive Plan. A
county application is being prepared parallel to this Facility Plan with the intention to zone this
area as a "Planned Community". All of the treatment alternatives meet regulatory treatment
requirements. There is adequate land for the foot-prints of the proposed wastewater system.
6.2 Soil, Geology, and Topography
Mayfield Springs is located on the Mountain Home Plateau. All streams are ephemeral, draining
toward the Snake River to the south and west of the development. The "Geological Map of the
Mayfield Area, Ada and Elmore Counties, Idaho" produced by the Idaho Geological Survey
indicates that the underlying soils are predominantly stratified sand and very fine gravels covered
by fluvial-Iacustrine sediments. A near-by well, Nevid Well (Tag No. D0057901), indicates varying
layers of sands and clays throughout its lithologic log.
The USDA Natural Resources Conservation Service (USDA NRCS) soil resource report
generated for the planning area is split between counties, therefore differs in consistency of
reporting. The Ada County side of the border is described as being dominated by two types of
soils, Chilcott-Sebree complex and Lankbush-Brent sandy Ioams. The Chilcott-Sebree complex
is described as being silty clay loam that is moderately saline; this soil can be used as farmland
if irrigated, and reclaimed of excess salts. The Lankbush-Brent sandy loam soil is derived from
igneous rock and is not prime farmland. The Lankbush-Brent sandy loam soil is well drained and
makes it a good candidate for wastewater reuse land application.
The Elmore County map is dominated by Lankbush-Lanktree complex soil as well as Haw-
Lanktree complex soil. The Lankbush-Lanktree complex soils are similar to the above mentioned
Lankbush-Brent sandy loam soils, they are also well drained and suitable for wastewater reuse
land application. The Haw-Lanktree complex soils are also composed of a sandy loam material,
are not prime for farmland, but are well drained and also suitable for wastewater reuse land
application. See Appendix E for the geologic map, Nevid Well Driller's Log and full NRCS soil
resource report.
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6.3 Climate
The climate at Mayfield Springs is characterized by moist, relatively mild winters and warm, dry
and sunny summers. The monthly temperatures are in the mid-20's (OF) in January and in the
high 80's in July. The average growing season is approximately 210 days with annual precipitation
of 11 inches. The average snowfall for the year is approximately 20.08 inches (NOAA- Mountain
Home Idaho).
6.4 Flood Plains
The entire planning area has been deemed Zone X according to the Flood Insurance Rate Map,
meaning the area is outside of the 500-year flood plain. The Federal Emergency Management
Agency (FEMA) flood plain map is provided in Appendix F.
6.5 Wetlands
A wetlands map of the area, produced by the US Fish and Wildlife Service's (USFWS) National
Wetlands Inventory, is included in Appendix G. Although wetlands are shown on the map
provided, these designated wetlands are located outside of the planning area, are not near any
of proposed public water system alternatives, and will not be affected by this project.
Wetland disturbance is not anticipated, but if necessary, any disturbance to wetland areas will
require a 404 Permit issued by the US Army Corps of Engineers (USACE) and will be pursued
for construction.
6.6 Wild and Scenic Rivers
No wild or scenic rivers are located within or near the planning area and none will be impacted as
a result of the proposed public water system.
6.7 Cultural Resources
The proposed water and wastewater facilities will not disturb or adversely affect any known
cultural or historic resources nor will the type of treatment alternative impact or be impacted by
any known cultural resources. If resources are found during construction operations will halt, they
will be covered in place and the Idaho SHPO will be notified immediately.
6.8 Flora and Fauna
Within the development area, there is one species listed as "candidate, proposed, and threatened
species". Species and habitat summaries are included in this report, and a USFWS Species List
is included in Appendix H.
Slickspot Peppergrass (Lepidium papilliferum)
This plant is "proposed" with "proposed critical habitat" in Ada and Elmore Counties. It is a native
desert flower found only in small parts of southern Idaho within the sage-steppe ecosystem. As
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its name suggests, this flower grows only where puddles or small pools form after rains or snow,
and then dry up in the hot arid climate.
There are no critical habitats, refuge lands, or fish hatcheries within the project area. Any activities
that may result in impacts to migratory birds, eagles, and their habitats will follow the appropriate
conservation measures as outlined in Appendix H.
6.9 Recreation and Open Space
The proposed development and associated public water facilities will not eliminate or modify any
existing recreational open space, parks, or areas of scenic recreational value. The proposed
public water system will not impact or be impacted by recreation and open spaces.
6.10 Agricultural Lands
There are no agricultural lands within the vicinity of the project. The proposed wastewater system
will not impact or be impacted by any agricultural lands.
6.11 Air Quality and Noise
The primary impact related to air quality and noise associated with the proposed wastewater
system will occur during construction. Dust control measures will be implemented during
construction to limit the formation of dust. The construction equipment will be required to meet
applicable emission standards and best management practices, and will be employed to minimize
construction related disturbances.
Odor resulting from the proposed wastewater system will be minimal. The site was specifically
selected because it is not located near significant residential development.
Noise levels during construction will not be significantly higher than the current freeway traffic
adjacent to the site. Long-term noise levels are not a concern with any of the alternatives as the
major mechanical equipment would be housed in concrete tanks or inside of buildings. The type
of treatment facility will not impact or be impacted by air quality and noise characteristics.
6.12 Energy Consumption
The proposed wastewater system will include electrical equipment for wastewater processing. All
of the equipment will be specified with high energy efficient motors and where applicable, will be
operated by variable frequency drives to allow power turndown.
6.13 Water Quality, Quantity and Sole Source Aquifers
6.13.1 Sole Source Aquifer
The Mayfield Springs Development is not located within any designated sole source aquifers or
contribution zones (Appendix 1).
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6.13.2 Surface Water
There is a small, seasonally wet creek named Indian Creek north of the planning area that drains
into a small reservoir to the west named Indian Creek Reservoir. The public water system
installation will not adversely affect any surface water quantity or quality.
6.13.3 Groundwater
As indicated by the well delineations for the Boise Stage Stop, east of the planning area,
groundwater flow is from north-east to south-west(see Appendix J). Area groundwater wells are
indicated on a map in Appendix C. Wells in the vicinity of the planning area are, on average,
completed between 500 and 600 feet bgs (below ground surface). The sediments and basalt of
the Bruneau Formation are the primary aquifers in the Mountain Home area. Groundwater
withdrawn from this formation comes from thin but extensive series of sand beds just below the
lower basalt unit. Recharge is limited due to the low amount of precipitation and high
evapotranspiration rates (3).
Additional groundwater information can be gleaned from the Water Supply Assessment
(Appendix K) and Public Water System Well Engineering Report, Well Site Evaluation, and Well
Specification (Appendix L).
The location of new domestic wells will be strategically located relative to the existing wells. The
new wells will also be drilled at a much greater depth (approximately 900 feet bgs) and thus will
have no impact on and will not be impacted by groundwater.
6.13.4 Hydrogeological Setting
Mayfield Springs PC drilled Well No. 1 (Well Tag No. 00060006) in November of 2011 under
drilling permit 912619-861273 and a Permit to Appropriate Water No. 63-32225. The well was
completed with 16" diameter steel casing and 10" diameter stainless steel screen to a depth of
920 feet. The underlying aquifer was found to consist of productive water bearing zones from
700 — 920 feet below ground. The water bearing zones are reported as blue gray sand, coarse
sand and gravel, and fine sand between intermittent thin clay lenses. A static water level of 445'
was observed during drilling and the bottom hole temperature was noted at 790. The remains to
be officially pump tested and completed under an IDEA Well Completion Report. This Well No. 1
is intended to become one of the initial wells to start the public water system for the PC.
Based on data from existing wells in the area, each of the Mayfield Springs proposed wells are
anticipated to produce approximately 800-1000 gpm. Production rates of 800 gpm per well have
been assumed for this Facility Plan. All new wells associated with this project will be located in
Elmore county on land controlled by the developer in accordance with the permitted points of
diversion.
Additional groundwater information can be gleaned from the Water Supply Assessment
(Appendix K) and Public Water System Well Engineering Report, Well Site Evaluation, and Well
Specification (Appendix L).
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6.14 Transportation
Traffic will steadily increase to the planning area as the residential development is constructed.
Short-term traffic to the site will increase as construction workers and equipment access the
construction site for any of the alternatives considered. In the long-term, the project will add
minimal increased traffic from wastewater operations staff entering and leaving the site. Site
access will be provided from existing access locations on Desert Wind Road and Regina Road.
6.15 Land Use
Current land use near Mayfield Springs is primarily livestock grazing with limited irrigated farming.
Lands immediately north of the PC have been developed for residential use. There are
approximately 20 homes currently located in this adjacent development, all of which are served
by domestic wells and on-site sewer treatment systems.
6.16 Socioeconomics
Major economic draws to the Mayfield area currently include the Boise metro-center and the US
Air Force Base near Mountain Home. It is expected that Mayfield Springs may initially serve as a
bedroom community for families in which one member is employed at the Base in Mountain Home
since the Community is located near the half-way point between the Base and Boise. Previously,
it has been challenging for spouses of military personnel to find gainful employment in and around
Mountain Home because the local economy is dominated so heavily by the base.
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Section 7 REFERENCES
1. Design Flows - Public Water System. Marchus, Monty G. 4, Boise, ID : Idaho Department of
Environmental Quality, July 9, 2007.
2. Idaho Department of Environmental Quality. Guidance for Determining Equalization Water
Storage for Public Water Systems. Drinking Water Program. 2013.
3. —. Boise Stage Stop (PINS 4010003) source Water Assessment Final Report. Boise : s.n.,
2002.
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Appendiy
Water Right Documentation
(Water Permit No. 63-32225; Water Right No. 63-32616)
Mayfield Springs Water Facility Plan
227

IDAHODepartment of
Water Resources
Home Water Rights Research Search Water Rights
WATER RIGHT REPORT
6/12/2019
IDAHO DEPARTMENT OF WATER RESOURCES
Water Right Report
WATER RIGHT NO. 63-32616
Owner Type Name and Address
Current Owner GREGORY B JOHNSON
2037 E TERZA
MERIDIAN, ID 83642
Directors Report Owner GABLE A RANCH
C/O C AGENBROAD
HC 34 MAYFIELD STAGE
BOISE, ID 83706
2083431924
Directors Report Owner SANDRA R HELMICK
HC 34
BOISE, ID 83716
2083869679
Directors Report Owner KEITH 0 NEIL HELMICK
16 E INDIAN CREEK RD
MAYFIELD, ID 83716
2083869679
Priority Date: 10/17/1974
Basis: Decreed
Status: Active
Water Supply Bank Status: Active
Source Tributary
GROUND WATER
Beneficial Use From To Diversion Rate Volume
228

IRRIGATION 03/15 11/15 2.37 CFS 651 .3 AFA
Total Diversion .37 CFS
Location of Point(s) of Diversion:
GROUND WATER NESW Sec. 281Township 01 N Range 04E ADA County
Place(s) of use:
Place of Use Legal Description: IRRIGATION ADA County
Township Ran a Section Lot Tract Acres Lot Tract Acres Lot Tract Acres Lot Tract Acres
01 N 04E 28 SWNE 27 SENE 32
NESW 9
NESE 39 NWSE 38
Total Acres: 145
Conditions of Approval:
1. S39 THE USE OF WATER FOR IRRIGATION UNDER THIS RIGHT MAY BEGIN AS EARLY AS
MARCH 1, PROVIDED OTHER ELEMENTS OF THE RIGHT ARE NOT EXCEEDED. THE
USE OF WATER BEFORE MARCH 15 UNDER THIS REMARK IS SUBORDINATE TO ALL
WATER RIGHTS HAVING NO SUBORDINATED EARLY OR LATE IRRIGATION USE AND A
PRIORITY DATE EARLIER THAN THE DATE A PARTIAL DECREE IS ENTERED FOR THIS
RIGHT.
2. C18 This partial decree is subject to such general provisions necessary for the
definition of the rights or for the efficient administration of the water rights as
may be ultimately determined by the Court at a point in time no later than the
entry of a final unified decree. Section 42-1412(6), Idaho Code.
3. This right is a split from former right 63-8051 .
Dates:
Licensed Date:
Decreed Date: 0 1/14/2009
Enlargement Use Priority Date:
Enlargement Statute Priority Date:
Water Supply Bank Enrollment Date Accepted:
Water Supply Bank Enrollment Date Removed:
Application Received Date:
Protest Deadline Date:
Number of Protests: 0
Other Information:
State or Federal: S
229

Owner Name Connector:
Water District Number: 161
Generic Max Rate per Acre:
Generic Max Volume per Acre:
Civil Case Number:
Old Case Number:
Decree Plantiff:
Decree Defendant:
Swan Falls Trust or Nontrust:
Swan Falls Dismissed:
DLE Act Number:
Cary Act Number:
Mitigation Plan: False
Water Supply Bank:
Lessor Nanne(s): GREGORY B JOHNSON
Lease Status: Active
Lease Amount: Part
Rental Availability: All
Date Received: 10/2/2012
Lease Begin Date: 1/1/2013
Expiration Date: 12/31/2017
230

WATER SUPPLY BANK LEASE CONTRACT No. 734
This Lease Contract ("Lease") is between the Idaho Water Resource Board ("Board"), and
RECEIVED
LESSOR: GREGORY B JOHNSON
2 MAR 0 2 2018
037 E TERZA
MERIDIAN, ID 83642 DEPARTMENT OFWATER RESOURCES
RECITALS
1. The Board is authorized under chapter 17, title 42, Idaho Code to operate a water supply bank and to
contract with lessors to act as an intermediary in facilitating the rental of water.
2. The Lessor has filed a completed application to lease water rights described below into the Water
Supply Bank on forms supplied by the Idaho Department of Water Resources and received by the
Department on Friday, December 29, 2017.
3. The Director of the Idaho Department of Water Resources has reviewed the application for compliance
with the Water Supply Bank rules and has approved the Lease subject to conditions listed below.
NOW, THEREFORE, in consideration of the mutual covenants and contracts herein contained, and other
good and valuable consideration,the receipt of which is hereby acknowledged,the parties hereto agree as
follows:
1. WATER RIGHTS: The Lessor shall lease and the Board shall accept into the Bank the
Applicant's water rights described as follows:
Summary of Water Rights or Portions Leased to the Bank
Water Priority Source Diversion Diversion Acres
Right No. Date Rate(CFS) Volume (AC)
AF
63-32616 10/17/1974 GROUNDWATER 0.67 184.2 41.0
Lease Totals 0.67 184.2 41.0
2. COMPENSATION:The Lessor shall accept and the Board shall pay compensation determined
by the amount of water rented under the following rental rate during such times as the water is
rented from the Bank over the term of this Lease.
Minimum Payment Acceptable: Current Rental Rate
3. TERM OF LEASE: The term of this lease shall be January 1, 2018 to December 31, 2022.
This Lease shall bind the parties and take effect when both parties have signed it.
4. WATER SUPPLY BANK CONDITIONS OF ACCEPTANCE: The Lessor shall abide by all
terms and conditions contained in the Water Supply Bank Conditions of Acceptance, attached
hereto as"Attachment A"and incorporated herein by this reference.
Page 1 of 5
231

WATER SUPPLY BANK LEASE CONTRACT No. 734
5. CHANGE OF WATER RIGHT: This lease specifies water right elements including but not
limited to:diversion rates;diversion volumes; number of acres authorized to be irrigated;places
of use; points of diversion; beneficial uses; and seasons of use. During the term of this lease,
if a water right is administratively changed due to a water right split and renumbering,this lease
may be reduced by an equal amount to reflect the water right elements as legally defined under
the water right. If a lease contract cannot be reduced sufficient to reflect the legal definition of
a water right as amended through a water right split and/or water right transfer,the Board may
release the water right from the Water Supply Bank.
6. ASSIGNMENT OF CONTRACT: This lease is between the Board and the Lessor, who is the
recognized owner or designated representative of the recognized owners of water rights
described herein. Should ownership of any part of a water right herein described change during
the term of this lease, either through a water right split, a water right transfer, sale of property
to which the water right is appurtenant, or through any other recognized water right
reassignment, the lease benefits and obligations to the conditions of acceptance for any such
water rights will be assigned to the new owners.
7. DUPLICATE ORIGINAL: This Lease is executed in duplicate. Each of the documents with an
original signature of each party shall be an original.
Page 2 of 5
232

WATER SUPPLY BANK LEASE CONTRACT No. 734
IN WITNESS WHEREOF, the parties have executed this Contract on the date following their respective
signatures.
LESSOR: GREGORY B JOHNSON
2037 E TERZA
MERIDIAN, ID 83642
By
Title O
Date
IDAHO WATER RESOURCE BOARD
322 East Front Street
P.O. Box 83720
Boise, ID 83720-0098
9 By Z�oDate l2 /? 41
Brian on, Acting Administrator
Idaho Water Resource Board
Lease approved by IDWR IA Date 3
Page 3 of 5
233

WATER SUPPLY BANK LEASE CONTRACT No. 734
ATTACHMENT A
WATER SUPPLY BANK CONDITIONS OF ACCEPTANCE
The water rights or portions thereof leased to the bank are described as follows:
Source and Location of Point(s)of Diversion for Water Right No(s): 63-32616
GROUND WATER NESW Sec. 28 Twp 01 N Rge 04E ADA County
Season of Use Diversion Volume
Water Right Beneficial Use From To Rate (AF)
CFS
63-32616 IRRIGATION 03/15 1 to 1 11/15 0.67 cfs 184.2 AF
Totals: 0.67 cfs 184.2AF
PLACES OF USE TO BE IDLED UNDER THIS LEASE: IRRIGATION
Twp Rng Sec E W W E NE NWSW SE NE NW SW SE NE NW SW SE NE NW SW I SE Totals
01 N 04E 1 28 1 1 2.0 r6.0 I I I 11.0 2.0 1 41.0
Total Acres: 41.0
ADDITIONAL CONDITIONS OF ACCEPTANCE
1. The water rights referenced above will be rented from the bank at the current rental rate.
2. There is no rental payment to the lessor of the water right if the right or a part thereof is not rented
from the bank.
3. While a right is in the bank,the lessor may not use the right without approval of the Department even
if the right is not rented from the bank. Any violation of the terms of this lease may result in
enforcement procedures pursuant to Idaho Code§ 42-351 for illegal diversion and use of water and
may include civil penalties pursuant to Idaho Code §42-1701 B.
4. A right accepted into the bank stays in the bank until the Board releases it, or the lease term expires.
A right may be released from the bank upon request, provided the Board approves the release.
Unless approved by the Department, leased rights may not be immediately available for release.
5. While a water right is in the bank, forfeiture provisions are stayed pursuant to Idaho Code § 42-
223(5).
6. Rental of water under this right is subject to the limitations and conditions of approval of the water
right.
7. Failure of the right holder to comply with the conditions of acceptance is cause for the Director to
rescind acceptance of the lease.
8. Acceptance of a right into the bank does not, in itself, confirm the validity of the right or any elements
of the water right, or improve the status of the right including the notion of resumption of use. It does
not preclude the opportunity for review of the validity of this water right in any other Department
application process.
9. In accordance with Idaho Code § 42-248 and §42-1409(6), all owners of water rights are required to
notify the Department of any changes in mailing address or change in ownership of all or part of a
water right. Notice must be provided within 120 days of the change.
ILPage 4 of 5
234

WATER SUPPLY BANK LEASE CONTRACT No. 734
10. If a water right leased into the Water Supply Bank is sold or conveyed during the lease term, and if
the leased right was rented,the rental proceeds will be disbursed in the following manner regardless
of any arrangements between the buyer(s) and seller(s)to the contrary:
a. Rental payments will go to the lessor(s) of record at the beginning of the rental season, even
if the Department processes a Notice of Change in Water Right Ownership during the rental
season.
b. New lessor(s) of record will receive payment for any subsequent rental seasons.
11. The water right(s) is leased to the bank subject to all prior water rights and shall be administered in
accordance with Idaho law and applicable rules of the Department of Water Resources.
12. The use of water for irrigation under this right may begin as early as March 1, provided other
elements of the right are not exceeded. The use of water before March 15 under this remark is
subordinate to all water rights having no subordinated early or late irrigation use and a priority date
earlier than the date a partial decree is entered for this right.
13. This partial decree is subject to such general provisions necessary for the definition of the rights or for
the efficient administration of the water rights as may be ultimately determined by the Court at a point
in time no later than the entry of a final unified decree. Section 42-1412(6), Idaho Code.
Page 5of5
235

Idaho Water Resource Board
Water Supply Bank Lease Contract No. 734
63-32616
Effective until December 31, 2022
This map depicts the place of use to be idled pursuant to the lease
contract and is attached to the contract solely for illustrative purposes.
4
1
- - - '27
p Approved Lease Point of Diversion
Approved Lease Place of Use
Township/Range N
Sections
Feet
QQ 0 500 1,000 1,500
I
—--236

Form42-1761-1 10A5 STATE OF IDAHO RECEIVED
WATER RESOURCE BOARD
DEC 2 9 2017
APPLICATION TO SELL OR LEASE A WATER RIGHTDEPAP'i
TO THE WATER UPPLY BANK WATER RE60U''GES
Designated Applicant 4 r v E. Water Right No. ���� l9l Y✓
(Select one own see item 1 on the applic n) (One water right per application)
Is this application being submitted with a rental application as a lease/rental package? Yes❑ No JiQ
This application must be prepared in accordance with the minimum requirement checklist below. Use this checklist to ensure all
necessary documentation has been provided. This checklist is part of the lease application and must be included with the lease
application.Applications that do not meet the minimum requirements will not be processed and may be returned or denied.
MIMUMUM REQUIREMENT CHECKLIST
All items must be checked as either Attached es or Not Applicable(N/A
Yes
Completed Application to Sell or Lease a Water Right to the Water Supply Bank.
Application filing fee of $250.00 per water right. If you are submitting more than one lease
application and the water rights have an overlapping,common place of use,or a common diversion
rate or volume,the total fee for all water rights is$500.00.For places of use, multiple water rights
must be used to irrigate the same lands in order to qualify for the joint filing fee. Individual filing
fees are required for water rights that share a common permissible place of use but which cover
separate acres within the permissible place of use.
Confirmation this form has been printed single sided,per requirement of the Water Supply Bank.
Attachment N/A Yes
lA ❑ Signatures and contact information for all owners of the water right to be leased or sold on this
application.
1B ❑ tZ An Internal Revenue Service(IRS)Form W-9 for the Designated Applicant.
1C 0 ❑ Notice of Change in Water Right Ownership form(accessible from www.idwr.idaho.govl.
1D [Xj ❑ Contact information for an authorized representative and documentary proof they are authorized to
represent the Designated Applicant on this application. If the Designated Applicant is a business,
partnership, municipality, organization or association, include documents identifying officers
authorized to sign or act on behal of th enti
�a Qo F-ft ,off- +C44"x� -"'
2 ® ❑ Description of a water right portion offered to the Water Supply Bank.
3 ® ❑ A k4 �that clearly outlines the specific location where irrigated acres will be dried up, or where a
beneficial use of water will be suspended.You have the option of printing a map using the map tool
on IDWR's website at:www.idwr.idaho.cov.
4A IS ❑ Written consent from irrigation tstrict o water delivery cognpany.
4G El ElEvidence emonstrating the water right has not been forfeited pursuant to Section 42-222(2), Idaho
Code.
Department Use Only
Fee Amount$ 2 S U Received By: Date Received: IZ/2 ZQ 1-1 Receipt# L` (04 t-(Ej7
..............................................................._......................... ..........—.................................................................. ..............................W_......
--_..•--••--•--•-•-----------.....-.....--.
W-9 received. Yes M No❑ (Route W-9 to Fiscal) ; Name on W-9:
1I 6
237

STATE OF IDAHO
WATER RESOURCE BOARD
APPLICATION TO SELL OR LEASE A WATER RIGHT
(Continued)
1. CONTACT INFORMATION
A. This application must be completed by a Designated Applicant who is a current owner of the water right being sold or leased
to the Water Supply Bank. If there are additional current owners, those individuals must authorize the Designated Applicant
to represent them on this application by completing and signing Attachment 1 A of this application package.
Designated Applicant t''-2, o ✓-S
Mailing Address a E in:74 Z—
Street City State Zip Code
`K
Email Address 1"" Ge, phone Number 98�
jo The Designated Applica t is the sole owner of the water right being sold or leased to the Water Supply Bank.
OR
❑ The Designated Applicant is representing additional water right holders who have completed Attachment IA.
B. Has the Designated Applicant submitted an IRS Form W-9 to this Department within the last 2 years? Yes No❑
If no,complete the form and attach to this application(Attachment 113).
C. Are all applicants on this form listed in IDWR's records as the current owners of the water right? Yes No❑
If no,attach a Notice of Change in Water Right Ownership form along with the required documentation and fee(Attachment I C).
D. Is this application being completed by an authorized representative of the Designated Applicant? Yes❑ No
If yes,representatives(includes employees of Designated Applicant companies)must complete this section and submit documentary proof
of their authority to represent the Designated Applicant(Attachment 1D).
Name of Representative Organization
Professional Title Email Address
Mailing Address Phone Number
❑ Send all correspondence for this application to the representative and not to the Designated Applicant.
OR
❑ Send original correspondence to the Designated Applicant and copies to the representative.
2. DESCRIPTION OF WATER RIGHT OFFERED TO THE BANK
❑ The full water right is being offered to the Bank.
OR
® A part of the water right is being offered to the Bank.
If a portion of the water right is being ffered,complete Atta hment 2.
cS�iP� e'vi�/Y
3. MAP
Attach a map of the point(s)of diversion and place(s)of use proposed to be idled by this lease application.Make sure the idled
place of use is outlined and annotated with legal land descriptions(Township,Range,Section and Quarter-Quarters)or with GPS
coordinates.For irrigation purposes, mark the number of acres you desire to idle. If the water right proposed for lease is located
within a permissible place of use (PPU) and portions of the PPU will continue to receive water from non-leased water rights,
clearly outline on a map the acres within the PPU that will continue to be irrigated,as well as acres that will be idled during the
lease term.Label the map Attachment 3.
Page 2
238

STATE OF IDAHO
WATER RESOURCE BOARD
APPLICATION TO SELL OR LEASE A WATER RIGHT
(Continued)
4. GENERAL INFORMATION
A. Is the diversion works or system owned or managed by an irrigation district or water delivery company? Yes❑ No
If yes,provide written consent from the company,corporation or irrigation district authorizing the proposed sale or lease(Attachment 4A).
If your water right is delivered through a canal,lateral or ditch operated by a canal company,irrigation district, or similar delivery
entity,your lease request must include written consent from the company, district, or similar entity for your removal of water from its
system pursuant to Section 42-108,Idaho Code and IDAPA WSB Rule 37.01.03.25.02e.
B. Please provi a d s iption of the current water diversion and delivery system.
C. Describe any other water rights used for the same purpose at the same place of use as the water right being offered to the
Bank.
D. Are any of the water rights identified in Section 4C stacked with the water right proposed for lease? Yes❑ No
Stacked water rights are used together to achieve a common beneficial use,such as irrigation of the same lands Stacked water rights
cannot be separated and must be jointly leased to the Water Supply Bank.Stacked water rights qualify for the multiple fee payment of
$500.
E. Will the present place of use continue to receive water from any other source? Yes❑ No
If yes,explain the relationship between the different water sources and how enlargement of the authorized use will not occur
if this water right is leased.
F. Identify annual volumes and/or rates of water diverted in the last 5 years to accomplish the beneficial use authorized by this
water right. de 'K ei
G. Has any portion of this water right undergone a period of five or more consecutive years of non-use? Yes❑ No❑
If yes,describe the circumstances and attach evidence to demonstrate how the water right has not been lost through forfeiture
(Attachment 4G). See Section 42-223. Idaho Code for exceptions to forfeiture.Your application may be denied if forfeiture
concerns are not addressed.
H. Is this water right involved in any other IDWR process,such as an application for transfer or a mitigation plan?
If yes,describe. Yes❑ Nox
Page 3
239

STATE OF IDAHO
WATER RESOURCE BOARD
APPLICATION TO SELL OR LEASE A WATER RIGHT
(Continued)
5. SALE/LEASE AGREEMENT
A. Is the water right,or portion thereof,offered to the Idaho Water Resource BoarR—)
for sale❑or lease?
If lease,specify the years when the use of water will be suspended: 10 K tomaximum lease period 5 calendar years).
(Year)
B. Show the minimum payment acceptable to the seller/lessor.The minimum payment may be shown as the"current rental rate"
as established by the IWRB.Include the methoq of determining the minimum payment if other than the current rental rate.
F� �2 .
I hereby assert that the information contained in this application is true to the best of my knowledge, and that I have the
authorities necessary to offer this water right for sale or lease to the Idaho Water Resource Board.
The Designated Applicant acknowledges the following:
1. Payment to the Designated Applicant is contingent upon the sale or rental of the water right from the Bank.
2. While a water right is in the Bank,the seller/lessor of the water right may not use the water right,even if the water
right is not rented from the Bank.
3. A water right accepted into the Bank stays in the Bank until the Designated Applicant receives written
confirmation from the Board or Water Supply Bank that the water right has been released from the Bank.
4. While a water right is in the Bank,forfeiture is stayed.
5. Acceptance of a water right into the Bank does not,in itself,confirm the validity of the water right or any element
of the water ' t right.
/''piOt dam . / l 2 17
S' ature o esigna p rinted Name Date
Signature of Authorized Representative Printed Name Date
Mail to:
Idaho Department of Water Resources
P.O.Box 83720
Boise,ID 83720-0098
Page 4
240

Form 42-1761-1 10A 5
SATE OF IDAEO
WATER RESOURCE BOARD
Complete Attachment 2 if only a portion of the water right is offered to the Bank.
ATTACHMENT 2
DESCRIPTION OF A WATER RIGHT PORTION OFFERED TO THE WATER SUPPLY BANK
1. Water Right Number Nature of Use Leased Rate Leased Volume Leased Acres
(cfs) (ao (ac)
Total Amounts:
2. Source of water tributary to
3. Point(s)of diversion:
Twp Rge Sec Lot '/4 '/a a County
E�fCvi'WS avi3-3o,� ws B I ease �•4 1 c.Es,I84-;L y- yi,U acres. 1-a3-2C�i3
Attachment 2
241

State of Idaho
DEPARTMENT OF WATER RESOURCES
322 East Front Street • P.O. Box 83720 • Boise, Idaho 83"20 0098
Phone: [phone] • Fax: (208) 287_6700 • Mebsite: uim.idw.idaho.gov
C.L. BUTC 1"OTTER GARY SPACKALs.\
Gov error lei rect or
March 12, 2018
GREGORY B JOHNSON
2037 E TERZA
MERDIAN ID 83642
RE: WATER SUPPLY BANK LEASE CONTRACT FOR WATER RIGHT 63-32616
Dear Lessor:
Water right 63-32616 was leased into the Water Supply Bank (Bank) as of December 29, 2017, in
accordance with the enclosed executed lease contract. Your water right, as described on the
lease contract, is considered leased into the Bank and should remain unused until it is
formally released from the Bank. More information and further restrictions placed on your water
right while leased can be found in conditions of acceptance of the lease contract. Read the conditions
of acceptance carefully.
The right will automatically be released from the Bank on December 31, 2022, unless the right is
released earlier by the Water Resource Board (Board). On behalf of the Board, the Department of
Water Resources (Department) can evaluate an early release of the lease contract upon your request.
To release the water right from the Bank prior to the release date, submit a written request on the
Request to Release a Water Right from the Bank form. This form is available on our public website at
www.idwr.idaho.gov. Please note your water right may not be available for immediate release if
it has been rented or is being considered for a future rental. Furthermore, it is at the discretion
of the Department whether or not a water right can be released early from a lease contract.
If you have questions regarding this matter, please contact this office at 287-4800.
Sincerely,
Water Supply Bank
Enclosure: Executed Lease Contract
c: Angie Grimm - IDWR Western Region
Nick Miller—Water District 161
242

State of Idaho
DEPARTMENT OF WATER RESOURCES
322 East Front Street • P.O. Box 83'720 • Boise, Idaho 83 120-0098
Phone: [phone] • Fax: [phone] • Website: wiviv.idwr.idaho.gor
C.L.`BUTCH"OTTER GARY SPACKMAN
Governor DI reel or
March 1, 2018
GREGORY B JOHNSON
2037 E TERZA
MERIDIAN ID 83642
RE: REQUEST FOR RETURN OF SIGNED WATER SUPPLY BANK LEASE CONTRACTS FOR
WATER RIGHT 63-32616
***TIME SENSITIVE RESPONSE REQUIRED***
Dear Applicant,
The Department of Water Resources (Department) mailed two original Water Supply Bank Lease
Contracts for your review and signature on February 8, 2018. The signed contracts have not been
returned to the Department.
Please sign both original Lease Contracts and return them to the Department within ten (10)
days of this letter to complete processing. The Lease Contract is not considered final until both you
and the Department have signed.
If the signed lease contracts are not received by the Department within the 10-day period, the lease
application will be returned, and the application fee will not be refunded. You can reapply to lease the
water right in the future by submitting new application form along with applicable fees.
Please note the forfeiture period is not tolled unless a right is accepted into the Bank, or unless an
exception or defense to forfeiture applies as described under Idaho Code § 42-223. If forfeiture is a
concern, you may consider filing an Application for Extension of Time to Avoid Forfeiture of a Water
Right form. This and other water right forms are available from the Department's web site at
www.idwr.idaho.gov.
If you have questions regarding this matter, please contact this office at 287-4800.
Sin Wrell ,
Water Supply Bank
243

State of Idabo
DEPARTMENT OF WATER RESOURCES
322 East Front Street • P.Q. Box 83 r20 • Boise, Idaho 83?20 0098
Phone: [phone] • Fax: [phone]r00 • Website: 1ivww.idwrAdaho.g0r
C.L."BUTCH"OTTER GARY SPAC7iNIAN
Governor Director
February 8, 2018
GREGORY B JOHNSON
2037 E TERZA
MERDIAN ID 83642
RE: APPLICATION TO LEASE WATER RIGHT 63-32616 TO THE WATER SUPPLY BANK
****TIME SENSITIVE RESPONSE REQUIRED***
Dear Applicant:
The Department of Water Resources has completed its review of your applications to lease the above-
mentioned water right to the Water Supply Bank. I have enclosed two original Water Supply Bank
Lease Contracts for your review and signature. Please sign and return ALL Lease Contracts
within 14 days. Upon signature and return of the contracts, the Department will also sign the original
contracts and return an executed copy to you. The Lease Contract is not considered final until you and
the Department have both signed.
The right will automatically be released from the Bank on December 31, 2022, unless the right is
released earlier by the Board, or upon your request. To release the right from the Bank prior to the
release date, submit a written request on the Request to Release a Water Right from the Bank form.
To propose a new lease period, submit a new Application to Sell or Lease a Water Right to the Water
Supply Bank form along with applicable fees to the Department. These forms are available from any
IDWR office or from our public website at http://www.idwr.idaho.gov. Please note your right may not be
available for immediate release if it has been rented.
Please review the conditions of acceptance listed on the Lease Contract, including #3 which says:
"While a right is in the bank, the lessor may not use the right without approval of the
department even if the right is not rented from the bank. Any violation of the terms of this
lease may result in enforcement procedures pursuant to Idaho Code § 42-351 for illegal
diversion and use of water and may include civil penalties pursuant to Idaho Code § 42-
1701 B."
If you have questions regarding this matter, please contact this office at 287-4800.
Sincerely,
C��MWaterSupply Bank
Enclosures: Proposed Lease Contracts
Receipt# C104487
244

Condon, Mary
From: Condon, Mary
Sent: Friday, February 02, 2018 4:06 PM
To: Miller, Nick
Subject: FW: Lease Review -Johnson, Greg - 63-32616
Attachments: Lease Application Review Checklist Johnson 2018-2022.xls; Report - Proposed Lease
Contract-Johnson - 63-32616.docx; Lease Map.pdf, RE: Lease Review-Johnson, Greg -
63-32616
Hi Nick,
Please let me know if you have any comments or concerns.
Best,
Mary
From: Condon, Mary
Sent:Tuesday,January 23, 2018 11:47 AM
To: Miller, Nick<[e-mail]>
Subject: FW: Lease Review-Johnson,Greg-63-32616
Nick,
Please see and reply with any comments or concerns you may have.
I apologize for not sending this to you yesterday.
Mary
Mary Condon
Water Supply Bank Specialist
Planning & Projects Bureau
Idaho Department of Water Resources
Main: [phone]
Fax: [phone]
From: Condon, Mary
Sent: Monday,January 22, 2018 10:27 AM
To:Grimm,Angie<[e-mail]>
Subject: Lease Review-Johnson, Greg-63-32616
Angie,
Please see the attached review checklist, proposed contract and map for lease review, and kindly respond with
comments and/or questions within 7 days.
Hope you had a great weekend!
1
245

Mary Condon
Water Supply Bank Specialist
Planning & Projects Bureau
Idaho Department of Water Resources
Main: [phone]
Fax: [phone]
2
246

Condon, Mary
From: Grimm,Angie
Sent: Thursday,January 25, 2018 3:27 PM
To: Condon, Mary
Subject: RE: Lease Review-Johnson, Greg - 63-32616
Mary,
It looks like you've mentioned a lot of the local area concerns in your review checklist. The water right proposed for
lease is inside the 1-84 Ground Water Area or"1-84 Corridor". New water right applications (both transfer and permit)
are being processed in the order they are received with a processing hold currently in place until development on
existing permits in the area is done and water availability is determined. I would not say a WSB rental of this right is
impossible, but it could be more difficult than usual and I would recommend advertisement and/or letters to contested
case parties in the area at a minimum before such a rental was authorized. If you need more background on this area
and how we are handling permit and transfer applications in the area I'd be happy to share. However,for the lease
purpose, perhaps it's sufficient to note rental of the right(if lease is approved)will need thorough review and careful
consideration due to the 1-84 Ground Water Area issues. No local area concerns come up with regard to accepting this
right into the bank that I'm aware of. Hope this information is helpful. Let me know if you have any questions or need
any more details.
Regards,
Angie
Angela M. Grimm, P.G.
Water Rights Supervisor
IDWR-Western Region
2735 Airport Way
Boise, ID 83705-5082
[phone] phone
[phone] fax
From: Condon, Mary
Sent: Monday,January 22, 2018 10:27 AM
To: Grimm,Angie<[e-mail]>
Subject: Lease Review-Johnson, Greg-63-32616
Angie,
Please see the attached review checklist, proposed contract and map for lease review, and kindly respond with
comments and/or questions within 7 days.
Hope you had a great weekend!
Mary Condon
Water Supply Bank Specialist
Planning & Projects Bureau
Idaho Department of Water Resources
i
247

Main: [phone]
Fax: [phone]
2
248

WATER SUPPLY BANK nick Tools
Decree
Lease Review Checklist Year No Forfeiture Concerns Thru:
Applicant(s)Name:JOHNSON,GREG 2011 2017
2012 2018
Memo Date:JANUARY 18,2018 2013 2019
2014 2020
Water Right Number(s):63-32616 2015 2021
Reviewers Name:MARY CONDON
Check
box COMMENTS/CONCERNS:
1 Fill out WSB Data Entry Checklist for Leases Front of File X
2 Reason for lease of water rights Brief description of lease proposal in narrative
Portion of right X 41 acres of 145
All of right
3 Check GWMAICGWA/ADC and basin 63 areas of concern note area in comments
Yes No
411 Rentable?(If no explain in comments or narrative) Unsure
11
5 Authority to file
Current owner or designated applicant X
SOS Web site checked for business entity X TAXLOT-PARKLAND DEVELOPMENT
Other(explain in comments) X APPLICANT IS MANAGER
6 Water Right validity
Decreed/Licensed/Statutory claim date(write in comments section) Decreed 2009
Past irrigation to ensure forfeiture is not an issue if decreed or licensed over 7 years ago
(consider transfers that changed the POU,rentals to the POU etc.) yes
Has this right previously been leased to the bank or in CREP? Ix Banked from 2013-2017
7 Injury to other water rights
If the POD is through a delivery entity,was consentprovided? N/A
If the POD is through a delivery entity,was holdback required?(percentage in comments N/A %
Any other concerns
Check
81 Enlargement concerns box
Complete a POU comparison overlap analysis X
Complete a combined limits review X
Complete POD overlap analysis(if there is an overlap add condition to lease) X
Yes No
Are there overlapping rights that need to be placed in the bank also? Ix
Will the place of use continue to receive water?(if yes explain in comments) I Ix
9 Local Public Interest
Does the processor know of any problems this action will cause for the local public? I Ix
10 Have you contacted regional office and watermaster for comment/concerns?
Send the watermaster comment request form or e-mail request Ix I lemail 1/22/2018 Angie Grimm
11 JArea Headgate requirement(write in Comments) 4
12 Is water right involved in any other department action? Pull file and check database
( )Ownership Change ( ) Transfer ( ) Mitigation ( )Other-Explain in comments X
13 Narrative
Application to continue leasing portions of WR 63-32616 into the bank;application referred to previous application for amounts for lease,
however the map only showed irrigated acres and the numerical amount not irrigated. Updated lease shape to show actual approximate
acres not irrigated.
Authority to file by applicant as owner,taxlot is in the name of Parkland Development, however the applicant is the owner/manager.
POU is within WD 161-Mountain Home;
as well as the 184 Ground Water Project,see B63 Areas of Concern shape file
There are no other overlapping irrigation rights.Overlapping applications for municipal by PARS HOLDINGS,and Overlapping Permit for
municipal by Intermountain Sewer&Water Corp,which is also owned by Greg Johnson.
No issues with continuing this lease thru 2022,however, recommend rental be evaluated with knowledge within Mtn Home WD#161
249

Annual Report for W 7933 Page 1 of 1
No. W 7933 Due no later than Feb 28,2017 2. Registered Agent and Address
Annual Report Form (NO PO BOX)
Return to: GREGORY B JOHNSON
SECRETARY OF STATE 1.Mailing Address:Correct in this box if needed. 1710 S.WELLS AVE,#110
700 WEST JEFFERSON PARKLAND DEVELOPMENT, LLC MERIDIAN ID 83642
PO BOX 83720 GREGORY B. JOHNSON
BOISE,ID 83720-0080 1710 S.WELLS AVE,#110
MERIDIAN ID 83642 3. New Registered Agent Signature:*
NO FILING FEE IF
RECEIVED BY DUE DATE
4. Limited Liability Companies: Enter Names and Addresses of at least one Member or Manager.
Office Held Name Street or PO Address City State Country Postal Code
MANAGER GREGORY B JOHNSON 1710 S.WELLS AVE, #110 MERIDIAN ID 83642
MANAGER LARRY SQUIRES PO BOX 344 MERIDIAN ID USA 83680
5.Organized Under the Laws of: 6.Annual Report must be signed.*
ID Signature: Larry Squires Date: 02/23/2017
W 7933 Name(type or print): Larry Squires Title: Manager
Processed 02/23/2017 *Electronically provided signatures are accepted as original signatures.
.(,o S B Lease- /�e.✓rc---) --
httos://sos.idaho.izov/xt/?xD=%5C20170223%5CXMLPORTS W7933 1702230813.xml 1/18/2018
250

Page 1 State of Idaho
Department of Water Resources
Permit to Appropriate Water
NO.63-32225
Priority: September 16, 2005 Maximum Diversion Rate: 10.00 CFS
Maximum Diversion Volume: 1,815.0 AF
This is to certify, that INTERMOUNTAIN SEWER &WATER CORP
660 E FRANKLIN RD
MERIDIAN ID 83642
has applied for a permit to appropriate water from:
Source: GROUND WATER
and a permit is APPROVED for development of water as follows:
BENEFICIAL USE PERIOD OF USE RATE OF DIVERSION ANNUAL VOLUME
MUNICIPAL 01/01 to 12/31 10.00 CFS 1,815.0 AF
LOCATION OF POINTS OF DIVERSION:
GROUND WATER NE% NE'/4 Sec. 28, Twp 01N, Rge 04E, B.M. ADA County
GROUND WATER SE/4 NW/4 Sec. 28, Twp 01 N, Rge 04E, B.M. ADA County
GROUND WATER NW% SE'/4 Sec. 28, Twp 01 N, Rge 04E, B.M. ADA County
GROUND WATER SE'/4 SE'/4 Sec. 28, Twp 01 N, Rge 04E, B.M. ADA County
GROUND WATER NE'/4 NW'/4 Sec. 33, Twp 01N, Rge 04E, B.M. ADA County
CONDITIONS OF APPROVAL
1. Proof of application of water to beneficial use shall be submitted on or before February 01, 2012.
2. Subject to all prior water rights.
3. Right holder shall comply with the drilling permit requirements of Section 42-235, Idaho Code and
applicable Well Construction Rules of the Department.
4. Water bearing zone to be appropriated is from 300 to 1000 feet.
5. The Director retains jurisdiction to require the right holder to provide purchased or leased natural
flow or stored water to offset depletion of Lower Snake River flows if needed for salmon migration
purposes. The amount of water required to be released into the Snake River or a tributary, if
needed for this purpose, will be determined by the Director based upon the reduction in flow caused
by the use of water pursuant to this permit.
6. Prior to the diversion of water in connection with this right, the right holder shall provide the
department with a plan for monitoring ground water levels in the vicinity of the place of use for this
water right. The monitoring should occur in parallel with development and production and should
include indentification of non-productions wells and timelines for measuring and reporting. The right
holder shall not divert water in connection with this right until the monitoring plan is approved by the
Department. Failure to comply with the monitoring plan once it is accepted shall be cause for the
Department to cancel or revoke this right.
7. Prior to or in connection with the proof of beneficial use statement to be submitted for municipal
water use under this right, the right holder shall provide the department with documentation showing
that the water supply system is being regulated by the Idaho Department of Environmental Quality
as a public water supply and that it has been issued a public water supply number.
251

FFPa State of Idaho
Department of Water Resources
Permit to Appropriate Water
NO. 63-32225
8. After specific notification by the Department, the right holder shall install a suitable measuring
device or shall enter into an agreement with the Department to determine the amount of water
diverted from power records and shall annually report the information to the Department.
9. Place of use is within the area served by the public water supply system of Intermountain Sewer&
Water, Corp. The place of use is generally located within Township 1 N, Range 4E, Sections 28, 29,
32 and 33.
10. Common areas, parks, school grounds, golf courses, and any other large parcels may only be
irrigated under this water right with wastewater that has been previously beneficially used for
potable or culinary purposes, has been treated in a wastewater treatment plant, and is delivered
from the wastewater treatment plant to the parcel to be irrigated.
11. Water diverted under this right may be used for direct irrigation of up to 1/2 acre per residential lot
upon which a home has been constructed.
12. A map depicting the place of use boundary for this water right at the time of this approval is attached
to this document for illustration purposes.
13. Project construction shall commence within one year from the date of permit issuance and shall
proceed diligently to completion unless it can be shown to the satisfaction of the Director of the
Department of Water Resources that delays were due to circumstances over which the permit
holder had no control.
This permit is issued pursuant to the provisions of Section 42-204, Idaho Code. Witness the signature of
the Director, affixed at Boise, this day of t/Cw^-r 20_Ml' D UTHILL, JR., Interim Director
252

Appendix B
IDEQ Design File Note Calculations
Mayfield Springs Water Facility Plan
253

Residential Demand_DEQ Guidance
IDAPA 58.01.08"Idaho Rules for Public Drinking Water Systems"
Section 552 Operating Criteria For Public Water Systems
Phase Home Qmxday(In-Home) Qpkhr(In-Home) Qmxday(w/Irrigation) Qpkhr(w/Irrigation)
(gpd) (gpd/Home) (gpd) (gpd/Home) (gpd) (gpd/Home) (gpd) (gpd/Home)
Phase 1-A 261 149,091 571 350,178 1,342 271,220 1,039 598,640 2,294
Phase 1-13 741 339,550 458 872,622 1,178 690,915 932 1,588,794 2,144
Phase 1-C 865 386,084 446 1,004,034 1,161 797,178 922 1,842,048 2,130
Phase 1-D 900 399,111 443 1,040,990 1,157 827,092 919 1,913,444 2,126
Phase 2-A 1,040 450,829 433 1,188,325 1,143 946,463 910 2,198,730 2,114
Phase 2-13 1,200 509,306 424 1,355,933 1,130 1,082,442 902 2,524,311 2,104
Phase 2-C 1,357 566,174 417 1,519,781 1,120 1,215,523 896 2,843,436 2,095
Phase 3-A 1,541 632,311 410 1,711,205 1,110 1,371,155 890 3,217,116 2,088
Phase 3-13 1,770 714,017 403 1,948,748 1,101 1,564,466 884 3,681,822 2,080
Phase 4 2,319 907,949 392 2,516,060 1,085 2,026,740 874 4,794,836 2,068
254

Design File Note Table a-Number of homes
Title:Design Flows-Public Water system 0 Ls-size of irrigated area in acres if unknown use 0.803 W-121
IDEQ-Boise Regional Office W-Houses per acre
0.28 Epos-Evaporation Potential(see DFN)
Qmxdy=[L274*(0.6)(c)(La)(Epot)+2*o-mxdy]*a 27,200 c(gal/acre-inch of water)
1 Unmetered system No=1 Yes=2(at a minimum)
(E 1.1 safety factor to account for leakage(1.1-1.2 typical)
Qpkhr=r334+2.02/l274*(0.6)(c)�Lalpot)`+2*apkhrl*a
L 1 I 1 274 Household max day use in gallons/day
334 Household peak use in one hour duration in gallons/day
variability in magnitude of factors and the number of dwelling units
Homes Max Daily Demand Peak Hour Demand Max Daily Irrigation Use amxdy a2mxdy all 922 opkhr a2pkhr a32 042
(gpd) (gpm) (gpd) (gph) gpm/EDU (0.6)(c)(Ls)(Ep.) [ai2+a 22] [1090+166,000 Lae] [(5.48*106)/a] [032+a 421 4.08((yl)2 [(12.3*106)/a]
261 149,091 104 350,178 14,591 0.40 0 148.6141601 22086.16858 1090 20996.16858 227.0983 51573.637 4447.2 47126.43678
741 339,550 236 872,622 36,359 0.32 0 92.11629392 8485.411606 1090 7395.411606 145.07374 21046.39 4447.2 16599.19028
865 386,084 268 1,004,034 41,835 0.31 0 86.16994903 7425.260116 1090 6335.260116 136.62669 18666.853 4447.2 14219.65318
900 399,111 277 1,040,990 43,375 0.31 0 84.72832401 7178.888889 1090 6088.888889 134.58777 18113.867 4447.2 13666.66667
1,040 450,829 313 1,188,325 49,514 0.30 0 79.74478522 6359.230769 1090 5269.230769 127.57007 16274.123 4447.2 11826.92308
1,200 509,306 354 1,355,933 56,497 0.29 0 75.21081483 5656.666667 1090 4566.666667 121.23201 14697.2 4447.2 10250
1,357 566,174 393 1,519,781 63,324 0.29 0 71.61228821 5128.319823 1090 4038.319823 116.23817 13511.312 4447.2 9064.112012
1,541 632,311 439 1,711,205 71,300 0.28 0 68.16254383 4646.132382 1090 3556.132382 111.48556 12429.03 4447.2 7981.829981
1,770 714,017 496 1,948,748 81,198 0.28 0 64.69965377 4186.045198 1090 3096.045198 106.7537 11396.353 4447.2 6949.152542
2,319 907,949 631 2,516,060 104,836 0.27 0 58.76297761 3453.087538 1090 2363.087538 98.748217 9751.2103 4447.2 5304.010349
#REF! I #REF! #REF! #REF! #REF! #REF! 0 #REF! #REF! 1090 #REF! #REF! #REF! 4447.2 #REF!
255

Table a-Number of homes
0.1 Ls-size of irrigated area in acres if unknown use 0.803 W-1z1
W-Houses per acre
0.28 Epos-Evaporation Potential(see DFN)
27,200 c(gal/acre-inch of water)
1 Unmetered system No=1 Yes=2(at a minimum)
1.1 safety factor to account for leakage(1.1-1.2 typical)
274 Household max day use in gallons/day
334 Household peak use in one hour duration in gallons/day
variability in magnitude of factors and the number of dwelling units
Homes Max Daily Demand Peak Hour Demand Max Daily Irrigation Use omxdy v2mxdy 612 922 opkhr a2pkhr a32 042
(gpd) (gpm) (gpd) (gph) gpm/EDU (0.6)(c)(Ls)(Ep.) [oil+a 22] [1090+166,000 Ls2] [(5.48*106)/a] [032+a 421 4.08((yl)2 [(12.3*106)/a]
261 271,220 188 598,640 24,943 0.72 456.96 154.0979188 23746.16858 2750 20996.16858 241.55007 58346.437 11220 47126.43678
741 690,915 480 1,588,794 66,200 0.65 456.96 100.724434 10145.41161 2750 7395.411606 166.79086 27819.19 11220 16599.19028
865 797,178 554 1,842,048 76,752 0.64 456.96 95.31663084 9085.260116 2750 6335.260116 159.49813 25439.653 11220 14219.65318
900 827,092 574 1,913,444 79,727 0.64 456.96 94.01536517 8838.888889 2750 6088.888889 157.75508 24886.667 11220 13666.66667
1,040 946,463 657 2,198,730 91,614 0.63 456.96 89.55015784 8019.230769 2750 5269.230769 151.81213 23046.923 11220 11826.92308
1,200 1,082,442 752 2,524,311 105,180 0.63 456.96 85.53751614 7316.666667 2750 4566.666667 146.52645 21470 11220 10250
1,357 1,215,523 844 2,843,436 118,476 0.62 456.96 82.3912606 6788.319823 2750 4038.319823 142.4223 20284.112 11220 9064.112012
1,541 1,371,155 952 3,217,116 134,046 0.62 456.96 79.41116031 6306.132382 2750 3556.132382 138.57067 19201.83 11220 7981.829981
1,770 1,564,466 1,086 3,681,822 153,409 0.61 456.96 76.45943498 5846.045198 2750 3096.045198 134.793 18169.153 11220 6949.152542
2,319 2,026,740 1,407 4,794,836 199,785 0.61 456.96 71.50585667 5113.087538 2750 2363.087538 128.54575 16524.01 11220 5304.010349
#REF! #REF! #REF! #REF! #REF! #REF! 456.96 #REF! #REF! 2750 #REF! #REF! #REF! 11220 #REF!
256

Appendix G
Well Driller's Reports, Well No. 1 and Adjacent Wells
Mayfield Springs Water Facility Plan
257

Form 238-7 ql a b'V,
0� 6/07 IDAHO DEPARTMENT OF WATER RESOURCES
WELL DRILLER'S REPORT
1.WELL TAG NO.D 00060006 12.STATIC WATER LEVEL and WELL TESTS:
Drilling Permit No. 91 61 9-861 7 3 Depth first water encountered(ft) 44 q Static water level(ft)_as F
Water right or injection well# 63 3225 Water temp.(OF) 70 Bottom hole temp.(OF) 79
2.OWNER: Intar-molintain Water Ri S&Wer Corp Describe access port
Name �rer�,"]nhnsnn Well test: Test method:
Address PO Box 344 (feet) Discharge or Test duration Flowing
Drawdown feet yield(gpm) minutes Pump Bailer Air artesian
city Meridian State ID zip 33680 ❑ ❑ ❑ ❑
3.WELL LOCATION:
Twp. ] North QX or South❑ Rge. 4 East MX or West El Water quality test L comments:
13.LITHOLOGIC LOG and/or repairs or abandonment:
Sea 2C9 1/4 1/4 1/4
'"ems a s s pia From To Remarks,lithology or description of repairs or Water
is (ft) (ft) abandonment,water temp. Y N
Gov't Lot County Aria
Lat. 42 c 23 18_73 (Deg.and Decimal minutes)
Long. 1 e 52 45 42 (Deg.and Decimal minutes) 220 medium 0 tine san W
flp / miles F
Address
rr77oefWerwl�lSitesI enNrcaF ToZ a ma c � r i ,
with small gr_;;)1Q1
CIty MavCP1(
Lot. Blk. Sub.Name Mayfield Springs 336 sand & gravel
4.USE:
❑Domestic )[3 Municipal []Monitor ❑Irrigation [:]Thermal ❑Injection
❑Other cemented sand
5.TYPE OF WORK: Jdb J9Z Drown clay
fZ New well ❑Replacement well []Modify existing well fine sandsmall amt coat e X
r
Abandonment ❑Other
6.DRILL METHOD: 16 517 fine sand-hard, X
❑Air Rotary ❑Mud Rotary [:]Cable ❑ -Other revers 517 706 fine tan sand small.
7.SEALING PROCEDURES:
Seal material I From ft To ft Quantity Ibs or ft Placement malhod/ rocedure I I
be
n
8.CASING/LINER: __
Diameter From To(ft) Gauge/ Material Casing Liner Threaded Welded , ,
nominal ft Schedule
q ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
Was drive shoe used? ❑Y 55(4 Shoe Depth(s)
9.PERFORATIONS/SCREENS:
Perforations ❑Y ;Q N Method
Manufactured screen(]Y ❑N Type lnhA!;On v wi ro y
Method of installation nyprhnrP
From(ft) To(ft) Slot size Number/ft Diameter Material Gauge or Schedule nominal 9 20 I
Completed Depth Measurable
790 ll stai miles 6001 set Date Started: ate Completed.:
14.DRILLER'S CERTIFICAT
INVe certify that all minimum I constr tion ar re complied with at
the time the rig was remove .
Length of Headpipe 9 Length of Tailpipe
Packer ❑Y )UN Type boll X 16" rindliC2r Company Name Co.No.
10.FILTER PACK: 'Principal Driller {,' '`7/1
� i �1
Filler Material From(ft) To(ft) Quantity(Ibs or fta) Placement method /
"Driller / 3r Date
10 'n ' c -
*Operator 11
11.FLOWING ARTESIAN: Operator I
Flowing Artesian? ❑Y R N Artesian Pressure(PSIG) *Signature of Principal Driller and rig operator are required.
Describe control device
258

STATE OF IDAHO USE TYPEWRITER OR
DEPARTMENT OF WATER RESOURCES BALLPOINT PEN
WELL DRILLER 'S REPORT
State law requires that this report be filed with the Director,Department of Water Resources
within 30 days after the completion or abandonment of the well.
1, WELL OWNER 7. WATER LEVEL
390
Name Ken Agenbzoad _ Static water Iava1 feet below land surface.
Flowing? ❑ Yes U No G.P.M.flow
Address Mayfield Stage, Nee, Nebo 83706 Artesian closed-in pressure p.s.i.
Controlled by: ❑ Valve ❑ Cap ❑Plug
Owner's Permit No. Temperature OF, Quality
2 NATURE OF WORK 8. WELL TEST DATA
XJ New well C Deepened IJ Replacement ❑ Pump ❑ Bailer ❑ Air ❑ Other
- ❑ Abandoned(describe method of abandoning)
Dixharye G.P.M. Pumping Level Hours Pumped
3. PROPOSED USE
7 Domestic fa Irrigation n Test F7 Municipal 9. LITHOLOGIC LOG 1
El Industrial ❑ Stock ❑ Waste Disposal or Injection �_UELf -> 3
�
❑ Other (specify type) Hole De th Water
Dlam. From To Matrfal Yrs No
28 0 6 Topsoil d Clay
4. METHOD DRILLED 6 25 Sand - Crsse. d Sharp
G Rotary _J Air ❑ Hydraulic IX Reverse rotary 25 67 rn - e Slav
❑ Cable ❑ Dug O Other —
"indera
5. WELL CONSTRUCTIONsQmp
Casing schedule: X1 Steel n Concrete ❑Other 208 224 Brn. Cla
Thickneu Diameter From To 4 6 777
rn r
250 in,
16 inches f 2 feet 500 feet 7 d -Grave 1
inches Z� inches MW feet _08 feet
� inches i6 inches ? feet �teat1JL 286 311 Brn. Sand w Grave 78 286 Bin. Clay l�Streaks
Inches 26 inches _� feet �Z feet 311 384 Brn. Clay w tr ces of Sand
Was casing drive shoe used? ❑ Yes XI No
Was a packer or seal used? ❑ Yes H) No
Perforated? O Yes Al No - Ago tot(some Clay Str.ga]c
396 4
How perforated? ❑ Factory ❑ Knife O Torch 44 4b6 Brn, Cla
4 m. Gravelw/some Clay
Size of perforation Inches by inches
Number From ro 494 500 lue Cla
perforations f"t feet
_ perforations feet feet a San W's
perforations feet feet rJAy w1gand-
Well screen installed? a1 Yes ❑ No 530 574 Cl.; w traces of Sand
Manufacturer's name Roscoe Moss white Clay W1L
Type. Model No. —
Caces of Sand
Diameter 16 Slot size Set from 500 feet to--51P—feet hlte d ei ue C_lay tl/xnate SAnra
Diameter r Slot size Set from feet to ? feet ClAsd/somQ Salad_—
Gravel packed? 10 Yes ❑ No ❑ Site of gravel 3 8 minus
Placed from_, 6 feet to 763 feet 6ril 660 Blue Clay
Surface seal depth 72 Material used in seal: n Cement grout $lUE�LaY
CIPuddling rlay 1-1Well cuttings r
aks
Sealing procedure used: ❑ Slurry pit ❑ Temp.surface casing
$3 Overbore to seal depth — 744 752 Green d Blue Sand
Method of joining casing: El Threaded Y3 Welded ❑-Solvent 763 Blue --
Wald Grani
ElCemented between strata
Describe access port To be determined I�10-
V�
Work _ 9-4-79
6. LOCATION OF WELL L92LERS CER1U frA$101BT9
Sketch map f ition must agree with written ion RLE;PrTify that all minimum well construction standards were
}� N SEP 28 I 1b complied w4lepflfYnflrOMAIIIl®F1IAUViNtWoved.
j1 r r Subdivision Name
i— "*-- Department olwater esourcdsirmNama Pete Cope Drilling COrmk.'c.—_2 L,1 �
yy ' ' E _ w t"ReumlOffice P.O. Box 561
rg ; Address Meridian i 364 Date 9-11=79
--+-- --+-- Lot No. Block No.
Signed by(Firm Official Z
S
County Ada and '
NE SW 28 1N 4E' (Operator)
4 !. Sec. ,T. N/S,R. E/W.
USE ADDITIONAL SHEETS IF NECESSARY — FORWARD THE WHITE CO Y TO THE DEPARTMENT
259

rorm?Jb-7 STATE OF IDAHO USE TYPEWRITER OR
'73 DEPARTMENT OF WATER RESOURCES BALLPOINT PEN
WELL DRILLER'S REPORT
State law requires that this report be filed with the Director,Department of Water Resources
within 30 days after the completion or abandonment of the well.
1. WELL OWNER 7. WATER LEVEL
Name _Ken Agenbroad _ Static water leveet below land surface.
Flowing? ❑ �j�� G.P.M,flow
Address !f field Stage, Boise, Idaho_ 83706` Artesian closed-in pressure _ it
Controlled by: ❑ Valve ❑ Cap ❑Plug
Owner's Permit No. Temperature OF. Quality _
2.NATURE OF WORK 8. WELL TEST DATA
NJ New well n Deepened G Replacement ❑ Pump O Bailer ❑ Air ❑ Other
❑ Abandoned(describe method of abandoning) _-
Dlaeharae G.P.M. Pumping Level Houn Pumped
3. PROPOSED USE - -
❑ Domestic M Irrigation CI Test LJ Municipal 9. LITHOLOGIC LOG
71 Industrial ❑ Stock ❑ Waste Disposal or Injection
J Other (specify type) Hole De th ater
Diam. From To Material Y No
28 0 1 6 Totisill
4. METHOD DRILLED _ 6 UL_B_rn, Clay San
❑ Rotary LJ Air ❑ Hydraulic QD Reverse rotary 18 23-Whit Sand
❑ Cable ❑ Dug ❑ Other Brn. Sa
--
6- WELL CONSTRUCTION
BLn- Clay y/Card Sipes4a _
Casing schedule. 215[eel ❑ Concrete ❑Other Stone
Thickness Diameter From To Art flay ,c Gr
imurial
.250 inches 14 inches + 2_ feet 18 feet ` --
inches inches feet feet -�
inches _ inches _ feat feet
inches _ inches _ feet feet '-----'
Was casing drive shoe used? ❑ Yes L4 No -— -�-
Was a packer or seal used? ❑ Yes 2 No -
Perforated? ❑ Yes ® No AM Isis
How perforated? LJ Factory ❑ Knife L Torch
Size of perforation inches by inches
Number From To Pial
T perforations _ feet _feet
perforations feet feet A all ON
_ perforations feet i feet
Well screen installed? m Yes ❑ No
Manufacturers name ROAP09 H qg_ _
Type Model No. _
Diameter_lyt Slot size A0_Set from I q feet to _gg_feet
Diameter_Slot size _Set from feet to feet
Gravel packed? M Yes ❑ No L) Size of gravel US elms
Placed from _- 1 — feet to 85 __feet
Surface seal depth 181 Material used in seal: ❑ Cement grout
M Puddling clay ❑ Well cuttings
Sealing procedure used: ❑Slurry pit ❑ Temp.surface casing
M Overbore to seal depth -
Method of joining casing: ❑ Threaded ® Welded ❑ Solvent --
Weld
❑ Cemented between strata
Describe access port_ To be determined _ 10.
Work started 4-26-79 finished 4-26-79
G. LOCATION OF WELL 11. DRILLERS CERTIFICATION
Sketch map location must agree with written location. I/We certify that all minimum well construction standards were
N complied with at the time the rig was removed.
i r Subdivision Name Pete Cope Drilling Ca Inc 213
--i— Firm Name Y1rm Nod
- ___ P.O. Box 561
W x E Address Meridian. Id. 8 ate 5-3-79
-'�-' --4- Lot No. Block No.
Signed by(Firm Official)
S and
County Ada
(Operator) ff,9 �IJZ-QL__
MRSbl_% Sec. 28 ,T. 111 N/S, R. 4E E/W.
USE ADDITIONAL SHEETS IF NECES'SARX,- FORWARD THE WHITE COPY TO THE DEPARTMENT
260

Vona l3a-I Uttice use linty
3/95-C96 ,W�77,35 Inspected by
1 Twp Rge Sec
IDAHO DEPARTMENT OF WATER RESOURCES 1/4 1/4 I/4
WELL DRILLER'S REPORT Lat. long.
1.DRILLING PERMIT NO. _-_- - 11.WELL TESTS:
Other IDWR No.D0015796 ED Pump El Bailer X Air M Flow me Artesian
2.OWNER: Tim-
Name Tim Anderson 20 —6
Address 4450 S.Timridge Way
City Boise State ID Zip 83716 Water Temp. Bottom hole temp.
3.LOCATION OF WELL by legal description: Water Quality test or comments:
Sketch map location ILagree with written location
N Depth fast Water Encountered 583'
12.LITHOLOGIC LOG: (Describe repairs or abandonment)
Twp. I North X or South ❑
Rge. 4 East X or West ❑ water
E Bore From To Keniarks:Lithology,Water QualitY&Temp. N
Sec. 33 1/4 SE 114 NE 114
JLJ1't1 icm �es tSd acres 10 0 2 Top soli x
LIF10 2 10 Tan sand X
S Gov't lot County Ada 10-6 10 120 Sand&Clay seam x
Lat: Long: 6 129 -260' Sand&.small gravels hX
Address of Well Site 24601 S.Old Hwy 30 6 260 583 Cemented sand&gravel FX
City Boise 6 583 620 Fine sand X
we at east name o ro + istance to oa or Lamdin ) 6 20 630 Tan clay FIX
Lt. Blk. Sub. Name 6 630 665 Med. Sand X
4.USE:
X Domestic ❑Municipal ❑ Monitor ❑ Irrigation
[] Thermal ❑Injection ❑ Other
5.TYPE OF WORK check all that apply (Replacement etc.)
X New Well❑Modify❑Abandonment❑Other _ r-
6.DRILL METHOD
X Air Rotary❑Cable❑Mud Rotary❑ Other
7.SEALING PROCEDURES
SEAUFTLTER PACK AMOUNT METHOD
Material From To Sacks or JAn
Pounds '
Was drive shoe used? X Y ❑ N Shoe Depth(s)
Was drive shoe seal tested? ❑ Y X N How?
. C SIN
To ICasigg Liner Welded Threaded
F ' 2 X ❑ X ❑
5 563 654�18t8 �SE�Ifl ❑ X X ❑ ATER REWUhCJ8
Length of Headpipe 6' Length of Tailpipe NIA
9.PERFORATIONS/SCREENS Completed Depth: 665' (Measurable)
❑ Perforations Method
1 te
X Screens Screen Type Johnson 3. DRILLER'S CERTIFICATION
FranITo
6� 020 5.563 SS Slot Size Nwntxr Dtametct Material Calm Liner1/We ceruly that all minimum well construction standards were
fiG 660 complied with at the time the rig was removed.
X
El ❑
❑ ❑ Firm Name Firm No.35._�
10.STATIC WATER LEVEL OR ARTESIAN
PRESSURE: Firm Official ` Date
SVRh below ground Artesian Pressure lb
Depth flow encountered Describe access port or control Supervisor or Operato Date
devices: once if Firm Official&Operator)
261

State of Idaho
USE TYPEWRITER OR Departmiat of Water Resources
BALL POINT PEN
WELL DRILLER'S REPORT
State law requires that this report be filed with the Director,Departmertl of water Resource* within 30
days after the completion ur abandonment of the v,ell, _
1- WELL OWNER ^' 7. WATER LEVEL.
Name�Fr4s�a - elk��r �c-�'� Static water level/_/i¢,-j feet below land surface.
r _ — I Flowing? ❑ Yes ❑ No G.P.M.flow_
Address ��J -� Temperature "F. Quality
Artesian closer!-in pressure p s.i.
Owners Permit No. 3 Controlled by ❑ Valve R) Can Cl Plug l
Z NATURE OF WORK S. WELL TEST DATA
.T' New well IJ Deepened 0 Replacement ❑ Pump Ild Bailer d Other
Discharge G.P.M. Drew Down Hours Pumped
II Abandoned(describe method of abandoniny)
3.PROPOSED USE 1,[�
❑ Domestic ❑ Nrigotson ❑ Test ❑ Other(tpecrty typo) I U602.3
9. LITHOLOGIC LOG
❑ Murieipd ❑ Industrial ❑ Stock ❑ woae Disposal or Hole Depth Wane
Di em. MotionalMjattian From To �Yrr,iT•H��
4. METHOD DRILLED i T-
�1 Cable ❑ Rotary n Dug 0 Other
5. WELL CONSTRUCTION
O _ r-
—1
Diameter of hole R inches Total depth feet j
k,asrng schedule: 0 Steel ❑ Concrete ✓
Thwknees Diameter From To !
inches n che5 +�_ feet JIx feet c l r �
iinches -__._ inches feet feet
inches inches feet feet
inches inches feet feel
inches inches feet feet
Nfss wsinp drive allow used 7 )6 Yes ❑ No
r
1 Was a packer or seal used? ❑ Yes Up No
t r'erforated? ld Yes ❑ No
How perforated? ❑ Factory w Knife 1.1 Torch
Size of perforation _ inches by .2 - r�
Number From To - —~
AOCR perforations 1trQj feet QQ feet
t
SO— perforations e1aaZB fleet feet
perforations feet fee
j Well screen installed? ❑ Yes $ No
IN
Manufacturers name
Type Model No._ n�egto I
Diam69
eter_Slotsize— Set from feet to _feet l
Diameter_Slot size_ Setfrom_ feetto feet
r
Gravel packed? ❑ Yes ❑ No Size of gravel
Placed from— ---feet to_-- _ faros
Sodom seal depth-eLQ_MetersW usad in seat ❑ Cement grout
M Puddling clay ❑ Well Cuttings
See" vrxadrn rsstra ❑ winery pit ❑ToNver"ry eartera osswg
❑ overbore to seal rarw
10.
S. LOCATION OF WELL
Work started__-.4z�l finished
�,• Sketch map location must agree with written location.
63
,er N
11. DRILLERS CERTIFICATION
Sobdhrrsion Name Firm liloso Cf-' Fran No.dLi -
-
L01 Na *bock No.
s 91p*sd by (Flan Official)
County and
C`.. 1Dpargtgr) ��ttl_.1•-�-� 1�..J�2�1+.ti)
/Sec.�� T.�N*, R. E/t/r
USE ADDITIONAL SHEETS IF NECESSARY FORWARD THE WHITE COPY TO THE DEPARTMENT
262

P1
Form 23a-7
6107 IDAHO DEPARTMENT OF WATER RESOURCES
WELL DRILLER'S REPORT
1.WELL TAG NO.D 0069073 12.STATIC WATER LEVEL and WELL TESTS:
Drdtirp Permit No. 5L I- Depth first water encountered(t) 396 ft. static water level(h) 396 ft.
W&.er right or inJectoon well ii Water tamp.('F) 72.60 eo tom roe Temp.ft) 72.60
2,OWNER: Describe access port Well Cap
Name Collin Homer Well test: Test melhod:
Address 13871 W. Chatworth Ct. DrawCown(rep:l D+scnarge or res7 duration PUMP ender N r Flow n;
Boise ID 837i 3 0d ) frnmutes) X ertes,a
City State Zip 34 ft. 50 gpm 300 min. ❑ ❑ ❑ ❑
30ELL LOCATION: ❑ ❑ ❑ ❑
Twp. 1 North Ell ar South(] Rge. 4 .as!Ox cr West❑
Water quality test or eornmentzs
See. 34 1/4 NW 114 NE 114 13.LITHOLOGIC LOG andlor repairs or abandonment:
••..,n Bd. From To Remarks,IlthdlagyOroestdptloncirepairsor watn
Dig. (R) (n) abandonment,watertemo.
Gcv'I Lot County Elmore tint v N
Lat 43 n 23.136 !peg and Deana rrunutos) 12' 0 5'� Top Soil j X
116 a 57.669 IT so 15 Brown Clay X J
Long. (Jep.cndDecimalminuet) 12" 15' 32' ' Sand X
Address of well site Off of Regina Rd. 12" 1 32' ' 39' 1 Brawn Clay x
City Mayfield 8" 39' 51' Brown Clay X
Lot Elk. Sub.Name 8" 51' 1 196' j Brown Sand&Gravel x
8" 196' 1 212' 1 Brown Clay x
4.USE: 8" 21Z ; 276' ; Brown Sand&Gravel { X
®DornaSGe ❑Munripd ❑Monitor ❑Im9aycn ❑Thermal ❑!n!ccton
❑other 8" 276' 290' 1 Brawn Clay X
S.TYPE OF WORK: 8" 290' 1367' i Sand&Gravel X
©r ewwe'1 ❑Replacerrrentwell ❑Mcdity exs1ingwcztl 8" 367' 390' 1 Brown Clay X
❑Abandonment ❑09mr 8" 390' 401' ; Brown Sand 1 X
6.DRILL METHOD: 8" 401' 1414' ? Brown Clay x
®AIr Rotary ❑Mud Rotary ❑Cable ❑Other 8" 414- 430' 1 Brown Sand x
7.SEALING PROCEDURES: 8" 4391 508' ' Brown Clay X
Saalrrsaml Frarnrfi Ton oussti. rjsorrr FaceriertmeamC.Srooeese 8" 608' 61V ' Brown Sand X
Bentonite 0 39' 1,300 Ibs Poured 1 8" 611' 623' Brown Clay X
8" 623' 1 631' 1 Brown Sand X
6.CASINGILINER: 8" 631' 1 646' Brown Clay X
o—e"" Frnm(rt) Tr(n) s 4iAo 69a:mid Cming Liner -rreadad Wowed 8" 646' 1 654' Brown Sand X
8" 654' 1 6 5' Brown Clay
8" +2' 1 39' .250 Steel _ G1 ❑ 13 © 8" 675' ' 682' Brown Sand X
4.5" 14' 594' Sch40 PVC ❑ I] t7 ❑ 8" 682' 698' Brown Clay X
❑ ❑ ❑ C1 8" 698' ; 704' Brown Sand X
❑ ❑ ❑ ❑ 8" 704' 1715' Brown Cola X
l C C C 1
Was drive shoe used? 0 Y ❑N Sty Depth(s) 39 ft. --��
9.PERFORATIONS/SCREENS: I ni tt
Perfcrati:ns❑Y EI N At ftd I
Manufacture i screen 0 Y ❑N Type PVC r
Seth WESTEERN RE-GK33!
NF=thod of instzltation i
F'am(t) To(fl) 5rot s;,n''.rd;aneornt 'nerro; Mslenot I Gauge or Scteble 714 ft.
nonarn: Comde:ed Do (Measurable),
594' 714' .020 - 4.5" PVC Sch 40 5/15/2015 5/21/2015
Date Sifted Gate Cema,eled
I 14.DRILLERS CERTIFICATION:
I/We certify that all minirrum well construe ion standards were comp ied vrlh at
Length of Headpipe Length of Tzi!pipe the lime the!ig was removed.
Packer ❑Y D N Type
Cempa-iy Name Post Drilling Inc_ Ca Lib 670
10.FlLTER PACK: *Principal Driller Date 5)2712015
F!Ha'Motional From kn! Toot) Cuarmry tits or tr) Pia:rmera momod ' $f27(2015
8112Silice Sand 540' 714' 4,050 tbs Poured •Dnt Date
*Operator II Date
11.FLOWING ARTESIAN: Operator i Date
Flvkying Artesian? ❑Y ©N Artesian Pressure(PSIG) •Signalure of Principal Driller and rig operator ara required.
Decribe control device
263

-....- --- ....-J
/95-C96 Inspected by
Twp Rge Sec
IDAHO DEPARTMENT OF WATER RESOURCES I/4 1/4 114
WELL DRILLER'S REPORT Lat: Long:
1.DRILLING PERMIT NO. 41 9 9-W �% �� 11.WELL TESTS: 5913 7
Other IDWR No.D0012097 Pump 0 Bailer X Air Flowing Artesian
2.OWNER: Yield Rahrmin. Drtwdown I Pumpina Level Time
Name Ronald&Pamela Miller
Address HC 34 Mayfield Stage
City Boise State M Lip 83716 Water Temp. Bottom hole temp.
3.LOCATION OF WELL by legal description: Water Quality test or comments:
Sketch map location must agree with written location Depth first Water Encountered
K
12.LIT HOLOGIC LOG: (Describe repairs or abandonment)
Twp. 1 North X or South
Rge. 4 East X or West ❑ Water
nnn 23W7 F �._ Bore From To Rcmarksit.ithology,Water Quality&Temp. I YIN
Sec. 34 1/4 SW 1/4 SE 1/4
'—' ?t!`eaes -776% ==u 12 0 3 Top Soil X
12 3 15 Hard Pan X
-
Gov't lot County Elmore 12 15 18 Sand&Clay Scams X
Lat: ; Long: 8 18 22 Tan Clay X
Address of Well Site_Mayfield Road 8 22 257 Tan Sand&Clay Seams �X
City Mayfield an ay X
neat least name of toe same to Road orImulmakJ 260 1320 Brown Silt Sand X
Lt Blk. Sub.Name Clay ay ome Sand FX
8 457 469 White Clay&Large Stone FX
4.USE: an —0 15 r`X
X Domestic ❑Municipal ❑ Monitor ❑ Irrigation 8 471 500 Tan Clay&Some Sand �-X
❑ Thermal ❑ Injection ❑ Other g 500 520 White Clay&Some Sand X
5.TYPE OF WORK check all that apply (Replacement cte.) 8 520 59 Tan Clay&Some Sand x
X New Well❑Modify 0 Abandonment❑Other 8594 610 Whits Clay&Some Sand X
6.DRILL METHODMedium SanJ&White Clay X
Air Rotary❑Cable X Mud Rotary[]Other 8 615 620 White Clay&Some Stone X
7.SEALING PROCEDURES �--
SEAL/FILT ACK AMOUNT METHOD
Material From To Sacks or
Pounds
Bentonite 0 18 90 Ibs Overbore
FF
Was drive shoe used? ❑Y X N Shoe Depth(s)
Was drive shoe seal tested? ❑ Y X N How? IVED
8.CASING/LINER: O
Diameted Froin To Ga ten Casing Liner Welded Threaded r
5.43 �-2 ;616
8 Steel X ❑ X ❑ i
5.563 606 288 Steel X ❑ X ❑ WATER Rt:
Length of Hcadpipe Length of Tailpipe --�
9.PERFORATIONS/SCREENS
❑ Perforations Method Completed Depth: 616 (Measurable)
❑ Screens Screen Type Date: Started 9-1R9.9 Com leted9-23--�
13.DRILLER'S CERTIFICATION
From To Slot Size Numbs Diametel Material Casing Liner 1/We certify that all minimum well constriction standards were
j9b oeu, 0_1-0 5.563 SS X complied with at the time the rig was removed,
❑ ❑ Firm Name Firm No. 3ti
10.STATIC WATER LEVEL OR ARTESIAN
PRESSURE: Firm Official Date /O /
450 ft.below ground Artesian Pressure lb y
Depth flow encountered Describe access port or control Supervisor or Operator ate _
devices: ( n once if Firm Ottieiar-&Openitorl
264

........................................
For9;i 238-7 STATE OF IDA140 Location Corrected by IDVJR To:
S184,1 -"A DEPARTIVIENT OF WATER RESOURCES
Z.
WELL DRILLER'S REPORT T01N R04E sec.3a ni�sw�vw
-� State law requires that this report be filed with the Director.Department of By: niciscell 2012-12-14
.. within 30 days after the completion or abandonment of the v
t. WELL OWNER 7_ WATER LEVEL
Nang) i e- - 1.........�.� �.,N........... .......... Static water level. feet below land surface.
I
Flowing? ❑ Yes ENO G.P.M.flow
---------- --
Andress �Y ,� _-j"j 1 , - - Artesian olosed•in pressure p.s.i.
': CorStroRed by: ❑ Valve ❑ Cap i l Psua
Owner's Permit No. - O � C• n
d!�•_'5 7 7 Temperature ---. E- Quality -----------
Describe:rriEsian Or[CrnACrOrfNP rnnP<fiYfe,w
2. NATURE OF WORK S. WELL TEST DATA
f Nrw wall r.7'Deepened C''Replacement M pump ". Bailer 0, Air J Other
- Weil diameter increase -.................•...........
Abandoned (describe abandonment procedures such as Discharge GY.M, Pumping t.evai lieurs Pu nneA
material,, plug depths,etc. in lithologic lout ^�--""•-
E-- ....—....-_.-................................rar'---—'-----------------
......................................................................._........
3. PROPOSED USE .....................................
Durnestic 1:1 Irrigation C7 Test ❑ (Municipal 9. LITHOLOGIC LOG
u Industrial D Stock 17, Waste Disposal or Injection
--. _ (specify type} Bore Oc th
L i Dt1teC Materidi _water
Diem. FromTo Yes Na
4- METHOD DRILLED I,. 0.
......... ..... "C Q ......... i
-- �Q y •• r_ I
Rotary W. Air C-71 Hydralrlit• 0 Reverse rotary °� AL9s�.t.l�-0.r->.�......_.....
t.abE� 10 DLJq ❑ Other -910
5. WELL CONSTRUCTION
------------1 ....... .....----.................
i_..
Casing schedule: fG steel FJ Concrete Lj Other -- ---- —... —.__._................ -—
Tnirkness ................ _
Diane ['rom T - � :����,�.=:,�S-+f � ---•-- --_.. .._..
incties �� inches r feet fret ........... —....
1 I
- incites - .................. inches lect feet t..:._:......:. ...�........ ...._..---......
-.- �-
- inches feet - feet
inches -- I
.
Inches' inches feet feet "' "' }
Was casing drive shoe used? rX Yes El No ............................................-•—........
Was a packer or seal used? :. Yes & No I ................... .... .-......�.
Perforated? ❑ Yes W No I7 ' eF•Wa. _........... ........
....---
Size of perforation inches by inches . -
.....---- -.........
Num!ter Front �-o �__._.......�....�--- -.,...,.-_.......................--... - •-
perforations feet feet .-._ _.-�-.. -....... _..........--- --�
- -r
-........................perforations feet feet -- ---...
_... - -` `
_perforations feet feet ... ........�......_.;'.-_...._• i- -
Zil's'c'reen installad? ❑ Yes No - '"r T� .. -
Manufacturer's name
i
...__- _
Type :
oeo. . ...--ti-w--•-+-.�.........................
Diameter—Slot size Set from feet to :• ---------
feet -
--'
--............ r:Ih "Fr" .3�................- '
Diameter.........__Slat size —Sr t from -----^ ..feet to feel r ,.g;,;;;;� ---------... --...
Gravel packed? r : Yes N No '� Site of gravel ..............—...-..--......----..... - --........._.._..........__ i
Placed from feet to _ feet ....--...�-- ----- ->—• - - �
--------- -- ------- —
Surface seal depth Material used in seal: Ii Cement out ...........
Wf Benionite U Puddling clay ❑ — - IM.� .......
Sealing procedure used: D Slurry pit L] Temp,surface casing -----""-----' r ----------....
--
0 overbore to seat depth �-- --a�i�-#}...ti...:��� ......-........ ...
Method of joining casing: Z Threaded ❑ WQlded 0 Solventt -J— ------------- _ _ �
....__—......— ... ..........
�..-.
i Cemented between strata
Describe actress port_.............
Work started LP
finished
finished
J1 ..._......ss ....
6. LOCATION OF WELL 11, DRILLERS CERTIFICATION O L
Sketch in OP location must agree with written location. I/We certify that all minimum well construction standards were.
N complied with at the time the rig was removed.
Subdivision Narne
�1�[ttP
Firm Name � ,1 DSc
�....._.......:.:1r.�meF.irrn No. _...•�.�---
W -' E -----........-----......._ -- n {
r : Address...s?�. &cam Bate A/-1.2
Lot No. Block No,
r - — Signed by iFirm Official) �� �- :-
S -.. .. .
County 7��C'...---- and
Sec..._ . . ....... N ' E (Operator)
T. _ E-
'. :..�
USE ADDITIONAL SHEETS IF NECESSARY - FORWARD THE WHITE COPY TO THE DEPARTMENT
265

Office Use Only
Fomt 238-7 IDAHO MPARTIVIENI'OF WATER RESOURCES Inspected by _
3rv5-C96 WELL DRILLER'S REPORT TwT' Rge Sec
114 1/4 IA
I ar. Long:
1.DRILLING PERMIT NO. _- - 11.WELL TESTS:
Othcx IDWR No, Opp DBailer N Air 0 Flowing Artesian
2.OWNER:
Name JIM PHAGAN
Address 4200 PASADENA DR. 430
City BOISE State ID 'Lip 83705 W'atcr"temp. Bottom hole temp.
3.LOCATION OF WELL by legal detieriptioe: Water Quality test or comments:
Sketch map location triust agree with written location Depth first Water Encountered 487
12.LITHOLOGIC LOG: (Describe repairs or abandoamentl
Twp. I North ® or South ❑
w Rge. 4 East ® im West Water
j Bore From To Remarka:I Ubology,wetter Qh"ty&Temp. } N
Sec. 33 1A NE 1/4 NW 1/4
71f�� -mw+e% M-K6 10 0 3 BROWN'FOPS MI.
10 3 14 BROWN SANDY CLAY F7
S Gov't lot Cattnty ADA 10 14 18 TAN SANDY CLAY
Lai: Long: 8 18 29 TAN SANDY CLAY r
Address of Well Site 23735 DESERT WIND 8 1 29 157 BROWN(.JAY,SAND&SMALI,
City BOISE GRAVEL
M n e.sr name o m t, or t.anJna 8 57 81 BLACK LAVA
Lt. Blk. Sub.Name REGINA HEIGHTS 8 81 212 TAN CIAY W/SAND
8 212 244 STICKY TAN CLAY
4. USE: 8 244 309 STICKY TAN CLAY W/STRIPS BROWN
® Domestic ❑Municipal ❑ Monitor ❑ Irrigation SAND r'
❑ Thermal ❑Injection ❑ Other 8 309 376 BROWN SAND W/SMALL STRIPS
5. TYPE OF WORK d",- all that apply (Replacement etc.) TAN CLAY
®New Well❑modify❑ Abandonment❑Other g 376 421 CEMESMD BROWN SAM) r'
6. DRILL METHOD 8 421 480 STRIPS BROWN SAND&TAN Ca
® Air Rotary [I Cable❑ Mud Rotary❑ Other 6 480 487 STRIPS BROWN SAND&TAN CIAY
7. SEALING PROCEDURES 6 497 511 FINE BROWN do CLEAR QUARTZ SAND
TER PACK AM METHOD 6
Material From To Sacks or 511 539 STICKY FAN CIAY
Pmnds 6 539 541 VERY FINE BROWN& MICA SAND
6 541 545 DIRTY BROWN SAND&SOFT TAN
CLAY
6 545 562 MEDIUM STICKY TAN CLAY
Was drive shoe used? ® Y ❑ N Shoe Deptlr(s) 6 562 572 COARSE CLEAR QUARTZ SAN`-D&
Was drive shoe seal tested? ❑ Y 9 N Idow? PEA GRAVEL
acing Liner Welded '1'b"ded RECEIVED
+, s 5 ST 0 ❑ ® ❑
❑ ❑ ❑ ❑
0 13 El D F
Length of Ileadpipe 101" L=tgth of'I ailpipc
9.PERFORATIONS/SCREENS Completed Depth; 564 (Measurable)
❑ Perforations Method Date:Start Gmt tletcd 7 01
® Screens Screen Type[gle-,,gWing 13.DR(LLER'S CERTIFICATION
FroVWc unify that all minimum well constru tiou standards were
559 569 20 S' S1 To Slat Sine Number Uiar►acrtt !vlat S1 asu► Lirxr complied with at the time the rig was removed.
59 ti T
❑ l] Rim Name SOS Wet Co❑ ❑ �,,� unn,P� Firm No. '12
IA-STATIC. WATER LEVEL OR ARTESIAN Finn Otlictal - ,.�� Dote
PRESSURE: Supervisor or Operator 48
1 f1. below grmmd Artesian Pro-Aurc lb !Sign ixKx if Fi :cia,&Clperalnri
Depth flow encountered ft. Describe access port or control
devices: Date. 12/5101 Fnac:12.12 PM
266

Form 238-7
6
/0
7 IDAHO DEFA, JMENT OF WATER RESOURCES
t� 000 155 WELL DRILLER'S REPORT
1.WELL TAG 140.D 6 12.STATIC WATER LEVEL and WELL TESTS:
Drilling Permit No 9 971� 5-875772 Dep:h first water encountered(h) Stal:c water level(it)
Water right or injection well# Water c
--- temp ( F) Bolcom Note temp.(OF)
2.OWNER: Tesoro Logistics / Mesa Produsts Describe access port
Name 19100 Ridgewwod Packway _ well lose: Test mou,od:
Address 19100 Ridgewood Packwa orawdown twat UrsUtarga a Test durauon
y ( ) rold am) miru:as rump Hailer Air Flowing
City San Antonio state Tx zip 78259 ❑ ❑ ❑ a"�n
3.WELL LOCATIO14: N A El ❑ ❑ ❑
Trip I N North[� or South❑ Rge. 4E East E] or West❑ Water quatlfy fast or comments:
13.LITHOLOGIC LOG andlor repairs or abandonment:
Sec. 28 NE va SE t/a 1/4
Boato pin Frorn 7o noma6s,Ilthology or descrlpuon of repairs or _~_ Water
Gov't Lot Ccunly Elmre lint in, (n1 abandonment,water temp. Y N
Lat -N-4T'-- 23.375 (Dog andDec,Ta!m:nines) S" 130 15 Gravelsilt sand X
Long _W 115` e 58.561 x
(Deg andDecmalmvtoas) 8rr 15 55 Tan sand coarse ___ _ X _
Address o�iggea Stop 307.5Mayfield Boised E, of 8rr -- 5 T 63 sand clayw/gravel x
rr P1T1aS 1rP
Sub Name �'-'--- ` 1-79--Gr-en-.cl.
4.USE: --�- 8rr 79 188 Siltysane- --- -- x
n -
�]Domestic p fun:cipal ❑klon,!or ❑Irrigation ❑Thermal ❑Injection 3B$-- -Q� x
XR other Cathodic Protection rF �y sand —
5.TYPE OF WORK: rt
49 New well ❑Replacement well ❑Modify existing wall n
❑Abandonment El Other rr �iI tstona��� x x
_
6.DRILL METHOD:
❑Air Rotary 9k lud Rotary ❑Cable ❑Other
7.SEALING PROCEDURES:
seal maeonal From R) 1 01a Duar.!dr fits dr rt-1 Placemcr.!mc!twdrorocadt:ro v
Bentcni 0 150 1
Cz£GuC 5 sks Pressure-grout
-- - -�..-- - — ---
8.CASING/LINER: _a71 eS 5 f t-To—nag
D'ameter From'I! Ta t Gauger - - Qn �� t,..il�er5 li CAll
Inom:w� ( l )_ 1!I Schod�lo b1a!onal _-_casing L.rm lhreadod Wd:dud 155— Q —�
1 11 u 1Du 40 rvc ❑ ❑ ❑
14 160 300 40 stb O O kk ❑ —
❑ ❑ ❑ ❑
❑ ❑ ❑ Cl
1^Jos drive shoe used? ❑Y Rfl Shoo Depth(s) -
9.PERFORATIONS/SCREENS: -
Perforations ❑Y EN Method
were Q
Manufactured screen)M Y ❑N Type All Vent WESTFRUREGIONi
Method of installation
From(a) To(rf) Slot si.e flumt>,?r.'rl D,amc.w Idatm:al Gaugo or Sa,odulo
nacma!1 _ Completed Death Moasureble) 300 r
rr:
1 S0 300 0001s PVC seh 40 Dale Started 8-2-15 Deto Coin Acted. 8-4-15
14.DRILLER'S CERTIFICATION:
Intro certify that all minimum well construction standards were complied with at
Length of Hoadpipo Length of Tailpipe the time the rig was removed.
Packer ❑Y )ER N Type_ Company Na Hansen Drilling Co. Irp� Na {c-1
tO.FILTER PACK: 'Pdncip3 rill =1,iiQt 1) Jonas 3395 Data b-1-1-1 ti
Fdlw Ma!er!al From(rt) To(n) Duarely pbs or a') F'lacomont method
Loresco Sc�3 145 300 65 sks Trenlie 'Driller Joal welcri 34� Data 6-13-15
'Oper or 11 Date
11.FLOWING ARTESIAN: Operator I Data
Flowing Artesian? ❑Y ERM Artesian Pressure(PSIG) 'Signature of Principal Driller and rig operator are required.
Describe contr-.I device
267

Oq
Office I Ise Oniv
11spected by
Form 23k-7 IDAHO DEPARTMENT OF WATER RESO[JRCES I,WP ._.R,-,e_Sec
WELL DRILLER'S REPORT —1/4 114........ 114
Lat. Long:
1.DRILLING PER_*,V1JT NO
Other 1DNVR No.D0039448 11.WELL TESTS;
2-OWNER: F1 Pu np El Bailer M Air 0 T-lo hip,Artesia
Name Craig& Kerrie Wilson jil] Dr1,Ad(,jyj3 E51111pirgo Level Time
Address 4916 W Outlook Ave 15 upm I hour
City Boise State ID Zip 83703
3.LOCATION OF'WELL by legal description: Water-Ternp- 1301toni hole tern 1).
SkeLch i-nap location illu!qLagree with written location Water Quality test or continents:
N
Depth first Water Encoinitered
-17M Twp. 1 North 0 or South El 12.LITHOLOGIC LOG-(Dewribe repair or abandonment)
E Rge. 4 East Lq or West ❑
Water
71= Sec. 27 1,14 SW 1/4 SW 1,14 Bore From To Reruark,,A-iihology,Waler
1 Qnality&Temp. I YJ N
j.0 wes 40 acrIS 14 ra—M-1
LJLIJJ j.L.A_
Gov't lot County Elmore— 101, 0 5r Top soil
S ]Olt
Sr1 18' Sandy Clay
cat: Long- - :
6" IS' 60' Sand
Address of Well Site 190 E Indian Ci-eck Rd V 604 951 Gray lava
City Mavfield 611 95' 125' Sand&-iravels F-1
;Give at It=name of mad Distance ifj Road or LandrualkI 69. 125' .160' Tan clay
Lt. Blk. Sub.Nanie WI 1601 251111 Sand&gravel
V 250' 3001 Clay& sand seams
4.USE: 6.1 300' 3 7 5' Sand
Domestic F1 Municipal El Monitor 0 irrigation 61, 375' 418' Hard brown cinders
❑ Thermal [I Injection [:1 Other WF
5.1'YPE OF WOM check all that apply (Replacernerit etc.) —
New Well El Modify El Abandonment El Other
6.MULL MEA HUll
Air Rotan,El Cable El Mud Rotary [I Other
7.SEALING PROCEDURES
$E-AljF1L.TFR PACK ,.\-MOUNT METHOD
Material 1'roll) to Sacks or
Pounds
Befilonite a Is 1000 0-,alkwumas,
Was drive shoe used''� MY 0 N Shoe Deptli(s)418
Was drive shoe seal tested`? [_.] Y 0 N flow?
8.CASINGAANER:
f-­ing SEP 2W5
!..:net Wv.11*1 'I'lireided
6 5,1 +2 419 IM ("S ❑ ❑ WATER RESOURCES
n n WESTERI!HLCijUjq�__R[
F
Length of I leadpipe Length of ailpipe FF
9.PERFORATIONS/SCREENS 7E
0 Perforations Mediud. Completed Depth: 418 easurable)
El Screens Screen Type ...... Date:Started 0.7-05-015 Completed Al-_61415_
rroin -1,i I S111 Sizel Nuinbtd 1)iasnetcl Maten"d (aline Liner13.DRILLER'S CERTIFICATION
I/We certify that all minii-nurn well construction standartis were
11 0 complied with at the(inic the rig was removed.
U El- Firm Name fliddleslon &Soil.bic. Firm No.15
l 0. STATIC WATER LEVEL OR ARTESIAN
PRESS URE: Finn Official Date 0;r-
358 ft.below-round Artesian Pressure [b A
Depth flow encountered ft. Dvwribc access post or control �/
i( ( ( Date
--
devices: Supervise
I ziez,
if Fil�n Official&Opelazo-T)
.... ...............
268
----------------- -

Annendix D
Existing Adjacent Well Map
Mayfield Springs Water Facility Plan
269

" -7:1f
J •'
.ZT •`t Ir _ G L _ _ ♦ p 1 p N/1t4 �•r__i11
i ..�
�r
11 I •'1 ^ 1
Al/j(• `' i l III i� • "J \``\� .
d
! II
+ i
is
r
iJ 51 Om e to r,
/r
270

Appendix E
USDA NRCS Soil Report
Mayfield Springs Water Facility Plan
271

IDAHO GEOLOGICAL SURVEY DIGITAL WEB MAP 144
MOSCOW-BOISE-POCATELLO IDAHOGEOLOGYORG PHILLIPS AND OTHERS
„a=ran,/a•�e ar a e •s ua°0=e, =ez =N •a =es us°sr3o- =ss ius°a
41­
INTRODUCTION GEOLOGIC MAP OF THE MAYFIELD AREA, ADA AND ELMORE COUNTIES, IDAHO
The Idaho Geological Survey(IGS)mapped the Mayfield area in order to
assist the Idaho Department of Water Resources with a groundwater
a evaluation of he region. Mapping of prebasalt unit was � William M. Phillips, Reed S. Lewis,Virginia S.Gillerman, Dean L.Garwood,and David E.Stewart
onducted in 2010 by Lewis,Stewart,and Gillerman.In 2010 and 2011
basalt,sedimentary,and alluvial units were mapped by Phillips and 2��2
Garwood.Phillips and Garwood compiled the well data and constructed
the geologic cross sections.Mapping in the western pan of the area was
aided by existing regional geologic mapping(Bonnichsen and Godchaux,
2006)and soil surveys(Collett,1980;Noe,1991).Water well logs obtained
from the Idaho Department of Water Resources were used for construction ,r..... "
of cross sections,as were an unpublished consultant report(Wood,1996), a, _ - - Tm
an ,published geophysical report(Liberty,2010)•and logging of the y lsa
Mayfield and Nevid wells by IGS staff.Drill Chips for those wells provided •1 ass
courtesy of SPF Water Engineering,LLC. /
I 'Irp
)QTs
tea A CORRELATION OF MAP UNITS
Ta % / T - i -
SYMBOLS � ,
„r]y Artificial Sedimentary Deposits Volcanic Intrusive Rocks
Contact:dashed where approximately located. T v, ( \- _ Deposits Rocks
PProx ma y r QT °-
P r
a QTs VA V A A Qaf
qe. o:E/ �� Kbgn ��� \ ..,3 Qa Qef
Fro I Holocene
"'..•.•••.--r--Normal
fault ball and bar on downthrown side;dashed where _ pit (last QUATERNARY
approximately located;dotted where concealed. _ \
9bp � \ \ J
\ Kbgd
\w Strike and dip of bedding. ' ,T : q "\ l I Pleisocene
Is Estimated strike and dip of bedding. T z N _ I; - CTs s Qssf „� �) A\�, r QTs QTb
Str ke and d of foliat on. '"' - _
"Y Strike and dip of pluton c foliation. Ti I QTs gbsf _ V _\ y d Tgbp Pliocene
X Strike of,critical plutonic foliation. 1°'"5,. j � ' QTs ter- .,I � ..r^ �,.
f' , -
';�Strike and d of crenulat on cleave Qaf ossf .A
p cleavage. /. Miocene
IS Strike and dip of flow fol at on gssf* \ v - QT� TERTIARY
y Stike anddp ofjont _ - _. r /
I ,d.� yr/' rye- - b Oligocene
f Str ke and d p of jo tit vertical. r i1 \ % / I , ,/°
6`
Ve n:arrow rid cotes bearing and plunge. ��
J T
,,
e A Dike:arrow indicates bearing and plunge. - gssf '-, sr / n, Q, ' I a I ---' � Eocene
Trv' / To/Tqm/
e.
j K Ar age sample location(Othberg,1994). Y I _
a \ \alit
( r
"VG"OEI U-Pb age sample location / ., \ I f a - Kb9C RETACEOUS
' _ \ Qbsf .- (`- \ 1 C
so--
I� � ors '.Je � ��
azoo�" 3zso Sho[points of refraction seism c survey(Liberty,2010). �� ��\ ,/}/fir "mil / �i �•e,_ / b it f _ /'
301282}Monitoring wells(locations taken from IDWR,2010). _ ` `� gssf �y\'/L'ql I L� / 1' j`'-
ffi� ..\\ I/ �,,
3392320 Wsterwells flocatonstaken from IDWR,2010). 1 ,i'I - ' , ,m
p fDVG020 Geochem cal sample location(see Table 1). Ts v Q` a....•. - _ - \/ q/
37396 -- • -^ '
paleomagnetic sample location(see Table 2). -� "` )f � Y�� - - �� DESCRIPTION OF MAP UNITS
Qbsf? ,v� qt .\ r Kd x `�.�-
T' - '^'�- VOLCANIC ROCKS
.,.,,.w.+Crater Rim. x / gpst_ _ Ts' /,q' �)., J\
- °.�•K`^ / - - - Mineral modifiers are listed in order ofincreasing abundance Grain size =Basalt of Higby Cave(Pleistocene) Medium gray diktytax t c basalt with Porphyritic dacite dikes(Eocene)-Greenish gray,highly porphryr tic dacite
,ii�Volcanic vent. - Qsf? y� Qssf"� _ + . y r1, A / - ,i '), -�" - / classification of unconsolidated and consolidated sediment is based on the abundant light brown of v tie phenocrysts and glomerocrysts 1 5 min in dikes<5 m(<15 ft)in width Orientation is typically northeast.
11 I ' ' a Qa 8 / 1 _ Wentworth scale(Lane,1947). length.Where exposed at railroad cut m sec 8,T 1 S,R.5 E.,consists of
>- ;�ea5410 / a 3!; • ✓ ..v� of single flow,vesicularewith blocky cooling columns-90 cm 136'N wide. Ta/ Andesite dikes(Eocene) Dark greenish gray,sparsely Forphryr t c andes to
�' A� / )r ' X'l Loess cover is<1 m(<3 ft)and discontinuous Pedo b t lice dikes<5 m f<15 ft)n width.Orientation s typically northeast
/ / _ geo c car one e-s
loop _.��'�. �� ,
gbsf \ • i/ rt., %/ '?. .�. -- - ,/ / _ / - Kbgd ARTIFICAL UNITS coatings are present but not a well developed dur pan.Forms hum mocky
I % %„„ t C ' 6^ ,I 10s0 - '- / / • - _ , landscape with numerous closed depress ons and§plated h Its.Erupted Tqm/ Quartz monzonite dike(Eocene) Dark gray,fine-grained,b of to hornblende
s""'� '" I - r 01, - �Artificial fill(Holocene) Engineered fill alongInterstate 84 and small quartz m on to Single dike mapped northeast of Thomson Ranch.
gssf 11 o0 _,y-•�..• man from Flagstaff Butte(sec.6,T.2 S,R.3 E.) Undated A late to m ddle Orientationnuncerta n because of
r-r _ „ / - y,z - -made dams. Pleistocene a t d b thin loess cover,moderate development of poor exposure
a ems° e. •• -. ^ % gssf / .. Ate/ Ts - / 11 so - v _ , ge ssuggese y pmen
eevvpo` °a ;/ /: - er'a"_ /�,zoo __/ _ y - ' } a K so I horizon,and lack of significant ves cle fill ngs m-adhering. Kbgd eimite granodied.(Cretaceous) Light gray,egmgranular,med mn gra ned,
a' �' / ` Q y /25g I r � 1 Named by Bonn chsen and Godchaux(2006)for lava tube coma tied b o[to grand or to to granite.Locally contains one percent or less musco-
d\ - ) / /� /,_ Kc - SEDIMENTARY DEPOSITS within the flow in sec.32,T t 5,R 3 E Magnetic polarity is normal.See site and trace amounts of garnet.
�r %�. _ qrs / ,I- / g Table 1 for geochem cal analysis and Table 2 for palomagnet c data.
/ - % - 'T Qa Alluvium of side streams and main streams(Holocene)-Light II h
. s
yellowish gray
e° va ° o.a,°id•^" - - Qbs" / Ql i 'DI'/ j 13 1'- ! T to white arkosic sand,granules,and sand It Faintly bedded to well Basalt of Slaters Flat(Pleistocene)-Med um dark brown weathering,
rips Pa93 A ionilo ,"M. I / / ,aso f Vf Ts' _'f = - i sandy v gray, STRUCTURE
/
sa °Fi^'"^^^^"a dP^'""^a` a • / qrs v ql 110 a ! / I- �® bedded with discontinuous sand and granule beds,and local crossbeds. interstitial to d krytaxit c basalt Contains sparse feldspar megacrysts 3 t0
� /� - _ � � / ,.® - - Granules are composed of suban ular quartz and orthoclase derived from mm Ion d abundant 1muram henoc is of,l v ne and plagioclase 1-3
LounoN MAP -.I _-_� / Ban g p cry p got
•ma - - { Qssf __on X J / _ .a __ or pegmat Cc granitic rocks.Streams ne contacts w th granitic n d ameter.Consists of a single Flow 6 9 m(20 30 k)thick with crude
,._ veinsar m
,� - /// ;- T -_-?^: =`�% �.-^q, I s'� � bedrock contain cobbles and boulders of rhyolte porphyry Tip) colonnade structure Typically exposedalongcl ffswthablocky talus Vent NORTHEAST-TRENDING FAULTS
s _ gn11 z _ - / ossf ,/175o 1. . A'- - ^=1Y- other dike rocks,and biot to grand orate(unit Kbgd).On man streams, a low a structure.
(sea 2,T 1 N,R 4 EJ.Vent area lacks exposed cinder or
Rasedigital I ed from 1:24,000-sale Field work conducted 201 D-2011. Qssf • .x 06 The drainage of Blacks Creek is controlled by a east-northeaststrking
�I u
bs ( ;=' - ,_.� s? - ` ,y• flodplains are broad and aggraded with shallow braided channels Side ia.Dated by K-Ar methods at 0.907 0.280 Ma(Othberg.1994,p.13;
USGS film separates,1990,1992. This to funded he Idaho - / 3636Bs ./'; f -` scot fault.Thisfault scharacterzed by brittle deformation and may control and
geo g c map was by l _ _ /: l- /+ ����`' \ f.� �, qrs - I i - streams mostly consist of flat-topped f Its tic sed by steep walled channels Othberg and others,1995).Normal magnetic polarity.At quarry m sec.12,
shaded elevaton from I m DEM. Department of water Resources. / Qbsr �' leap "1, _, - p- 'I - s as deep as 2 m(7 an.Thickness varies from<1 m to 2.5 m Q to 8.2 ft). T.1 N.,R.4 E.,flow lies over reddish orange(baked?)silt and is capped by offset the east wes4 south-dipping vein mineralization at the Golden Eagle
Topography by photogrammetric methods from Digital cartography by Collette Ganienbe'n at _ �Q g5 �- /yylrr �/ % - about 1 m T h)of brown basaltic tuff and r silt.White carbonate-s lice near the western map boundary(sec.29,T.2 N.,R.4 EJ.The fault
erial photographs taken 195a-t 95a.Maps the Idaho Geolog cal Surveys r, 301856 1900 ------/ I 3bp / +� p, Qef Alluvial fan de osits(Holocene-late Pleistocene)-Light brown ark sand, g aY offs eIstwo Tip dikes in an apparent right-lateral sense Another fault with
a ti Qa / .� - P g dur; developed on the silt.Unit flowed southwestward for at least
revised 1971,1990,1992. Digital Mapping Lab. -°os _ - __J _ s Qt z000 _.r / _ _ - gran tally capped w - Pan is P s present map boundary.It
r
._ -__ - - '; -_-� ales,and s It,to th redd sh brown montmonllonitio 1 as km(9 mi)from the vent ro near Indian Creek Reservoir.Quarried for m tar strike en[east of Pole Gulch at north too
Projection:Idaho coord note system,west zone Reviewed by John D.Kauffman, ossf � "\ - - ��+ ='3o1z8 o- K s - -�- _'',� qa Qa -- clay.Thickness s at least 0.8 m(2.7 k).Forms a gently southwest d ors to be also ated with vein m neral zat on.The southwest extent of
(Transverse Mercator).1927 North American Idaho Geological survey. Qbsf ", zoso /// i/ Oa a�, ,�/,/ �II - - ;�, - ,s y g Y dipping rushed rock and riprap Geochem tally distinctive with TO,concentra- appears
Datum. - 348f04 / --_ z,oo �., - r - surface with very low relief.Where not disturbed by agriculture, II ° this fault s uncerta n because of poor exposure The northeast orientation
Ma ]-9-2ot2. - % f+�-- -�' Ts '• - - \.• t ons approaching 4 percent(Table 1).Outcrops 26,T.1 N.,R 3 E.
✓`' -I, _ /,//'
er /, -- braided channels are present Generally overt es a carbonate s I ca duripan ps in sec of the East Fork of Slater Creek and of Indian Creeks suggestive of similar
I0,0001out d l aka based no Idaho cnnrd,ale p p may Qbsf ql - / - � i� v..d. /, mapped by Bonn chsen and Godchaux(2006)as"basalt of Indian
PDF(Acrobat Rollo ma be v,vied / Qhsr '-�` _ developed n arkos c sediments probably correlative with QTs.Separated were structures,but no definitive surface ev dence for faulting was observed n
y
system,west Bone onle,at dahogeologyorg. a Q _ Qa -„Cl� ;' ' ' �" Creek"but are tentatively correlated with this unit See Table 1 for
z15o �i"-�\ . ` C '. � 11 / from un t QTs by<7 5 m 1<5 ft)scarp,and from un t Qa b absence of these drainages.
t 000 merer uo vernal Transverse Mercaor gr d - '-- a? \ --r, 9°c - - geochem cal analysis and Table 2 for paleomagnetic data.
tcks,zone I1 _ '^ 400D / 2250 z20o -bY/ -// / / �;� - `--_ m slightly incised,active stream channel Formed by the deposition of
=oa -1 4050 /' 3 lI I ;r l ab-.°; /`.. // / - _ alluvium handed against lava flows of units QTbor and Qbph =Basalt of Orchard Ranch(Pleistocene-Pliocene?)-Light to medium gray
SCALE 1 s6,000 11 Ij. - - - --1� - 'x / §'� - / diktytaxaic basalt with sparse of v tie phenocrysts 1 1 5 min and ground- BOISE FRONT FAULT SYSTEM
4mo / _ 0 ! - / __ - el Fill terraces(Holocene-late Pleistocene) Arkos c sand,granules and lesser d chyme 0.25 0.5 min.Most vent samples th-
Qbsf also / 'l I " \''-/ / - _ / ass plagioclase th e ano d are wee
Maes \ az ''4r,.f- 4},, h J/ a,6.Jty'/ ��/ -h _ _ cobbles along Indian and Slaters Flat creeks Cobbles and granules of basalt eyed with vesicles partially filled with brown or white secondary noncar- The Boise Front fault system was mapped by W tk rid(1975)n the Mayfield
♦. 4^ \` ¢ / _ -� �/ // .q m^air�"'�� /' ?/- and rhyol to porphyry locally present Surfaces are nearly flat and cut by banal,minerals.Eru led from vent in secs.4 and 9,7.1 S.,R.3 E.that is a down to the-southwest normal fault separating plutonic and
soo Fsa o ,,soo 3,00o ,,soo a 000 6 / .... I / ..,,r - - .,.&'- r-464.9E - steep-s ded channels coma n ng presently act ve streams Capped by 20-50 P volcanic rocks of the Danskin Mounta its from sed meet in the Western
�^ ' '/�/ / 4 <.1 / f I elongated l00.280•with small crater depression open to the south.No
0. t �? 1 �'' t-� I F .,, (/ a<6 / c- cm IS-20 N of weakly developed s Iry so Is with th n Bt and Bw horizons. c riders or scor a were located m vent area Covered with thick loess- Snake R ver Plan.Othberg(1994,F.21)suggested that the Basalt of Slaters
FEET k
u ols os , is 'xtomerFRs n i _ _ _30 - 3350 \ $ {\ / "`-oa ' *" "°'" Thickness less than 2 m(6 fr). Flat era t d from a vent on a fracture system t d with th s fault our
,A3y� >',', _ /'. derived soils n most places,form ng much smother landform than P e ys em associate°a \ \ M QTs g'/ / f did not reveal an direct ev dence for a structure in the location
comoprmerval20�eer _ - \: - •.r d _ Qsaf Sediments of Slaters Flat(Pleistocene) Arkos c sand and ked adjacent lava flow(un t Qbph Best exposed n railroad cuts',sec 8,T t mapping y
s ° - \ ha / / 4 fi' ,p r qa,l granu es,rewor P d b wtknd(1975)Th s may (I t II
i
0 320o propose y y re ec genera y poor exposure
" a ` - L/ JC •+ /q - / - loess,and cobbles of basalt v Slaters Flat(unit Qbsv.Light brown,crudely to R.3 E where carbonate-silica ca dur pan nd 2 m Pliocene
7 k)th age
s present on.'zr..e 1z '° "s � -' � � �t / '. � d ��' ��i'1lu/, / __i -.�� ,o cone'tons,or nd'cate that[hefaul[seuher not torthat most move
.,/ ,,;- 1.I i I - \oe - Fv / - stratified colluvium and alluvial fan deposits.Derived from loess,wealth- top of basalt Normal magnetic polarity Undated.PI ed by age seems most merit predates units Qbsf and Ts.However,a reflection seismic survey
..;�.(" - ✓ `y T\ ~ ,�'' �-' Jj / i"'{"' / 'f. ^' j ,;a' j ered basalt,and arkos c alluv um transported onto the Slaters Flat volcano likely based on thick dur pan and loess cover.Named by Bonn chsen and P Q Y
T l N -: _ _ _ ,' �>>r / f // - '^ter:. ., ., {� / .Kit Godchaux(2006).See Table t for hem'cal anal d Table 2 for (Liberty,2m0)from the Ada County I tie to near the Mayfield towns to
-_ / - Ji { _ T 1 N by streams Forms small alluval fans,patchy alluVum along nrerm tten[ Beat analysis an located two down-to-the-southwest normal faults(L M Liberty,written
r,s - - 4� v j �~{ - - T'15 'pen of bable lac'al on Thick- paleomagnetic data. y,can
s f
< 9 u +• / •.•�,�" r _ streams,and small mounds and stripes pro erg g ommuocat on, 201 t) These faults truncate t reflector
/ , X - _-_ P a prominent
""'®'" - - z� -I- ] - / _ ness ranges from<7 m(3 ft)to as much as 10 m(30 k1 Qm Unnamed basalt(s) (Pleistocene-Pliocene?) Basalt a ountered n water c ter t d to be the contact between t c rocks and Tama drments./ ,� I ,f , _ S/ _ / tic n pre, gram ryse
_ 1 1 I yy ,, ( +.j / - `'` Kbgd QTs Sediments(Pleistocene n,Pliocene)-Arkos c,brown to yellow or reddish wells and shown n cross sections;source and age uncertain. The amount and timing of offset on the faults s poorly constrained by the
nTbor t> i �✓ -! _ �! ni ` a iL brown,coarse sand and les with lesser cobbles,finer sand,and silt. rvey because shallow reflectors are d continuous as a result of
.� aso._ � - ,.
eis
_ q° granu Tins Tuff and sandstone(Miocene?) Brown to olive brown to orange class c rock, late all s than strat h wit
th n Quaternar 7ert ar sediments.
:. ". - .I f ....r m \ � / , %' derivedY g rig Brae Y Y Y
R qn - Granules are mostly subangular quartz and orthoclase from veins typically with poorly defined bedding from centimeter scale to as much as Pleistocene offset of units Qbsf and QTs s suggested b h c
• ��� ,- _� y .�. ." ? - - - or pegmattri gramtc bangular to surface traceof he north
,{� rocks.Sands are su subrounded,with 1 m thick.Clasts typically a few millimeters to a few cent meters across,but lineaments locally present along the projected su
-� v / "' quartz,orthoclase,plag oclase,b otite,m ov tc,and mat c minerals.
race ern
`i u n includes larger(as much as 20 minimal
cal q as well.Well indurated and ofthe two faults.Further work is needed to full document these structures.
„o, -\ -'' _ I - ,- : w.J
i;: r ��s J •,� ,+ i /s � a,/ a - l '�'� � - /i. J Stratification ranges from fa tit(where unit appears similar to decomposed overcomposition, coal quartz gra its and I tally,bun- Y
"I ".
' ✓._ Qa z-. / j �, ,�``- T granitic rock)to discontinuous medium-thick parallel bedding with local
^^- - \ -v QTs : I' i �_-� C / Ar' a dantablackll f basaltc lass grins and ves cular palagon tzed lass Most
`„ j j af rossbedd ng So Is cons stofwh to carboate-s hca dur pan w th veins and clasts a to be basalticaand man d ves cular.Local)\ tit I :`.e. . J �� / , 4 a -1\ ° ppear y are g assy an y_ NS ;1. 2:.„., � / �\ -/"" ,y,. i /' 1 ~F' I,.+I' t' Ts: / Plates,overlain locally by reddish brown arg II c(BE)horizon,and alight contains chalcedony veins 0.5-1.5 cm n width.In thin section,grans of REFERENCES
Qaf *' ^,4 , /" h -' ^ , 6 i _/, / . d ...? / /j brown silt layer with minor sod development Angular chips of broken
` / v - ,f ,,,,> q / - both isotropic matt black glass (tachyl te) and translucent brown
/ // �/ �, ✓ ,. „f - , i Jr / ,ei - e' .aY" F =Q= J'. duripan commonly Inver surfaces Exposures are generally poor,Part s deromelana are present,along w th,tact glass shards and some bth cs of
-�,^. - - - 4zo19 J 7 / j /r 'ro- s� tl / / larl the south n of the ma h de th of incis on s less than 1 m 13 Bonn chsen,Bill,and M.M.Godchaux,2006,Geologic of the Murphy 30
\ - � \��\� '/1 J e / '/I f% �' ( % ^ ak"'T°' �r ^g yin r npa from 2 p w mf e p 1 r plagioclase of v net?)phyr c basalt and sparse(<10 percenU grand orite g c map o p y
Ts'+ .•�I Kbgd ft).Thickness ages o to 30 (6.5 to 00 ft).Th Thickness s unclear x 60 quadrangle,Ada,Canyon,Elmore and Owyhee counties,Idaho:
- - - _ - \-i/ /:-i' k / ' QTs i.I' . l% / / �.QTs ^•r /- //,� because water well to s do not distinguish between this s unit t and under)- and detrital quartz Both field and microscopic evidence suggests phreato- Idaho Geological Survey DWM 80 1 late scale 1:100 000.
- ,"' \ ��_ - (- -��� / / t - y '"•,,/ /; ) - 't gY magmatic(magma interaction with water)deposition with I the rework rig. g Y P '
�„�__' "-"`- .' _., �I �\ /) �^ / ,� i / r - aP 1 .•r,•. r / ", --//Qr ing flue al lacustr tie deposits with similar thologies.Near contacts with Vent unknown.The Ma field and Nev d wells(F ure 1)have loal Collett,R A,1980,So survey of Ada County area,Idaho U 5 Department of
-�\`-__ri -`/ �,�Y.- / -- _/ / l / / _ N I/ j ,� ` %. granitic bedrock,ant s locally capped with subrounded cobbles and Y B Agriculture,So Conservat on Servce,180 p.[updated version available at
Qaf - - as ___ r )" .' / - / y' j fe, hot,ons with similar lit ullog es,and a"basalt volcanic assemblage^with
2 '- \ i/ "/ r // 1'+a1- .,- /' - / / , j - f 1 L i/ _ boulders as long as 1 m(3 h),composed of medium gray dike rocks(units hftp://soildatamaft.nrcs.usda.gov/1Resources,
"tuff and volcan class c units"is present near Lucky Peak Dam(Othberg
.,. :- \ /-�_���i' ,t ,__nes /! - �,,,,,y r' I .t' y Tip and Tr)and lesser grand or to The degree of round rig and number of Idaho Department of Water Resources,2010,All permitted wells[Geographic
y, i 'ass a„.. --,` /.' a --_--/ \ / / � j - ' Y ; / / i /, cla,re suggests transport by a stream of greater power than modern streams. and s tan uncertain. cs d 2 3E.)butd rect correla- Information System database],hxn//www.idwr.daho-gov/Geneeranh,Info
/. tons are uncertain.se
_ ---,) _tar.,,, _., _„-�_ -_, -�� �'--,,,_ I \ - - ",/J/- - �-- "• I� '� ""'�- 1 �1 /� Alternatively,some clasts may be weathered core stones transported by /GISdataAw III htm downloaded 7/14/2m0
11 12 an 13 T N R
^99 -- '' `•-� - _ _ '-cif ." /! / ,. hillslope processes from nearby outcrops wth resstant lthologes.Also :TN: Rhyolitic volcanic rocks(Eocene)-Massive white to light tan,aphyrc,devitri- Lane,EW.,1947,Report ofthesubcommtteeonsedimentterminologyTrans
-
- era J ,r I'
a4 .. ` u -' - �'a'.- � / .p, _ .t / iei _` / QTs contained with this unit are patchy deposit of cobbles and boulders on fled rh pine.Local hint of layering northernmost exposures.Rh alit, actions of the American Geophysical Union,v 28,no 6,F.936-938.
- 19 k ( / / '" ', 6/ l/- 1 / "�- �� tic bedrock. P Y P from road cut ex Y gin no P Y Liberty,
e A:. �,,,,,,,q \ \ - / / „s gran posure along Blacks Creek Road(sec 29,T 2 N.,R.4 EJ L.M.,2010,Geophysical characterization at the North Ada and East
a - --_"'__ 0 ( / ^� Z , I / - _ contains radiatingheruhtes with sector twinning, bl due to Ada sites A 2010 Idaho Department of Water Resources report.unpub
Qa - It Several lines of evidence suggest the sari deposits are dom predominantly m crash possibly
gges sandypre yshed re art Bo se State University Cenmrfor Geophysical Invest at on of
11,
Qbpn , F' n 1, , ,� 1 /1 I ', , ,-/ ' - - tr.dym to(high temperature quartz) Euhedral potass um feldspar crystals P Yg
v � It. 4 I x - a /, j .rp -_ s _ L./ - - " dissected fluv al lacustr tie sediments covered with a thin ve r of ore the spheral test wh ch I e w th n a matrix of 10 percent muscov to W the Shallow Subsurface,27 p.
,y. ,f �� ) , I f "`�' _ ..a �✓ � / : - hillslope and fan depos is rather than th ck alias al Fan depos is t)the Noe,H.R.,1991,Soil survey f Elmore Court Area,Idaho, rrs of Elmore,
■ 1 ., ' '' i/ J - s •. l kely de ed glass.Textures interpreted a e f rapid y o County pa
° s✓/ and v Cr fl xtures are evidence o
�.,1.. -. I >.„ _P ' :. / Qaf -.� / - \ /-y ," 1i7 ( „ m,level on of the deposits of-1160 m(-3800 kl corresponds to t and hot possibly i water rich environment.A Owyhee,and Ada counties:U.S.Department of Agriculture,Soil Conserve
1-� -- _ - , .��t / - maxima emplacement quenching,pass y n a v ton g
- _ _ / / ,.b - - (,. -x y _-- 1 the max mum level of Lake Idaho(Wood and Clemens,2002),2)water f this road cut IT OVG020)yielded a S06PbP11U a f tion Service,270 P. [updated version available at http//so Idatamart
1 t: - / \ S �",'. ' - -�.__,. 1, wells and isolated outcrops f unit Ts indicate that the sands are underlain sample from y'e age on zircons o
�' - II • % (1 'w rs- ) .I " f / ,-- - - 1 f , Ps o 45.176 0.016 Me(Figure 2),which s interpreted as the eruption and usda eovA
�I , _ ,1 / / I $° l„ -_/ e _ • / �_� - - \ � / by thickdeposits;3)the deposits generally th n,gains[a positional age of the volcanic rock,thus correlating the unit with Eocene Othberg,K.L.,B II Bonn chsen,C.C.Swisher III,and M.M.Godchaux,1995,
-Y *-.>.-sam,>--_�.1•y�- -_ -_ ,_ Imo_ - _ _ _ / ( y,,,� ..- a -T' ':- - ( .- ,\ \ / /' gran t c bedrol kapedtment rather than or g oat rig at an apex headed in a Geochronolo and eohemist of Pleistocene basaltc of the western
1 Rp' - -� \,� -/ and dikes and Challis volcanic rocks elsewhere in Idaho. Plain S ry
u 4. r l-.. - .4z0/gs.>a'.. /- .( -V Qa/
• 'f qa 1 \✓ stream,as s mostly the case with alluvial fans,4)the deposits form Smith Prairie,Idaho:IsochronNVes4 v.62, 16 29
- Q i - -- ' '' Qaf ,f � I":tA
a •. I QTs R.. °w +- - I-- QTs .3 •^--j !� ,tl. ar appearingage(based on soil developmentand degree bergeKiLer1994,Geology and gomorphology of the Bose Valley and
` - "a'-"- / ( i i . \j „r \ / of d sssectson)srathler than consisting of multiple surfaces with d fferen[ages VE ahadlo n rig a western Snake River Plain,Idaho:Idaho Geological Survey
_ T INTRUST ROCKS
_ i s." - .,�. �,_,, __„ „�,'. - _ _ / '/ -�, �� u p I / 4.:(( .✓_f..� as s common w th alias al fans Bulletin 29,54 P
1�L 'k. t - i - i - -- - Tb/ Basalt dikes(Tertiary)-Dark reenish gray,a h r c basalt in a single dike at the Othberg,K.L.,and L.R.Stanford,1992,Geologic ma of the Boise Valle and
_ 1p ,y,- t.. -, °�-*^-. a _ �,,, 34311 ( / // ��'k^'��- . ;I a ", f\ -.11 - (t �-' - Start fled sand and very fine gravels(Pliocene?)-Medium to coarse-grained ry g g Y P Y R 8 g P Y
/ - ( -s' - _ IIII■ north map boundary. adjo n ng area,western Snake River Plain,Idaho:Idaho Geological Survey
' %.I' `s', - 'I' ^ "� -'%`' "R' - 7 / / . _ \ ,pr_- _ I _ sand,granules,and sandy silt.Yellow,to yellow white,with patchy reddish
/ _ .vim' GM 18,scale 1.100,000.
-. `11. w r / f;J m"- - „ • '., _ _ e ,)` yr' brown secondary staining.Clearly stratified with parallel beds on scale of Porphyritic rhyoli[e dikes(Miocene) Brownish gray, orphryr tic rhyolite in Witkind L. 1975 Prel miner m showing known and suspected active
• > .'tom 1,/ / is-6o cm 16-24 in)that are traceable for more than 3omfioo kl at outcrop. dikes 5-30m 15-100ft in forming ainent outcrops.Abundant )' Y map g p
pit ,, '/ � i I ! \i .* QTs 1 ) g prom p faults in Idaho:U.S.Geological Survey Open-File Report 75-0278,71 P.,
�P'. 'pl - -tat ,:R,- // / /� - ::.,, ,;, - _ - j Granules and coarse sands are subangular and poorly sorted.Rare granules and relative) late(-0.5 cm) henoc is of la lase feldspar II
v - .-'" _ Y R P 0's P 8°c P typically ,sheet
„pa .. a. ° // / / ' - .- and coarse sands are coated with carbonates ca to form oolites(Wood, reaction rims and man ba d Subordinate emba ed quartz on
dd F
Qbpn -,_-1 '" �• %' /0.�/ / / i� ryy are env ye y qua Wood,S.H.and D.M.Clemens,2002,Geologic and tectonic history of western
how
:--_-�__ >: / ., �.,.,9�.- > -._ !'S°±H _-_ (:, _ e+, .-- -_ -. -- % _ 1996).Mostly weakly consolidated ro loose,some beds partly cemented henoc is occur locally.Groundmass is largely potassium feldspar and r- • / i / v.. , q - P Irys IY t the d Snake River Plain,Idaho and Oregon,n Billgm Bonn chsen,C.M.White,and
a
a,ie u.. .r A a -��- i� Qai '� � _ �° -I--sf-' �e �- with silica(rim react ve ro HCb. Medium-grained sands are preferentially McCurry, Magmatic History of the Snake River
r'I r/a rra csto y broai compositional
ace Although al appear to be The c ike chemical cal data indicate- Michael V McCur best:Idaho c and Ma
„a r,o „< es Brr as n B a E �ae R s E es so 'ea •sa `ss dug by burrowing mammals to form mounds of loose yellowish sand. broad composrt anal variation(Table 11.The dikes containabundant micro- Plain Volcanic Province:Idaho Geological Survey Bulletin 30,p.69-103.
Poorly exposed.Best exposures are in the headwaters of Bowns Creek(sec. spherulites with opaque micralites and minor fine-grained brown biotite. Wood,S.H.,1996,Cross sections crib,southeast boundary of Treasure Valley
A... 28,T.t N.,R.6 EJ where sands are overlain by rounded cobbles and Samples from the eastern part of the map north of Bo,vw Creek contain groundwater stud t f the Mayfield-Orchard area,
arc QTa °° boulders of locally derived rholitic d odionte.May also groan study unpublished
geology yfie
amnmsa A�� 420886 QTs Qs y y porphyry an gran y a corroded Potassium feldspar and quartz phenocrysts with local notable Ada and Elmore County, un ublished report,2 .figuresad lases.
A MCFaIn Neu Pacilic west Land Mayfield Qa Qt A Qbs( (thin Qssf not mown) Qa 302994 owings include QTb at depth. textures and lithic xenoliths.Strike lengths of the irp dikes are notably Y P p p, n p
343114 g 420195 longer than other dike and orientation is typically north-south rather
3,a car 420169 30]f04 QTs SWL 205R SWL 180R Tgbp Gravels of Bonneville Point(Pliocene)-Yellow-orange to red-brown,well-
sWL446R TD 256it Ts m oonded,pebble and cobble gravel,pebbly sand,and sand with buried than northeast.Dikes show columnar joint;Afield a alai ro their near
QTs r vertical,north-south[rend.Glassy margins in field and devitrified glass ACKNOWLEDGMENTS
3'° QTb SwL Szo R QTb soils.Deeply weathered with many granitic cobbles crumbly to point of in thin section suggest rapid cooling near-surface env lace-
swLsOSRs�- SWL 523.8it TD 809it disintegration.Has the test accumulation of doenic clay and apparentgg p gin p
g Brea pe g y an ment.The prphyritic rhyolite dikes crosscut the Eocene dikes.Sample
iD]45 R TD BB2R TD]03 R of any gravel in the Boise area(Othberg,t 994).Capped with patterned
TD f000 ft 10Velded a dike exposed along Blacks Creek Road(sec.26,T.2 3)R.4 Funding for this project was in pan provided by the Idaho Department of
TD 1300 re ground soil mounds 1 0-1 5 m a(33 lluvium
k)in diameter.Thickness about 152 m E)yielded a 306PbP38U a f 14.346 o.oi 4 Ma(Fi 3). water Resources contract CON00827.We thank the landowners who
lu o TD 108]R (500 h).Consists of channel alluvium of ancestral Boise River(Othber d yie age on zircons o Bare
,. Ts Ts � Ran permitted us access to their property.Kurt Othberg provided unpublished
Ts Stanford,1992). 0 Rh olite dikes(Eocene)-Li hit to tan,sparsely h tic rh olite in field maps from reconnaissance ma 1985 near the western ma
RefleIXor Kbgd Y 8 h.S P Y not stiff Y p Aping in p
dikes<5 m(<15 ft)in width.Small(<2 min)phenocrysts of quartz and boundary.He also kindly reviewed this report,as did John D.Kauffman.
11 feldspar are set in an aphanitic groundmass.Locally silicified.Orientation Skye Cooley and Kerrie Weppner assisted with logging of well cuttings
lion Jr o Is typically northeast. and Kerrie Weppner drafted Figure 1.Emily Forsberg conducted the
paleomagnetic measurements.
Kbgd
Kbgd
-zoo Vertical Exaggeration 2.
zoo
B Bi
as Black
q o QTa 3]49f0 QTs Creek QTs QTs 387867 Qbsf (thin Qssf not shown) Indian
Br,00 Mayfield Well Elevation 3,440 Nt✓.5a 3.2 miles
si L30it Ttsa Ts 306384 11 413434 Owings QTs �E SE p
TD 195 R Ttss? A T Ttss? 51118 R Ts SWL 92 it -____ NEVID QTs 349]62 1,,)'-
TD 190 ft Qa SWL 252 R SWL 180 R
1� TD 200 R LEGEND Nevid Well Elevation 3,360'
03,0,0 \� Kbgd iD 330R ° -Granitic pebbles '100'
:. SWL 354R y -Granitic medium,and 200•y an r x
SWL 464 ft .` 45.28 - •^a•awn.•.
I,1 Ts -Banc g,.iufsdse goni[e > > 14.]
Kbgd 1V TOB40R -Flnegrainedsantl 300's:•`r' 200' o.oma ry �0VG020 °' N 10VG026b
TD 1300it TD1 I
-Weak iron staining 1 (TN) 45.2 a (Tip)
z o 1 00 -Charcoal fragments
1V -Quartz arenite,medium sand ,,, 300' it c R
Static water level
SCALE •�������-- ������•��• chants, 14.5
Kbgd 400'
500'
,,o ;,000 tooth o.roz
m Waa,rand;,gwr.i,velbelowgmund,,.f e.TD:to.al ,,W.IIID..0,.udace. Vertical Exaggeralion 2x -500'
Water wells shown with Idaho Depanmem of Warer Resources WelllD number.Water well logs can be found a,h„pl/www.idwr.Idaho.gov/apps/appsWell/RelatedD«s.asp?WeIIID=xxxxxx where'xxxxxx"is WeIllD number. 2216ft(2.4 miles) 600' 0007o
2 .3
Vertical exaggeration=20:1 600' °'0°
Table 1.Major oxide and trace element chemistry of samples collected in the Mayfield Area. Too'
Table 2.paleomagnetic data for basal[samples from the Mayfield area. as.oe zo]pbfZ3sD 142 207Pb,231D
Major elements in weight percent Trace elements in parts per million Sample Unit Demag. 800' 700 a o.
Sample Map number name Lalitnde Longitude n D 1 nes x R Polarity Ievellmt) o.oaaa a.oaw col. o.oaea a... o.otz oma cola .as .ale
umber Latitude Longitude Lab Comment unit SiO,TO,AI,O, Fe0- MnO MgO Ca0 Na,O K,O P,Os Sum Sc V Cr Ni Cu Zn Rb Sr Y Zr Nb So Cs Ba La Ce Pr Nd So Eu Gd Tb Dy Ho Er Tin Yb Lu Hf Ts Pb Th U 800'
p,o a3.3e3o naoaos asu n.,.nasi.,c:,Fbc.=.,ne:pa Qnn .00 s6o 14.1 ".as oza 1.6e 9.n za, o.n o.n as.6 ,.l 3s9 ,n 60.o za., in s sac Res Sze 3a6 ,.a o.03 691 Sze s3.3 ,06 as.e 9.9z 3.39 ,os isa e.e3 1.73 a6e tin a.o6 one 6.eF,.e3 141 1so a.11
tiPlo Qbsf 43.3830 -116.0405 8 341.3 510 2.7 411.8 7.983 N 60 900' Figure 2. U-Pb c ordia diagram for s from ample Figure 3.U-Pb c ordia diagram for s from ample
SF' Qbsf 43.4590 -115.9822 7 340.5 61.6 3.0 401.0 6.990 N 1 OVG020 .This sample yielded a E06PbP'0U a f 45.176 10VG026 Tr This sample yielded a 3°6Pb%aU a f 14.346
psaio as.azae -111,1216 reu n.:.enrsh,erc n.,i 9 w, we.,nema Q6,r .11 1.14 i3.va 11.71 1,2s 1.71 1.1 z.s2 aaz 0.70 sv.s z.s ss9 lac Is 11.1 ins r.1 car az.1 12s 11.7 1.1 cl .1 31a rve ,oa 11.r s. Sze '..i-a.a6 1,61 ace Rea s."asa 6.111.11 set ,.is o. nr 900, (Trv) pe yie age ( p). peyie geo
t 1 Pt 1 QTb., 43s498 -116.1196 8 343A 56.6 2.0 745.7 7.991 N 60 1000• 0.016 Ma(2o e ror)that is interpreted as the eruption and depos- 0.014 Me 12u e ror),which is interpreted as the igneous crystal-
vcNa n.azsz -nsszez asu n...nash,e,a earl , y Qnrr ,a 3.a3 u.za ,ao/ o.za a.9 9.ra z<. am os 9a.o 3.a 3a3 ,3a Ill z9.a is9 z3 sa°q9.a is 3s., „ o., q3e 3es aq.i ,0.3 s.o io.o l.m Ill isa all ,7e act,act, ls9 os9 sss,.a9 s.n Tz9 0. tional a of the rock.Analysis b Boise State University lization age of the quickly cooled dike.Analysis b Boise State
11 P13 QTbor 43.3489 -116.1121 8 358.5 58.6 1.9 1011.3W6 6.994 N 60 age y s y ty g q [ y L y y
via nsssz -ua.nz, .so natal,•for<nam Ranm Qm,r se 1./6 is6q 11.29 pas zeo 12.19 2,11 o.n o4s 9s.i zs I. z3q 9i.e s.9 so.a ,z.z 33s ss.r ,za v.e To o.l 131 u./3,.o 1.11 ie.a 4,11 Tn 1./9 1,11 q.qa o.9 zss o4/z.n o.3a z.9a,.oz all os3 0. )000' Isotope Geology Laboratory. Univeairy Isotope Geology Laboratory.
11 P12 Qbph 43.3489 -116.1124 7 358.5 58.6 1.9 1011.7 6.994 N 60
wi a3.3asa iislls6 asu naraboior<na,a Ra,rn from aR cur,„nwwmaraa gtno, 3i tsi is.s tit33 site a2s io.az zit 0,81 ass too.> 3.s vi 138 99,0 41,6 963 la> 331 v.6 ,ao zo.o 13 site 310 ,a>33.s 456 zsa qa> in six 0,81 4,89 ass ve 0.41 z.ss a.3e 3.33 lie zxo ass o.
=..11 esla[t mT=lhoersted);nr=not recorded
viz a3.3aas „6.,,z4 ssu na,aitmuissy caw'mW„aewim i,v.nyins,aTdn, Qnpi, .n z.n i6.ae ,ohs o.,a 6.n 1,19 3.az ,so ass iron 6e az „a ei.s m.o ea.a 41.1 ate 18,4 zm 53s ,.s 1.16 sat na s6.s 6.e1 n.a s.n i.ea 5.61 o.aa 4,99 i.m zaz o.4z 165 o.3s 4zs 3.oz zso z.z3 0 -number of oriemed cores. Figure 1.Correlation of li[hologies between the Mayfield well(sec.28,T.
vcozo 41,4t. „t,al - e,vxeanvm,v,,,11I<e,was,a o.ozrm, 1,. 9i oil .,as oaz cal oil o„ 317 ace o06 no 33 zs oa 61 oz 33r in I—zz, 111 766 zz toe I's Sae - 734 z36 a6, ,zs 3r9-3s1 om z3o.Is'Al o 1 1a3 3n ,za z63 s D- d I- nf,e antmagnecsm-ndeg,ee:eannfnnnh. N.,R.4 EJ and the Nevid well(sec.11,T 1 S.,R.4 E)based upon well
r [remnant magnetsm'n degrees wu res uio horzontal. cuttngs Logging was conducted by Skye Cooley,Kerrie Weppne and
vaoz6b 11.4c. ii-to asu w w.ai:.Moc.�.,,a.3s o.oi+ra, p 16 1.71 1- 1.61 ,.N on ,.es 117 a.61 111 ,N, s.6 ss., a.a as 61 uo ,64 zzs z9z 1. s 3.01,11 ins ec6 us 119 zz rs6 1.39 6 os, as, ,.m .,6 o.ai 146 o36 ,a6 139 zss zs, s. s- nrdnna rmt for the mean drecron ache 95"�.wi Virginia filler .Correlations w made by VS.Gllerman and K.
tie=precision paramemr.
Rte3r a3.ae69 -ri-in visa w w ed,k.,,.melo y invaaz6n ,p .ail 1.11 1.21 1.11 "I 1.61 1.n "I - 1.11 a,.z ... sa.o 6.o 1. a.o 63.0 s, zz, ze.o 116 zo.. n. n. 116s se 11. n. 43 n. n. n. n. n. n. n. n. n. n. n. n. rr za e='Zia.,veep,. Weppner and drafting by K.Weppner.
-.7a3.aaas -,is.e36, ao pin ss, ro,dike 1, .,i oat U.va z.zv can o.xv ,.ie z.sa 1.11 o.oe Is.w 64 sv.�.s i.o a.e 3.o a iva ae.3 aa.a 'a' ­1 s.i x.z,„sv­111 ,s.i 13.1 v.va 116 1.11 i.ao a.,, 1.66 Rai o.,1.36 o „a aa z.ov za.v zv.z 6.rl Polarity N=normal Polarily;R=reversed polarity
Analysis pedormed a,Its M-inagnetism Lab except SF measured at USGS-FlagnaH
p- a3.a4as -ii,oih taw as above, p ,e y p IIII ..'I Il,11 2.1a cre °.zv '.is 1.12 site .,a. .,'a a.i i.s 1.1 z.i 4.z sv., iv4 a7.1 aa.a See 3a1 sa 3.17 tt61 zs., .1 11.2 soo- 1.17­1'.Is a.13 1.66 Rai co 4.ai°.as ,,.a 3.. iv.i 25.4 6. Analysis from OMbe,g and others,1995
LllFeOR'Ls blal Iron o F'. e
Lab,BSU=Boise State Univerzily(ICP-M5 analyses);WSU=Washington Sol,-woolly(xRF analyzes)
Published and sold by the Idaho Geological Survey
University of Idaho,Moscow,Idaho 83844-3014

Form 238-7
6/07 IDAHO DEPARTMENT OF WATER RESOURCES 40TZ
WELL DRILLERyy'S REPORT
1.WELL TAG NO.D 0057901 page 1 Of 12 STATIC WATER LEVEL and WELL TESTS:
Drilling Permit No. 911945-860592 Depth first water encountered(ft) Static water level(ft) '1 a4
Water right or injection well# Water temp.()F) 752 Bottom hole temp.(OF)
2.OWNER: NPV i d )_LC Pr0duc+i0h wpa -4 1 Describe access port
Name r./o .l�hnn Erickson Wei Itest: Test method:
Discharge or Test duration Flowing
Address 134Q ra l l Pl^l fl nrl Ve #200 Drawdown(feet) field m minutes Pump Bailer Air artesian
City Henderson State NV zip 89014 � ❑ ❑ ❑
3.WELL LOCATION:
Twp. North❑ or South Rge. 4 East" or West❑ Water quality test or comments:
13.LITHOLOGIC LOG and/or repairs or abandonment:
Sec. _1/4 _1/4 1/4 Bore
From To Remarks,lithology or description of repairs or Water
Gov't Lot County (in)
(h) (h) a
� �0�
Dnbdtter abandonment,water temp. Y N
Lat.� 55 (Deg.and Decimal minutes)
Long. 115 � 5��.142 (Deg.and Decimal minutes) rfl y
Address of Well Site aPppr9V 1 mile N/E Of �iMcO Rd 62 6S brown clay X
1 n 4 99rp ty Mtn/Home
Lot. Blk. Sub.Name G► fftt 1.,. y'1 ACtlte
4.USE:
❑Domestic ��D✓lunicipal ElMonitor Q Irrigation ElThermal ElInjection
Other,r;fe rrAeAioY1
5.TYPE OF WORK:
New well ❑Replacement well ❑Modify existing well
Abandonment ❑Other
6.DRILL METHOD:
❑Air Rotary ❑Mud Rotary ❑Cable Other _
&
7.SEALING PROCEDURES: - -- TA
Seal material From ft To ft Quantity Ihs or ft Placement method! rocedure
I' + 1 yd ceme t an clay
1% yd c ment + 2000 gal e cemented sand san s on
8.CASING/LINER:220 0 10500# bent chips
Diameter From To(ft) Gauge/ Material Casing Liner Threaded Welded
nominal ft Schedule
11 375 steelYX ❑ ❑ ❑ eavern
I I III���III��� El ❑ El '`
❑ ❑ ❑
❑ ❑ ❑ ❑
Was drive shoe used? EKY ❑N Shoe Depth(s) 222
9.PERFORATIONS/SCREENS:
Perforations ❑Y ❑N Method y
Manufactured screen)Q Y ❑N Typejohnson stainless
Method of installation
From(ft) To(ft) Slot size Numberlft Diameter Material Gauge or Schedule Sdrid
nominal Completed Depth(Measurable):
I IIstainle;sDate Started: Date Completed:
14.DRILLER'S CERTIFICATION:
I/We certify that all minimum well construction standards were complied with at
Length of Headpipe got Length of Tailpipe 10, the time the rig was removed.
Packer)p Y ❑N Type f i get re K slip p kr, 6' 111 long Company Name Co.No.
10.FILTER PACK: 1211 casing *Principal Driller Date
Filter Material From(ft) To(ft) Quantity(lbs or fe) Placement method
'Driller Date
46-9 sand 11001 800 18000# 1 poured
`Operator 11 Date
11.FLOWING ARTESIAN: Operator I Date
Flowing Artesian? ❑Y rPN Artesian Pressure(PSIG) •Signature of Principal Driller and rig operator are required.
Describe control device
273

Form 238-7
6/07 IDAHO DEPARTMENT OF WATER RESOURCES
WELL DRILLER'S REPORT
1.WELL TAG NO.D page 2 of 13 12.STATIC WATER LEVEL and WELL TESTS:
Drilling Permit No. Depth first water encountered(ft) Static water level(ft)
Water right or injection well# Water temp.(°F) Bottom hole temp.(°F)
2.OWNER:�f cv�iFrl c�� Describe access port
Name Well test: Test method:
Discharge or Test duration P Flowing
Address Drawdown(feet) _yield(gpm) minutes ump Bailer Air artesian
City State Zip ❑ ❑ ❑ ❑
3.WELL LOCATION: Y
Twp. North❑ or South❑ Rge. East❑ or West❑ Water quality test or comments:
13.LITHOLOGIC LOG and/or repairs or abandonment:
Sec. 1/4 acres1/4 1/4 Bore
Dia.
Gov't Lot county 20� From To Remarks,lithology or description of repairs or Water
n (ft) (ft) abandonment,water temp. y N
" 535 573 tan cl a X
L (Deg.and Decimal minutes) 573 605 cemented sand w some cl XX
Long.
g. ° (Deg.and Decimal minutes) X
Address of Well Sitecinmenqraye /�
City
ve at leastname of road,Distance to Road., an m
Lot. Blk. Sub.Name
4.USE:
❑Domestic ❑Municipal ❑Monitor ❑Irrigation ❑Thermal ❑Injection
❑Other
5.TYPE OF WORK:
❑New well ❑Replacement well ❑Modify existing well
❑Abandonment ❑Other
6.DRILL METHOD:
❑Air Rotary ❑Mud Rotary ❑Cable El Other range sandy clay
7.SEALING PROCEDURES: blue purple clay W Sd
31
Seal material I From ft To ft Quantity Ibs or ft Placement method/procedure thin a n clay & m e I Um $ n
streaks, very thin X
Ur 7311 742 tan & brown sand w some
8.CASING/LINER: clay XX
Diameter From To(ft) Gauge/ Material Casing Liner Threaded Welded
nominal ft Schedule El El El 0 763 RN tan gilty clay X
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
Was drive shoe used? ❑Y ❑N Shoe Depth(s)
30 8046 sticky black & gray clay
9.PERFORATIONS/SCREENS: 11
140
Perforations ❑Y ❑N Method
n
Manufactured screen ❑Y ❑N Type clay $ red $
Method of installation ense gray clay
From(ft) To(ft) Slot size Number/ft Diameter Material Gauge or Schedule
nominal Completed Depth(Measurable):
Date Started: Date Completed:
14.DRILLER'S CERTIFICATION:
I/We certify that all minimum well construction standards were complied with at
Length of Headpipe Length of Tailpipe the time the rig was removed.
Packer ❑Y ❑N Type Company Name Co.No.
10.FILTER PACK: *Principal Driller Date
Filter Material From(ft) To(ft) Quantity(Ibs or ft3) Placement method
*Driller Date
*Operator II Date
11.FLOWING ARTESIAN: Operator I Date
Flowing Artesian? ❑Y ❑N Artesian Pressure(PSIG) *Signature of Principal Driller and rig operator are required.
Describe control device
274

Form 238-7
6/07 IDAHO DEPARTMENT OF WATER RESOURCES
WELL DRILLER'S REPORT
1.WELL TAG NO.D page 3 Of 3 12.STATIC WATER LEVEL and WELL TESTS:
Drilling Permit No. Depth first water encountered(ft) Static water level(ft)
Water right or injection well# Water temp.(°F) Bottom hole temp. (°F)
2.OWNER: NeV i d LLC Describe access port
Name Well test: Test method:
Discharge or Test duration PumpFlowing
Address Drawdown(feet) yield m minutes Bailer Air artesian
City State Zip ❑ ❑ ❑ ❑
3.WELL LOCATION:
Twp. North Elor South❑ Rge. East❑ or West❑ Water quality test or comments:
13.LITHOLOGIC LOG and/or repairs or abandonment:
Sec. 1/4 -77 1/4 -T6T-..r- 1/4 Bore
From To Remarks,lithology or description of repairs or Water
Dn (ft) (ft) abandonment,water temp. y N
Gov't Lot County (in)
Lat. ° (Deg.and Decimal minutes)
Long. ° (Deg.and Decimal minutes)
Address of Well Site
City
(Gwe at east name of road, ts anco m oa or an mar
Lot. Bilk. Sub.Name
4.USE:
❑Domestic ❑Municipal ❑Monitor ❑Irrigation ❑Thermal ❑Injection talcy clay
❑Other
5.TYPE OF WORK:
❑New well ❑Replacement well ❑Modify existing well
❑Abandonment ❑Other
6.DRILL METHOD:
❑Air Rotary ❑Mud Rotary ❑Cable ❑Other
7.SEALING PROCEDURES:
Seal material I From ft To ft Quantity Ibs or ft Placement method/procedure
pump
8.CASING/LINER:
Diameter From To(ft) Gauge/ Material Casing Liner Threaded Welded
nominal ft Schedule
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
El El 1:1 El MAY 19 ?011
Was drive shoe used? ❑Y ❑N Shoe Depth(s)
9.PERFORATIONS/SCREENS: �--
Perforations ❑Y ❑N Method WESTERN REQ;ioti
Manufactured screen ❑Y ❑N Type
Method of installation
From(ft) To(ft) Slot size Number/ft Diameter
Material Gauge or Schedule Completed Depth Measurable: 1100,
Date Started: 1/15/11 Date Com leted: 4 15 11
14.DRILLER'S CERTIFICATIO
I/We certify that all minimum well onstructi n standards we complied with at
Length of Headpipe Length of Tailpipe the time the rig was removed..
�
Packer ❑Y ❑N Type Company Name No. 153
10.FILTER PACK: *Principal Driller �'�~�' 9... , /
ate 5 17/11
Filter Material From(ft) To(ft) Quantity(Ibs or ft') Placement method rLO ;�/'
*Driller r ate
*Operator II t It Date
11.FLOWING ARTESIAN: Operator 1 t` �
6+ r L y i✓(
Flowing Artesian? ❑Y ❑N Artesian Pressure(PSIG) Sign aturd of Principal Driller and rig operator are required.
Describe control device
275

USDA United States A product of the National Custom Soil Resource
Department of Cooperative Soil Survey,
Agriculture a joint effort of the United Report for
StatesN
RCSAgricu Departdotherment Ada County, Idaho; and
Agriculture and other
Federal agencies, State Elmore Count Area Idaho
Natural agencies including the Y > >
Resources Agricultural Experiment parts of Elmore and
Conservation Stations, and local
Service participants Owyhee Counties
tI4}"
r
i
t
June 7, 2019
276

Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/
portal/nres/main/soils/health/) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https://offices.sc.egov.usda.gov/locator/app?agency=nres)or your NRCS State Soil
Scientist(http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/?
cid=nres142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require
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alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at [phone] (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call [phone] (voice)or(202) 720-6382 (TDD). USDA is an equal opportunity
provider and employer.
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Contents
Preface....................................................................................................................2
How Soil Surveys Are Made..................................................................................5
SoilMap.................................................................................................................. 8
SoilMap................................................................................................................9
Legend................................................................................................................10
MapUnit Legend................................................................................................ 12
MapUnit Descriptions........................................................................................ 13
AdaCounty, Idaho.......................................................................................... 15
11—Bowns-Rock outcrop complex, 0 to 15 percent slopes........................ 15
31—Chilcott silt loam, bedrock substratum, 2 to 4 percent slopes..............16
33—Chilcott-Brent complex, 2 to 8 percent slopes..................................... 17
34—Chilcott-Sebree complex, 0 to 2 percent slopes.................................. 19
35—Chilcott-Sebree complex, 2 to 4 percent slopes..................................20
36—Chilcott-Sebree complex, 4 to 8 percent slopes..................................22
66—Harpt loam, 0 to 2 percent slopes........................................................24
71—Jenness fine sandy loam, 0 to 2 percent slopes..................................25
75—Kunaton-Rubble land complex, 2 to 8 percent slopes.........................26
90—Lankbush-Brent sandy loams, 12 to 30 percent slopes.......................27
91—Lankbush-Brent sandy loams, 30 to 65 percent slopes.......................28
118—Peasley silty clay loam, 2 to 6 percent slopes................................... 30
158—Rock outcrop-Trevino complex, 5 to 20 percent slopes.....................31
178—Tindahay fine sandy loam, 0 to 2 percent slopes...............................32
9999—Water...............................................................................................33
Elmore County Area, Idaho, Parts of Elmore and Owyhee Counties............. 34
27—Chilcott-Elijah silt loams, 0 to 12 percent slopes................................. 34
36—Colthorp-Rock outcrop complex, 4 to 20 percent slopes.....................35
78—Haw-Lankbush complex, 4 to 20 percent slopes.................................37
88—Kunaton silt loam, 0 to 4 percent slopes..............................................38
91—Lankbush-Lanktree complex, 4 to 30 percent slopes..........................39
94—Lanktree-Chilcott loams, 0 to 12 percent slopes..................................41
108—Monroe-Jenness complex, 0 to 2 percent slopes..............................43
References............................................................................................................45
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How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous
areas in a specific area. They include a description of the soils and miscellaneous
areas and their location on the landscape and tables that show soil properties and
limitations affecting various uses. Soil scientists observed the steepness, length,
and shape of the slopes; the general pattern of drainage; the kinds of crops and
native plants; and the kinds of bedrock. They observed and described many soil
profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The
profile extends from the surface down into the unconsolidated material in which the
soil formed or from the surface down to bedrock. The unconsolidated material is
devoid of roots and other living organisms and has not been changed by other
biological activity.
Currently, soils are mapped according to the boundaries of major land resource
areas (MLRAs). MLRAs are geographically associated land resource units that
share common characteristics related to physiography, geology, climate, water
resources, soils, biological resources, and land uses (USDA, 2006). Soil survey
areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that
is related to the geology, landforms, relief, climate, and natural vegetation of the
area. Each kind of soil and miscellaneous area is associated with a particular kind
of landform or with a segment of the landform. By observing the soils and
miscellaneous areas in the survey area and relating their position to specific
segments of the landform, a soil scientist develops a concept, or model, of how they
were formed. Thus, during mapping, this model enables the soil scientist to predict
with a considerable degree of accuracy the kind of soil or miscellaneous area at a
specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented
by an understanding of the soil-vegetation-landscape relationship, are sufficient to
verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them
to identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character
of soil properties and the arrangement of horizons within the profile. After the soil
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scientists classified and named the soils in the survey area, they compared the
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that
have similar use and management requirements. Each map unit is defined by a
unique combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components
of the map unit. The presence of minor components in a map unit in no way
diminishes the usefulness or accuracy of the data. The delineation of such
landforms and landform segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, onsite
investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape,
and experience of the soil scientist. Observations are made to test and refine the
soil-landscape model and predictions and to verify the classification of the soils at
specific locations. Once the soil-landscape model is refined, a significantly smaller
number of measurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color,
depth to bedrock, and texture, and laboratory measurements, such as those for
content of sand, silt, clay, salt, and other components. Properties of each soil
typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists
interpret the data from these analyses and tests as well as the field-observed
characteristics and the soil properties to determine the expected behavior of the
soils under different uses. Interpretations for all of the soils are field tested through
observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions, and some new
interpretations are developed to meet local needs. Data are assembled from other
sources, such as research information, production records, and field experience of
specialists. For example, data on crop yields under defined levels of management
are assembled from farm records and from field or plot experiments on the same
kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on
such variables as climate and biological activity. Soil conditions are predictable over
long periods of time, but they are not predictable from year to year. For example,
soil scientists can predict with a fairly high degree of accuracy that a given soil will
have a high water table within certain depths in most years, but they cannot predict
that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
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identified each as a specific map unit. Aerial photographs show trees, buildings,
fields, roads, and rivers, all of which help in locating boundaries accurately.
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Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
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Custom Soil Resource Report 3:
Soil Map N
an
578700 579600 5805M 581400 582300 583200 584100 585000 585900 5%800 58T700
43°24'T N l 43°24'7'N
9 o o
41A
4 '
43°20'S5'N I 43°20'5S'N
578700 579600 580500 581400 582300 583200 584100 585000 585900 586800 587700
3 3
Map Scale:1:41,800 f printed on A landscape(11"x 8.5")sheet
Meters N
0 500 1000 2000 3000
Feet
0 2000 4000 8000 12000
Map projection:Web Mercator Comer coordinates:WGS84 Edge tics:UTM Zone 11N WGS84
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MAP LEGEND MAP INFORMATION
Area of Interest(A01) Spoil Area The soil surveys that comprise your AOI were mapped at
Area of Interest(AOI) 1:24,000.
Stony Spot
Soils Very Stony Spot Please rely on the bar scale on each map sheet for map
0 Soil Map Unit Polygons measurements.
Wet Spot
�r Soil Map Unit Lines
Other Source of Map: Natural Resources Conservation Service
0 Soil Map Unit Points Web Soil Survey URL:
Special Line Features Special Point Features Coordinate System: Web Mercator(EPSG:3857)
U. Blowout Water Features
Streams and Canals Maps from the Web Soil Survey are based on the Web Mercator
Borrow Pit projection,which preserves direction and shape but distorts
Transportation distance and area.A projection that preserves area,such as the
} Clay Spot rrr Rails Albers equal-area conic projection,should be used if more
Closed Depression ti Interstate Highways accurate calculations of distance or area are required.
Gravel Pit US Routes
This product is generated from the USDA-NRCS certified data as
Gravelly Spot Major Roads of the version date(s)listed below.
Landfill Local Roads
Soil Survey Area: Ada County, Idaho
Lava Flow Background Survey Area Data: Version 6,Sep 13,2018
Marsh or swamp Aerial Photography
Soil Survey Area: Elmore County Area, Idaho, Parts of Elmore
Mine or Quarry and Owyhee Counties
Miscellaneous Water Survey Area Data: Version 6,Sep 14,2018
Perennial Water Your area of interest(AOI)includes more than one soil survey
Rock Outcrop area.These survey areas may have been mapped at different
scales,with a different land use in mind,at different times,or at
Saline Spot different levels of detail.This may result in map unit symbols,soil
properties,and interpretations that do not completely agree
Sandy Spot across soil survey area boundaries.
Severely Eroded Spot
Soil map units are labeled(as space allows)for map scales
Sinkhole 1:50,000 or larger.
Slide or Slip
Date(s)aerial images were photographed: Jul 14,2010—Mar
Sodic Spot 11,2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
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MAP LEGEND MAP INFORMATION
imagery displayed on these maps.As a result,some minor
shifting of map unit boundaries may be evident.
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Map Unit Legend
IMap Unit Symbol Map Unit Name Acres in AO Percent of AOI
11 Bowns-Rock outcrop complex, 68.4 0.8%
0 to 15 percent slopes
31 Chilcott silt loam,bedrock 24.2 0.3%
substratum,2 to 4 percent
slopes
33 Chilcott-Brent complex,2 to 8 2.0 0.0%
percent slopes
34 Chilcott-Sebree complex,0 to 2 46.2 0.5%
percent slopes
35 Chilcott-Sebree complex,2 to 4 1,913.0 22.0%
percent slopes
36 Chilcott-Sebree complex,4 to 8 30.8 0.4%
percent slopes
66 Harpt loam,0 to 2 percent 174.3 2.0%
slopes
71 Jenness fine sandy loam,0 to 2 131.4 1.5%
percent slopes
75 Kunaton-Rubble land complex, 178.2 2.0%
2 to 8 percent slopes
90 Lankbush-Brent sandy loams, 38.9 0.4%
12 to 30 percent slopes
91 Lankbush-Brent sandy loams, 1,220.7 14.0%
30 to 65 percent slopes
118 Peasley silty clay loam,2 to 6 64.2 0.7%
percent slopes
158 Rock outcrop-Trevino complex, 10.6 0.1%
5 to 20 percent slopes
178 Tindahay fine sandy loam,0 to 7.6 0.1%
2 percent slopes
9999 Water 221.0 2.5%
Subtotals for Soil Survey Area 4,131.3 47.5%
Totals for Area of Interest 8,698.7 100.0%
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
27 Chilcott-Elijah silt loams,0 to 12 478.1 5.5%
percent slopes
136 Colthorp-Rock outcrop 23.8 0.3%
complex,4 to 20 percent
slopes
78 Haw-Lankbush complex,4 to 1,698.8 19.5%
20 percent slopes
88 Kunaton silt loam,0 to 4 0.0 0.0%
percent slopes
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Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
91 Lankbush-Lanktree complex,4 1,169.1 13.4%
to 30 percent slopes
94 Lanktree-Chilcott loams,0 to 12 1,060.8 12.2%
percent slopes
108 Monroe-Jenness complex,0 to 136.8 1.6%
2 percent slopes
Subtotals for Soil Survey Area 4,567.5 52.5%
Totals for Area of Interest 8,698.7 100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
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onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha-Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
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Ada County, Idaho
11—Bowns-Rock outcrop complex, 0 to 15 percent slopes
Map Unit Setting
National map unit symbol: 2g5w
Elevation: 2,860 to 3,650 feet
Mean annual precipitation: 10 to 14 inches
Mean annual air temperature: 49 to 54 degrees F
Frost-free period: 130 to 160 days
Farmland classification: Not prime farmland
Map Unit Composition
Bowns, extremely stony surface, moist, and similar soils: 65 percent
Rock outcrop: 20 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Bowns, Extremely Stony Surface, Moist
Setting
Landform: Lava plains, volcanic pressure ridges
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Silty alluvium and/or loess over bedrock derived from basalt
Typical profile
E- 0 to 7 inches: loam
Bt- 7 to 28 inches: silty clay
Bk-28 to 35 inches: loam
R-35 to 45 inches: bedrock
Properties and qualities
Slope: 0 to 15 percent
Percent of area covered with surface fragments: 9.0 percent
Depth to restrictive feature: 20 to 40 inches to lithic bedrock
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 15 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Available water storage in profile: Moderate (about 6.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 7s
Hydrologic Soil Group: D
Ecological site: STONY 10-12 - Provisional (R011XY0051D)
Hydric soil rating: No
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Description of Rock Outcrop
Typical profile
R- 0 to 60 inches: bedrock
Properties and qualities
Slope: 0 to 15 percent
Depth to restrictive feature: 0 inches to lithic bedrock
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8
Hydric soil rating: Unranked
31—Chilcott silt loam, bedrock substratum, 2 to 4 percent slopes
Map Unit Setting
National map unit symbol: 2g9h
Elevation: 2,500 to 3,500 feet
Mean annual precipitation: 8 to 11 inches
Mean annual air temperature: 48 to 54 degrees F
Frost-free period: 125 to 160 days
Farmland classification: Farmland of statewide importance, if irrigated
Map Unit Composition
Chilcott, bedrock substratum, and similar soils: 90 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Chilcott, Bedrock Substratum
Setting
Landform: Lava plains
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Volcanic ash and/or mixed alluvium and/or loess over bedrock
derived from basalt
Typical profile
E- 0 to 9 inches: silt loam
Bt- 9 to 15 inches: silty clay
Bk- 15 to 26 inches: loam
Bkqm -26 to 47 inches: cemented material
R-47 to 57 inches: bedrock
Properties and qualities
Slope: 2 to 4 percent
Depth to restrictive feature: 20 to 40 inches to duripan; 40 to 50 inches to lithic
bedrock
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately
low(0.00 to 0.06 in/hr)
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Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 30 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Sodium adsorption ratio, maximum in profile: 5.0
Available water storage in profile: Low(about 5.0 inches)
Interpretive groups
Land capability classification (irrigated): 3e
Land capability classification (nonirrigated): 6c
Hydrologic Soil Group: D
Ecological site: LOAMY 8-12 - Provisional (R011XY0011D)
Hydric soil rating: No
33—Chilcott-Brent complex, 2 to 8 percent slopes
Map Unit Setting
National map unit symbol: 2g9k
Elevation: 2,300 to 5,300 feet
Mean annual precipitation: 8 to 15 inches
Mean annual air temperature: 45 to 54 degrees F
Frost-free period: 90 to 160 days
Farmland classification: Farmland of statewide importance, if irrigated
Map Unit Composition
Chilcott, low elevation, and similar soils: 60 percent
Brent, dry, and similar soils: 30 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Chilcott, Low Elevation
Setting
Landform: Stream terraces
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Volcanic ash and/or mixed alluvium and/or loess
Typical profile
E- 0 to 9 inches: silt loam
Bt-9 to 15 inches: silty clay
Bk- 15 to 26 inches: loam
Bkqm -26 to 35 inches: cemented material
C-35 to 65 inches: sandy loam
Properties and qualities
Slope: 2 to 8 percent
Depth to restrictive feature: 20 to 40 inches to duripan
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately
low(0.00 to 0.06 in/hr)
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Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 30 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Sodium adsorption ratio, maximum in profile: 5.0
Available water storage in profile: Low(about 5.0 inches)
Interpretive groups
Land capability classification (irrigated): 4e
Land capability classification (nonirrigated): 6c
Hydrologic Soil Group: D
Ecological site: LOAMY 8-12 - Provisional (R011XY0011D)
Hydric soil rating: No
Description of Brent, Dry
Setting
Landform: Stream terraces
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Alluvium derived from igneous rock
Typical profile
A - 0 to 18 inches: loam
Bt- 18 to 29 inches: clay
Btk- 29 to 40 inches: clay
2Bk-40 to 46 inches: gravelly clay loam
3C-46 to 64 inches: gravelly loamy coarse sand
Properties and qualities
Slope: 2 to 8 percent
Depth to restrictive feature: 12 to 19 inches to abrupt textural change
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately
low(0.00 to 0.06 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 15 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Available water storage in profile: Low(about 3.1 inches)
Interpretive groups
Land capability classification (irrigated): 4s
Land capability classification (nonirrigated): 4s
Hydrologic Soil Group: D
Ecological site: LOAMY 8-12 - Provisional (R011XY0011D)
Hydric soil rating: No
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34—Chilcott-Sebree complex, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: 2g9l
Elevation: 2,000 to 5,300 feet
Mean annual precipitation: 8 to 13 inches
Mean annual air temperature: 45 to 54 degrees F
Frost-free period: 90 to 160 days
Farmland classification: Farmland of statewide importance, if irrigated and reclaimed
of excess salts and sodium
Map Unit Composition
Chilcott, low elevation, and similar soils: 60 percent
Sebree and similar soils: 30 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Chilcott, Low Elevation
Setting
Landform: Stream terraces
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Volcanic ash and/or mixed alluvium and/or loess
Typical profile
E- 0 to 9 inches: silt loam
Bt-9 to 15 inches: silty clay
Bk- 15 to 26 inches: loam
Bkqm -26 to 35 inches: cemented material
C-35 to 65 inches: sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: 20 to 40 inches to duripan
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately
low(0.00 to 0.06 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 30 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Sodium adsorption ratio, maximum in profile: 5.0
Available water storage in profile: Low(about 5.0 inches)
Interpretive groups
Land capability classification (irrigated): 3s
Land capability classification (nonirrigated): 6c
Hydrologic Soil Group: D
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Custom Soil Resource Report
Ecological site: LOAMY 8-12 - Provisional (R011XY0011D)
Hydric soil rating: No
Description of Sebree
Setting
Landform: Stream terraces
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Silty alluvium and/or loess
Typical profile
Bt- 0 to 5 inches: silty clay loam
Btk- 5 to 34 inches: silty clay loam
Bkqm -34 to 42 inches: cemented material
C-42 to 60 inches: very gravelly sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: 20 to 40 inches to duripan
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately
low(0.00 to 0.06 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 15 percent
Salinity, maximum in profile: Moderately saline to strongly saline (8.0 to 16.0
mmhos/cm)
Sodium adsorption ratio, maximum in profile: 20.0
Available water storage in profile: Moderate (about 6.8 inches)
Interpretive groups
Land capability classification (irrigated): 6s
Land capability classification (nonirrigated): 6s
Hydrologic Soil Group: D
Hydric soil rating: No
35—Chilcott-Sebree complex, 2 to 4 percent slopes
Map Unit Setting
National map unit symbol: 2g9m
Elevation: 2,000 to 5,300 feet
Mean annual precipitation: 8 to 13 inches
Mean annual air temperature: 45 to 54 degrees F
Frost-free period: 90 to 160 days
Farmland classification: Farmland of statewide importance, if irrigated and reclaimed
of excess salts and sodium
Map Unit Composition
Chilcott, low elevation, and similar soils: 55 percent
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Custom Soil Resource Report
Sebree and similar soils: 25 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Chilcott, Low Elevation
Setting
Landform: Stream terraces
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Volcanic ash and/or mixed alluvium and/or loess
Typical profile
E- 0 to 9 inches: silt loam
Bt-9 to 15 inches: silty clay
Bk- 15 to 26 inches: loam
Bkqm -26 to 35 inches: cemented material
C-35 to 65 inches: sandy loam
Properties and qualities
Slope: 2 to 4 percent
Depth to restrictive feature: 20 to 40 inches to duripan
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately
low(0.00 to 0.06 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 30 percent
Gypsum, maximum in profile: 5 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Sodium adsorption ratio, maximum in profile: 5.0
Available water storage in profile: Low(about 5.0 inches)
Interpretive groups
Land capability classification (irrigated): 3e
Land capability classification (nonirrigated): 6c
Hydrologic Soil Group: D
Ecological site: LOAMY 8-12 - Provisional (R011XY0011D)
Hydric soil rating: No
Description of Sebree
Setting
Landform: Stream terraces
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Silty alluvium and/or loess
Typical profile
Bt- 0 to 5 inches: silty clay loam
Btk- 5 to 34 inches: silty clay loam
Bkqm -34 to 42 inches: cemented material
C-42 to 60 inches: very gravelly sand
Properties and qualities
Slope: 2 to 4 percent
Depth to restrictive feature: 20 to 40 inches to duripan
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Custom Soil Resource Report
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately
low(0.00 to 0.06 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 15 percent
Salinity, maximum in profile: Moderately saline to strongly saline (8.0 to 16.0
mmhos/cm)
Sodium adsorption ratio, maximum in profile: 20.0
Available water storage in profile: Moderate (about 6.8 inches)
Interpretive groups
Land capability classification (irrigated): 6s
Land capability classification (nonirrigated): 6s
Hydrologic Soil Group: D
Hydric soil rating: No
36—Chilcott-Sebree complex, 4 to 8 percent slopes
Map Unit Setting
National map unit symbol: 2g9n
Elevation: 2,000 to 5,300 feet
Mean annual precipitation: 8 to 13 inches
Mean annual air temperature: 45 to 54 degrees F
Frost-free period: 90 to 160 days
Farmland classification: Farmland of statewide importance, if irrigated and reclaimed
of excess salts and sodium
Map Unit Composition
Chilcott, low elevation, and similar soils: 55 percent
Sebree and similar soils: 25 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Chilcott, Low Elevation
Setting
Landform: Stream terraces
Landform position (two-dimensional): Backslope
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Volcanic ash and/or mixed alluvium and/or loess
Typical profile
E- 0 to 9 inches: silt loam
Bt-9 to 15 inches: silty clay
Bk- 15 to 26 inches: loam
Bkqm -26 to 35 inches: cemented material
C-35 to 65 inches: sandy loam
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Custom Soil Resource Report
Properties and qualities
Slope: 4 to 8 percent
Depth to restrictive feature: 20 to 40 inches to duripan
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately
low(0.00 to 0.06 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 30 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Sodium adsorption ratio, maximum in profile: 5.0
Available water storage in profile: Low(about 5.0 inches)
Interpretive groups
Land capability classification (irrigated): 4e
Land capability classification (nonirrigated): 6c
Hydrologic Soil Group: D
Ecological site: LOAMY 8-12 - Provisional (R011XY0011D)
Hydric soil rating: No
Description of Sebree
Setting
Landform: Stream terraces
Landform position (two-dimensional): Backslope
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Silty alluvium and/or loess
Typical profile
Bt- 0 to 5 inches: silty clay loam
Btk- 5 to 34 inches: silty clay loam
Bkqm -34 to 42 inches: cemented material
C-42 to 60 inches: very gravelly sand
Properties and qualities
Slope: 4 to 8 percent
Depth to restrictive feature: 20 to 40 inches to duripan
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately
low(0.00 to 0.06 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 15 percent
Salinity, maximum in profile: Moderately saline to strongly saline (8.0 to 16.0
mmhos/cm)
Sodium adsorption ratio, maximum in profile: 20.0
Available water storage in profile: Moderate (about 6.8 inches)
Interpretive groups
Land capability classification (irrigated): 6s
Land capability classification (nonirrigated): 6s
Hydrologic Soil Group: D
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Custom Soil Resource Report
Hydric soil rating: No
66—Harpt loam, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: 2gbq
Elevation: 2,000 to 4,500 feet
Mean annual precipitation: 9 to 13 inches
Mean annual air temperature: 45 to 52 degrees F
Frost-free period: 120 to 160 days
Farmland classification: Prime farmland if irrigated
Map Unit Composition
Harpt and similar soils: 90 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Harpt
Setting
Landform: Stream terraces, fan remnants
Down-slope shape: Concave
Across-slope shape: Linear
Parent material: Mixed alluvium and/or lacustrine deposits and/or loess
Typical profile
A - 0 to 3 inches: loam
Bw-3 to 36 inches: silt loam
C1 - 36 to 42 inches: fine sandy loam
C2-42 to 63 inches: coarse sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Moderately high to
high (0.57 to 2.00 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: High (about 10.1 inches)
Interpretive groups
Land capability classification (irrigated): 2e
Land capability classification (nonirrigated): 6c
Hydrologic Soil Group: B
Ecological site: LOAMY 8-12 - Provisional (R011XY0011D)
Hydric soil rating: No
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Custom Soil Resource Report
71—Jenness fine sandy loam, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: 2gbx
Elevation: 2,460 to 3,330 feet
Mean annual precipitation: 9 to 12 inches
Mean annual air temperature: 48 to 52 degrees F
Frost-free period: 130 to 155 days
Farmland classification: Prime farmland if irrigated
Map Unit Composition
Jenness and similar soils: 85 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Jenness
Setting
Landform: Fan remnants, stream terraces
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Alluvium derived from igneous rock
Typical profile
A - 0 to 9 inches: fine sandy loam
AC- 9 to 22 inches: fine sandy loam
C1 - 22 to 32 inches: loam
C2-32 to 40 inches: loam
C3-40 to 53 inches: sandy loam
2C4 -53 to 72 inches: silt loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Moderately high to
high (0.20 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 5 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Available water storage in profile: Moderate (about 7.6 inches)
Interpretive groups
Land capability classification (irrigated): 3e
Land capability classification (nonirrigated): 6c
Hydrologic Soil Group: B
Ecological site: LOAMY 8-12 - Provisional (R011XY0011D)
Hydric soil rating: No
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Custom Soil Resource Report
75—Kunaton-Rubble land complex, 2 to 8 percent slopes
Map Unit Setting
National map unit symbol: 2gcl
Elevation: 2,700 to 4,200 feet
Mean annual precipitation: 10 to 12 inches
Mean annual air temperature: 46 to 52 degrees F
Frost-free period: 110 to 160 days
Farmland classification: Not prime farmland
Map Unit Composition
Kunaton and similar soils: 50 percent
Rubble land: 30 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Kunaton
Setting
Landform: Lava plains
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Mixed alluvium and/or loess over bedrock derived from basalt
Typical profile
E- 0 to 4 inches: silt loam
Btk-4 to 13 inches: silty clay
Bkqm - 13 to 25 inches: cemented material
R- 25 to 35 inches: bedrock
Properties and qualities
Slope: 2 to 8 percent
Depth to restrictive feature: 10 to 20 inches to duripan; 20 to 40 inches to lithic
bedrock
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately
low(0.00 to 0.06 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 15 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Available water storage in profile: Very low(about 2.6 inches)
Interpretive groups
Land capability classification (irrigated): 4e
Land capability classification (nonirrigated): 6s
Hydrologic Soil Group: D
Ecological site: SHALLOW LOAMY 8-12 - Provisional (R011XY0041D)
Hydric soil rating: No
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Custom Soil Resource Report
Description of Rubble Land
Typical profile
C- 0 to 60 inches: stones, boulders
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8
Hydric soil rating: Unranked
90—Lankbush-Brent sandy loams, 12 to 30 percent slopes
Map Unit Setting
National map unit symbol: 2gcl
Elevation: 2,000 to 5,500 feet
Mean annual precipitation: 8 to 15 inches
Mean annual air temperature: 46 to 52 degrees F
Frost-free period: 100 to 160 days
Farmland classification: Not prime farmland
Map Unit Composition
Lankbush and similar soils: 40 percent
Brent, sandy loam, and similar soils: 30 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Lankbush
Setting
Landform: Fan remnants, stream terraces
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Mixed alluvium and/or lacustrine deposits and/or loess
Typical profile
A - 0 to 11 inches: sandy loam
Bt- 11 to 30 inches: loam
Bk-30 to 60 inches: sandy loam
Properties and qualities
Slope: 12 to 30 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): High (2.00 to 6.00
in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 5 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
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Custom Soil Resource Report
Available water storage in profile: Low(about 5.4 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6c
Hydrologic Soil Group: A
Ecological site: LOAMY 8-12 - Provisional (R011XY0011D)
Hydric soil rating. No
Description of Brent, Sandy Loam
Setting
Landform: Stream terraces, fan remnants
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Alluvium derived from igneous rock
Typical profile
A - 0 to 18 inches: loam
Bt- 18 to 29 inches: clay
Btk- 29 to 40 inches: clay
2Bk-40 to 46 inches: gravelly clay loam
3C-46 to 64 inches: gravelly loamy coarse sand
Properties and qualities
Slope: 12 to 30 percent
Depth to restrictive feature: 12 to 19 inches to abrupt textural change
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately
low(0.00 to 0.06 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 15 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Available water storage in profile. Low(about 3.1 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: D
Ecological site: LOAMY 8-12 - Provisional (R011XY0011D)
Hydric soil rating: No
91—Lankbush-Brent sandy loams, 30 to 65 percent slopes
Map Unit Setting
National map unit symbol: 2gcm
Elevation: 2,000 to 5,500 feet
Mean annual precipitation: 8 to 15 inches
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Custom Soil Resource Report
Mean annual air temperature: 46 to 52 degrees F
Frost-free period: 100 to 160 days
Farmland classification: Not prime farmland
Map Unit Composition
Lankbush and similar soils: 40 percent
Brent, south aspect, and similar soils: 30 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Lankbush
Setting
Landform: Fan remnants, stream terraces
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Mixed alluvium and/or lacustrine deposits and/or loess
Typical profile
A - 0 to 11 inches: sandy loam
Bt- 11 to 30 inches: loam
Bk-30 to 60 inches: sandy loam
Properties and qualities
Slope: 30 to 65 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): High (2.00 to 6.00
in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 5 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Available water storage in profile: Low(about 5.4 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 7e
Hydrologic Soil Group: A
Ecological site: SOUTH SLOPE 10-12 - Provisional (R011XY0081D)
Hydric soil rating: No
Description of Brent, South Aspect
Setting
Landform: Stream terraces, fan remnants
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Alluvium derived from igneous rock
Typical profile
A - 0 to 18 inches: loam
Bt- 18 to 29 inches: clay
Btk- 29 to 40 inches: clay
2Bk-40 to 46 inches: gravelly clay loam
3C-46 to 64 inches: gravelly loamy coarse sand
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Custom Soil Resource Report
Properties and qualities
Slope: 30 to 65 percent
Depth to restrictive feature: 12 to 19 inches to abrupt textural change
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately
low(0.00 to 0.06 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 15 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Available water storage in profile: Low(about 3.1 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 7e
Hydrologic Soil Group: D
Ecological site: SOUTH SLOPE 10-12 - Provisional (R011XY0081D)
Hydric soil rating: No
118—Peasley silty clay loam, 2 to 6 percent slopes
Map Unit Setting
National map unit symbol: 2g65
Elevation: 2,800 to 3,500 feet
Mean annual precipitation: 12 to 15 inches
Mean annual air temperature: 46 to 52 degrees F
Frost-free period: 140 to 160 days
Farmland classification: Farmland of statewide importance, if irrigated
Map Unit Composition
Peasley and similar soils: 85 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Peasley
Setting
Landform: Lava plains
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Loess and/or alluvium derived from granite over bedrock derived
from basalt
Typical profile
A - 0 to 7 inches: silty clay loam
ABss- 7 to 16 inches: silty clay
Bss- 16 to 21 inches: clay
Bqm-21 to 35 inches: cemented material
C-35 to 42 inches: fine gravelly loamy sand
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Custom Soil Resource Report
R-42 to 52 inches. bedrock
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: 20 to 40 inches to duripan; 40 to 60 inches to lithic
bedrock
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately
low(0.00 to 0.06 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low(about 3.7 inches)
Interpretive groups
Land capability classification (irrigated): 3e
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: D
Ecological site: CHURNING CLAY 8-16 ARTRX/PSSPS (R010XY0061D)
Hydric soil rating: No
158—Rock outcrop-Trevino complex, 5 to 20 percent slopes
Map Unit Setting
National map unit symbol: 2g71
Elevation: 2,000 to 3,350 feet
Mean annual precipitation: 8 to 11 inches
Mean annual air temperature: 45 to 52 degrees F
Frost-free period: 110 to 160 days
Farmland classification: Not prime farmland
Map Unit Composition
Rock outcrop: 40 percent
Trevino, extremely stony surface, and similar soils: 30 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Rock Outcrop
Typical profile
R- 0 to 60 inches: bedrock
Properties and qualities
Slope: 5 to 20 percent
Depth to restrictive feature: 0 inches to lithic bedrock
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8
Hydric soil rating: Unranked
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Custom Soil Resource Report
Description of Trevino, Extremely Stony Surface
Setting
Landform: Lava plains
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Mixed alluvium and/or loess over bedrock derived from basalt
Typical profile
A - 0 to 10 inches: silt loam
Bk- 10 to 19 inches: silt loam
R- 19 to 29 inches: bedrock
Properties and qualities
Slope: 5 to 20 percent
Percent of area covered with surface fragments: 9.0 percent
Depth to restrictive feature: 10 to 20 inches to lithic bedrock
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Moderately high to
high (0.57 to 2.00 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 15 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Sodium adsorption ratio, maximum in profile: 5.0
Available water storage in profile: Low(about 3.4 inches)
Interpretive groups
Land capability classification (irrigated): 6e
Land capability classification (nonirrigated): 7s
Hydrologic Soil Group: D
Hydric soil rating: No
178—Tindahay fine sandy loam, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: 2g89
Elevation: 2,000 to 4,700 feet
Mean annual precipitation: 8 to 12 inches
Mean annual air temperature: 45 to 52 degrees F
Frost-free period: 105 to 160 days
Farmland classification: Prime farmland if irrigated
Map Unit Composition
Tindahay, warm, and similar soils: 90 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
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Custom Soil Resource Report
Description of Tindahay, Warm
Setting
Landform: Fan remnants, stream terraces
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Mixed alluvium and/or eolian deposits
Typical profile
A - 0 to 8 inches: fine sandy loam
C1 - 8 to 23 inches: sandy loam
2C2- 23 to 60 inches: fine gravelly loamy coarse sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Somewhat excessively drained
Capacity of the most limiting layer to transmit water(Ksat): High (2.00 to 6.00
in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low(about 5.0 inches)
Interpretive groups
Land capability classification (irrigated): 3e
Land capability classification (nonirrigated): 6c
Hydrologic Soil Group: A
Ecological site: LOAMY 8-12 - Provisional (R011XY0011D)
Hydric soil rating: No
9999—Water
Map Unit Composition
Water: 100 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
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Custom Soil Resource Report
Elmore County Area, Idaho, Parts of Elmore and Owyhee Counties
27—Chilcott-Elijah silt loams, 0 to 12 percent slopes
Map Unit Setting
National map unit symbol: 2gzw
Elevation: 2,300 to 5,300 feet
Mean annual precipitation: 8 to 12 inches
Mean annual air temperature: 45 to 54 degrees F
Frost-free period: 90 to 170 days
Farmland classification: Farmland of statewide importance, if irrigated
Map Unit Composition
Chilcott and similar soils: 50 percent
Elijah and similar soils: 25 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Chilcott
Setting
Landform: Stream terraces, lava plains
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Volcanic ash and/or mixed alluvium and/or loess; volcanic ash
and/or mixed alluvium and loess
Typical profile
A/E- 0 to 7 inches: silt loam
Bt- 7 to 17 inches: silty clay
Btk- 17 to 27 inches: clay loam
Bkq-27 to 33 inches: loam
Bkqm -33 to 67 inches: cemented material
Properties and qualities
Slope: 0 to 12 percent
Depth to restrictive feature: 20 to 40 inches to duripan
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat). Very low to moderately
low(0.00 to 0.06 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 30 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Available water storage in profile: Low(about 5.8 inches)
Interpretive groups
Land capability classification (irrigated): 4e
Land capability classification (nonirrigated): 6c
Hydrologic Soil Group: D
Ecological site: LOAMY 8-12 - Provisional (R011XY0011D)
Hydric soil rating: No
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Custom Soil Resource Report
Description of Elijah
Setting
Landform: Lava plains, stream terraces
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Lacustrine deposits and/or loess and/or alluvium over residuum
weathered from basalt
Typical profile
A - 0 to 7 inches: silt loam
Bt- 7 to 21 inches: silty clay loam
Bk-21 to 30 inches: loam
Bkqm -30 to 41 inches: cemented material
C-41 to 60 inches: fine sandy loam
Properties and qualities
Slope: 0 to 12 percent
Depth to restrictive feature: 20 to 40 inches to duripan
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately
low(0.00 to 0.06 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 30 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Available water storage in profile: Low(about 5.9 inches)
Interpretive groups
Land capability classification (irrigated): 4e
Land capability classification (nonirrigated): 6c
Hydrologic Soil Group: C
Ecological site: LOAMY 8-12 - Provisional (R011XY0011D)
Hydric soil rating: No
36—Colthorp-Rock outcrop complex, 4 to 20 percent slopes
Map Unit Setting
National map unit symbol: 2r06
Elevation: 3,000 to 4,700 feet
Mean annual precipitation: 9 to 12 inches
Mean annual air temperature: 48 to 52 degrees F
Frost-free period: 110 to 160 days
Farmland classification: Not prime farmland
Map Unit Composition
Colthorp and similar soils: 70 percent
Rock outcrop: 15 percent
35
310

Custom Soil Resource Report
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Colthorp
Setting
Landform: Lava plains
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Mixed alluvium and/or loess over bedrock derived from basalt
Typical profile
A - 0 to 3 inches: stony silt loam
Bt- 3 to 10 inches: silty clay loam
Bk- 10 to 18 inches: silty clay loam
Bkqm - 18 to 23 inches: cemented material
R- 23 to 33 inches: bedrock
Properties and qualities
Slope: 4 to 20 percent
Depth to restrictive feature: 10 to 20 inches to duripan; 20 to 40 inches to lithic
bedrock
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately
low(0.00 to 0.06 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 25 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Available water storage in profile: Low(about 3.3 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6s
Hydrologic Soil Group: D
Ecological site: LOAMY 8-12 - Provisional (R011XY0011D)
Hydric soil rating: No
Description of Rock Outcrop
Typical profile
R- 0 to 60 inches: bedrock
Properties and qualities
Slope: 4 to 20 percent
Depth to restrictive feature: 0 inches to lithic bedrock
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8
Hydric soil rating: Unranked
36
311

Custom Soil Resource Report
78—Haw-Lankbush complex, 4 to 20 percent slopes
Map Unit Setting
National map unit symbol: 2r1 p
Elevation: 2,000 to 5,500 feet
Mean annual precipitation: 8 to 13 inches
Mean annual air temperature: 45 to 52 degrees F
Frost-free period: 90 to 160 days
Farmland classification: Not prime farmland
Map Unit Composition
Haw and similar soils: 40 percent
Lankbush and similar soils: 35 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Haw
Setting
Landform: Fan remnants
Landform position (two-dimensional): Footslope, toeslope
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Mixed alluvium and/or lacustrine deposits and/or loess
Typical profile
A - 0 to 9 inches: loam
Bt- 9 to 25 inches: sandy clay loam
Bk-25 to 37 inches: coarse sandy loam
2C-37 to 60 inches: loamy coarse sand
Properties and qualities
Slope: 4 to 20 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Moderately high (0.20
to 0.60 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 15 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Available water storage in profile: Moderate (about 7.8 inches)
Interpretive groups
Land capability classification (irrigated): 6e
Land capability classification (nonirrigated): 6c
Hydrologic Soil Group: C
Ecological site: LOAMY 8-12 - Provisional (R011XY0011D)
Hydric soil rating: No
37
312

Custom Soil Resource Report
Description of Lankbush
Setting
Landform: Fan remnants
Landform position (two-dimensional): Backslope, shoulder
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Mixed alluvium and/or lacustrine deposits and/or loess
Typical profile
A - 0 to 8 inches: sandy loam
BA - 8 to 12 inches: coarse sandy loam
Bt- 12 to 50 inches: sandy clay loam
2C- 50 to 60 inches: sand
Properties and qualities
Slope: 4 to 20 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Moderately high (0.20
to 0.60 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 5 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Sodium adsorption ratio, maximum in profile: 5.0
Available water storage in profile: Moderate (about 8.9 inches)
Interpretive groups
Land capability classification (irrigated): 6e
Land capability classification (nonirrigated): 6c
Hydrologic Soil Group: C
Ecological site: LOAMY 8-12 - Provisional (R011XY0011D)
Hydric soil rating: No
88—Kunaton silt loam, 0 to 4 percent slopes
Map Unit Setting
National map unit symbol: 2r21
Elevation: 2,700 to 4,200 feet
Mean annual precipitation: 10 to 12 inches
Mean annual air temperature: 46 to 52 degrees F
Frost-free period: 110 to 160 days
Farmland classification: Not prime farmland
Map Unit Composition
Kunaton and similar soils: 75 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
38
313

Custom Soil Resource Report
Description of Kunaton
Setting
Landform: Lava plains
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Mixed alluvium and/or loess over bedrock derived from basalt
Typical profile
E- 0 to 4 inches: silt loam
Bt-4 to 10 inches: silty clay
Btk- 10 to 15 inches: silt loam
Bkqm - 15 to 31 inches: cemented material
R-31 to 41 inches: bedrock
Properties and qualities
Slope: 0 to 4 percent
Depth to restrictive feature: 10 to 20 inches to duripan; 20 to 40 inches to lithic
bedrock
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately
low(0.00 to 0.06 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 15 percent
Salinity, maximum in profile: Very slightly saline to slightly saline (2.0 to 4.0
mmhos/cm)
Available water storage in profile: Very low(about 2.9 inches)
Interpretive groups
Land capability classification (irrigated): 4s
Land capability classification (nonirrigated): 6s
Hydrologic Soil Group: D
Ecological site: LOAMY 8-12 - Provisional (R011XY0011D)
Hydric soil rating: No
91—Lankbush-Lanktree complex, 4 to 30 percent slopes
Map Unit Setting
National map unit symbol: 2r25
Elevation: 2,000 to 5,500 feet
Mean annual precipitation: 8 to 12 inches
Mean annual air temperature: 46 to 52 degrees F
Frost-free period: 100 to 160 days
Farmland classification: Not prime farmland
Map Unit Composition
Lankbush and similar soils: 40 percent
Lanktree and similar soils: 35 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
39
314

Custom Soil Resource Report
Description of Lankbush
Setting
Landform: Fan remnants, ridges
Landform position (two-dimensional): Summit, backslope
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Mixed alluvium and/or lacustrine deposits and/or loess
Typical profile
A - 0 to 8 inches: sandy loam
BA - 8 to 12 inches: coarse sandy loam
Bt- 12 to 50 inches: sandy clay loam
2C- 50 to 60 inches: sand
Properties and qualities
Slope: 4 to 30 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Moderately high (0.20
to 0.60 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 5 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Sodium adsorption ratio, maximum in profile: 5.0
Available water storage in profile: Moderate (about 8.9 inches)
Interpretive groups
Land capability classification (irrigated): 6e
Land capability classification (nonirrigated): 6c
Hydrologic Soil Group: C
Ecological site: LOAMY 8-12 - Provisional (R011XY0011D)
Hydric soil rating: No
Description of Lanktree
Setting
Landform: Fan remnants
Landform position (two-dimensional): Backslope
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Loess and/or alluvium derived from igneous rock
Typical profile
E- 0 to 3 inches: loam
Bt- 3 to 35 inches: sandy clay
Btk- 35 to 43 inches: sandy loam
2C-43 to 60 inches: gravelly loamy sand
Properties and qualities
Slope: 4 to 30 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
40
315

Custom Soil Resource Report
Capacity of the most limiting layer to transmit water(Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 10 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Sodium adsorption ratio, maximum in profile: 8.0
Available water storage in profile: Moderate (about 8.6 inches)
Interpretive groups
Land capability classification (irrigated): 6e
Land capability classification (nonirrigated): 6c
Hydrologic Soil Group: C
Ecological site: LOAMY 8-12 - Provisional (R011XY0011D)
Hydric soil rating: No
94—Lanktree-Chilcott loams, 0 to 12 percent slopes
Map Unit Setting
National map unit symbol: 2r28
Elevation: 2,000 to 5,300 feet
Mean annual precipitation: 8 to 12 inches
Mean annual air temperature: 45 to 54 degrees F
Frost-free period: 90 to 170 days
Farmland classification: Farmland of statewide importance, if irrigated
Map Unit Composition
Lanktree and similar soils: 50 percent
Chilcott and similar soils: 30 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Lanktree
Setting
Landform: Fan remnants
Landform position (two-dimensional): Backslope
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Loess and/or alluvium derived from igneous rock
Typical profile
E- 0 to 3 inches: loam
Bt-3 to 35 inches: sandy clay
Btk- 35 to 43 inches: sandy loam
2C-43 to 60 inches: gravelly loamy sand
Properties and qualities
Slope: 4 to 12 percent
Depth to restrictive feature: More than 80 inches
41
316

Custom Soil Resource Report
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 10 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Sodium adsorption ratio, maximum in profile: 8.0
Available water storage in profile: Moderate (about 8.6 inches)
Interpretive groups
Land capability classification (irrigated): 4e
Land capability classification (nonirrigated): 6c
Hydrologic Soil Group: C
Ecological site: LOAMY 8-12 - Provisional (R011XY0011D)
Hydric soil rating: No
Description of Chilcott
Setting
Landform: Fan remnants, ridges
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Volcanic ash and/or mixed alluvium and/or loess
Typical profile
A/E- 0 to 7 inches: loam
Bt- 7 to 17 inches: silty clay
Btk- 17 to 27 inches: clay loam
Bkq-27 to 33 inches: loam
Bkqm -33 to 67 inches: cemented material
Properties and qualities
Slope: 0 to 8 percent
Depth to restrictive feature: 20 to 40 inches to duripan
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately
low(0.00 to 0.06 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 30 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Available water storage in profile: Low(about 5.8 inches)
Interpretive groups
Land capability classification (irrigated): 3e
Land capability classification (nonirrigated): 6c
Hydrologic Soil Group: D
Ecological site: LOAMY 8-12 - Provisional (R011XY0011D)
Hydric soil rating: No
42
317

Custom Soil Resource Report
108—Monroe-Jenness complex, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: 2gx4
Elevation: 2,600 to 6,000 feet
Mean annual precipitation: 8 to 11 inches
Mean annual air temperature: 48 to 52 degrees F
Frost-free period: 115 to 130 days
Farmland classification: Prime farmland if irrigated
Map Unit Composition
Monroe and similar soils: 45 percent
Jenness and similar soils: 35 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Monroe
Setting
Landform: Flood plains, fan remnants
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Mixed alluvium
Typical profile
Al - 0 to 8 inches: sandy loam
A2- 8 to 36 inches: loam
C-36 to 60 inches: sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat). Moderately high to
high (0.57 to 2.00 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 5 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Available water storage in profile: Moderate (about 8.4 inches)
Interpretive groups
Land capability classification (irrigated): 3e
Land capability classification (nonirrigated): 6c
Hydrologic Soil Group: B
Ecological site: LOAMY BOTTOM 8-14 ARTRT/LEC14 (R011XY0151D)
Hydric soil rating: No
43
318

Custom Soil Resource Report
Description of Jenness
Setting
Landform: Flood plains, fan remnants
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Alluvium derived from igneous rock
Typical profile
A - 0 to 6 inches: loam
C1 - 6 to 12 inches: loam
C2- 12 to 36 inches: sandy loam
2C3-36 to 60 inches: gravelly loamy sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Moderately high to
high (0.57 to 2.00 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.6 inches)
Interpretive groups
Land capability classification (irrigated): 3s
Land capability classification (nonirrigated): 6c
Hydrologic Soil Group: B
Ecological site: LOAMY BOTTOM 8-14 ARTRT/LEC14 (R011XY0151D)
Hydric soil rating: No
44
319

References
American Association of State Highway and Transportation Officials (AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife
Service FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/
nres/detail/national/soils/?cid=nres 142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. http://
www.nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://
www.nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nres.usda.gov/wps/portal/nres/detail/soils/
home/?cid=nres142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/
detail/national/landuse/rangepasture/?cid=stelprdb1043084
45
320

Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://www.nres.usda.gov/wps/portal/
n res/d eta il/soils/scientists/?cid=n res 142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook
296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/?
cid=nres142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http://
www.nrcs.usda.gov/lnternet/FSE—DOCUMENTS/nrcsl42p2_052290.pdf
46
321

Appendix F
FEMA Flood Insurance Rate Map
Mayfield Springs Water Facility Plan
322

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323

Appendix G
USFWS National Wetlands Inventory
Mayfield Springs Water Facility Plan
324

U.S. Fish and Wildlife Service
National Wetlands InventoryWetlands
PW
• n
Aor
�• 4
1
t
1:62,218
0 0.5 1 2 mi
ii .1i�iyiyi� U.S.Fish and Wild Service,National St dards and Support T am,
0 0.75 1.5 3 km — wetlands team s.gov
June 7, 2019 This map is for general reference only.The US Fish and Wildlife
Service is not responsible for the accuracy or currentness of the
Wetlands base data shown on this map.All wetlands related data should
Freshwater Emergent Wetland Lake be used in accordance with the layer metadata found on the
Wetlands Mapper web site.
Estuarine and Marine Deepwater �l Freshwater Forested/Shrub Wetland Other
Estuarine and Marine Wetland Freshwater Pond Riverine
National Wetlands Inventory(NWI)
This page was produced by the NWI mapper
325

Appendix I
USFWS Species List and IPaC Report
Mayfield Springs Water Facility Plan
326

F1%11 A N LUw!
' United States Department of the Interior
FISH AND WILDLIFE SERVICE
Idaho Fish And Wildlife Office
1387 South Vinnell Way, Suite 368
Boise,ID 83709-1657
Phone: [phone] Fax: [phone]
In Reply Refer To: June 07, 2019
Consultation Code: 01EIFW00-2019-SLI-1293
Event Code: OlEIFW00-2019-E-02720
Project Name: Mayfield Springs
Subject: List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The enclosed species list identifies threatened, endangered,proposed and candidate species, as
well as proposed and final designated critical habitat, that may occur within the boundary of your
proposed project and/or may be affected by your proposed project. The species list fulfills the
requirements of the U.S. Fish and Wildlife Service (Service)under section 7(c) of the
Endangered Species Act(Act) of 1973, as amended(16 U.S.C. 1531 et seq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information.An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
The purpose of the Act is to provide a means whereby threatened and endangered species and the
ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the
Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to
utilize their authorities to carry out programs for the conservation of threatened and endangered
species and to determine whether projects may affect threatened and endangered species and/or
designated critical habitat.
327

06/07/2019 Event Code: 01 EIFW00-2019-E-02720 2
A Biological Assessment is required for construction projects (or other undertakings having
similar physical impacts)that are major Federal actions significantly affecting the quality of the
human environment as defined in the National Environmental Policy Act(42 U.S.C. 4332(2)
(c)). For projects other than major construction activities, the Service suggests that a biological
evaluation similar to a Biological Assessment be prepared to determine whether the project may
affect listed or proposed species and/or designated or proposed critical habitat. Recommended
contents of a Biological Assessment are described at 50 CFR 402.12.
If a Federal agency determines,based on the Biological Assessment or biological evaluation, that
listed species and/or designated critical habitat may be affected by the proposed project, the
agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service
recommends that candidate species,proposed species and proposed critical habitat be addressed
within the consultation. More information on the regulations and procedures for section 7
consultation, including the role of permit or license applicants, can be found in the "Endangered
Species Consultation Handbook" at:
http://www.fws.gov/endangered/esa-library/Pdf/TOC-GLOS.PDF
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act(16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan(hIMs://ww.fws. og v/migratorvbirds/pdf/mana eg ment/
eagleconservtionplanguidance.pdf).Additionally, wind energy projects should follow the wind
energy guidelines (https://www.fws.gov/ecologica-services/energy-develpment/wind/html) for
minimizing impacts to migratory birds and bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: https://
www.fvvs.ov/bidsbird-enthusiasts/threats-to-birds/collisions/communication-towers.php.
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office.
Attachment(s):
• Official Species List
■ USFWS National Wildlife Refuges and Fish Hatcheries
■ Migratory Birds
• Wetlands
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Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Idaho Fish And Wildlife Office
1387 South Vinnell Way, Suite 368
Boise, ID 83709-1657
[phone]
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Project Summary
Consultation Code: OIEIFWOO-2019-SLI-1293
Event Code: OIEIFW00-2019-E-02720
Project Name: Mayfield Springs
Project Type: WASTEWATER FACILITY
Project Description: Planned Community
Project Location:
Approximate location of the project can be viewed in Google Maps: https:
www.google.com/maps/place/43.37690294512149N 115.97495486512156W
i
i
i
i
Counties: Ada, ID Elmore, ID
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Endangered Species Act Species
There is a total of 1 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesl, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Flowering Plants
NAME STATUS
Slickspot Peppergrass Lepidium papilliferum Threatened
There is proposed critical habitat for this species.Your location is outside the critical habitat.
Species profile:https://ecos.fws.gov/ecp/species/4027
v/ecp/species/4027
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.
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USFWS National Wildlife Refuge Lands And Fish
Hatcheries
Any activity proposed on lands managed by the National Wildlife Refine system must undergo a
'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to
discuss any questions or concerns.
THERE ARE NO REFUGE LANDS OR FISH HATCHERIES WITHIN YOUR PROJECTAREA.
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Migratory Birds
Certain birds are protected under the Migratory Bird Treaty Act!and the Bald and Golden Eagle
Protection Act2.
Any person or organization who plans or conducts activities that may result in impacts to
migratory birds, eagles, and their habitats should follow appropriate regulations and consider
implementing appropriate conservation measures, as described below.
1. The Migratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
The birds listed below are birds of particular concern either because they occur on the USFWS
Birds of Conservation Concern(BCC) list or warrant special attention in your project location.
To learn more about the levels of concern for birds on your list and how this list is generated, see
the FAQ below. This is not a list of every bird you may find in this location, nor a guarantee that
every bird on this list will be found in your project area. To see exact locations of where birders
and the general public have sighted birds in and around your project area, visit the E-bird data
mapping tool (Tip: enter your location, desired date range and a species on your list). For
projects that occur off the Atlantic Coast, additional maps and models detailing the relative
occurrence and abundance of bird species on your list are available. Links to additional
information about Atlantic Coast birds, and other important information about your migratory
bird list, including how to properly interpret and use your migratory bird report, can be found
below.
For guidance on when to schedule activities or implement avoidance and minimization measures
to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE
SUMMARY at the top of your list to see when these birds are most likely to be present and
breeding in your project area.
BREEDING
NAME SEASON
Bald Eagle Haliaeetus leucocephalus Breeds Dec 1 to
This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention Aug 31
because of the Eagle Act or for potential susceptibilities in offshore areas from certain types
of development or activities.
https://ecos.fws. og v/ecl/species/1626
Brewer's Sparrow Spizella breweri Breeds May 15
This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions to Aug 10
(BCRs)in the continental USA
https://ecos.f vs. og v/ecp/species/9291
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BREEDING
NAME SEASON
Clark's Grebe Aechmophorus clarkii Breeds Jan 1 to
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA Dec 31
and Alaska.
Golden Eagle Aquila chrysaetos Breeds Dec 1 to
This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions Aug 31
(BCRs)in the continental USA
https://ecos.f vs. og v/ecp/species/1680
Lesser Yellowlegs Tringa flavipes Breeds
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA elsewhere
and Alaska.
hops://ecos.fws. og v/ecp/species/9679
Lewis's Woodpecker Melanerpes lewis Breeds Apr 20
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Sep 30
and Alaska.
https://ecos.fws. og v/ecp/species/9408
Long-billed Curlew Numenius americanus Breeds Apr 1 to
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA Jul 31
and Alaska.
h!Ws:Hecos.fws. og v/ecp/species/5511
Marbled Godwit Limosa fedoa Breeds
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA elsewhere
and Alaska.
hops://ecos.fws. og v/ecp/species/9481
Olive-sided Flycatcher Contopus cooperi Breeds May 20
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Aug 31
and Alaska.
hiips:Hecos.fws. og v/ecp/species/3914
Sage Thrasher Oreoscoptes montanus Breeds Apr 15
This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions to Aug 10
(BCRs)in the continental USA
hops://ecos.fvvs. og v/ecp/species/9433
Willet Tringa semipalmata Breeds Apr 20
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Aug 5
and Alaska.
Willow Flycatcher Empidonax traillii Breeds May 20
This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions to Aug 31
(BCRs)in the continental USA
hiips:Hecos.fws. oe v/ecp/species/3482
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Probability Of Presence Summary
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read and understand the
FAQ "Proper Interpretation and Use of Your Migratory Bird Report"before using or attempting
to interpret this report.
Probability of Presence (■)
Each green bar represents the bird's relative probability of presence in the 1 Okm grid cell(s) your
project overlaps during a particular week of the year. (A year is represented as 12 4-week
months.)A taller bar indicates a higher probability of species presence. The survey effort(see
below) can be used to establish a level of confidence in the presence score. One can have higher
confidence in the presence score if the corresponding survey effort is also high.
How is the probability of presence score calculated? The calculation is done in three steps:
1. The probability of presence for each week is calculated as the number of survey events in
the week where the species was detected divided by the total number of survey events for
that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee
was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is
0.25.
2. To properly present the pattern of presence across the year, the relative probability of
presence is calculated. This is the probability of presence divided by the maximum
probability of presence across all weeks. For example, imagine the probability of presence
in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12
(0.25) is the maximum of any week of the year. The relative probability of presence on
week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2.
3. The relative probability of presence calculated in the previous step undergoes a statistical
conversion so that all possible values fall between 0 and 10, inclusive. This is the
probability of presence score.
Breeding Season ( )
Yellow bars denote a very liberal estimate of the time-frame inside which the bird breeds across
its entire range. If there are no yellow bars shown for a bird, it does not breed in your project
area.
Survey Effort (1)
Vertical black lines superimposed on probability of presence bars indicate the number of surveys
performed for that species in the 1 Okm grid cell(s) your project area overlaps. The number of
surveys is expressed as a range, for example, 33 to 64 surveys.
No Data (—)
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
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Surveys from only the last 10 years are used in order to ensure delivery of currently relevant
information. The exception to this is areas off the Atlantic coast, where bird returns are based on
all years of available data, since data in these areas is currently much more sparse.
probability of presence breeding season survey effort —no data
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Bald Eagle — --�"M ++9A 11mi Hit ++ + �+� I -- —
Non-BCC Vulnerable + I
Brewer's Sparrow �+— ■ 1 ' 11"""'
BCC-BCR
BClark!s Grebe
CC Rangewide(CON) ---- --�� �� � TT++ *��� 1111 1�11 1111 IIII IIII IIII IIII
Golden Eagle .10+ 01++ IIII I+ 1 T I ;j --+ ---- —II I
BCC-Lesser Yellowlegs ———— --�� +--+ ———— ----
BCC Rangewide(CON)
Lewis's ++++ ++ +
�_
Woodpecker
---- --�� +�—+ --- ----
BCC Rangewide(CON) Amm MI
Long-billed Curlew + +' +--
BCC Rangewide(CON)
Marbled Godwit ---- --�� ++++ ++" +�—+ ———— ————
B n CC Rgewide(CON)
Olive-sided -- +
Flycatcher ———— ———— -- --- ---- ---- ----
BCC Rangewide(CON)
1 Sage Thrasher ———— ---+ +++' + I +„ I� �� IM11 1111 �'�� +--+ --- ————
BCC-BCR
Willet BCCRangewide(CON) -- ++++ Al 1111
1111
+,+ ++-1-4 -1 - ———— ————
BCC
Willlo CFRlycatcher ———— ---+ ++++ ++++ ++II 1111 16 +ilI +--+ ———— ————
Additional information can be found using the following links:
• Birds of Conservation Concern http://www.fws.gov/birds/management/managed-species/
birds-of-conservation-concern.php
• Measures for avoiding and minimizing impacts to birds http://www.fws.aov/birds/
mana eg ment/project-assessment-tools-and-guidance/
conservation-measures.php
■ Nationwide conservation measures for birds http://www.fws. og v/mi rg atoiybirds/pdf/
management/nationwidestandardconservationmeasures.pdf
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Migratory Birds FAQ
Tell me more about conservation measures I can implement to avoid or minimize impacts
to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize
impacts to all birds at any location year round. Implementation of these measures is particularly
important when birds are most likely to occur in the project area. When birds may be breeding in
the area, identifying the locations of any active nests and avoiding their destruction is a very
helpful impact minimization measure. To see when birds are most likely to occur and be breeding
in your project area, view the Probability of Presence Summary. Additional measures and/or
permits may be advisable depending on the type of activity you are conducting and the type of
infrastructure or bird species present on your project site.
What does IPaC use to generate the migratory birds potentially occurring in my specified
location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern
(BCC) and other species that may warrant special attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian
Knowledge Network(AKN). The AKN data is based on a growing collection of survey, banding,
and citizen science datasets and is queried and filtered to return a list of those birds reported as
occurring in the IOkm grid cell(s)which your project intersects, and that have been identified as
warranting special attention because they are a BCC species in that area, an eagle (Eagle Act
requirements may apply), or a species that has a particular vulnerability to offshore activities or
development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your
project area. It is not representative of all birds that may occur in your project area. To get a list
of all birds potentially present in your project area,please visit the AKN Phenology Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds
potentially occurring in my specified location?
The probability of presence graphs associated with your migratory bird list are based on data
provided by the Avian Knowledge Network(AKN). This data is derived from a growing
collection of survey, banding, and citizen science datasets .
Probability of presence data is continuously being updated as new and better information
becomes available. To learn more about how the probability of presence graphs are produced and
how to interpret them, go the Probability of Presence Summary and then click on the "Tell me
about these graphs" link.
How do I know if a bird is breeding,wintering, migrating or present year-round in my
project area?
To see what part of a particular bird's range your project area falls within(i.e. breeding,
wintering, migrating or year-round), you may refer to the following resources: The Cornell Lab
of Ornithology All About Birds Bird Guide, or(if you are unsuccessful in locating the bird of
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interest there), the Cornell Lab of Ornithology Neotropical Birds guide. If a bird on your
migratory bird species list has a breeding season associated with it, if that bird does occur in your
project area, there may be nests present at some point within the timeframe specified. If"Breeds
elsewhere" is indicated, then the bird likely does not breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
1. 'BCC Rangewide" birds are Birds of Conservation Concern(BCC)that are of concern
throughout their range anywhere within the USA(including Hawaii, the Pacific Islands,
Puerto Rico, and the Virgin Islands);
2. 'BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation
Regions (BCRs) in the continental USA; and
3. "Non-BCC -Vulnerable" birds are not BCC species in your project area,but appear on
your list either because of the Eagle Act requirements (for eagles) or(for non-eagles)
potential susceptibilities in offshore areas from certain types of development or activities
(e.g. offshore energy development or longline fishing).
Although it is important to try to avoid and minimize impacts to all birds, efforts should be made,
in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC
species of rangewide concern. For more information on conservation measures you can
implement to help avoid and minimize migratory bird impacts and requirements for eagles,
please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects
For additional details about the relative occurrence and abundance of both individual bird species
and groups of bird species within your project area off the Atlantic Coast,please visit the
Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides
birds that may be helpful to you in your project review.Alternately, you may download the bird
model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical
Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic
Outer Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use
throughout the year, including migration. Models relying on survey data may not include this
information. For additional information on marine bird tracking data, see the Diving Bird Study
and the nanotag studies or contact Caleb Spiegel or Pam Lorins.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles,you may need to obtain a permit to avoid
violating the Eagle Act should such impacts occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of
birds of priority concern. To learn more about how your list is generated, and see options for
identifying what other birds may be in your project area,please see the FAQ "What does IPaC
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use to generate the migratory birds potentially occurring in my specified location". Please be
aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that
overlap your project; not your exact project footprint. On the graphs provided,please also look
carefully at the survey effort(indicated by the black vertical bar) and for the existence of the "no
data" indicator(a red horizontal bar).A high survey effort is the key component. If the survey
effort is high, then the probability of presence score can be viewed as more dependable. In
contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of
certainty about presence of the species. This list is not perfect; it is simply a starting point for
identifying what birds of concern have the potential to be in your project area, when they might
be there, and if they might be breeding (which means nests might be present). The list helps you
know what to look for to confirm presence, and helps guide you in knowing when to implement
conservation measures to avoid or minimize potential impacts from your project activities,
should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell
me about conservation measures I can implement to avoid or minimize impacts to migratory
birds" at the bottom of your migratory bird trust resources page.
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Wetlands
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section
404 of the Clean Water Act, or other State/Federal statutes.
For more information please contact the Regulatory Program of the local U.S.Army Corps of
Engineers District.
Please note that the NWI data being shown may be out of date. We are currently working to
update our NWI data set. We recommend you verify these results with a site visit to determine
the actual extent of wetlands on site.
FRESHWATER EMERGENT WETLAND
• PEM1Ah
• PEM 1 Ch
• PEM 1 Cx
• PEM 1 C
• PEM 1 Fh
FRESHWATER FORESTED/SHRUB WETLAND
• PSSC
FRESHWATER POND
• PUSAh
• PABF
LAKE
• L2UBGh
• L2USCh
RIVERINE
• R4SBA
• R4SBC
340

Appendix
Sole Source Aquifer Map
Mayfield Springs Water Facility Plan
341

Guemes B r i t i s h Designated Sole Source Aquifers Alberta i� �sas ka tc hewa
Island Columbia
Aquifer � in EPA Region 10 —- -
---- --------- -------- -----
Whidbey Camano Idaho, Oregon, Washington
Island x-" Island (None in Alaska)
Aquifer Aquifer i
Marrowstone 4-Newberg Area
Island Aquiferquifer
Cross
Seattle Aqufer S
-- Vashon-Maury pokane
Island Aquifer r
Tacoma W a s h i n t o n :.
Spokane Valley
—.. -- Rathdrum
i a:dar Prairie Aquifer � � ': ' :� :�•: M o n t a n a
Central Pierce -'
County Aquifer f Kendrick '+�
T —� — Troutdale 7
Aquifer i 1
d
/ y
,rnbia Rive,
Go — lr ``� Lewiston
i Basin
Portland
_- J Aqu'Ifer .i I d a h o
J i
W-y o m i n g
... . . .. . ..... ......
Oregon Z—N
North Florence l� Boise
Dunal Aquifer
I
i
I
i
— PROJECT AREA
Eastern
Snake River j
Plain Aquifer j
Legend I
-L--_ _
Sole Source Aquifers --------------- ------------- —_—
N---- —_—_—_—_--- -- Q `w
_ Aquifer Area California ; Nevada ; w ESQ=
I c r kd t a h V Paoh�
Source Area 0 50 100 200 Soo I L !
mommmommmommiKilometers Map Created 7/21/2008
342

Appendix J
Well Delineations
Mayfield Springs Water Facility Plan
343

t
•
4 AW
i, _ L
� 'J �.�/� f• ter..
dk
�� L 3 • �1 •', 1
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84•�
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• W MAIN ST. WEST PARK
♦ . COMPANIES
•
BOISE, IDAHO 83702 139.0010.02
208.850.9978 MAYFIELD SPRINGS
MOUNTAIN
WATERWORKS •• OFFICES
:• AREA DELINEATIONS

Appendix K
Water Supply Assessment
Mayfield Springs Water Facility Plan
345

WATER SUPPLY ASSESSMENT
FOR THE
MAYFIELD SPRINGS PLANNED COMMUNITY
11 �
— s
Prepared for
Intermountain Sewer and Water Corporation
P.O. Box 344
Meridian, ID 83660
Prepared by
•T A 2�
SPF Water Engineering, LLC , R.
600 East River Park Lane ASH -
Boise, ID 83706 `
r+�of
,��� �� 'ate
N R. TIE
March 20, 2006
SPF Water Engineering, LLC
r water resnurr.a r.nnsultants
346

EXECUTIVE SUMMARY
The proposed Mayfield Springs Planned Community (Mayfield Springs) is located
about 20 miles southeast of Boise in eastern Ada County. Once constructed, the
development will require approximately 1,800 acre-feet of water per year, or an
average pumping rate of approximately 1,130 gallons per minute (gpm), for
domestic, commercial, and industrial purposes. Five wells will likely extend to depths
ranging from about 600 feet to over 800 feet, with static water levels ranging from
approximately 300 to 600 feet below ground surface.
SPF Water Engineering, LLC (SPF) conducted an assessment of potential ground
water availability to meet the needs of the proposed community. The primary
cunclusions from this assessment are that there is likely sufficient water available for
the proposed uses and that substantial impacts to nearby, existing water rights are
unlikely. Specific conclusions include the following
AOL)ifer ^hararteristics
1 . Aquifers underlying the Mayfield Springs area are present in layers of
unconsolidated sediments and volcanic materials.
2. Primary water-bearing zones are found in coarser-grained sedimentary
zones (such as sand and gravel layers) or in fractured basalt or cinder
zones.
3. Coarse-grained sediments in the Mayfield Springs area originated in
nearby highlands and are consistent with alluvial fan deposits.
4. Clay layers or unfractured basalt may form partial aquitards in the Mayfield
Springs area. However, it is unlikely that these aquitards are areally
extensive because of varying geologic materials and proximity to basin
margins.
5. All of the shallower existing wells (e.g., less than 300 feet deep) are within
about one mile of Indian Creek or Indian Creek Reservoir. Some of these
wells are likely completed in perched aquifer zones
6. All of the wells further than ahout one mile from Indian Creek are at least
400 feet in depth (the deepest well extends 811 feet below ground
surface).
Aquifer Recharge and Discharge
7 Recharge to shallow zones occurs through areal infiltration and seepage
from surface water bodies (e.g., Indian Creek, tributaries to Indian Creek,
and Indian Creek Reservoir).
SPF Water Engineering, LLC Page ii 03/20/06
347

8. Recharge to deeper zones occurs as downward flow from overlying
shallow aquifers and infiltration at geologic contact zones
9. Total aquifer recharge in an average year likely ranges from approximately
7,000 to 28,000 acre feet.
Depth to Water
10. Static water levels in existing wells range from less than 100 feet to over
600 feet.
11. All wells with static water levels less than 200 feet are located within
approximately one mile of Indian Creek or Indian Creek Reservoir. These
wells are likely completed in perched aquifer zones.
Existing Well Yields
12. Well yields listed on drillers' reports range from zero to 200 gpm. Some of
these yields may have been limited by testing method (airlift) and/or well
construction.
13. One well (the Ken Agenbroad Well) was tested at a rate of 550 gpm for 6
hours and 795 gpm for 1 hour. The aquifer transmissivity in this area was
estimated to be approximately 7,300 gpd/ft (based on an aggregate
screened thickness of 130 feet), indicating moderate aquifer productivity. It
is likely that overall aquifer transmissivity is greater based on experience
with other alluvial-fan aquifers and because the effective aquifer thickness
is greater than that penetrated by the Agenbroad well
14. All of the wells listing an initial yield greater than 50 gpm are located within
approximately one mile of Indian Creek or Indian Creek Reservoir.
Water Levels
15. Water levels in the Mayfield Springs area are generally stable.
16. Ground water flow directions (based on contours drawn from available
water-level data) are generally from the northeast to southwest.
Water Quality
17. Water quality data for the area are limited, but available data suggest that
ground water quality is good. Arsenic and fluoride concentrations were
less than current Maximum Contaminant Levels (MCLs)
New Well Construction
18. Wells for the new development will likely extend to depths ranging from 600
to over 800 feet, with static water levels ranging from approximately 300 to
600 feet below ground surface.
19. Wells should be constructed so as to minimize the potential for downward
movement of ground water from perched aquifers to lower zones.
SPF Water Engineering, LLC Page iii 03/20/06
348

Water Availability
20. There is likely a sufficient amount of water available for the proposed uses.
The amount of estimated recharge in this area (7,000 to 28,000 acre feet)
is substantially greater than the anticipated amount required for new uses
(1,815 acre feet for the proposed planned community) and existing uses
(700 acre feet) in the Mayfield Springs area.
21. Currently stable (or slightly increasing) water levels indicate that water is
available for additional appropriation.
Potential Impacts to Existing Water Rights
22. Impacts on existing water rights are unlikely because estimated recharge in
the Mayfield Springs area substantially exceeds the amount of existing and
new water demands.
Potential Impacts to Water Levels in the Mountain Home GWMA
23. It is unlikely that new withdrawals for the Mayfield Springs Community will
have a significant impact on water levels or water rights within the
Mountain Home Gruund Water Managenierit Area (GWMA), for several
reasons:
a. New wells are not being proposed within the Mountain Home GWMA.
b. Current ground water levels within the GWMA in the Mayfield Springs
area are stable (or rising slightly).
o The primary recharge source in the Mayfield Springs area is seepage
from Indian Creek, tributaries to Indian Creek, and Indian Creek
Reservoir. which are outside of the GWMA
d Ground water flow is generally parallel to the northwest boundary of the
Mountain Home GWMA — new uses will likely not reduce underflow into
the Mountain Home GWMA.
24. The Mountain Home GWMA boundary appears to be based on the
drainage divide between the Indian Creek watershed and Sand Hollow,
which also is the boundary between administrative basins 61 and 63.
Ground water withdrawals in the Mayfield Springs area will not have a
hydrologic impact on this administrative GWMA boundary.
Ground Water Monitoring Recommendations
25. Water level monitoring should be conducted in the area prior to and
following the construction of new public water system wells. Monitoring
should occur on a periodic basis (e.g., quarterly initially, semi-annually
thereafter) for an extended period of time (e.g., 5 to 10 years) during and
following construction.
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349

Table of Contents
ExecutiveSummary ........... ............................................................................................. . .. u
Aquifer Characteristics ...................,............................................................................. ii
Aquifer Recharge and Discharge.................................................................................. ii
Depthto Water.................................. , , , ...................................................................
ExistingWell Yields.....................................................................................................
WaterLevels ...............................................................................................................
WaterQuality .............................................,...........,..................................................... iii
NewWell Construction ....................................................,.....,...,.... .............................
WaterAvailability............................................,.........................,...,......,.. iv
Potential Impacts to Existing Water Rights .................................................................. iv
Potential Impacts to Water Levels in the Mountain Home GWMA...........................•... iv
Ground Water Monitoring Recommendations.............................................................. iv
1. Introduction ....................................................................................................................... 1
1.1. Background........................................................................................................... 1
1.2. Purpose and Objectives ........................................................................................2
1.3. Water Demand ......................................................................................................3
2 Hydrologic Conditions in Vicinity of Mayfield Springs .................................. .....................5
2.1. General Geology ...................................................................................................
2.2. Drillers' Report Review..........................................................................................6
2.3. Reported Well Yields..................................................................................... ..... 10
2.4. Well Test.............................................................................................................10
2.5. Water Levels .......................................................................................................10
2.6. Ground Water Flow Direction ..............................................................................12
2.7. Recharge and Discharge.....................................................................................13
2.8. Water Quality.......................................................................................................13
2.9. Mountain Home Ground 'Water Management Area..............................................14
3. Water Rights................................................................,.,...........,....,............................... 16
4. Water Supply Assessment..............................................................................................20
4.1 Water Budget ... ..................................................................................................20
4.1 .1. Contributing Basin...............................................,.... ... .... ........ . .........20
4.1 .2. Precipitation..........................................................................................20
4.1 .3. Aquifer Inflows .......... ,,.. .....................................20
4.1.3.1 . Areal Infiltration....................................................................20
4.1.3.2. Surface Water Runoff..........................................................22
4.1.3.3. Indian Creek Reservoir........................................................23
4.1.3.4. Evapotranspiration...............................................................25
4.1.3.5. Stream Seepage..................................................................25
4.1 .4. Aquifer Outflows....................................................................................26
4 1 5. Water Budget Summary........................................................................26
4.2. Ground Water Availability for Appropriation . . .....................................................27
4.3. Potential Impact on Existing Water Rights...........................................................28
4.4. Potential Impacts on Mountain Home GWMA......................................................28
5. References......................................................................................................................31
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350

Appendices
Appendix A Drillers reports for wells within 3 miles of Mayfield Springs
Appendix B: Results of pump test of the Neil Helmick Well
Appendix C: Water levels (hydrographs) for wells near Mayfield Springs
Appendix D: Drillers' reports for additional wells used in determining ground water flow
directions
Appendix E: General water quality data
Appendix F: Water rights summary
List of Figures
Figure 1. Proposed Mayfield Springs Planned Community location map......... .................... 1
Figure 2. Proposed Mayfield Springs property with general proposed well sites............... . .2
Figure 3: Geology in the vicinity of Mayfield Springs. ......... ..................................................5
Figure 4. Wells with drillers' reports within 3 miles of Mayfield Springs.................................7
Figure 5: Static water levels recorded on drillers' reports for wells in the Mayfield Springs
area. ..............................................................................................................................9
Figure 6. Wells with water level measurements near Mayfield Springs.......... . . ............ 1 1
Figure 7. Ground water flow directions in Mayfield Springs area. ....................................... 12
Figure 8. Wells with water quality data near Mayfield Springs. . .. . . . . . . ................ 14
Figure 9: Mountain Home Ground Water Management Area boundary (with ground
water contours and general ground water flow directions — see also Figure 7). . . ...15
Figure 10: SRBA claims in the Mayfield Springs area. ............ . .......................... .... . . . . . 18
Figure 11: Water rights (based on statutory claims, licenses, and/or decrees) with points
of diversion within 0.5 miles of the proposed Mayfield Springs wells .......................... 19
Figure 12. Ground water capture area in the vicinity of Mayfield Springs. ..........................21
Figure 13. Annual precipitation rates in the Mayfield Springs area. ....................................22
Figure 14: Indian Creek Reservoir and vicinity. . . ...............................................................23
Figure 15: Approximate Indian Creek flows on March 13, 2006 __._ . __............... . ._ ..... _24
Figure 16: Hydrograph for Well 01 SO4E-1 ODAD1 (Well 9 in Figure 6)..... . .........................29
Figure 17: Hydrograph for Well 01SO4E-03ADB1 (Well 10 in Figure 6)...............................29
Figure 18: Hydrograph for Well 01 SO4E-30AAC 1 (Well 12 in Figure 6).... ..........................30
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1 , INTRODUCTION
1.1. Background
The Mayfield Springs Planned Community (Mayfield Springs) is proposed for a
location about 20 miles southeast of Boise in eastern Ada County (see Figure 1)
near the Boise Stage Stop. The proposed community will include approximately
2,000 homes and commercial and industrial facilities. Five general well sites have
been proposed for the Mayfield Springs property (Figure 2).
if
R\Boise-20 miles Danskin
Mountains
Ada County Elmore County
G r'
Indian Creek Reservoir
Proposed Mayfield Springs
Planned Community
o
P7iles
Figure 1 Proposed Mayfield Springs Planned Community location map.
SPF Water Engineering Page 1 3/20/2006
352

t � t
Indian Creek
Reservoir
28 Indian Creek
kL
01 N04E ,
r;r
Boise Stage Stop
•µ I
Legend
Proposed Wells
Mayfield Springs propeo,
F. Miles
Figure 2. Proposed Mayfield Springs property with general proposed well
sites.
The Mayfield Springs area lies in a high desert environment at an elevation of
approximately 3,400 feet, Indian Creek, which drains a higher-elevation basin to the
northeast of the property, bisects the property upstream of Indian Creek Reservoir.
Indian Creek Reservoir is about one mile west of the proposed community
1.2. Purpose and Objectives
The purpose of this assessment was to evaluate potential water availability in
aquifers underlying the Mayfield Springs site. Specific objectives of the assessment
included the following
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1. Review local geology based on existing reports and information
2. Obtain and review drillers' reports for local wells
3. Obtain and evaluate available water level data
4. Obtain and review available water quality data
5. Assess water availability based on general aquifer characteristics and
estimated aquifer recharge and discharge.
6. Evaluate potential impacts on existing water rights
7. Evaluate potential impacts to water levels in the Mountain Home Ground
Water Management Area (GWMA).
1.3. Water Demand
A new ground water-based public water system is proposed for the Mayfield Springs
Planned Community. Ground water for the water system will be drawn from up to
five wells located within the Mayfield Springs area.
The anticipated peak water demand for this development is 10.0 cfs (Table 1). This
amount includes 2.5 cfs for domestic use in 2,000 homes (based on IDEQ
requirements of 800 gallons per day per unit), 6.0 cfs for landscape irrigation of 300
acres (0.02 cfs per acre), 0.50 cfs for commercial uses, 0.5 cfs for industrial uses,
and 0.5 cfs for miscellaneous uses. Fire protection flows will be provided with
storage reservoirs.
The average annual ground water requirement for residential, commercial, industrial,
and miscellaneous purposes was estimated to be approximately 1,815 acre feet
(Table 1). This estimate includes an average annual demand of approximately 1,460
acre feet for residential domestic and irrigation uses and 350 acre feet for
commercial, industrial, and other miscellaneous uses. The residential average-use
estimates were based on the following assumptions:
1 Average daily demand of 250 gallons per residential unit for domestic
purposes. This estimate is likely high; the Surprise Valley subdivision in
southeast Boise uses approximately 225 gallons per residential unit per
day for domestic purposes.
2. Approximately 0.15 irrigated acres per home with an application rate of 4.5
feet of water per acre annually.
3, Wastewater is recovered and applied for irrigation. It was assumed that 80
percent of the total domestic consumption will be re-used.
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354

Category Per residential unit Total Residential Commercial,
Total
Industrial, and Misc.
(cfs) I (gpm) (afa) (cfs) (gpm) I (afa) (cfs) I (gpm) I (afa) (cfs) (gpm) (afa)
Peak water demand
Peak rate for
residential domestic 0.0012 0.56 2.5 1,111 2.5 11.1
uses
Peak demand for 0030 1 35 6 0 0��
residential irrigation 0. =' `` 6 0 2693
Peak demand for
commercial, 1 5 573 1 5 b73
industrial. and
miscellaneous uses
Peak water demand 8.6 3,804 1.5 673 10.0 4,477
cfs gpm cfs gpm cfs 9pr"
Average residential water demand
Daily demand for
domestic uses 0.0004 0.17 0 28 0.77 347 560 077 347 560
(annual average)
Demand for 1.9 837 1350
residential irrigation
Wastewater re-use
for residential
irrigation(assume (0.6) (278) (448)
80% of domestic
water)
Net annual
residential irrigation 1.2 559 902 1.2 559 902
demand
Average daily
commercial,
industrial, and 0.5 224 353 0.5 224 353
miscellaneous
demand
Total annual average water demand 2.0 906 1,462 0.5 224 353 2.5 ll,131 1,815
cfs gpm afa cfs gpm ara cfs gpm a;a
Assumptions: Number of residential units 2.000
Peak daily demand for residential domestic uses. 800 gallons
Average daily demand for residential domestic uses: 250 gallons
Average irrigated area per unit 0.15 acres
Wastewater re-use rate 80 percent
Tulal iniyated area. 300 acres
Residential irrigation per season: 4.5 acre-feet/acre
Table 1 : Estimated water demand for Mayfietd Springs Planned Community.
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2. HYDROLOGIC CONDITIONS IN VICINITY OF MAYFIELD SPRINGS
2.1. General Geology
Surficial geology (Figure 3) in the vicinity of Mayfield Springs area consists of
Cretaceous-age granitic rocks (primarily granodiorite) associated with the Idaho
batholith (Kii), Middle Pleistocene-age basalt (Qpmb), Pleistocene-age
unconsolidated alluvium (Qpg), Pleistocene-age alluvium (Qpa), and Quaternary
alluvium (Qa) (Bond and Wood, 1978). Sediments in this area appear to be mostly
alluvial fan sediments that are interfingered with basalt flows from the Kuna-Mountain
Home basalt field (Wood, 1996)
Q p9
Qp?g
Qpmb
Kii
Tpd
Qpa
Opg Pleistocene outwash,fangiamerate.flood and terrace gravels
Opmb Middle Pleistocene plateau and canyon-filling basalt
in and near Snake Plain
spa Pleistocene waterlaid detritus
Oa Quaternary alluvium
Kii Cretaceous plutons-intermediate
Tpd Pliocene stream and lake deposits
Figure 3: Geology in the vicinity of Mayfield Springs.
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Normal faulting has been inferred along the base of the foothills in the Mayfield area
(Wood, 1996) based on offsets observed in sedimentary section. Wood notes that
the youngest depositional and volcanic units do not appear to be faulted.
2.2. Drillers' Report Review
A search for drillers' reports for the Mayfield Springs area wells was conducted using
the Idaho Department of Water Resources' (IDWR) online well construction
database. The search area consisted of a 3-mile radius around the Mayfield Springs
property
The IDWR well construction database contained drillers' reports for 37 wells in this
area (Figure 4 and Table 2). Copies of drillers' reports for these wells are provided in
Appendix A. Of the 37 wells, 27 wells are used for domestic purposes, five are used
for irrigation, and two are used for commercial purposes. One driller's report lists an
industrial use, one lists a stockwater use, and one well is for cathodic protection.
The depths of these wells range from 66 to 811 feet. Well depths fall into two
general categories (Figure 5, page 9): shallow wells with depths ranging from 66 to
260 feet and deeper wells ranging from 390 to 811 feet. Wells located in the vicinity
of Indian Creek are generally shallower that those that are located further away.
Wells in the Indian Creek area (wells 2-13 in Figure 4) and wells to the south and
southeast of the Mayfield Springs property (wells 22-30 and 32) penetrated brown
and blue clay with interbedded sand, silt, and occasional gravel layers. Several
drillers' reports note a transition from brown to white and/or blue clay at depths of
approximately 460 to 600 feet. Coarse-grained sediments (e.g., sand or gravel), if
saturated, were listed as water-producing zones.
Wells 14-17 and 18-21, located west of the Mayfield Springs property, encountered
basalt and cinders from as shallow as 45 feet to as deep as about 100 feet. Several
of these wells extend through the volcanic materials to clay, sand, or gravel
sediments. Water-producing zones were noted in cinder zones within the basalt
and/or coarse-grained sediments underlying the volcanics.
Further to the southeast, drillers' reports for wells 31, 33: 34, and 38 encountered
basalt and volcanic materials at depths from about 250 to over 675 feet. Water-
bearing zones in these wells were noted at various depths in or interbedded with
volcanic layers. The driller's report for Well 37 (the southernmost well in Figure 4)
recorded only sedimentary materials. with several thin water-bearing zones between
350 and 545 feet.
Two wells located to the southwest of the Mayfield Springs area (wells 35 and 36)
encountered basalt and cinders at depths from approximately 75 to 300 feet. No
water-producing zones are noted in the 500-foot deep Well 35: several water-
producing zones are noted in sand layers between 570 and 695 feet in Well 36.
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357

Indian Creek j
01NO3E 3 01N05E
— 7 4
8 5-6
c. 10-11 9
13 12
-
14-20 23 24
22
32 28 26-27
25
33-34 30 31 29
35 - 38
36'
01S03E 37 01S05E
2
` Miles tN
Figure 4 Wells with drillers' reports within 3 miles of Mayfield Springs.
Well 39 (the Owings Well) was drilled to a depth of approximately 1,200 feet in the
SW quarter of Section 24. A driller's report is unavailable, but a cuttings log
(described by BSU geology student Jim Braendle in 1980) is provided in Appendix A.
The inferred normal faulting in this area (Wood, 1996) is based on the depth of
sediments observed in the Owings Well, which is within 2 miles of the granite-basin
contact. A water temperature of 1 10OF was noted at the bottom of the Owings well.
SPF Water Engineering, LLC Page 7 03/20/06
358

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Figure 5: Static water levels recorded on drillers' reports for wells in the
Mayfield Springs area.
Most of the shallower existing wells (e.g., less than 300 feet) are within about one mile of
Indian Creek or Indian Creek Reservoir. All of the wells further than about one mile from
Indian Creek are at least 400 feet in depth (the deepest well extends 811 feet below
ground surface).
Initial static water levels recorded on the drillers' reports range from 6 to 636 feet below
ground surface. For obvious reasons, static water levels generally correspond with well
depth (Figure 5) All wells with static water levels less than 200 feet are located within
approximately one mile of Indian Creek or Indian Creek Reservoir
According to IDWR records. there are currently four wells located on the Mayfield
Springs property (wells 10, 11. 12, and 23). These wells have depths ranging from 85 to
763 feet. Static water levels range from 160 to 481 feet below ground surface. Only one
of these wells was tested at the time of completion (Well 23, which is 569 feet deep);
and this well produced 17 gpm. The 763-foot Helmick Well (well 10 on Figure 4) was
subsequently tested at higher rates (see Section 2.4)
Perched water was encountered to the west of Mayfield Springs at shallow depths (30 to
65 feet) in gravel or volcanics (e.g., cinder zones) To the northeast of Mayfield Springs
along the Danskin Mountain foothills, water was encountered at depths ranging from 18
to 475 feet in clay and sand or sand and gravel. Indian Creek appears to have a strong
influence on the presence of ground water in the vicinity of the creek. Southeast of the
proposed development, water-bearing zones were encountered at depths ranging
between 118 and 619 feet in sand and gravel, clay and sand, or occasionally cinders.
SPF Water Engineering Page 9 3/20/2006
360

2.3. Reported Well Yields
Well yields recorded on the drillers' reports, which generally are based on short duration
airlift pumping, ranged from 2 to 200 gallons per minute (gpm), although most wells
produced less then 50 gpm. Four of the 6 wells rated at more than 50 gpm were less
than 260 feet deep; the remaining two wells producing 50 gpm or more were less than
500 feet deep. The production rate in some of the deeper wells may have been limited
by the pumping method (airlift). All of the wells listing an initial yield greater than 50 feet
are located within approximately one mile of Indian Creek or Indian Creek Reservoir.
2.4. Well Test
A 7-hour well test was conducted in the 763-foot deep Neil Helmick Well on May 20,
1999 (this well is listed as the Ken Agenbroad Well in the drillers report and is shown as
well 10 on Figure 4). The results of this well test are included as Appendix B. The well
was pumped at 550 gpm for 6 hours, resulting in 73 feet of drawdown. An additional
hour of pumping at 795 gpm resulted in a total drawdown of 92 feet. The well test data
yielded an aquifer transmissivity estimate of approximately 7,300 gpd/ft, indicating
moderate aquifer productivity. The conclusion frorn this well test was that wells of
moderate productivity (400 to 800 gpm) could likely be developed in this area.
2.5. Water Levels
The IDWR "Well—Log" database has water level data for 18 wells within 10 miles of
Mayfield Springs. One of these wells is located on the Mayfield Springs property.
Hydrographs for the 18 wells are provided in Appendix C.
Figure 6 provides a summary of local water level trends. Wells that include water level
data collected in the last 5 years are labeled as "recent" and are indicated with a "A` in
Figure 6. Wells for which all water level data are at least 5 years old are labeled as 'old"
and are indicated with a "O' in Figure 6. Water level trends were characterized (Figure
6) as increasing; decreasing, stable, or "unknown" (in which there were too few data
points to describe a water level trend). Water levels were defined as increasing if
measurements increased by at least 10 feet during the last 10 years of the sampling
record (based on at least three measurements). Water levels are defined as decreasing
if at least three measurements resulted in a decrease of at least 10 feet. Water levels
were defined as stable if water level changes during the last 10 years of the sampling
record were less than 10 feet.
With these criteria, seven wells with older measurement data had stable water levels,
one well experienced decreasing water levels, one well had increasing water levels, and
one well was classified as unknown (i.e., there were insufficient water level data to
determine a water level trend). Of the recently monitored wells, five had stable water
levels, one well experienced decreasing water levels, and one well had insufficient data
for determining a trend. In total 12 of the 17 wells had stable water levels, two wells had
SPF Water Engineering, LLC Page 10 3/20/2006
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decreasing water levels, one well had increasing water levels, and three of the
hydrographs could not be classified.
s
yl
14
17
16
13 ig
2 7
3
- 1
4
5 8
6 �
10
A 1
Legend 11
Water Level Wells
• OLD.DECREASE 1 2
• OLD.INCREASE
OLD.STABLE 1 S
OLD.UNKNOWN -
- RECENT.DECREASE
RECENT.STABLE
RECENT.UNKNOWN
-- - 0 1 2 3
�.. Miles
(See text for explanation)
Figure 6. Wells with water level measurements near Mayfield Springs.
Based on these observations, there have been no widespread ground water level
declines Mayfield Springs area over the last 30 years. In most of these wells, water
levels have remained steady over the data period, with some short-interval variations
associated with seasonal ground water usage. At two of the wells with the longest
sampling record (wells 9 and 12 on Figure 6), water levels have increased over time, but
that increase has been less than 10 feet. There are two wells (wells 6 and 18) where
water levels declined by more than 10 feet, but these local declines do not appear to be
representative of general ground water conditions in the area.
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2.6. Ground Water Flow Direction
Because of the paucity of wells in this area, ground water contours (Figure 7) in the
Mayfield Springs area were drawn using water levels from two sources: (1) selected data
from recently-measured IDWR monitoring wells and (2) initial static water levels listed on
drillers' reports. Measurement points used for contours are highlighted in the Appendix
C hydrographs. Wells for which static water levels from drillers' reports were used are
indicated in Figure 7, drillers' reports for these wells are provided in Appendix D.
Ground surface elevations are taken at the centroid of the quarter-quarter in which the
well is located (unless more precise location data were available). Potential errors in
these contours may include incorrect well locations, incorrect ground surface elevations,
and/or incorrect measurements.
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35'sG
2� 4 3236
�Q Q 306 t 55
s3 9 `
�651
6E0 O
Explanation
Ground Water Contours
Cuiituui Welly(wate(level elevations in feet)
110. Drillers'Report Wells with Log ID
Hydrograph Wells mth Hydrograph ID 6 t I
Figure 7. Ground water flow directions in Mayfield Springs area
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In general, ground water flows from high elevation to lower elevation (northeast to
southwest). This general ground water flow direction is consistent with conclusions
based on USGS measurements in 1980 (Newton, 1991).
2.7. Recharge and Discharge
Recharge to aquifers in the Mayfield Springs area occurs as (1) seepage from surface
channels (primarily Indian Creek, tributaries to Indian Creek, and Indian Creek
Reservoir), (2) infiltration from precipitation in the immediate Mayfield Springs area, and
(3) underflow from the Danskin Mountains northeast of the site. Seepage from surface
channels recharges shallow aquifers; shallow aquifers leak to lower, deeper aquifers.
Underflow from northeast of the Mayfield Springs area originates as infiltration in
highland areas; surface runoff from these highlands is the primary source of water for
Indian Creek.
There is very little (if any) natural ground water discharge to Indian Creek in the Mayfield
Springs area because regional aquifer water levels (especially in deeper zones) are far
below the creek elevation. The ultimate discharge point for aquifers in the Mayfield
Springs area is the Snake River. The primary local aquifer discharge is to existing wells
in this area.
2.8. Water Quality
There are seven wells within five miles of Mayfield Springs that have been monitored for
water quality since 1991 (Figure 8). Sampling results for selected analytes are included
in Appendix E Other than the presence of coliform bacteria in isolated wells (which
generally indicates site-specific contamination and is not indicative of regional ground
water quality) water quality from these monitoring wells appears to be very good.
The average concentration of arsenic at these monitoring wells was generally around 2
pg/l, below the Maximum Concentration Limit (MCL) of 10 pg/I. One water sample taken
from station 01 N 04E 23DDC1 in 1991 had an arsenic concentration of 9.0 µg/l, very
close to the MCL. The maximum fluoride concentration in these wells was less than 1.0
mg/1 (the MCL for fluoride is 4.0 mg/1) The maximum concentration of nitrate at these
stations was 4.6 mg/I, below the MCL of 10.0 mg/I. The maximum gross alpha
concentration was less than 3.0 pCi/I, well below the MCL of 15.0 pCi/I. The secondary
standards for iron, manganese, and total dissolved solids were not exceeded at any of
these wells.
Total dissolved solids concentrations (TDS) were available for four wells, with values
ranging from 134 to 182 mg/L. In the lower Boise River Basin TDS values less than
about 200 mg/L are typically associated with infiltration from drainages in granitic areas
(Petrich and Urban, 2004); ground water with low TDS values has generally experienced
little chemical interaction with aquifer minerals.
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01 N 03E 11 DD51
01N 04E 14DDAD1
01 N 04E 23DDC1
01 N 04E 27CBDi
01N 04E 32AAB1
01S 04E 17CCC2 01S 04E 23BBB1
0 0.75 1.5 2.25
Miles �'Ir�
Figure 8. Wells with water quality data near Mayfield Springs.
Water from the Neil Helmick Well (i.e., Ken Agenbroad Well or well 10 on Figure 4) was
analyzed in 1999. Results are presented in Appendix B. Water quality in samples from
this well was excellent, with no parameters exceeding primary or secondary water
quality standards.
2.9. Mountain Home Ground Water Management Area
The Mayfield Springs property is located at the northwestern edge of the Mountain
Home GWMA. The Mountain Home GWMA was designated on November 9, 1982
because of declining ground water levels. A GWMA is designated by the IDWR when a
ground water basin may be approaching the point of having insufficient ground water
supplies for existing users. New ground water applications may be approved by the
Director only after it is determined that sufficient ground water supply is available and the
new appropriation will not negatively impact other senior water rights
The Mayfield Springs area is also located about 5 miles northwest of the Cinder Cone
Butte Critical Ground Water Area (CGWA). The Cinder Cone Butte CGWA was
designated on May 7, 1981 because of declining ground water levels (Harrington and
Bendixsen, 1999). A CGWA is designated by the IDWR when evidence suggests
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insufficient ground water supplies for users at current or projected rates of withdrawal.
The IDWR Director can deny new ground water applications if the proposed point of
diversion lies within a CGWA.
Ground water level contours (Section 2.6) indicate a ground water flow direction that is
roughly parallel to the Ground Water Management Area Boundary. Four of the 5 wells
within the Mountain Home GWMA near the Mayfield Springs property have either stable
or rising ground water levels (Appendix C). There are too few data points for a
meaningful hydrograph in the fifth well (Well # 11).
eekl.
G,
® o
O ?'
Cinder Cone Bgrtt
Critical Graun
Water Area
Mountain Horne
Ground Water -�
Management Are
Figure 9 Mountain Home Ground Water Management Area boundary (with
ground water contours and general ground water flow directions —
see also Figure 7).
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3. WATER RIGHTS
A preliminary water rights search was conducted in the vicinity of the Mayfield Springs
property. The purpose of the search was to identify ground water rights with points of
diversion in the immediate vicinity of proposed Mayfield Springs wells. Water rights
were identified based on a (1) map search using IDWR spatial data (current as of
February 28, 2006) and (2) text-based search using the IDWR online water rights
database.
A summary of water rights with points of diversion within or near 0.5 miles of the
proposed Mayfield Springs wells is provided in Table 3. Points of diversion for Snake
River Basin Adjudication (SRBA) claims within or near 0.5 miles of proposed new wells
are shown in Figure 10 (page 18). Not all existing rights were claimed in the SRBA;
water rights based on statutory claims, decrees, and/or licenses having points of
diversion within or near 0.5 miles of the proposed Mayfield Springs wells are shown in
Figure 11. A list of Snake River Basin Adjudication (SRBA) claims, active permits,
SRBA recommendations. and statutory claims, decrees. and/or licenses in the vicinity of
the Mayfield Springs development is provided in Appendix F. Of these, water rights 63-
8051 and 63-3070 have places of use within the Mayfield G-prings community.
One of these rights (61-2328 in Figure 11 , page 19) appears to have the incorrect point
of diversion location listed in the IDWR database. The Elmore County location and the
basin number (61) do not correspond with the point of diversion location (NESE of
Section 21 in T1 N R4E). This right is likely not within 0.5 miles of proposed Mayfield
Springs pumping wells.
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Location No. Basis Priority Date Div. Rate Source(cfs) List Water Uses Owner
Applications
TIN R4E GROUND INTERMOUNTAIN
28, 29, 63-32225 9i16,2005 10 WATER MUNICIPAL SEWER 3 WATER CORP
32NE,33 (Current)
SRBA Claims
TIN R4E GROUND DOMESTIC, AGENBROAD,CARL S
28 63-3070 License 12/13/1955 0.02 WATER IRRIGATION, (Current);AGENBROAD,
STOCKWAI ER JUDITH A(Current)
i IN R4E GROUND FRENCH,ROBERT L
29, 32NE 63 7571 License 3121/1972 0.09 WATER COMMERCIAI (( urrent)
TIN 1 63-8051 License 10/17/1974 2.44 GROUND IRRIGATION GABLE A RANCH
27SW, 28 WATER (Current)
TIN R4E Beneficial GROUND DOMESTIC, AGENBROAD,CARL S
273W 63-21088 Ubc 1/1/1949 0.14 WATER IRRIGATION, (Current):AGENBROAD.
STOCKWATER JUDITH A(Current)
SRBA Recommendations
TIN R4E GROUND FRENCH. ROBERT L
29.32NE 63-7571 License 3 21i1972 0.09 WATER CGtv1MFRCIAL (Current)
TIN R4E 63-8051 Lcerise 10/17/1974 244 GROUND IRRIGATION GABLE A RANCH
27SW,28 WATER (Current)
StatutoryClaims, Decrees, and/or Licenses
TIN R4E UNNAMED STOCKWATER UNITED STATES OF
21SE 61-2328 Licensc 9/22/1958 STREAM STORAGE AMERICAACTING
THROUGH (Current)
TIN R4E GROUND ARNOLD. MAMIE L
34NW 61-10432 Decreed 5/20/1977 0.04 WATER DOMESTIC (Current)
TIN R4E 61-10433 Decreed 10/1011985 0,04 GROUND DOMESTIC WALKER,LELA S
34NW WATER (Current)
TIN R4E GROUND DOMESTIC. BRUBAKER,CARL
34NWNE 61-10525 Decreed 4/29/1980 006 WATER STOCKWATFR (Curreni);BRUBAKER,
NANNE I I E W (Current)
TIN R4F GROUND DOMESTIC, HANSEN.JESS T
28 63 3070 License 12/13/1955 002 WATER IRRIGATION, (Current)
STOCKWATER
TIN, R41F SHEEP FROM UNITED STATES OF
21SE 53-3662 Uecreed 6/5/1953 CREEK STORAGE, AMERICA ACTING
STOCKWATER THROUGH(Current)
T1N R4E GROUND PECON SHOPPE OF
32NE 63-7571 License 3/21/1972 0 09 WATER COMMERCIAL BOISE(Current);
STUCKEYS(Current)
T 1N R4E 63-8051 License 10/17/1974 2 44 GROUND IRRIGATION GABLE A RANGE I
27SW.28 WATER (Current)
COMMERCIAL,
TIN R4E GROUND DOMESTIC, FRENCH, ROBERT I
63 10372 License 7/28/1986 C 2 FIRE
29, 32NE WATER PROTECTION, (Current)
IRRIGATION
TIN R4E GROUND DOMESTIC, MILLER, PAMELA K
34NWNE 61-10110 Decreed 4/29/1980 0.06 WATER STOCKWATER (Current):MILLER,
RONALD L(Current)
Table 3: Water rights within 0.5 miles of proposed purnping wells
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r
i
r
M 03-3070 63-8051
63-21088
63-7571 1
63-7571 - - y
i
Legend
Propoeea weus
=05-m1eS e.h/yea
Claimed POD p
c—MAW.. 10 0.1 0.2 0.3 0.4 0.5 ri{I+I
Miles
Figure 10 SRBA claims in the Mayfield Springs area.
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G3 29542 63-3662
61-2"R
r
f
63-29542 i
f
63-11382
63-3070 63-8051
63-10372
63-10372
6310372 61-1043261-10433 61-10110
- 61-10525
61-10110
i
Legend
Proposed Wells
0.5•mae Search Area
8htutoay Claim,Decree,and License POD
Groundwater rights
Surface water rights
1
Figures 11 - Water rights (based on statutory claims, licenses, and/or decrees)
with points of diversion within 0.5 miles of the proposed Mayfield
Springs wells.
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4. WATER SUPPLY ASSESSMENT
4.1. Water Budget
A general basin water budget was prepared to estimate recharge rates to aquifers in the
Mayfield Springs area. Surface water budget components included precipitation and
losses to areal infiltration, surface water runoff, evapotranspiration, and seepage from
surface channels Aquifer recharge components included areal infiltration and stream
seepage Aquifer discharge was estimated based on assumed well withdrawals. These
water budget components are described in the following sections and summarized in
Section 4.1.5.
4.1.1. Contributing Basin
The upper Indian Creek watershed area, which defines surface-water flow in and
upgradient of the Mayfield Springs property, is shown in Figure 12 However, this
surface water drainage does not necessarily define subsurface flow divides Aquifers in
the Mayfield Springs area extend beyond, and can be influenced by, recharge and
discharge from areas beyond the upper Indian Creek watershed area. For this analysis
It was assumed that the contributing basin for aquifers in the Mayfield Springs area; and
the area of well withdrawals near the Mayfield Springs property, is the (1) area within
approximately 3 miles of the Mayfield Springs property and (2) basins upgradient to this
3-mile area (Figure 12). Surface and ground water tributary to this radial area originates
primarily from the upper Indian Creek watershed. This assumed water budget area
covers approximately 49,000 acres.
4.1.2. Precipitation
Average annual precipitation estimates, based on data obtained from the IDWR, range
from approximately 12 to 14 inches per year in lower elevations of the water budget
area. The highest elevations receive 24 to 28 inches of precipitation in an average year
(see Figure 13, page 22). The average precipitation volume over the water budget area
is approximately 72,165 acre feet. This estimate is based on an average of 13 inches
per year over 9,709 acres 15 inches per year over 11,377 acres, 17 inches per year
over 7,505 acres, 19 inches per year over 5,459 acres, 22 inches per year over 14.816
acres, and 26 inches per year over 456 acres.
4.1.3. Aquifer Inflows
4.1 .3.1. Areal Infiltration
Only a small portion of precipitation infiltrates through the soil; the remainder is lost to
evaporation, transpiration by plants, or is collected as surface runoff. Estimates of areal
infiltration rates might range from about 2 to 8 percent. An average infiltration rate of 5
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percent of precipitation was assumed for this analysis. Factors supporting this
assumption include (1) abundant sandy areas and/or fractured basalt in low-lying areas,
(2) the presence of decomposed granitic soils, granitic fractures, and alluvial sediments
in upland areas and (3) higher rates of precipitation during months of lowest
evapotranspiration (i.e., winter). The estimated average areal infiltration, based on the
assumption that 5 percent of precipitation becomes deep infiltration, is about 3,600 acre
feet.
Indian Creek watershed area
Assumed
capture
T
area
r;
3-mile Radius
Gleek
me _
ca�
� ountain Home Ground Water
Management Area
rr
` .0, Ci e o tt
n ro n
a a
Figure 12_ Ground water capture area in the vicinity of Mayfield Springs_
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1 °
2428 inches per year
�456 acres
�„uj p9
r 20-24 inches per year '
i "•� �,, � 14.$16 acres
`
1
/l '8 20 in
S ches'per,year
l`�FfRS I J-`5,'459"acres
Ftd-f'j ,.;—4-
16-18inchespecyear
le
14-16 nches per year
� 11.377 acres J' c _
N F 1n
eQ
12-14 Inches;er yeai
•` ti
t
Uc'aCf25 �,.. i1
•� AA.
`• Cate 1 `•./ �; `�
char r /
\� •`� �•�.l Miles �rNN
Figure 13. Annual precipitation rates in the Mayfield Springs area.
4.1 .3.2. Surface Water Runoff
The primary surface water drainage in the area is Indian Creek, which channels water
into Indian Creek Reservoir. Two flow measurements were made by the USGS in Indian
Creek approximately 2,000 feet northeast of Mayfield (Section 17. T1N, R5E — Site
13211100). Flow rates of 0.6 cfs 1.66 cfs were measured on February 2, 1954 and June
26, 1954, respectively. The actual flow in Indian Creek is variable. Channel morphology
suggests possible flood flows 100 cfs or greater.
Approximately 8-10 cfs was observed flowing in Indian Creek at the Mayfield Bridge
(Figure 15, page 24) during a reconnaissance visit on March 13, 2006. The Indian
Creek channel downstream of the Mayfield Springs property was dry. All of the water
entering the Indian Creek Valley at Mayfield had seeped into the subsurface before
reaching the Indian Creek Reservoir.
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Anecdotal information suggests that this is a common pattern. Neil Helmick (a local
resident) suggests that flow from Indian Creek into the Indian Creek Reservoir is rare.
The Indian Creek channel has generally not carried water through the Mayfield Springs
property in the last 10 years. Mr. Helmick indicates that a large portion Indian Creek
Reservoir water comes from Sheep and Caldwell Creeks.
UnnamedIntermittent
treams Sheep
Creek
Cald
Creek
84
Indian Creek
Reservoir
- i
_ OMdes JINN
Figure 14: Indian Creek Reservoir and vicinity.
4.1.3.3. Indian Creek Reservoir
Indian Creek flows (primarily during high-water events) into Indian Creek Reservoir.
Other sources of flow into the Indian Creek Reservoir include Sheep and Caldwell
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Creeks and several unnamed streams (Figure 14). Discharge from Indian Creek
Reservoir is to the lower Boise River.
Mayfield Bridge
8-10 cfs
Slater Creek
0.1 cfs
3-5 cfs •
1 cfs
• 0 cfs
y.
. • �
Figure 15: Approximate Indian Creek flows on March 13, 2006.
The Idaho Department of Fish and Game has water right claims (63-4679 and 63-4338)
pending for the use of water in Indian Creek for wildlife storage, recreation storage, and
fish propagation. The claims lists a diversion rate of 100 cfs and volume limit of 3.000
acre-feet. The IDWR dam safety database lists the storage volume of Indian Creek
Reservoir as 2,035 acre feet. However, there is insufficient water to fill the reservoir in
many years.
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Based on general observations and anecdotal information, it was assumed that there
was zero discharge from Indian Creek Reservoir during normal years. Thus, it was
assumed that any water entering Indian Creek Reservoir is lost to evaporation or
infiltrates into the subsurface The reservoir, based on the image in Figure 14, is
approximately 41 acres in size. This size varies according to season. Assuming an
annual evaporation loss of 3 5 feet per acre and an average 80-acre reservoir/riparian
area size, the total evaporative losses in an average year from the reservoir area might
be approximately 280 acre feet.
4.1 .3 4 Evapotranspiration
A preliminary 2002 SEBAL' estimate for seasonal rangeland evapotranspiration in the
lower Boise River basin was 9.5 inches (Morse et al.. 2003) Assuming that this rough
approximation applies to the Indian Creek watershed, the annual volume of
evapotranspiration could be approximately 30,000 acre feet.
4.1 .3.5. Stream Seepage
The areal infiltration. evapotranspiration. and Indian Creek Reservoir evaporation
estimates (approximately 3,600 acre feet, 39,000, and 280 acre feet, respectively)
account for only a portion of the estimated average precipitation (72,000 acre feet). This
leaves a difference of approximately 29.000 acre feet. A substantial portion of this water
seeps into the subsurface from the Indian Creek channel, tributary channels. and from
Indian Creek Reservoir. Evidence for substantial seepage includes observed channel
losses, the presence of shallow coarse-grained alluvial sediments (which enable
seepage to the subsurface), substantial wetland and riparian areas in the Mayfield area,
shallow (likely perched) aquifers in the vicinity of Indian Creek, and low TDS values
reflecting infiltration of surface runoff from a granitic area.
All of the water in upper Indian Creek on March 13, 2006 was lost to the subsurface by
the time the channel exited the Mayfield Springs property. The observed flow on this
day (8-10 cfs) was likely less than typical for March because of cool basin temperatures.
A typical spring flow in Indian Creek at Mayfield could be higher than 10 cfs, especially in
good water years. An average flow of 20 cfs (combined Indian Creek flow and shallow
subsurface flow into the Mayfield area) over a 3-month period would result in an aquifer
gain of approximately 3.600 acre feet (assuming that all of this water is lost to channel
seepage). In addition, temporary higher flows would also contribute to seepage losses
from either the channel or Indian Creek Reservoir. A temporary, 3-day flow of 100 cfs
(resulting from a possible rain-on-snow event during the winter) could result in a
seepage loss of about 600 acre feet.
These combined seepage losses (4,200 acre feet) are substantially less than the 29,000
acre feet difference between precipitation and other estimated surface water losses.
Reasons for the discrepancy could include (1) lower than estimated precipitation, (2)
"Surface Energy Balance Algorithm for Land"
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higher than estimated evapotranspiration, (3) higher than estimated areal infiltration
rates, (4) higher than estimated stream seepage rates, or (5) surface irrigation.
A text-based search of the IDWR water rights database for water rights in sections 18,
19, 23, 24. 27, and 28 revealed one decreed surface-water irrigation right (63-2143)
listing diversions from Big Draw Greek , Dry Hollow Creek , Indian Creek . Slater Creek
for the irrigation of 53 acres. All other irrigation water rights list ground water sources.
Diversions under water right 63-2143 would not cause the discrepancy in water budget
estimates listed above.
In summary, seepage from Indian Creek and Indian Creek Reservoir are likely higher
than the 4,200 acre feet listed above but less than the 29,000 acre-foot difference
between precipitation and other estimated losses.
4.1.4. Aquifer Outflows
Most of the subsurface flow from aquifers in this area is (1) withdrawals by wells and (2)
underflow to toward the Snake River There are 73 wells listed in the IDWR well
construction database as located within the basin boundary (as defined in Figure 12). Of
these 73 wells, 57 are for domestic uses, four are for irrigation, two are for industrial
(Boise Stage Stop), two are for cathodic protection. four are for commercial purposes,
one is for stockwater, one is a test well, and two have unknown uses. The amount of
land irrigated by ground water in this basin appears to be small: likely less than 150
acres. Assuming 150 acres of irrigation (at 4.5 acre feet per year per acre for delivery
and consumptive purposes) domestic use for 57 homes (at 0 3 acre feet per year per
household), commercial/industrial from six wells (at 1.0 acre feet per year per well), and
stockwater use for 100 cattle (1.4 acre feet per year), the annual average consumption
of ground water might be approximately 700 acre feet per year. This is likely a high
estimate of total withdrawals because an irrigation application rate of 4.5 feet per acre
implies some inefficiency which would result in returns (recharge) to the shallow
subsurface.
4.1.5. Water Budget Summary
A summa,y of estimated basin and aquifer inflows and outflows is provided in Table 4.
Based on the estimates described above, there is likely a total recharge rate ranging
from about 8,600 to 32,600 acre feet available from aquifers in the Mayfield Springs area
in an average year.
A 3-mile area had been assumed for estimating areal recharge. This radius is likely
greater than the actual zone influenced by proposed pumping However, the areal
assumption used for estimating water budget components is likely of small consequence
because most recharge to local aquifers appears to occur not from areal infiltration in the
3-mile radial area but from seepage from Indian Creek, tributaries to Indian Creek, and
Indian Creek Reservoir.
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Surface Current
Outflow ground
Component Inflow to from Estimated Aquifer water Available for
Basin (afa) Recharge (afa) Appropriation (afa)
Surface diversions
Basin (afa) (afa)
Precipitation 72,000
Estimated areal -3,600 3600
infiltration
Evapotranpiration -39,000
Reservoir evaporation
(based on water 280
rights63-4338 and 63-
4679)
Surface discharge from 0
Indian Creek Reservoir
Maximum surface 29 120
channelseepa e
Likely infiltration from
surface channels and 5,000 to 29.000
Indian Creek Reservoir
Discharge to wells -700
Total 72000 -72,000 8.600 to 32,600 -700 7,900 to 31,900
Table 4: Water budget summary
4.2. Ground Water Availability for Appropriation
The amount of water required for domestic and commercial/industrial uses at Mayfield
Springs was estimated to be approximately 1,815 acre feet per year (see Section 1.3).
The total amount of water available for appropriation from aquifers in the Mayfield
Springs area likely ranges from approximately 7,900 acre feet to 31,900 acre feet per
year (Table 4). This quantity exceeds the combined existing and proposed withdrawals.
A second indication of ground water availability is that of local ground water levels. Most
water levels in this area are steady or rising slightly (see Section 2.5 and Appendix C)
Stable water levels suggest that water is available for appropriation
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4.3. Potential Impact on Existing Water Rights
Little or no impact on existing water rights and water users are anticipated as a result of
proposed new diversions for the Mayfield Springs Planned Community. The preceding
water budget analysis suggests that there is an ample water supply for existing and
proposed uses
4.4. Potential Impacts on Mountain Home GWMA
The Mountain Home GWMA boundary crosses a portion of the Mayfield Springs
property in Section 33 of T1 N R4E. The boundary appears to be based on a local
surface water divide in this area. Based on hydrographs for three wells. ground water
levels within the Mountain Home GWMA near the Mayfield Springs property have been
stable or rising since the 1960s (see Section 2.5, Figure 6, Figure 16 through Figure 18,
and Appendix C). Ground water level declines seen in other parts of the GWMA or in
the Cinder Cone Butte Critical Groundwater Area are not apparent in these wells. Stable
(or rising) ground water levels in the Mayfield Springs area suggest the availability of
water for appropriation.
New ground water pumping in the Mayfield Springs area may cause a local depression
in ground water levels. Some depression is required for water to move toward new
pumping wells. This pumping will not affect the GWMA boundary because the boundary
is based on surface topography.
However, it is unlikely that new pumping in the Mayfield Springs will substantially impact
ground water conditions in the Mountain Home GWMA. The water budget for the
Mayfield Springs area suggests that there is ample water available for the new proposed
uses (Section 4 1 5) It is unlikely that withdrawals in the Mayfield Springs will draw a
significant amount water from the Mountain Home GWMA.
The predominant ground water flow direction in the Mayfield Springs area is to the
southwest (Figure 7) General ground water flow in the Mayfield Springs area is parallel
to the northwestern Mountain Home GWMA boundary — new uses will not reduce
underflow into the Mountain Home GWMA.
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Well 9(01 SO4E-10nAn 1)Water Levels
3000
2985 Ground surface: 3300 ft Well depth: 525 ft
Open interval:496-525 ft
c 2970 -
a)
w
m 2956
iu
2940
2925
1945 1955 1965 1975 1985 1995 2005
Date
Figure 16: Hydrograph for Well 01 SO4E-10DAD1 (Well 9 in Figure 6).
Well 10 (01SO4E-03ADB1)Water Levels
2950
2935
0 2920 �4¢
a�
w
2905
m
Ground surface: 3375 ft
2890 Well depth: 530 ft
Open interval: NA
2875
1945 1955 1965 1975 1985 1995 2005
Date
Figure 17: Hydrograph for Well 01SO4E-03ADB1 (Well 10 in Figure 6).
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380

Well 12 (01SO4E-30AAC1)Water Levels
2700
2685
0 2670
cc
co
m
w
2655
m
Ground surface: 3150 ft
2640 Well depth: 750 ft
Open interval: 550-750 ft
2625
1945 1955 1965 1975 1985 1995 2005
Date
Figure 18: Hydrograph for Well 01 SO4E-30AAC1 (Well 12 in Figure 6).
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5. REFERENCES
Bond, J.G. and Wood, C.H., 1978. Geologic map of Idaho Idaho Department of Lands,
Bureau of Mines and Geology, 1:500,000 scale.
Harrington, H and Bendixsen, S., 1999. Ground Water Management Areas in Idaho -
Overview as of 1998, Idaho Department of Water Resources. Boise, ID.
Morse, A.. Allen, R.G., Tasumi, M., Kramber, W.J. and Trezza, R., 2003. Application of
SEBAL Methodology for Estimating Evapotranspiration and consumptive Use of
Water Through Remote Sensing, Idaho Department of Water Resources and the
University of Idaho (Department of Biological and Agricultural Engineering),
submitted to the Ratheon Systems Company, Earth Observation System Data
and Information System Project.
Newton: G.D., 1991 Geohydrology of the regional aquifer system, Western Snake River
Plain, Southwestern Idaho. U.S. Geological Survey Professional Paper 1408-G.
Petrich. C. and Urban, S., 2004. Characterization of Ground Water Flow in the Lower
Boise River Basin, Idaho Water Resources Research Institute and the Idaho
Department of Water Resources, Research Report IWRRI-2004-01.
Wood, S.H., 1996. Cross Sections of the Southeast Boundary of the Treasure Valley
Groundwater Study Area: Notes on the Geology of the Mayfield-Orchard Area,
Ada and Elmore County, Idaho, Boise State University Geosciences, prepared
for the Treasure Valley Hydrologic Project.
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Fdenariie'.MayfeldWaterSupplyAssessment(DRAFT).duc
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Appendix L
Public Water System Well Engineering Report
Mayfield Springs Water Facility Plan
383

PUBLIC WATER SYSTEM WELL ENGINEERING REPORT,
WELL SITE EVALUATION, AND WELL SPECIFICATION
SUBMITTAL
MAYFIELD SPRINGS WELLS NO. 1 AND NO. 2
Prepared for
The Westpark Company
P.O. Box 344
Meridian, ID 83660
Prepared by
SPF Water Engineering, LLC
300 East Mallard Drive
Suite 350
Boise, ID 83706
MARCH 10, 2011
SPF WATER
ENGINEERING
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384

Table of Contents
Listof Figures.......................................................................................................................... ii
1. Introduction ......................................................................................................................... 1
1.1. Project Description.................................................................................................. 1
1.2. Project Location ...................................................................................................... 1
2. Well Site Evaluation ............................................................................................................ 1
2.1. Site Suitability.......................................................................................................... 1
2.1.1. Site Location and Ownership ................................................................... 1
2.1.2. Terrain and Access ..................................................................................3
2.1.3. Floodways and Floodplains......................................................................4
2.1.4. Surrounding Land Use .............................................................................5
2.1.5. Anticipated Production Rate.....................................................................5
2.1.6. Soils and Lithology...................................................................................6
2.1.7. Anticipated Well Construction ..................................................................8
2.1.8. Groundwater Quality ................................................................................9
2.1.9. Nearby Water Supply Wells .....................................................................9
2.1.10. Nearby Aquifer Recharge or Injection Wells ..........................................9
2.1.11. Well Head Protection..............................................................................9
2.1.12. Groundwater Under the Direct Influence of Surface Water....................9
2.1.13. Other Potential Well Sites .................................................................... 10
2.2. Proximity to Potential Sources of Contamination .................................................. 10
2.3. Professional Opinion............................................................................................. 10
3. Well Specifications............................................................................................................ 10
4. Permits.............................................................................................................................. 11
5. References........................................................................................................................ 11
Appendix A: Water System Conceptual Design
Appendix B: Well Site Maps
Appendix C: Well Site Photographs
Appendix D: Conceptual Design of Well
Appendix E: Potential Sources of Contamination
Appendix F: Well Specifications
Appendix G: DEQ Checklists
Appendix H: Inspection Contract
Appendix I: Water Rights
Attachment A: Water Supply Assessment for the Mayfield Springs Planned Community
Attachment B: Driller's Logs for Wells Completed in the Mayfield Springs Area after 2007
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List of Figures
Figure 1. Map of Proposed Well Site and Vicinity..................................................................2
Figure 2. Topographic Map of Proposed Well Site and Vicinity.............................................3
Figure 3. Flood Insurance Rate Map of Proposed Well Site and Vicinity...............................4
Figure 4. Soils Map of the Proposed Well and Vicinity ..........................................................7
Figure 5. Geologic Map of the Proposed Well Site and Vicinity.............................................8
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1 . INTRODUCTION
1.1. Project Description
The proposed Mayfield Springs Planned Community is situated on approximately
762 acres located in Elmore County, Idaho, northeast of Interstate-84 and directly
adjacent to the Ada County/Elmore County line. The planned community envisions a
variety of land uses including up to 4,232 residential units covering 526 acres, 56
acres of mixed-use commercial, a 10 acre school site, 94 acres of developed open
space and 77 acres of undeveloped "natural" open space.
The water demands at Mayfield Springs are expected to be met using groundwater
sources. A Public Water System Facility Plan detailing the conceptual design of the
proposed water system has been prepared by SPF Water Engineering and is being
submitted (under separate cover) concurrently with this report. This Well
Engineering Report, Well Site Evaluation, and Well Specification Submittal identifies
and describes the first two proposed well sites, hereinafter referred to as Wells No. 1
and No. 2. A map showing the conceptual design of the on-site water system is
included in Appendix A.
1.2. Project Location
The Mayfield Springs wells will be located on the northeast side of Interstate 84,
approximately 20 miles southeast of Boise, Idaho. The Mayfield Springs area lies in
a high desert environment at an elevation of approximately 3,400 feet. Indian Creek,
which drains a higher-elevation basin to the northeast of the property, bisects the
property upstream of Indian Creek Reservoir. Indian Creek Reservoir is about one
mile west of the proposed community. A vicinity map is included in Figure 1.
2. WELL SITE EVALUATION
2.1. Site Suitability
2.1.1. Site Location and Ownership
The proposed site for Well No. 1 is located in the northeast quarter of the northwest
quarter of Section 33, Township 1 North, Range 4 East. The proposed site for Well
No. 2 is located in the southeast quarter of the southeast quarter of Section 28,
Township 1 North, Range 4 East.
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The developer of Mayfield Springs owns the property on which both proposed well
sites are located and he will establish designated well lots for each well
encompassing a minimum 50-foot radius around each proposed well location.
A United States Geological Survey (USGS) topographic map showing the locations
of the proposed well sites is included in Figure 2. Maps detailing the proposed well
sites are included in Appendix B. Photographs of the well site are included in
Appendix C.
i
Danskin
Boise -20 miles Mountains
Indian Creek Reservoir
ll No. Well No. 2
<VVe 1
0 1 _ 3 JI
Mile,S ICJ
Figure 1. Map of Proposed Well Site and Vicinity
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Itoj C'%
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r Draw
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WeII40. 1 Well No. 2�
94
26 1042
00 36
! 33
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i
Miles
Figure 2. Topographic Map of Proposed Well Site and Vicinity
2.1.2. Terrain and Access
The Mayfield Springs property is generally flat with interspersed low hills. Access to
the property is from the Mayfield-Orchard exit on Interstate-84. No existing roads
reach the proposed well sites at this time. However, due to the flat topography and
lack of trees or thick vegetation, overland access to both sites is available for a
drilling rig.
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2.1.3. Floodways and Floodplains
A Flood Insurance Rate Map from the Federal Emergency Management Agency
shows that the proposed well sites are not situated in a floodplain. The Flood
Insurance Rate Map for the proposed well sites is included in Figure 3.
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w
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Source: Federal Emergency Management Agency
Flood Insurance Rates Maps
Community Panel Number 16001 C0500 H 10 0.25 0.5
Community Panel Number 16001 C0650 H ao Miles
Figure 3. Flood Insurance Rate Map of Proposed Well Site and Vicinity
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2.1.4. Surrounding Land Use
The land surrounding the Mayfield Springs property is largely undeveloped at this
time. A truck stop is located just across Interstate-84 to the West of Mayfield
Springs. There are also a few residences on large lots located to the East of the
property. Aerial photographs and a site visit to the area showed no other significant
development within at least 5 miles of the Mayfield Springs property.
2.1.5. Anticipated Production Rate
Based on data from existing wells in the area, each of the proposed wells is
expected to produce approximately 1000 to 1500 gpm. Production data from several
nearby wells is presented in more detail in Sections 2.3 and 2.4 of Attachment A,
"Water Supply Assessment for the Mayfield Springs Planned Community." Two
other relatively deep wells have been installed in the area since the report
Attachment A was produced, including:
1. McCallum Irrigation Well 1 — this well is located in the southwest quarter of the
southwest quarter of Section 24, Township 1 North, Range 4 East, approximately
3 miles northeast of the proposed wells for Mayfield Springs. The well was
completed to a total depth of 627 feet below ground surface, with screen at
various intervals ranging from 432 feet to 622 feet. The driller's log for the well is
provided in Attachment B. In February 2008, the static water level in the well
was 229 feet below ground surface. Test pumping performed immediately
following well construction demonstrated the well was capable of producing 1800
gpm with approximately 130 feet of drawdown (specific capacity of approximately
14 gpm/ft).
2. McCallum Irrigation Well 2 — this well is located in the southwest quarter of the
northeast quarter of Section 24, Township 1 North, Range 4 East, approximately
3 miles northeast of the proposed wells for Mayfield Springs. The well was
completed to a total depth of 795 feet below ground surface, with screen at
various intervals ranging from 602 feet to 792 feet. The driller's log for the well is
provided in Attachment B. In June 2008, the static water level in the well was
270 feet below ground surface. Test pumping performed immediately following
well construction demonstrated the well was capable of producing 2000 gpm with
approximately 130 feet of drawdown (specific capacity of approximately 15
gpm/ft).
3. Elk Creek Canyon Test Well — this well is located in the northwest corner of the
southeast quarter of Section 11, Township 1 South, Range 4 east, approximately
2 miles southeast of the proposed wells for Mayfield Springs. The borehole for
this test well was advanced to a total depth of 1000 feet. The well was
completed to a total depth of 538 feet (screen from 418 to 538 feet). The well
was test pumped at approximately 60 gpm by the driller using a submersible
pump, producing approximately 17 feet of drawdown (specific capacity of
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approximately 4 gpm/ft). The driller's report indicates permeable and likely
productive sediments extending to a depth of at least 1,000 feet.
2.1.6. Soils and Lithology
The soil types in the Mayfield Springs area are shown in Figure 4. Well No. 1 is
located in Lankbush-Brent sandy loams. This soil type is characterized by slopes of
30 to 65 percent. The permeability is slow to very slow and the root zone extends to
a depth of 60 inches or more. This soil type is typically found on alluvial fans and
alluvial terraces of the Boise Front. Well No. 2 is located in Chilcott-Sebree silt
loams. This soil type is characterized by slopes of 2 to 4 percent. The permeability
is slow to very slow and the root zone extends to a depth of 20 to 40 inches. This
soil type is typically found on high alluvial terraces.
The geology of the Mayfield Springs area is shown in Figure 5. The surficial geology
consists of Cretaceous-age granitic rocks (primarily granodiorite) associated with the
Idaho batholith (Kii), Middle Pleistocene-age basalt (Qpmb), Pleistocene-age
unconsolidated alluvium (Qpg), Pleistocene-age alluvium (Qpa), and Quaternary
alluvium (Qa) (Bond and Wood, 1978). Sediments in this area appear to be mostly
alluvial fan sediments that are interfingered with basalt flows from the Kuna-Mountain
Home basalt field (Wood, 1996). It is anticipated that the wells will be located in the
alluvium. Both wells will tap water-bearing sand and gravel deposits at depths below
500 feet.
Normal faulting has been inferred along the base of the foothills in the Mayfield
Springs area (Wood, 1996) based on offsets observed in sedimentary section.
Wood notes that the youngest depositional and volcanic units do not appear to be
faulted.
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Water Moulton fine sandy loam Mo roe- enness Wnple
,Well 2
•
Chilcott-Sebree comp ex.
Haw-Lankbushcomplex
Lankbush-Brent sandy ms /
Lankbush-Lanktree complex
� p
Soils base map for Ada County from Collett(1980) 0 0.25 0.5
Soils base map for Elmore County from Noe(1991) Miles
Figure 4. Soils Map of the Proposed Well and Vicinity
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Qp?g Pleistocene outwash,fanglomerate,flood and terrace gravels
Qp?g Qpmb Middle Pleistocene plateau and canyon-filling basalt
in and near Snake Plain
Qpa Pleistocene waterlaid detritus
Qa Quaternary alluvium
Kii Cretaceous plutons-intermediate
Tpd Pliocene stream and lake deposits
Qpmb
Kii
Well 1 •Well
Tpd
Qpa
Geologic base map from Bond and Wood (1978) 1 Miles Ft
Figure 5. Geologic Map of the Proposed Well Site and Vicinity
2.1.7. Anticipated Well Construction
It is anticipated that both wells will be constructed with 16-inch diameter casing to a
depth of approximately 600 feet followed by 10-inch diameter casing to a depth of up
to 1000 feet. The static water level is expected to be approximately 400 feet below
the ground surface. Zone testing and geophysical logging will be conducted to
determine final screen placement. Conceptual well construction and zone testing
schematics are included in Appendix D.
If distinct multiple water bearing zones are encountered, it is anticipated that the
casing and annular seal in each well will be extended to the depth of the confining
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layer above the production zone. In any case, the annular seal will be installed to a
depth of more than 58 feet in accordance with IDAPA 58.01.08.510.03.b, and the
annular seal will have a thickness of at least 2 inches.
2.1.8. Groundwater Quality
Water quality data for the Mayfield Springs area are limited, but available data
suggest that ground water quality is good. Arsenic and fluoride concentrations in
nearby wells are less than current Maximum Contaminant Levels (MCLs). More
details on water quality can be found in Section 2.8 of Attachment A, "Water Supply
Assessment for the Mayfield Springs Planned Community."
2.1.9. Nearby Water Supply Wells
A search for drillers' reports for the Mayfield Springs area wells was conducted using
the Idaho Department of Water Resources' (IDWR) online well construction
database. The search area consisted of a 3-mile radius around the Mayfield Springs
property. A summary of the findings is included in Section 2.2 of Attachment A
"Water Supply Assessment for the Mayfield Springs Planned Community." In
addition to these wells, several other wells have been constructed (see summary in
Section 2.1.5). Copies of the drillers' reports for all of the wells found in this search
are also included in Attachment A.
2.1.10. Nearby Aquifer Recharge or Injection Wells
There are no aquifer recharge or injection wells located within 3 miles of the Mayfield
Springs property.
2.1.11. Well Head Protection
Designated well lots are being established to encompass a minimum 50-foot radius
around each of the proposed well locations. Each well site will also be graded to
prevent standing water within 50 feet of the proposed well location. If geologic
conditions permit, it is anticipated that the well will have an annular seal placed to the
depth of an adequate confining layer. If feasible, the annular seal will be extended to
a depth of 600 feet or more. The annular seal will be at least 58 feet deep to comply
with 58.01.08.510.03.b.
2.1.12. Groundwater Under the Direct Influence of Surface Water
Well site maps for both well sites can be found in Appendix B. The maps show that
there are no surface water bodies located within 500 feet of either well site. In
addition, both wells are expected to be at least 600 feet deep with one or more
confining layers above the screens. Local site grading will also be completed to
drain water away from the well heads during periods of snowmelt or heavy rainfall.
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Therefore, none of the proposed wells are expected to be under the influence of
surface water.
More details on groundwater levels and groundwater flow direction can be found in
Attachment A.
2.1.13. Other Potential Well Sites
Two additional well sites on Mayfield Springs property are being considered for
future development as needed. Separate well site evaluations will be submitted for
these future wells at that time.
2.2. Proximity to Potential Sources of Contamination
SPF Water Engineering contacted DEQ staff member Tom Neace on November 14,
2006 regarding regional water quality issues. Sean Coyle at DEQ identified possible
sources of contamination within the area near the proposed well sites (see Appendix
E). SPF Water Engineering also contacted Lisa Rowles on March 2, 2011 to ask
Lisa to query DEQ's database again for any updates to the map provided in
Appendix E. Lisa confirmed the map in Appendix E is accurate (that is, there are no
additional potential sources of contamination in the vicinity of the proposed wells).
The only potential source of contamination identified by DEQ is an underground
storage tank (UST) at the Stagestop truck stop. However, this UST is located one-
half to one mile to the southwest or west of both proposed well sites. Ground water
flow in the area is to the southwest. Therefore, the UST is downgradient from both
well sites. In addition, the wells are expected to be more than 600 feet deep beneath
one or more confining layers above the screens. Therefore, the UST is not expected
to influence water quality at either of the proposed well sites.
2.3. Professional Opinion
The proposed well sites are acceptable locations for public water supply wells. Both
sites were selected to produce high quality water and meet all design and setback
requirements per the Idaho Rules for Public Drinking Water Systems.
3. WELL SPECIFICATIONS
The specifications contemplate construction of two 16-inch wells. The well
specifications are included in Appendix F. The General Checklist, Well Site
Evaluation Checklist, and Well Construction Design Checklist are included in
Appendix G. An inspection contract is provided as Appendix H.
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4. PERMITS
A water right permit (Permit No. 63-32225) for Mayfield Springs was issued by IDWR
in February 2007 to Intermountain Sewer and Water Corporation, who is owned by
the developer of Mayfield Springs. The priority date on the permit is September 16,
2005. The water right permit allows a total maximum diversion rate of 10 cubic feet
per second from five wells, including the two wells discussed in this well site
evaluation. A copy of the permit is included in Appendix I.
5. REFERENCES
Bond, J.G. and Wood, C.H., 1978. Geologic map of Idaho. Idaho Department of
Lands, Bureau of Mines and Geology, 1:500,000 scale.
Collett, R.A. 1980. Soil Survey of Ada County Area Idaho. Soil Conservation
Service.
Noe, H.R. 1981. Soil Survey of Elmore Count Area, Idaho, Parts of Elmore,
Owyhee, and Ada Counties. Soil Conservation Service.
Wood, S.H., 1996. Cross Sections of the Southeast Boundary of the Treasure Valley
Groundwater Study Area: Notes on the Geology of the Mayfield-Orchard Area, Ada
and Elmore County, Idaho, Boise State University Geosciences, prepared for the
Treasure Valley Hydrologic Project.
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Intermountain Sewer and Water, Corp.
Application for Certificate of Convenience and Necessity
Description of
the Water
system
Intermountain Sewer and Water,Corp. -Application for CCN -Description of the Water System
4879-1422-2333,v. 1.1
398

October 29, 2024
Idaho Public Utilities Commission
Attn:Travis Culbertson,Auditor
11331 W. Chinden Blvd. Bldg. 8, Ste. 201-A
Boise, I D 83714
P.O. Box 83720 Boise, ID 83720-0074
Dear Mr. Culbertson,
MAYFIELD SPRINGS WATER SYSTEM SUMMARY
The Mayfield Springs Public Water System (PWS) is a new PWS that serves the Mayfield Springs Planned Community.The
PWS is a standalone system with provisions to be expanded as the development expands, ultimately supply domestic in-
home water usage, limited household irrigation water for building lots (not common area) and fire protection to 2,319
residential and commercial lots within Elmore, Idaho. Common area irrigation will be supplied with treated wastewater
effluent and will initially be supplied through an existing irrigation water right.
The water system facilities generally consist of the following infrastructure components, constructed in a multi-phase
approach to ensure facilities are not oversized during initial phases of residential construction.:
• Groundwater wells
• Storage reservoir
• Booster pumping facility
• AWWA C900 PVC water mains, including isolation valves and hydrants
• Service lines and customer meters
The PWS is supplied from three groundwater Wells No. 1, 2, and 3. Well No. 2 discharges directly to the water storage
tank that feeds the Booster Station while Wells No. 1 and 3 directly supply the distribution system and can fill the storage
tank with excess supply through a valve in the Booster Station.
The storage tank provides flexibility to the system when peak demands exceed available source capacity. The Booster
Station is primarily used to maintain system pressure and meet system demands with Wells No. 1 and 3 being used as
secondary sources when demand exceeds the Booster capacity or when the storage tank level has declined to the operator
set point.
The PWS is recently constructed,with no current deficiencies that need to be addressed to maintain system integrity.The
system has a source capacity that can support 1,056 equivalent dwelling unit connections. As development continues,
additional wells will be integrated with the system as necessary to meet anticipated system demands and satisfy the
redundancy requirements of IDAPA 58.01.08.501.17.
A summary of the major PWS equipment is provided in the following section.
River9 1161 W - [e-mail]
Tel:[phone]
Boise, Idaho 83702 www.merrick.com
399

MAJOR COMPONENT SUMMARY
• Distribution Piping:
o 6, 8, 12, and 16-inch AWWA C900 PVC water mains, including isolation valves and fire hydrants
• Water Storage:
o Tank Connection, 74'-3%" Diameter, 24'-6%"Tall, 763,202-gallon, unpressurized bolted steel tank
• Booster Pumps:
o Pump 1:Goulds—Xylem 22SV04 4 Stage Vertical Multistage Centrifugal, 120 gpm @ 195'TDH, 10 HP
o Pump 2:Xylem 21BF 3756 Centrifugal, 350 @ 194'TDH, 30 HP
o Pump 3:Xylem 12BF 3756 Centrifugal, 650 gpm @ 194'TDH, 50 HP
o Pump 4:Xylem 2013F 3756 Centrifugal, 1100 gpm @ 191'TDH, 100 HP
o Pump 5:Xylem 2013F 3756 Centrifugal, 1100 gpm @ 191'TDH, 100 HP
• Groundwater Well Pumps:
o Well No. 1: Xylem DWT-FFTM 12WALC, 11 Stage Vertical Turbine, 500 gpm @ 800'TDH, 150 HP
o Well No. 2: Goulds—Xylem VIS 7CLC 8 Stage Submersible Turbine, 250 gpm @ 780'TDH, 100 HP
o Well No. 3: Xylem DWT-FFTM 12CHC, 9 Stage Vertical Turbine, 1000 gpm @ 700'TDH, 250 HP
• Treatment Equipment:
o Chemical Pumps: Grundfos DDA 7.5-16, 0-2 gph capacity, 50-232 psi
• Generator Equipment:
o Well No. 2: 2023 Caterpillar, C15, 450 kW Standby Diesel Generator with Caterpillar CG, 800 Amp
transfer switch
o Well No. 3: 2023 Caterpillar, C13, 400 kW Standby Diesel Generator with Caterpillar CG, 600 Amp
transfer switch
• Service lines and customer meters:
o Service lines and customer meters are not currently installed in the system. Service connections will
be made off the distribution system,terminating at the property line of empty/vacant lots for future
connections.The system has a total capacity to serve 1,056 residential connections.
Sincerely,
Merrick&Company
Stuart Hurley, P.E.
Idaho Water Practice Lead
El Ei❑ MERRIM Page 2
13
400

Intermountain Sewer and Water, Corp.
Application for Certificate of Convenience and Necessity
Description of
Won Major
FPO Equipment
Intermountain Sewer and Water,Corp. -Application for CCN -Description of Major Equipment
4855-8218-9309,v. 1.1
401

Mayfield PUC - Description of Major Equipment
Please see Section 10(a) above to see a description of major equipment for the water system.
4881-7128-0638,v. 1
402

Intermountain Sewer and Water, Corp.
Application for Certificate of Convenience and Necessity
Mayfield PUC-
Monthly Metered
Amount of Water
Pumped from
Each Water
rl
Source 3
s , Previous Years
`%
lag
Intermountain Sewer and Water,Corp. -Application for CCN - Monthly Metered Water Amount
4874-7794-9181,v. 1.1
403

Monthly Metered Amount of Water Pumped from each Water Source
Not applicable. There has been no metered water pumped because no final plats have been
recorded and the service area does not yet have customers. The first certificates of occupancy
are anticipated in the fourth quarter of 2025.
4870-7518-2078,v. 1
404

Intermountain Sewer and Water, Corp.
Application for Certificate of Convenience and Necessity
1
C
Customer
Complaints
JIF
Intermountain Sewer and Water,Corp. -Application for CCN -Customer Complaints
4888-3683-8141,v. 1.1
405

Mayfield PUC - Customer Complaints
Not applicable. Planned community has not recorded first final plat and,therefore, no customers to
serve.
4894-8252-4670,v. 1
406

Intermountain Sewer and Water, Corp.
Application for Certificate of Convenience and Necessity
1
C
Water System
Connections
JIF
Intermountain Sewer and Water,Corp. -Application for CCN -Water System Connections
4859-5115-6989,v. 1.1
407

Mayfield PUC - Water System Connections
The current water system can serve 1,056 residential connections and will be expanded over time. Please
see Section 10(a)for additional information.
4883-0091-0846,v. 1
408

Intermountain Sewer and Water, Corp.
Application for Certificate of Convenience and Necessity
1
C
Proposed
Rate and
Tariff Structure
F
Intermountain Sewer and Water,Corp. -Application for CCN -Rate and Tariff Structure
4878-8047-1293,v. 1.1
409

Intermountain Sewer&Water Corp.,dba Intermountain Water Services
Pro-Forma Income Statements PRELIMINARY--SUBJECT TO DISCUSSION AND REVIEW WITH IPUC
Note:Utility Is planningto use a rate system that includes abase rate for the first 10,000 gallons per month,plus additional charge for usage over 10,000 gallons.The rates used in these pro-forma Income statements assumes no meter
exceeds 10,000 gal per month.Thus the rates used on Line 84 are the genesis for the revenue online 2,and are one way for the Utility to achieve break-even net income without using the widely varied rates on line 82.
Intermountain Water Services
Number of meters installed 100 250 500 1000 1500 2000 Six Period
Assumedyear 2025 2.1 2029 2031 2033 20. Cumulod.
REVENUE&EXPENSE DETAIL
SUB ACCT DESCRIPTION
400 REVENUES
Provider will use a metered waters stem with a base fee
1 460 Unmetered Water Revenue
Metered Sales-Residential(Base rate only--assumes no meter usage exceeds 0 262,460 2 461.1 base 10,000 al per month 144,30 431,220 666,480 883,260 1,088,640 3,466,350
3 461.2 Metered Sales-Commercial,Industrial(for purposes of this presentation,these are included in residential metered sales)
4 462 Fire Protection Revenue(for purposes ofthis presentation,these are included in residential metered sales)
5 464 Other Water Sales Revenue
6 465 Irrigation Sales Revenue(potable water will he used for irrigation ofprivate landscaping)
7 466 Sales for Resale
8 400 Total Revenue 144,300 252ASO 431,220 666,480 883,260 1,088,640 3,466,350
9 401 OPERATING EXPENSES
10 601.1-6 Labor-Operation&Maintenance
11 601.7 Labor-Customer Accounts (common paymaster) 3,000 6,000 9,000 15,000 21,000 27,000
12 601.8 Labor-Administrative&General (common paymaster) 3,000 6,000 9,000 15,000 21,000 27,000
13 603 Salaries,Officers&Directors (common paymaster) 2,500 2,500 2,500 2,500 4,000 6,000
14 604 Employee Pensions&Benefits(included in 601 and 603)
15 610 Purchased Water
16 615-16 Purchased Power&Fuel for Power 45,000 55,000 100,000 140,000 180,000 225,000
17 618 Chemicals 2,000 2,500 3,000 3,500 4,000 5,000
18 620.1-6 Materials&Supplies-Operation&Maint.
19 620.7-8 Materials&Supplies-Administrative&General 200 200 300 400 Boo 600
20 631-34 Contract Services-Professional
21 Base Charge of$350/month 4,200 4,200 4,200 4,200 4,200 4,200
22 Tier 1 char of$8/meter/mo 0-150 meters 9,600
23 Tier 2 char a of$7/meter/mo 151-400 meters 21,000
24 Tier 3 char a of$6/meter/mo 401-700 meters 36,000
25 Tier 4 charge of$5/meter/mo above 700 meters 60,000 90,000 120,000
26 635 Contract Services-Water Testing 32,000 16,000 4,000 4,000 4,000 4,000
27 636 Contract Services-Other
28 PUC consultants for CPCN and Rate Cases 5,000 5,000 5,000 5,000
29 Amortized over 3 years (4,000) 1,000 (3,000) 2,000 (2,000) (1,000)
30 Amortization moved to Amortization Ex (1,000) (1,000) (2,000) (2,000) (3,000) (4,000)
31 Costs outside Valley Hydro contract scope 1,000 1,000 1,000 1,000 1,000 1,000
32 Routine Re airs and Maintenance 2,500 2,500 4,000 5,000 7,000 9,000
33 641-4z Rentals-Property&Equipment
34 65o Transportation Expense
35 656-59 Insurance 2,500 3,000 5,000 7,500 12,500 20,000
36 660 Public Notification 1,000 1,500 2,000 2,500 3,000 3,500
37 666 Rate Case Expense Amortization
38 667 Regulatory Comm.Ex Other except taxes
39 670 Bad Debt Ex ense too 250 500 1,000 1,500 2,000
40 675 Miscellaneous1 2,000 2,000 1 3,000 3,000 1 4,000 4,000
41 Total Operating Expenses 1 110,600 123,650 193,500 264,600 357,700 468,300
42
43 403 De reciation Expense 259,967 321,167 394,367 467,567 528,767 589,967
44 406 Amortization of CIAC (259,967) (259,967) (259,967) (259,967) (259,967) (259,967)
45 407 Amortization Ex .-Other 1,000 1,000 2,000 2,000 3,000 4,000
46 408.10 Regulatory Fees PUC 300 350 700 1,100 1,500 2,000
47 408.11 Property Taxes 1,000 5,000 6,000 7,000 81000 9,000
48 408.12 Payroll Taxes(included in 601 and 6O3)
49 408.13 Other Taxes(list) DEQ Fees 200 200 200 200 200 200
50 409.10 Federal Income Taxes 35.00% 11,000 53,200 78,500 87,000
51 409.11 State Income Taxes 5.50% 1,850 8,400 12,300 13,650
52 410.10 Provision for Deferred Income Tax-Federal
53 410.11 Provision for Deferred Income Tax-State
54 411 Provision for Deferred UtilityIncome Tax Credits
55 412 Investment Tax Credits-Utility
56 Total Ex enses before other operating Income and ex an A 113,100 191,400 339,650 544,100 730,000 904,150
57 413 Income From Utility Plant Leased to Others
58 414 Gains(Losses)From Disposition of Utility Plant
59 Net Operating Income 31,200 61,050 91,570 1 122,380 1 153,260 184,490
60 415 Revenues,lvlerchandlzing Jobbing and Contract Work
61 Hook-up $400 per meter 40,000 60,000 60,000 60,000 60,000 60,000
62 416 Expenses,Merchandizin ,Jobbing&Contracts
63 Hook-up $400 per meter 40,000 60,000 60,000 60,000 60,000 60,000
64
65 419 1 Interest&Dividend Income 100 125 150 200 400 600
66 420 Allowance for Funds used During Construction
67 421 Miscellaneous Non-Utility
Income
68 426 Miscellaneous Non-Utility Expense
69 408.20 Other Taxes,Non-UtilityOperations
70 409-20 Income Taxes,Non-Utility Operations
71 Net Non-Utility Income 100 125 150 200 400 600
72 Gross Income 31,300 61,175 91,720 122,580 153,660 185,090
73 427.3 Interest Exp.on Long-Term Debt 100 125 150 200 400 600
74 427.5 Other Interest Charges
75 NET INCOME Before Working Capital,Capital Reserve&Return on Rate Base 31,200 61,050 91,570 122,380 153,260 184,490
76
77 Working Capital 1/8 of Total Operating Expenses)x 11%return B 1,521 1,700 2,523 3,638 4,918 6,302
Capital Reserve--based on engineer estimates from TFM(held in restricted bank
78 account) C 29,680 59,360 89,040 118,720 148,400 178,080
79 Rate Base Plant assets acquired after 100 meters x 11%return 168,300 369,600 570,900 739,200 907,500
80 NET INCOME (1) (10) 7 22 (58) 108
81
Revenue needed per month per meter to achieve allowed net
82 income ((A,Btc)/12)/No.of Meters In Service 120.25 84.15 71.87 55.54 49.07 45.36
83
Possible base rate structure to achieve allowable revenue(these pro-forma amounts assume no meter
84 will exceed 10,000 gal permonth usage) 71.00 67.00 63.00 58.00 53.00 48.00
85 Total Revenue using avg rate structure 85,200 201,000 378,000 696,000 954,000 1,152,000 3,466,200
86
87
Gross Revenue 144,300 252,450 431,220 666,480 1 883,260 1,088.640 3,466,350
Taxable income (27,800) 118,075)1 20,425 152,100 1 224,400 248,450
Fed tax - - 10,999 53,235 78,540 86,958
State tax 1,830 8,366 12,342 13,665
410

INTERMOUNTAIN SEWER & WATER, CORP.
Sheet 1
SCHEDULE No. 1
Recurring Charges
Applicable:
To all customers for domestic and other uses.
FLAT RATE SERVICE FOR ALL ACCOUNTS BY YEAR:
Water Monthly Base Charge — 1-100 units (est. Years 1-2):
$71.00*
Water Monthly Base Charge — 101-250 units (est. Years 3-4):
$67.00*
Water Monthly Base Charge — 251-500 units (est. Years 5-6):
$63.00*
Water Monthly Base Charge — 501-1000 units (est. Years 7-8):
$58.00*
Water Monthly Base Charge — 1,001 to 2,000 units (est. Years 9-10):
$53.00*
Water Monthly Base Charge — 2,001+ units (est. Years 10+):
$48.00*
* - First 10,000 gallons per calendar month; usage above 10,000 gallons in any
calendar month to be metered and charged at a rate of $0.0003 per gallon.
Issued by: INTERMOUNTAIN SEWER & WATER, CORP.
Gregory Johnson, President
Effective (date)
4871-7756-0306,v.2.2
411

INTERMOUNTAIN SEWER & WATER, CORP.
Sheet 2
SCHEDULE No. 2
Non-Recurring Charges
1. Late Payment Charge —
a. 12% per annum or 1% monthly. This charge is
applicable to the unpaid balance at the time of the next billing date.
2. Reconnection Fee —
a. Regular Hours: $100.00 for reconnections, which shall bear interest from
the due date at the rate of 18% per annum or at the highest rate allowed by
law if such rate is less than 18%.
b. After Hours: Additional charge of $75.00 per hour on a time and materials
basis.
3. Insufficient Funds —
a. $20.00 charge for transactions that result in insufficient funds notices. Late
payment charges will also apply.
4. Customer Requested Service Calls —
a. During Hours: $75.00 per hour
b. After Hours: $75.00 per hour
5. Hookup Charges —
a. Meter Installation: $400.00
b. Meter Testing: $75.00 per hour
Issued by: INTERMOUNTAIN SEWER & WATER, CORP.
Gregory Johnson, President
Effective (date)
4871-7756-0306,v.2.2
412

INTERMOUNTAIN SEWER & WATER, CORP.
Sheet 3
GENERAL RULES & REGULATIONS
FOR SMALL WATER UTILITIES
1. GENERAL
1.1 The Customer, in receiving water service, and the Company, in providing water
service, shall both agree to abide by these rules and regulations.
1.2 In the event that there is a conflict between these rules and regulations and the
Utility Customer Relations Rules (UCRR), the Rules and Regulations of the
Idaho Public Utilities Commission (Commission) shall take precedence unless an
exception has been granted.
1.3 All recurring and non-recurring charges shall be approved in advance by the
Commission.
2. DEFINITIONS
2.1 Applicant—a potential customer (person, business or government agency)
applying for service to the Company and subject to the Commission's rules and
regulations.
2.2 Billing Period - the period of time between bills from the Company for normal
services rendered.
2.3 Commission - Idaho Public Utilities Commission.
2.4 Commodity Charge— a recurring charge based only on the quantity of water
used.
2.5 Company—the water company.
2.6 Connection or Hook-Up Fee— a non-recurring charge paid by a Customer
requesting service for partial or full recovery of the Company's cost of providing a
new service connection.
2.7 Contribution in Aid of Construction —a non-recurring charge paid by a Customer
or developer to help defray the cost of system expansion.
2.8 Customer - a person, business or government agency responsible for paying bills
and complying with the rules and regulations of the company.
2.9 Customer Charge —a recurring fixed charge to recover a portion of the cost of
meter reading and billing.
Issued by: INTERMOUNTAIN SEWER & WATER, CORP.
Gregory Johnson, President
Effective (date)
4871-7756-0306,v.2.2
413

INTERMOUNTAIN SEWER & WATER, CORP.
Sheet 4
2.10 Fixed or Flat Rate — a recurring charge of a fixed amount, usually in an
unmetered system.
2.11 Franchise Tax—the tax imposed on a Company by a governmental entity for the
privilege of doing business within its boundaries.
2.12 Late Payment Charge—the non-recurring charge levied against any delinquent
balance.
2.13 Minimum Charge—the minimum recurring charge for a billing period that may or
may not include a specified quantity of water.
2.14 Non-recurring Charges —the charges that are not assessed each billing period.
2.15 Premises—the Customer's property including out buildings which are normally
located on one lot or parcel of ground.
2.16 Rate Schedule - the schedules of all recurring and non-recurring charges of the
Company.
2.17 Reconnection Charge —the charge paid by a Customer to the Company to
restore service after disconnection.
2.18 Recurring Charges—the charges that are assessed each billing period.
2.19 Tariff—the rate schedules and the rules and regulations which govern the
Company's service.
2.20 Utility Customer Relations Rules (UCRR) - Customer Relations Rules for Gas,
Electric, and Water Public Utilities Regulated by the Idaho Public Utilities
Commission (The Utility Customer Relations Rules) - IDAPA 31.21.01.000 et
seq.
3. SERVICE FOR NEW CUSTOMERS
3.1 The Company shall furnish service to applicants within its certificated service
area in accordance with rates and the rules and regulations approved by the
Commission.
3.2 Applicants for water service may be required to sign a standard form of service
application.
3.3 The Company shall not be obligated to provide service at a service location until
any required deposit has been received by the Company in accordance with the
UCRR.
3.4 Special contracts may be required where large investments in special facilities
are necessary to provide the requested service. The Company may require
contribution toward such investment and establish such minimum charges as are
deemed necessary. All such contracts shall be subject to the approval of the
Commission.
Issued by: INTERMOUNTAIN SEWER & WATER, CORP.
Gregory Johnson, President
Effective (date)
4871-7756-0306,v.2.2
414

INTERMOUNTAIN SEWER & WATER, CORP.
Sheet 5
3.5 The Company reserves the right to place limitations on the amount and character
of water service it will supply and to refuse service if, in its opinion:
a. the Company is required to refuse or limit service by regulatory authorities
having jurisdiction over the Company;
b. the requested service installation is of larger size than is necessary to
properly serve the premises;
C. the permanency of the building, structure, or institution requesting to be
served is such that the Company's investment in such service is
jeopardized;
d. the depth of the applicant's service line is less than the minimum depth
required for frost protection;
e. the applicants' proposed service, main or other appurtenance does not
conform to good engineering design or meet the standard specifications
of the Company; or
f. if the applicant refuses to agree to abide by the rules and regulations of
the Company.
If the Company denies service to an applicant for any reason, it shall immediately
provide the applicant with a written explanation of its decision in accordance with
the UCRR.
4. DEPOSITS
4.1 Rules and Regulations regarding deposits can be found in the UCRR.
5. RATES
5.1 Rates charged for water service and supply shall be those published in the
Company's tariff and approved by the Commission.
6. BILLING AND PAYMENT
6.1 All Customers shall be billed on a regular basis as identified on the applicable
rate schedule.
6.2 If the system is metered, the Company shall try to read the meters prior to each
billing unless specified differently on the applicable rate schedule. If the
Company's meter reader is unable to gain access to the premises to read the
Issued by: INTERMOUNTAIN SEWER & WATER, CORP.
Gregory Johnson, President
Effective (date)
4871-7756-0306,v.2.2
415

INTERMOUNTAIN SEWER & WATER, CORP.
Sheet 6
meter, or in the event the meter fails to register, the Company will estimate the
Customer's water consumption for the current billing period based on known
consumption for a prior similar period or average of several periods. Subsequent
readings will automatically adjust for differences between estimated and actual.
Bills based on estimated consumption shall be clearly marked as "estimated".
6.3 All bills shall clearly indicate the balance due, and may be due and payable no
less than 15 days after the date rendered. All bills not paid by due date may be
considered delinquent and service may be disconnected subject to the provisions
of the UCRR.
6.4 A Late Payment Charge may be levied against any delinquent account. All
payments received by the next billing date shall be applied to the Customer's
account prior to calculating the Late Payment Charge.
6.5 The minimum bill or customer charge shall apply when service is provided for
less than one month.
6.6 Owners of premises with one or more condominiums, buildings, stores,
apartments or any other divisions of like or similar character, all of which are
served from one (1) service connection are responsible for the entire water
charges. If the owner desires to cease being responsible for water bills for such
places and desires that the occupant of each division will be responsible for her
or her respective bill, such transfer of responsibility will not be accepted or
recognized by the Company until the plumbing arrangements of the building or
premises are so changed by the owner or his or her agent as to permit the
Company, to its satisfaction, to serve each division or occupant separately from
the other occupants in the same building.
6.7 Accounts shall be continued and water bills rendered regularly until the Company
has been duly notified to discontinue service.
7. METERING
7.1 Meters will be installed by the Company near the Customer's property line or at
any other reasonable location on the Customer's premises that is mutually
agreed upon.
7.2 The Company's representative shall be given access to the Customer's premises
at all reasonable hours for the purpose of obtaining meter readings. In the event
of recurring inaccessibility the Company may, at its option and after notifying the
customer, relocate its metering equipment at the Customer's expense.
7.3 The Company shall be responsible for the maintenance of its metering
equipment. Meters are considered to be sufficiently accurate if tests indicate that
Issued by: INTERMOUNTAIN SEWER & WATER, CORP.
Gregory Johnson, President
Effective (date)
4871-7756-0306,v.2.2
416

INTERMOUNTAIN SEWER & WATER, CORP.
Sheet 7
meter accuracy is within + 2 percent. When for any reason a meter fails to
register within these limits of accuracy, the Customer's use of water shall be
estimated on the basis of available data and charges shall be adjusted
accordingly. Corrected bills shall then be sent out to the customer and additional
payment or refund arrangements shall be made in accordance with the UCRR.
7.4 The Company reserves the right to test and/or replace any meter. Upon deposit
of a "Meter Testing Fee" by a Customer, the Company will test the Customer's
meter. If the test indicates that the meter over-registers by more than 2 percent, it
shall be replaced with an accurate meter at no cost to the Customer and the
"Meter Testing Fee" shall be refunded and water bills shall be adjusted in
accordance with the UCRR. Meter Testing Fees shall require prior approval by
the Commission.
7.5 At the Company's discretion, un-metered Customers may be converted to
metered service if such transition occurs in a planned, systematic manner without
unreasonable discriminations and if the Company has an approved metered rate.
7.6 The Company will have the right to set meters or other devices without notice to
the Customer for the detection and prevention of fraud.
7.7 In any building where the meter is to be installed in the basement, the incoming
water pipe must enter the basement at least sixteen (16) inches from the riser in
order that a meter can be set in a horizontal position in the basement. All pipes
to the different parts of the building or grounds must lead from the riser at least
one (1) foot above the elbow.
8. CUSTOMER PLUMBING AND APPLIANCES
8.1 All plumbing, piping, fixtures and appliances on the Customer's side of the
service connection will be installed and maintained under the responsibility and
at the expense of the Customer or owner of the premises.
8.2 The plumbing, piping, fixtures and appliances shall be maintained in conformity
with all municipal, state and federal requirements. The nature and condition of
this plumbing, piping and equipment will be such as not to endanger life or
property, interfere with service to other Customers or permit those with metered
services to divert system water without meter registration.
8.3 A stop-and-waste valve will be installed on the Customer's plumbing in a place
always accessible and so located as to permit shutting off the water for the entire
premises with the least possible delay.
8.4 All persons having boilers, water tanks or other equipment supplied by direct
pressure from the Company's mains should install a pressure relief valve, or
other device to serve the same purpose, so as to prevent excess pressure from
forcing hot water and/or steam back into the water meter and mains of the
Issued by: INTERMOUNTAIN SEWER & WATER, CORP.
Gregory Johnson, President
Effective (date)
4871-7756-0306,v.2.2
417

INTERMOUNTAIN SEWER & WATER, CORP.
Sheet 8
Company. All damage to the Company's property resulting from the failure to
properly equip plumbing with a relief valve will be billed to the Customer.
8.5 The Company is not obligated to perform any service whatever in locating leaks
or other trouble with the customer's piping.
8.6 When the premises served by the Company are also served in any manner from
another water supply of any kind, an approved backflow prevention device shall
be installed at the service connection. Water service for either stand-by or other
purposes will not be furnished until piping and connections are inspected and
approved by a representative of the Company.
8.7 Property owners will not be allowed to connect the water service of different
properties together.
8.8 All of the Customer's service pipes and fixtures must be kept in repair and
protected from freezing at his or her expense. When there are leaking or
defective pipes or fixtures, the water may be turned off at the option of the
Company until the proper repairs are made.
9. INSTALLATION OF SERVICE CONNECTIONS
9.1 The service connection is the property of the Company and as such, the
Company is responsible for its installation and maintenance. It consists of piping,
curbstop and valve or meter box and a meter, if the system is metered. The
service connection transmits water from the Company's water main to a valve or
meter box generally located near the Customer's property line. All piping, valves
or appliances beyond this point shall be the property and responsibility of the
Customer.
9.2 The Company reserves the right to designate the size and location of the service
line, curbstop, meter (if applicable) and meter or valve box and the amount of
space which must be left unobstructed for the installation and future maintenance
and operation thereof.
9.3 Where a service connection is desired for premises on which there is no
permanent structure, the Company will install a service connection to said
premises only upon payment by the applicant of the estimated cost of said
service connection. If within a period of five (5) years from the installation of
said service connection a permanent structure is erected on the premises, the
Company will refund, with interest, the difference between any approved new
Customer charges in effect at the time of connection, and the applicant's
advance.
Issued by: INTERMOUNTAIN SEWER & WATER, CORP.
Gregory Johnson, President
Effective (date)
4871-7756-0306,v.2.2
418

INTERMOUNTAIN SEWER & WATER, CORP.
Sheet 9
9.4 The extra costs of any out-of-the-ordinary circumstances requiring additional
equipment or special construction techniques involved in the installation of a
service connection will be agreed to in advance by the Customer and the
Company.
10. REPLACEMENT OR ENLARGEMENT OF SERVICE CONNECTION
10.1 Unless otherwise provided herein, the Company shall replace or enlarge service
connections at its own expense as follows:
a. whenever it is necessary to change the location of any service connection
due to relocation or abandonment of the Company's mains; and,
b. for commercial or industrial services where the type or volume of use has
changed and the enlargement will result in sufficient increase in annual
revenue to justify the enlargement.
10.2 The relocation, enlargement or reduction of service connections for the
convenience of the Customer will be at the expense of the Customer. Prior to
such relocation, enlargement or reduction, the Customer will deposit the
estimated cost thereof with the Company. Within fifteen (15) days, a refund will
be made to the Customer in the amount by which the estimated cost exceeds the
actual cost. The amount by which the actual cost exceeds the estimated cost will
be due and payable within fifteen (15) days after billing for such deficiency.
10.3 Enlargement of any service connection will be made only after such time as the
Customer's plumbing inside his or her premises have been enlarged sufficiently
to accommodate the additional capacity.
11. DISCONNECTION AND RECONNECTION OF SERVICE
11.1 When a Customer desires to discontinue service he shall give notice to the
Company at least two (2) days in advance and be responsible for all water
consumed for the two (2) days after the date of such notice.
11.2 The Company shall discontinue a Customer's service on an involuntary basis
only in accordance with UCRR.
11.3 When it becomes necessary for the Company to involuntarily discontinue water
service to a Customer, service shall be reconnected only after all bills for service
then due have been paid or satisfactory payment arrangements have been
made.
11.4 A reconnection fee may be charged each time a Customer is disconnected,
either voluntarily or involuntarily, and reconnected at the same premises. The
reconnection fee will be paid before service is restored. Reconnection fees shall
Issued by: INTERMOUNTAIN SEWER & WATER, CORP.
Gregory Johnson, President
Effective (date)
4871-7756-0306,v.2.2
419

INTERMOUNTAIN SEWER & WATER, CORP.
Sheet 10
not be charged for any situation or circumstance in which the Customer's water
supply is disconnected by the Company for its convenience.
11.5 The Company reserves the right at any time, upon notice, to shut off the water for
maintenance or expansion and, in emergencies, may do so without notice.
The Company shall at all times use reasonable diligence and care to prevent
interruption of said water service.
11.6 Except in the case of an emergency, no one, except an authorized Company
representative, shall turn on or turn off the water on the Company's side of the
service connection.
12. EXTENSION OF WATER MAINS
12.1 The extension of system water mains for the purpose of providing new service
shall be handled in accordance with the "Uniform Main Extension Rules for Small
Water Companies" which is attached to these Rules and Regulations as an
Appendix.
13. MISCELLANEOUS
13.1 No customer shall permit any person from another premises to take water from
his or her water service or tap for more than (1) week without the written
permission and consent of the Company.
13.2 No person acting either on his or her own behalf or an agent of any person, firm,
corporation or municipality not authorized by the Company shall take any water
from any fire hydrant on the Company's system except in the case of an
emergency.
13.3 No person shall place upon or about any hydrant, gate, box, meter, meter box or
other property of the Company any building material or other substance so as to
prevent free access at all times to the same.
13.4 Service will be maintained to domestic Customers on a preferential basis.
Delivery of water under all schedules may be restricted, interrupted or curtailed at
the discretion of the Company in case of shortage or threatened shortage of
water.
13.5 No rate contract or application is assignable from one user to another, except
upon agreement of all parties concerned.
13.6 The Company representative shall be given access to the premises of the
Customer at all reasonable hours for obtaining meter readings, for turning on or
shutting off the flow of water, for inspecting, removing, repairing or protecting
from abuse or fraud any of the property of the Company installed on the
premises. Access shall be granted at all times for emergency purposes.
Issued by: INTERMOUNTAIN SEWER & WATER, CORP.
Gregory Johnson, President
Effective (date)
4871-7756-0306,v.2.2
420

INTERMOUNTAIN SEWER & WATER, CORP.
Sheet 11
13.7 No one shall tamper or interfere with the Company's equipment or property, nor
shall repairs, connections or replacements be made without the Company
authorization.
13.8 Whenever an applicant desires service of a character for which there is no
available service classification, a contract may be executed in lieu of a tariff. Any
such contract shall be subject to the approval of the Idaho Public Utilities
Commission.
13.9 Copies of the Company's rates and summary of rules and regulations shall be
available at the Company's office and provided to customers upon
commencement of service, and annually thereafter in accordance with the
UCRR.
Issued by: INTERMOUNTAIN SEWER & WATER, CORP.
Gregory Johnson, President
Effective (date)
4871-7756-0306,v.2.2
421

INTERMOUNTAIN SEWER & WATER, CORP.
Sheet 12
14. Special Provisions or Amendments
14.1 As noted on Schedule 1, and in order to promote water conservation in the area
served, the Company will impose an additional charge for usage in excess of
10,000 gallons in any calendar month.
14.2 Uniform Main Extension Rule for Water Utilities (Based on Order No. 7830)
(Case No. U-1500-22)) is incorporated herein by reference.
Issued by: INTERMOUNTAIN SEWER & WATER, CORP.
Gregory Johnson, President
Effective (date)
4871-7756-0306,v.2.2
422

UNIFORM MAIN EXTENSION RULE FOR WATER UTILITIES
Based on Order No. 7830 (Case No. U-1500-22)
A. GENERAL PROVISIONS AND DEFINITIONS
1. Applicability
a. All extensions of distribution mains from the utility's existing distribution
system, to serve new customers, except for those specifically excluded
below shall be made under the provisions of this Rule unless specific
authority is first obtained from the Commission to deviate therefrom. A
main extension contract shall be executed by the utility and the applicant
or applicants for the main extension before the utility commences
construction work on said extension or, if constructed by applicant or
applicants, before the facilities comprising the main extension are
transferred to the utility.
b. Extensions solely for fire hydrant, private fire protection, resale,
temporary, standby, or supplemental service shall not be made under this
Rule.
c. The utility may, but will not be required to, make extensions under this
Rule in easements or rights-of-way where final grades have not been
established, or where street grades have not been brought to those
established by public authority. If extensions are made when grades have
not been established and there is a reasonable probability that the
existing grade will be changed, the utility shall require that the applicant
or applicants for the main extension deposit, at the time of execution of
the main extension agreement, the estimated net cost of relocating,
raising, or lowering facilities upon establishment of final grades.
Adjustment of any difference between the amount so deposited and the
actual cost of relocating, raising, lowering facilities shall be made within
ten (10) days after the utility has ascertained such actual cost. The net
deposit representing actual cost is not subject to refund. The entire
deposit related to the proposed relocation, raising or lowering shall be
refunded when such displacements are determined by proper authority to
be not required.
2. Definitions
a. Bona Fide Customer, for the purposes of this Rule, shall be a customer
(excluding any customer formerly served at the same location) who has
given satisfactory evidence that service will be reasonably permanent to
the property which has been improved with a building of permanent
nature and to which service has commenced. The provision of service to a
real estate developer or builder during the construction or development
period shall not establish him as a bona fide customer.
b. Real Estate Developer or Builder, for purposes of this Rule, shall include
any individual, association of individuals, partnership, or corporation that
divides a parcel of land into two (2) or more portions.
c. Adjusted Construction Cost, for the purposes of this Rule, shall be
reasonable and shall not exceed the costs recorded in conformity with
generally accepted water utility accounting and sound engineering
practices, and as specifically defined in the, Uniform System of Accounts
i
423

for Water Utilities prescribed by the Commission, of installing facilities, of
adequate capacity for the service requested. If the utility at its option
should install facilities with' a larger capacity or resulting in a greater
footage of extension than required for the service, the adjusted
construction cost for the purposes of this Rule shall be determined by the
application of an adjustment factor to actual construction cost of facilities
installed. This factor shall be the ratio of estimated cost of required
facilities to estimated cost of actual facilities installed.
d. Commission shall mean the Idaho Public Utilities Commission.
3. Ownership, Design and Construction of Facilities
a. Any facilities installed hereunder shall be the sole property of the utility.
In those instances in which title to certain portions of the installation, such
as fire hydrants, will be held by a political subdivision, such facilities shall
not be included as a part of the main extension under this Rule.
b. The size, type, quality of materials and their location shall be specified by
the utility and the actual construction shall be done by the utility or by a
constructing agency acceptable to it.
c. Where the property of an applicant is located adjacent to a right-of-way,
exceeding 70 feet in width, for a street, highway or other public purpose,
regardless of the width of the traveled way or pavement; or a freeway,
waterway or railroad right-of-way, the utility may elect to install a main
extension on the same side thereof as the property of the applicant and
the estimated and adjusted construction costs in such case shall be based
upon such an extension.
d. When an extension must comply with an ordinance, regulation, or
specification of public authority, the estimated and adjusted construction
costs of said extension shall be based upon the facilities required comply
therewith.
4. Estimates, Plans and Specifications
a. Upon request by a potential applicant for a main extension, the utility shall
prepare without charge a preliminary sketch and rough estimates of the
cost of installation to be advanced by said applicant.
b. Any applicant for a main extension requesting the utility to prepare
detailed plans, specifications and cost estimates shall be required to
deposit with the utility an amount equal to the estimated cost of
preparation of such material. The utility shall, upon request, make
available within 45 days after receipt of the deposit referred to above,
such plans, specifications and cost estimates of the proposed main
extension. If the extension is to include oversizing of facilities to be done
at the utility's expense appropriate details shall be set forth in the plans,
specifications and cost estimates.
c. In the event a main extension contract with the utility is executed within
180' days after the utility furnishes the detailed plans and specifications,
the deposit shall become a part of the advance, and shall be refunded in
accordance with the terms of the main extension contract. If such contract
is not so executed the deposit to cover the cost of preparing plans,
specifications and cost estimates shall be forfeited by the applicant for the
main extension and the amount of the forfeited deposit shall be credited
z
424

to the account or accounts to which the expense of preparing said
material was charged.
d. When detailed plans, specifications and cost estimates are requested the
applicant for a main extension shall furnish a map to a suitable scale
showing the street and lot layouts, and when requested by the utility,
contours or other indication of the relative elevation of the various parts of
the area to be developed. If changes are made subsequent to the
presentation of this map by the applicant, and these changes require
additional expense in revising plans, specifications and cost estimates this
additional expense shall be borne by the applicant, not subject to refund,
and the additional expense thus recovered shall be credited to the account
or accounts to which the additional expense was charged.
5. Timing and Adjustment of Advances
a. Unless the applicant for the main extension elects to arrange for the
installation of the extension himself as permitted by Section C.1.c., the
full amount of the required advance or an acceptable surety bond must be
provided to the utility at the time of execution of the main extension
agreement.
b. If the applicant for a main extension posts a surety bond in lieu of cash,
such surety bond must be replaced with cash not less than ten (10)
calendar days before construction is to commence; provided, however,
that if special facilities are required primarily for the service requested,
the applicant for the extension may be required to deposit sufficient cash
to cover the cost of such special facilities before they are ordered by the
utility.
c. An applicant for a main extension who advances funds shall be provided
with a, statement of actual construction cost and adjusted construction
cost showing in reasonable detail the cost incurred for material, labor, any
other direct and indirect costs , overheads, and total costs; or unit costs
or contract costs; whichever are appropriate.
d. Said statement shall be submitted within sixty (60) days after the actual
construction costs of the installation have been ascertained by the utility.
In the event that the actual construction costs for the entire installation
shall not have been determined within 120 days after completion of
construction work, a preliminary determination of actual and adjusted
construction costs shall be submitted, based upon the best available
information at that time.
e. Any differences between the adjusted construction costs and the amount
advanced shall be shown as a revision of the amount of advance and shall
be payable within thirty (30) days of submission of the statement.
6. Assignment of Main Extension Contracts - Any contract entered into under
Sections B and C of this Rule, or under similar provisions of former rules, may
be assigned after settlement of adjusted construction costs, after written
notice to the utility by the holder of said contract as shown by the utility's
records. Such assignment shall apply only to those refunds which become due
more than thirty (30) days after the date of receipt by the utility of the notice
of assignment. The utility shall not be required to make any one refund
payment under such contract to more than a single assignee.
3
425

7. Interpretations and Deviations - In case of disagreement or dispute regarding
the application of any provision of this Rule, or in circumstances where the
application of this Rule appears unreasonable to either party, the utility,
applicant or applicants may refer the matter to the Commission for
determination.
B. EXTENSIONS TO SERVE INDIVIDUALS
1. Free-Footage Allowance - The utility shall extend its water distribution mains
to serve new bona fide customers at its own expense, other than to serve
subdivisions, tracts , housing projects , industrial developments or organized
commercial districts, when the required total length of main extension from
the nearest existing utility facility is not in excess of fifty (50) feet per service
connection.
2. Advances - If the total length of main extension is in excess of fifty (50) feet
per service connection applied for, the applicant or applicants for such service
shall be required to advance to the utility, before construction is commenced,
that portion of the estimated reasonable cost of such extension which exceeds
the estimated reasonable cost of 50 feet of the main extension per service
connection, exclusive of the cost of service pipes, meter boxes and meters.
Such estimated reasonable cost shall be based upon the cost of a main not in
excess of six (6) inches in diameter except where a larger main is required by
the special needs of the applicant or applicants. The amount of the advance is
subject to adjustment in accordance with the provisions of Section A.5.e. of
this Rule.
3. Refunds - The money so advanced shall be refunded by the utility, in cash
without interest, in payments equal to the adjusted construction cost of fifty
(50) feet of the main extension for which advance was made, for each
additional service connection made to said main extension exclusive of that of
any customer formerly served in a reasonable manner at the same location.
At the request of the applicant, refunds shall be made within 180 days after
the date of first service to a bona fide customer. If no request is received
from applicant the utility shall, initiate refunds on an annual basis. No refunds
shall be made, after a period of ten (10) years from the date of completion of
the main extension and, the total refund shall not exceed the amount
advanced.
4. Exceptions - Where a group of five (5) or more individual applicants requests
service from the same extension, or in unusual cases after obtaining
Commission authorization, the utility, at its option, may require that the
individual or individuals advance the entire cost of the main extension as
herein provided and the utility shall refund this advance as provided in
Section C.2. of this Rule.
C. EXTENSIONS TO SERVE SUBDIVISIONS, TRACTS, HOUSING
PROJECTS INDUSTRIAL DEVELOPMENTS OR ORGANIZED
COMMERCIAL DISTRICT
1. Advances -
a. Unless the procedure outlined in Section C.1.c. is followed, an applicant
for a main extension to serve a new subdivision, tract, housing project or
industrial development or organized commercial district shall be required
to advance to the utility, before construction is commenced, the
4
426

estimated reasonable cost of the extension to be actually installed, from
the nearest utility facility at least equal in size or capacity to the main
required to serve both the new customers and a reasonable estimate of
the potential customers who might be served directly from the main
extension without additional extension. The costs of the extension shall
include necessary service stubs, or service pipes, fittings, gates and
housing therefore, and meter boxes, but shall not include meters. To this
shall be added the cost of fire hydrants when requested by the applicant
for the main extension or required by public authority, whenever such
hydrants are to become the property of the utility.
b. If, for any purpose, special facilities are required primarily for the service
requested, the cost of such special facilities may be included in the
advance, subject to refund, as hereinafter provided, along with refunds of
the advance of the cost of the extension facilities described in Section
CA.a. above.
c. In lieu of providing the advances in accordance with Sections CA.a. and
CA.b., the applicant for a main extension shall be permitted, if qualified in
the judgment of the utility, to construct and install the facilities himself, or
arrange for their installation pursuant to competitive bidding procedures
initiated by him and limited to qualified bidders. The cost, including the
cost of inspection and supervision by the utility, shall be paid directly by
applicant. The applicant shall provide the utility with a statement of actual
construction cost in reasonable detail. The amount to be treated as an
advance subject to refund shall be the lesser of (1) the actual cost, or (2)
the price quoted in the utility detailed cost estimate. The installation shall
be in accordance with the plans and specifications submitted by the utility
pursuant to Section A.4.b.
2. Refunds
a. The amount advanced under Sections CA.a., CA.b.; i and CA.c. shall be
subject to refund by the utility in cash, without interest, to the party or
parties entitled thereto as set forth, in the following two paragraphs. The
total amount so refunded shall not exceed the total of the amount
advanced. Except as hereinafter provided, the refunds shall be made in
annual, semiannual or quarterly payments at the election of the utility,
and for a period not to exceed twenty (20) years after the date of the
contract.
b. Whenever costs of main extensions have been advanced pursuant to
Sections C.1.a. or C.1.c., the utility shall determine the revenue received
from customers other than residential, including fire protection agencies,
supplied by service pipes connected directly to the extension for which the
cost was advanced. The refund shall be 22 percent of the revenue so
received. For residential customers connected directly to the extension for
which the cost was advanced, the utility shall refund 22 percent of the
average revenue per residential customer of the entire system for the
immediately preceding 12-month period. (See Section C.2.d. and B.3.)
c. Whenever costs of special facilities have been advanced pursuant to
Sections CA.b. or C.1.c., the amount so advanced shall be divided by the
number of lots to be served by the special facilities. This advance per lot
shall be refunded for each lot on which one or more bona fide customers
are served by those facilities.
s
427

d. With respect to a contract entered into on and after the effective date of
this Rule, if, at any time during the 20-year refund period specified above
80 percent of the bona fide customers for which the extension or special
facilities were designed are being served therefrom, the utility shall
immediately notify the contract holder of that fact, and at that time shall
become obligated to pay, in cash, any balance which may remain
unrefunded at the end of said 20-year period. Such balance shall be
refunded in five (5) equal annual installments, payable beginning 21 years
after the date of the contract.
e. Where a contract has been entered into under a former main extension
rule, and where 80 percent of the bona fide customers for which the
extension or special facilities were designed are being served therefrom,
the utility may negotiate and enter into a new and substitute contract,
identical in all respects, with the original contract, including the original
termination date, except that said substitute contract shall include the
following provisions: "Notwithstanding any other provisions hereof, any
unrefunded balance remaining at the termination date of this contract
shall be paid in five (5) equal annual , installments beginning one (1) year
after, said termination date."
3. Termination of Main Extension Contracts
a. Any contract entered into under Section C of this Rule, or under similar
provisions of former rules may be purchased by the utility and terminated,
after first obtaining the authorization of the Commission, at any time after
the number of bona fide customers then receiving service from the
extension for which the advance was made equals at least 60 percent of
the total number of bona fide customers for which such extension was
designed by the utility and the terms are otherwise mutually agreed to by
the parties or their assignees and that, Section C.3.b. and Section C.3.c.
hereof are complied with.
b. The utility, in requesting authorization for such termination shall furnish to
the Commission the following information in writing by an advice letter in
the event the termination is to be accomplished by payment in cash, or by
a formal application:
(1)A copy of the main extension contract, together with data
adequately describing the development for which the advance was
made and the total adjusted construction cost of the extension.
(2)The balance unpaid on the contract, as above defined, as of the
date of termination and terms under which the obligation is
requested to be terminated.
(3)The name of the holder of the contract when terminated.
(4) The total number of bona fide customers for which the extension
was designed and the number of bona fide customers actually
receiving service on said extension as of the proposed date of
contract.
c. Discounts obtained by the utility for contracts terminated under the
provisions of this Section shall be accounted for by credits to Account 265
- Contributions in Aid of Construction.
6
428

Intermountain Sewer and Water, Corp.
Application for Certificate of Convenience and Necessity
Additional
Charges and
Fees (Hookup,
Reconnection ,
Late Fees, Etc.)
F
Intermountain Sewer and Water,Corp. -Application for CCN -Additional Charges and Fees
4892-2258-3037,v. 1.1
429

Additional Fees and Charges
Intermountain Sewer & Water, Corp.
1. Late Payment Charge—
a. 12% per annum or 1% monthly. This charge is
applicable to the unpaid balance at the time of the next billing date.
2. Reconnection Fee—
a. Regular Hours: $100.00 for reconnections, which shall bear interest from the due
date at the rate of 18% per annum or at the highest rate allowed by law if such rate
is less than 18%.
b. After Hours: Additional charge of$75.00 per hour on a time and materials basis.
3. Insufficient Funds —
a. $20.00 charge for transactions that result in insufficient funds notices. Late
payment charges will also apply.
4. Customer Requested Service Calls —
a. During Hours: $75.00 per hour
b. After Hours: $75.00 per hour
5. Hookup Charges —
a. Meter Installation: $400.00
b. Meter Testing: $75.00 per hour
4854-2823-6020,v. 1.1
430

WATER RATES EMERGENCY CONTACT Intermountai
Customer Charge per Month (Flat): Tom Mehiel
208-454-2706
1-1 units test.Years $71.00* n Sewer &
101-2-250 units(est.Yearsrs 3-3-4): $67.00* Valley Hydro, Inc.
251-500 units(est.Years 5-6): $63.00* 1904 E. Beech St.
501-1000 units(est.Years 7-8): $58.00* Caldwell, ID 83605
1,001 to 2,000 units test.Years 9-10$53.00 Water, Corp .
2,001+ units(est.Years 10+): $48.00*
*First 10,000 gallons monthly;usage in excess of 10,000
gallons in any calendar month will incur charges of
$0.0003 per gallon.
This is a summary of the rules as
MISCELLANEOUS CHARGES determined by Idaho Public Utilities
• Account Initiation Charge: Commission (IPUC). These rules
Regular Hours $25.00 cover the rights and responsibilities
• Reconnection Charge for Non-payment
or Cross Connection Control: of the customer and the utility. An
Regular Hours: $100.00 explanation of rate schedules has
After Hours:$100.00 plus$75/hour
• Late Payment Charge: 1% monthly also been included.
• Returned Payment Charge: $20.00
• Meter Testing Charge: $75.00/hour Questions concerning this information
• Customer Requested Service Call:$75.00
may be directed to:
per hour
• New Service Hookup Charge: $400.00
In most cases, these charges must be paid Intermountain Sewer & Water, Corp.
prior to service being provided or restored. P.O. Box 344
Meridian, ID 83680-0344
REGULAR business hours are defined as 208-888-9946
8:00 a.m. to 5:00 p.m., except holidays https://[INSERT]
recognized by the State of Idaho, and OR
weekends.
See the Company's Tariff for details on Idaho Public Utilities Commission
charges, fees, and rates at Consumer Assistance
http://www.puc.idaho.gov PO Box 83720
DEPOSIT Boise, ID 83720-0074
The IPUC rules allow utilities to ask for 208-334-0369
deposits or payment guarantees under
specific conditions. At this time, the 800-432-0369
Company does not require deposits or
payment guarantees. http://www.puc.idaho.gov
4885-3244-3892,v. 1.3
431

TERMINATION RULES 2. At least twenty-four(24) hours before the Termination of service is prohibited while a
Summary of Rules and Regulations of the service is terminated, another attempt shall complaint is pending with the Commission or
Idaho Public Utilities Commission (IPUC) be made to contact the customer in person with a court in the State of Idaho.
Governing Customer Relations of Natural or by telephone. (Final Notice)
Gas, Electric and Water Public Utilities 3. If service is not terminated within twenty- The Commission's Utility Customer Relation
A utility may terminate service to a customer one (21) calendar days after the proposed Rules are available on the IPUC's website.
without his/her permission after adequate termination date, another initial and final IMPORTANT REMINDERS
notice for the following reasons: notice are required.
1. Failure to pay an undisputed past due bill, 4. No additional notice is required if, upon • It is the customer's responsibility to repair
or when payment is made with a receipt of a termination notice, the any water leaks or damage to the service
dishonored check or electronic payment. customer makes a payment arrangement line from the meter to the home, in the
2. Failure to make security deposit where it is and fails to keep it, or when payment is home, or on the customer's premises.
required. made with a dishonored check or Preventing lines from freezing and
3. Failure to abide by terms of a payment electronic payment. making prompt repairs, if necessary,
arrangement. WHEN TERMINATION IS NOT ALLOWED result in lower bills and conserves water.
4. Customer or applicant misrepresented 1. The unpaid bill totals less than fifty dollars • Make sure you know where the main
their identity for the purpose of obtaining ($50) or two (2) months service, whichever water shutoff valve in your house is
utility service. is less. located in case you have a plumbing
5. Customer or applicant denied or prevented 2. The unpaid bill is for service to another emergency.
the utility's access to the meter. customer. • Fire Hydrant
6. Willful waste of service through improper 3. The unpaid bill results from the purchase Any customer with a hydrant located on
equipment or otherwise. of non-utility goods or services. their property is responsible to make sure
7. Customer or applicant is a minor not 4. Terminations are not allowed on Friday, that access to the hydrant is not blocked
competent to contract as defined by Idaho Saturday, Sunday, legal holidays by landscaping, trees, shrubs, or fences.
Code. recognized by the State of Idaho, the day Fire department personnel must be able
8. Customer or applicant owes money on an preceding legal holidays, or at any time to reach all sides of a hydrant.
existing account or from a previous when the company is not open for Meter Access
account for service provided within the business. Company personnel must be able to
past four years. MEDICAL EMERGENCY reach all sides of a meter easily. The
A utility may deny or terminate service If the customer or a member of the customer's customer must make sure that access to
without prior notice to the customer or family is seriously ill or has a medical the meter is not blocked by landscaping,
applicant and without his/her permission for emergency, the utility will postpone termination trees, shrubs, or fences. Typically, the
one or more of the following reasons: of service for thirty(30) days if a written meter cover is located near where the
1. A situation exists that is immediate) water line enters the property.
Y certificate signed by a licensed physician or 811— Before You Dig
dangerous to life, physical safety, or public health official is received.
property. Idaho Code, Chapter 22, Sections 55-
2. The utility is ordered to terminate service PAYMENT ARRANGEMENTS 2201 to 55-2210 requires anyone digging,
by any court, the Commission other duly The Company may assist you by making payment including homeowners, to contact Digline
authorized public authority. arrangements not requiring immediate payment in 2 to 10 business days before starting
obtained, dverted, or used full. Please contact us prior to the Final Date to work.
3. The service i
without the authorization knowledge of arrange such a payment plan. Call 811 or 800-342-1585
the utility. COMPLAINT PROCEDURE (http://www.digline.com)
4. The utility has made a diligent attempt to An informal or formal complaint concerning the
notify the customer of termination, but has termination of service, policies and practices, NOTE: No one, except an authorized agent
been unable to make contact. or any other matter may be filed directly with of Intermountain Sewer&Water, Corp., shall
NOTIFICATION the utility. If the customer is dissatisfied with tmmncr Xniith intcrfcrc%AAth rcnnir rnnncrt to
4885-3244-3892,v. 1.3
432

4885-3244-3892,v. 1.3
433

Intermountain Sewer and Water, Corp.
Application for Certificate of Convenience and Necessity
�1
Q �
CPCN Notice
Mayfield Springs Planned Community-Application for CCN -CCN Notice
4871-5898-5469,v. 1.1
434

[DATE]
Via [METHOD OF DELIVERY]
[CUSTOMER ADDRESS]
RE: Notice of CPNC Application [CASE NUMBER]
Dear [WATER USER],
This letter is to provide you notice that Intermountain Sewer &Water, Corp. ("Water Provider"), which
owns the drinking water delivery system servicing your lot, has applied to Idaho Public Utility Commission
("PUC")for a Certificate of Convenience and Necessity("CPNC")to operate as a public utility(collectively,
the "Application"). The Water Provider's representative in this matter is [NAME, CONTACT].
You are on further notice that the Water Provider's application and supporting documentation for this
CPNC are available for public inspection during regular business hours at the PUC's office. These
documents are also available on the PUC's website at www.puc.idaho.gov. Click on the "WATER" icon,
select "Open Cases," and click on the case number as shown in the subject line above. The PUC's contact
information is below:
Idaho Public Utility Commission
P.O. Box 83720
Boise, Idaho 83720-0074
[phone]
The service area associated with the Application is the Planned Community of Mayfield Springs. The
proposed rates for water use include a base amount that follows a year-to-year adjustment model as
follows:
Water Monthly Base Charge Year 1: $88.33
Water Monthly Base Charge Year 2: $79.33
Water Monthly Base Charge Year 3: $67.67
Water Monthly Base Charge Year 4: $65.33
Water Monthly Base Charge Year 5: $65.06
Very truly yours,
[NAME,TITLE]
Intermountain Sewer&Water, Corp.
4893-2442-0596,v. 1
435

Intermountain Sewer and Water, Corp
Application for Certificate of Convenience and Necessity
�1
Q �
Sample
Documents
-- -- ---
Mayfield Springs Planned Community-Application for CCN -Sample Documents
4882-1588-4541,v. 1.1
436

Mayfield Springs Public Works
Pay/Manage your account online at: ©Questions? Please contact
https://XXXXXXXX.com For water us at: Acct • Due
Date
Amount Due
emergencies contact: [phone]
Tom Mehiel Valley Hydro 208 454 2706 M-F: 8am to 5pm 4002 Apr 30,2025 $ 22.00
Your Water Usage Profile • I I • _ •
Service to: Account Number: 4002
275 Chevy Dr Service Address: 275 Chevy Dr
Service Period: 03/01/2025 - 03/29/2025
Meter:58548205 Date of Bill: 04/02/2025
Your next meter reading is on or about Apr 28,2025. •
This section helps you understand your year-to-year water use by Meter Number Previous Read Current Read Usage(gal)
month.Meter reading are actual unless otherwise noted. 58548205 3/1/25 3/29/25 3,000
Water TBD
May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr CURRENT CHARGES $TBD
■Prior Year ■Current Year
Billing Period •- Reading PREVIOUS BALANCE $0.00
Mar 29 Actual Read 9,147
TOTAL DUE $22.00
Mar 01 9,144
28 Days Gallon Billed 3,000
*indicates an estimated read Due Date 04/30/2025
Important Notice Manage Your Account
Pay Your Bill Online Options
Online: Visit •Make a payment,view your bill and
https://xxxxxx account history
Phone: Call2088889946
Mail: To address below Enroll in paperless billing and autopay
Autopay: See website to enroll
Card: Visa,Mastercard or Discover
(service fee applies)
Return this stub with a check payable to Mayfield Springs Public Works
Mayfield Springs Public Works Name: Customer
Account Number: 275 Chevy Dr
For Intermountain Sewer and Water, Corp. Service Address 004002
P.O. Box 344 Service Period 03/01/2025 - 03/29/2025
Billing Date 04/02/2025
Meridian, ID 83680 Due Date: 04/30/2025
Sign up for Automatic Bill Pay by visiting our website at TOTAL DUE
https://XXXXXX.com.
Mayfield Springs Public Works
P.O. Box 344
CUSTOMER Meridian, ID 83680
275 Chevy Dr
Mayfield, ID 83716
437

Intermountain Sewer&Water, Corp. PO Box 344
P.O. Box 344 Meridian, ID 83680
Meridian, ID 83680-0344 Office phone: [phone]
Emergency Phone: [phone]
Email: [xxxxxxx@xxxx]
NOTICE OF INTENT TO TERMINATE SERVICES
Account Number: [customer account#]
Service Address: [customer service address (mailing also if different)]
TERMINATION DATE: [Date]
BALANCE DUE: [$xx.xx]
You are hereby notified that you are delinquent in payment for water service provided to you
by Intermountain Sewer&Water,Corp. The balance owed on your account is indicated above.
If this balance is not paid or if payment arrangements are not made before the date shown
above, then YOUR WATER SERVICE WILL BE DISCONNECTED.
To avoid termination of service,you must contact Intermountain Sewer&Water, Corp. before
the Termination Date to make a payment arrangement or pay in full. Please call on weekdays
between [TIME a.m.] and [TIME p.m. ]
Termination may be delayed by:
1. Providing a medical certificate advising us of the existence of a Medical Emergency;
or
2. Filing a complaint regarding the proposed termination with the Idaho Public
Utilities Commission, PO Box 83720, Boise, ID 83720-0074
(800-432-0369 or 208-334-0369).
Service will not be terminated prior to resolution of a filed complaint. Termination of service
does not relieve you of your obligation to pay for all services prior to termination.
Should service be terminated, a charge for restoration of service of $100.00 during regular
office hours, and an additional charge of$75.00 per hour for other than regular business hours
must be paid in addition to the account balance prior to restoration of service.
If you are unable to pay your bill in full, Intermountain Sewer & Water, Corp. is willing to
work with you to arrive at reasonable payment arrangements to avoid termination.
Remember,your water will be turned off on or after the Termination Date shown above unless
you act before that date.
1
4863-0604-9268,v. 1.1
438

Intermountain Sewer&Water, Corp. PO Box 344
P.O. Box 344 Meridian, ID 83680-0344
Meridian, ID 83680-0344 Office phone: [phone]
Emergency Phone: [phone]
Email: [xxxxxxx@xxxx]
FINAL NOTICE - WATER TERMINATION
Account Number: [customer account#]
Service Address: [customer service address (mailing also if different)]
TERMINATION DATE: [Date]
BALANCE DUE: [$xx.xx]
You were recently notified that you are delinquent in payment for water service provided to
you by Intermountain Sewer & Water, Corp. The balance owed on your account is indicated
above.
If this balance is not paid or if payment arrangements are not made before the date shown
above, then YOUR WATER SERVICE WILL BE DISCONNECTED.
To avoid termination of service,you must contact Intermountain Sewer&Water, Corp. before
the Termination Date to make a payment arrangement or pay in full. Please call on weekdays
between [TIME a.m.] and [TIME p.m. ]
Termination may be delayed by:
1. Providing a medical certificate advising us of the existence of a Medical Emergency;
or
2. Filing a complaint regarding the proposed termination with the Idaho Public
Utilities Commission, PO Box 83720, Boise, ID 83720-0074
(800-432-0369 or 208-334-0369).
Service will not be terminated prior to resolution of a filed complaint. Termination of service
does not relieve you of your obligation to pay for all services prior to termination.
Should service be terminated, a charge for restoration of service of $100.00 during regular
office hours, and an additional charge of$75.00 per hour for other than regular business hours
must be paid in addition to the account balance prior to restoration of service.
If you are unable to pay your bill in full, Intermountain Sewer & Water, Corp. is willing to
work with you to arrive at reasonable payment arrangements to avoid termination.
Remember,your water will be turned off on or after the Termination Date shown above unless
you act before that date.
1
4880-5559-8324,v. 1.1
439