20240111Application.pdf

VP Inc.
PO Box 1785
Sandpoint, ID 83864-0903
January 9, 2024
Commission Secretary
Idaho Public Utilities Commission
PO Box 83720
Boise, Idaho 83720-007 4
RE: Final Order No. 35998 Application for a Certificate of Public Convenience and Necessity
The VP Inc. Public Water System supplies water to a 74-lot subdivision in Bonner County, Idaho.
Water will be used for in-home potable purposes, lawn irrigation, and fire protection. The Water
System is located primarily off Lower Pack River Road North of Highway 200 in Bonner County, Idaho.
The legal description of the subdivision is the First and Second Additions to Hidden Lakes and Lots 1,2,
and 3 of Mary's Pack River Lots, tracts of land located in a portion of the East half of Section 36, Township
58 North, Range 1 West, Boise Meridian, Bonner County, Idaho. The wells and pump house are located
on Jim Brown Way.
A Certificate Application is enclosed together with the required supplemental information. The purpose of
this application is to request the Commission to issue a Certificate of Public Convenience and Necessity
(CPCN) authorizing VP Inc. to operate as a public utility in the state of Idaho and to serve the
geographical area requested above.
SF~ <tv:lJJJ·
Richard A Villelli; f i,-,e, -z ~ <l..i;z vi. t
Enclosed: Application & Appendices
RECEIVED
Thursday, January 11, 2024 5:32PM
IDAHO PUBLIC
UTILITIES COMMISSION
CASE NO. VPI-W-24-01
Name of small water company (SWC): VP Inc.
Name and title of primary contact person: Richard A. Villelli
Telephone number(s) for primary contact: 208-660-8474
SWC Mailing address: PO Box 1785
City, State Zip: Sandpoint, ID 83864-0903
Street address for SWC if different from mailing address: 517 Lakeshore Ave Unit 204
City, State Zip: Dover, ID 83825
Email address: [e-mail]
Review the following questions and include applicable information:
1. Type of business organization that the SWC is registered under: (Corporation, LLC, Partnership or
Proprietorship) Corporation
2. In what state is the company organized? Idaho
3. Is the company registered with the Idaho Secretary of State (ISOS) and authorized to do business in
Idaho? Yes
4. Attach copies of applicable by-laws, articles of incorporation and/or other organizational documents
on file with the ISOS. Attached as Exhibit 1
5. Are there any affiliated companies with which the water system shares office space, employees,
expenses or provides services to the water system? If there are, please attach a detailed description of
the relationship, otherwise indicate no. No
6. Attach a legal description for the certificated area to be served and a map. Attached as Exhibit 2
7. Attach a map of the area showing the location of wells, reservoirs, water lines, booster pumps, valves,
etc. for your system. Also indicate the locations and names of all public utilities, corporations, or persons
with which the utility will likely compete. Attached as Exhibit 3
8. Attach the most recent DEQ Sanitary Survey (if applicable). Attached as Exhibit 4
9. Identify the Certified water system operator and certificate number. Robert Hansen, DWD2-13440,
DWT2-10694
10. Is the system approved by the Idaho Department of Environmental Quality (DEQ) or local health
district? Yes/No Yes
11. Attach information showing the water rights license or permit owned by the water utility. Attached as
Exhibit 5
12. Attach the anticipated schedule of construction including proposed date to begin providing service.
Not applicable
13. Attach the estimated cost for utility construction and statement of anticipated annual maintenance
costs. Not applicable
14. Attach a statement of the manner in which the applicant proposes to finance new utility
construction. Not applicable
15. Number of customers currently connected to system. 74
Number of Residential accounts 74
Number of Commercial accounts 0
16. Number of customers ultimately to be served by the system.
Number of Residential accounts 74
Number of Commercial accounts 0
17. Attach monthly water production data from all sources. Attached as Exhibit 6
18. Attach monthly consumption data for the various types of customers currently connected to the
water system. No consumption data available
19. Attach a description of proposed rates and charges. Attached as Exhibit 7
Note: Separate rates between residential and commercial customers’ rates. Typically, water rates are
either a flat monthly charge regardless of the amount of water consumed or a metered rate with a basic
charge that includes a block of water (000s of gallons or 00s of cubic feet) plus a commodity charge for
consumption in excess of the initial block included in the basic charge.
20. Attach a set of detailed financial statements (income and balance sheet) for the most recent three
years for the water system (one or two if new company) or a detailed budget for a new system with no
financial history. Attached as Exhibit 8
21. Attach a list of current customers and mailing addresses. Attached as Exhibit 9
22. You are required to inform your customers (if any) of the Application. The notice should briefly
describe the service area and proposed rates. It should include the Commission’s phone number (208)
334-0300 and mailing address: Commission Secretary, Idaho Public Utilities Commission, PO Box 83720,
Boise, Idaho 83720-0074. Have the existing customers been notified? (Yes/No) No, notice will be added
to next billing statement. Has the Company issued a Press Release? (Yes/No) No
23. Attach samples of:
Bill statement - Attached as Exhibit 10
Reminder Notice - Termination of Service – Attached as Exhibit 11
Final Notice - Termination of Service – Attached as Exhibit 12
Annual Rules Summary – Attached as Exhibit 13
Company Tariff –including General Rules and Regulations (see Model Tariff 2008) - Attached as Exhibit 14
Company Main Extension Rules – (see Model Uniform Main Extension Rule of Water Utilities 2009) -
Attached as Exhibit 15
Addition items required by the Final Order:
(1) evidence of the physical separation of its water system from that of Valiant; Has not been completed,
it is planned to take place in the Spring of 2024 as weather permits.
(2) acknowledgement of the separation by the DEQ; See above
(3) a comprehensive list of assets required to serve its customers; Attached as Exhibit 16
(4) a legal description and system map of its proposed service territory that shows the location of its
infrastructure, current customers, and any potential expansion within its proposed service territory;
Attached as Exhibit 2, Exhibit 3, and Exhibit 17
(5) complete design documentation and installation drawings of its water system; Attached as Exhibit 18
(6) a tariff containing proposed rates and an Explanation of Rates and Annual Rules Summary. Included
with application. Attached as Exhibit 14

Exhibit 1
VP Bylaws
State of Idaho
CERTIFICATE OF INCORPORATION
OF
VP, INCORPORATED
File number C 106766
I, PETET. ClilNARRUSA, Secretary of State of the State of Idaho, hereby certify
that duplicate ori,mals of Articles of Incorporation for the incorporation of the above
named corporation, duly signed pursuant to the provisions of the Idaho Business
Corporation Act, have been received in this office and are found to conform to law.
ACCOltDINCL Y and by virtue of the authority vested in me by law, I issue this
Certificate of Incorporation and attach hereto a duplicate original of the Articles of
Incorporation.
Dated: June 23, 1994
~tf["'l~
SECRETARY OF STATE
uJ ART?CLII OF ?BCORPOllT?OB -~ i~ 2
1,<l "-c..! 0 C"":)
OF
VP, IBCORPORATBD '"",. "" ta110
~Thj!Lndersiqned, acting as Incorporator of a Corporation u6er a;
the Idaho Business Corporation Act, adopts the following Articles
of Incorporation for such Corporation.
MTIQLI I
The name of the Corporation is VP, Incorporated.
IBTICLI II
IJJRPQII
The purpose or purposes for which the Corporation is organized
are to transact all lawful business for which corporations may be
organized under the Business Corporation Act of the state of Idaho.
ARTICLI III
PJJBI.TIQlf
The period of duration of the Corporation is perpetual.
ARTICLI IY
SQBIS
The total authorized stock of the Corporation is 10,000 shares
of common stock, having a par value of $1.00 per share.
ARTICLI Y
IIQI-CJJMQLITIYI YQTIIG
The shareholders shall not have the right of cumulative voting
ARTICLII OF IBCORPOllTIOB -1
u
" •
aa provided by Idaho Code S30-1-33(d),
AR'l'ICLB YI
PBIIIU'ID BIQ'l'I
The ahareholdera of the Corporation •hall have no preemptive
right, by virtue of Idaho Code 530-1-26, to buy, purchaae or
acquire atock isaued or to be issued by the Corporation.
AR'l'ICLI VII
BIGil'l'IBIP QUICB
The addreas of the initial regiatered office is 218 Cedar
Street, Sandpoint, Idaho 83864, The initial regiatered agent at
that addreaa ia Roberta A, Boatock.
AR'l'ICLB VIII
DIRICTORI
The initial Board of Directors shall consist of two director•,
and the names and addreases of the persons who shall serve as
director• until the firat annual meeting of shareholders or until
their auccessors can be elected and qualified are:
lWlll
Barbara J. Huguenin
Richard A, Villelli
AR'l'ICLI II
IYLUI
Address
218 Cedar Street
Sandpoint, Idaho 83864
HCR 61, Box 169
Bonners Ferry, Idaho 83805
The initial Bylaws of the Corporation •hall be adopted by the
Board of Directors. The power to al tar, amend or repeal the Bylaws
or adopt new Bylaws, subject to repeal or change by action of the
lUtTICLBS OP I■CORPOIIATIOW - 2
■harehold■r■, ehall be ve■ted in th• Board of Director■• Th•
Bylaw■ aay contain any provi■ion■ for th• regulation■ and
aanag-,it of the affair• of th• corporation not incon■i ■tent with
law or th••• Article• of Incorporation a■ the ■am.a aay be aaended
fro• ti-to ti••·
MTJQLI I
!IPIPJIIAIIIQI Al Pll191911, ArrJCDI 1 IIPirODll1 ID MIDI
Th• corporation uall have th• right to enter into ■uch
agreement■ and arrangement■with it• director■, officer■, .. ploy•••
and agent■ to provide for their indeanification While acting for
and on behalf of th• corporation, pur■uant to Idaho Code 530-1-5.
MTJQLI II
IICOIPOIIT91
The name and bU■ine•• addre•• of the Incorporator i• a■
follow■:
llUla
Denni• R. Duty
Addraa1
218 Cedar Street
Sandpoint, Idaho 83864
IN'WITNESI WERBOF, the under■igned Incorporator of the above-
named Corporation, ha■ hereunto ■igned these Article• of s,--
Incorporation on thi• -Z I day of June, 1994.
UTICL■I OW INCORPORa.TIOB -3
STATE OF IDAHO )
: ...
County of Kootenai )
On thia.21.,t/:day of June, 1994, before me, Janet D. Robnett,
the under■igned Notary Public, per■onally appeared Dennis R. Duty,
known or identified to me to be the person whose name is subscribed
to the within inatrument, and acknowledged to me that he executed
the ■ame.
(SEAL)
111110\00001\PIOO
tary Publi for Idaho
eaiding at Coeur d'Alene
Commi■sion Expires: 4/26/97
.1.RTICLBS OW I•COJUl'OllTIOB -4

Exhibit 2
Legal Description of Service Area
Legal Description of Service Area

First Addition to Hidden Lakes
A tract of land located in a portion of the East half of Section 36, Township 58 North, Range 1 West, Boise
Meridian, Bonner County, Idaho
Second Addition to Hidden Lakes
A tract of land located in a portion of the East half of Section 36, Township 58 North, Range 1 West, Boise
Meridian, Bonner County, Idaho
Lots 1,2, and 3 of Mary’s Pack River Lots
A tract of land located in a portion of the East half of Section 36, Township 58 North, Range 1 West, Boise
Meridian, Bonner County, Idaho

Exhibit 3
Infrastructure Map
1/4/2024, 3:00:06 PM
[00] Well House
~' Storage Reservoir
-$-Well
-WaterMain
VP
0 0.05
0 0.07
Esri, HERE, iPC, Maxar
1 :8,500
0.1
0.15
0 19 mi
0.3 km
ArcGIS Web AppBuilder
IDWR I Idaho Department of Water Resources (IDWR)

Exhibit 4
Most Recent Sanitary Survey
May 4, 2018

Mr. Robert Hansen, Operator & Administrative Contact
Idaho Club 67 Wild Horse Trail
Sandpoint, ID 83864
[e-mail]

Re: Sanitary Survey for Idaho Club water system ID1090195
Dear Mr. Hansen:

Thank you for your assistance in conducting the sanitary survey of the Idaho Club water system on
April 19, 2018. No significant deficiencies were identified at the time of the survey. We found the water system to be in substantial compliance with the Idaho Rules for Public Drinking Water Systems.
It will continue with its approved designation.

Deficiencies, requirements and recommendations are listed at the conclusion of the enclosed report.
Also included with this report is a photo log of the inspection. Please submit the requested documents or a plan of correction (POC) for these requirements within 30 days of the receipt of this letter that will list the dates when compliance will be achieved. The POC is a simple narrative document that lists the
deficiencies and additional requirements, how they will be corrected, and the date by which corrections
will be completed. Please allow yourself adequate time to address the problems so that time extensions
will not be necessary. If you have any questions regarding this survey, please do not hesitate to contact me at the DEQ office
in Coeur d'Alene. We are located at 2110 Ironwood Parkway; my phone number is 208 666-4630.

Sincerely,
Jean Felker
Drinking Water Analyst
[e-mail]

c: Anna Moody, Drinking Water Supervisor, [e-mail] EDMS File: Idaho Club ID1090195 (2018ACA3801 / 2018ACA3800 / 2018ACA3799)

2110 Ironwood Parkway, Coeur d’Alene, ID 83814 [phone] C. L. “Butch” Otter, Governor John H. Tippets, Director
STATE OF IDAHO
DEPARTMENT OF ENVIRONMENTAL QUALITY

1

IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DRINKING WATER SUPPLY REPORT
2018
PWS NUMBER: ID1090195
SYSTEM: Idaho Club
INFORMATION OBTAINED FROM: Robert Hansen, Operator & Administrative contact
COUNTY: Bonner County INSPECTOR: Jean Felker, DEQ, accompanied by Katy Baker-Casile, DEQ DATE OF SURVEY: April 30, 2018
NUMBER OF CONNECTIONS: 81 POPULATION SERVED: 314

FIELD SURVEY DATA
The Idaho Club water system (water system) is a privately owned community water system
serving the Hidden Lakes subdivision and Idaho Club Homeowners Association, Inc. The water
system is currently administered by VP, Inc. with mixed ownership; the water system is currently
in the process of legal determination of ownership of the water system components. No further
discussions of ownership or future development plans are included in this sanitary survey narrative.

The water system is located in Bonner County, Idaho, approximately 3.5 miles east of Sandpoint
along state highway 200. The water system currently consists of two drilled wells (well field),
three reservoirs, two booster stations and distribution mains serving the Idaho Club community. The system serves 81 connections and approximately 314 people. The designated operator in
charge, Robert Hansen, was onsite at the time of the survey.

The Source Water Assessment (SWA) for well 1 (E0005651) was completed on April 27, 2001.
Potential contaminant information was updated on August 16, 2016. Well 2 (DEQ tag EO009167; IDWR Tag D0013791) was not assessed per the SWA data base.

Sources
Well 1 (E0005651) is a 6-inch well drilled in 1985 to a depth of 165 feet and is capable of
producing approximately 100 gpm. The casing extends at least 12 inches above ground level and is fitted with a watertight, vented well cap. The well is equipped with a 5 horsepower
submersible pump rated at 45 gpm. The pump is controlled by a float switch in the lower
reservoir. Well 1 is used as a back-up source.

No existing ground water problems have been identified by the SourceWaterAssessment report completed in 2001. Potential contaminant information was updated on August 16, 2016. The
GWUDI (Ground Water Under Direct Influence of Surface Water) assessment was completed
June 21, 2000 and determined that no surface water is influencing the ground water source.
Well 2 () is a newer 8-inch well drilled in October 2000 to a depth of 160 feet and is capable of producing approximately 200 gpm. This is the main well serving the subdivision and is located
outside as well. The casing extends a minimum of 18 inches above ground level, is properly
sealed, and is fitted with a water tight, vented well cap.

2

Both wells have separate pump controls and flow meters which are located inside the wood
framed pump house approximately 200 feet west of well 1 and approximately 40 feet from well
2. The pump house is insulated and heated, with a concrete floor and is securely locked to
prevent unauthorized access. There were no toxic or hazardous materials noted on site at the time of the survey. Both wells can be flowed to waste by using the valves located inside the pump
house; the flow to waste outlet pipes are properly screened. Smooth nose source water sample
taps for each well are inside the pump house.

The Idaho Club water system voluntarily provides disinfection by flow proportional injection of sodium hypochlorite. Since the previous survey conducted in 2013, the chlorine holding tank has
been vented to the outside. However, to prevent the continued venting into the pump house, the
holding tank where the tubing exits should be sealed. It was discussed during the survey to seal
the top of the holding tank where the tubing exits the tank to prevent the continued venting into
the pump house.
Storage and Pumping Stations The mid-level storage tank is a below ground 45,000 gallon concrete tank. The tank rides on the
system and is located on the north side of highway 200, off Olympic Drive, on a hillside 190 feet
above the well on a hillside and to the northwest of the well field, on the north side of the highway, off Olympic Drive. This storage tank pumps up to the upper storage tank and has no
distribution connections between the two tanks. The reservoir has a 3-foot by 5-foot concrete
riser fitted with a locking steel cover. The hatch seal is deteriorated and must be replaced as
routine maintenance this summer. The storage tank vents and flow to waste drain are properly
screened. The hatch is securely locked. A 3 horsepower submersible pump is controlled by a float switch in the upper storage tank.

The upper storage tank is a 20,000 gallon concrete tank is on the north side of the highway
serving the original development. The reservoir is below grade and rides on the upper portion of
the distribution system. The reservoir has a concrete riser with a locking steel cover. The concrete is disintegrating around the hatch lid area and needs to be repaired to prevent further
deterioration and to prevent any additional concrete from dropping into the storage tank water.
The seal on the hatch must also be replaced.

The newest and largest south side hilltop storage tank is a 225,000 gallon concrete tank located on the south side of the highway on the hilltop serving the latest development. It is a two
chambered tank that has four screened vents, four hatches, and two flow to waste drain lines with
flapper valves. None of the four hatches were secured with a padlock. These hatches must be
securely locked at all times when not on site. The two chambers can be valved-off individually
for maintenance purposes and continue to provide pressure to the south side distribution, which currently consists of 12 houses.

Water is pumped from the wellfield to booster station 1, which in turn pumps to the upper
booster station 2 and then feeds into the 225,000 gallon reservoir, which then provides gravity
flow to the development located on the south side of the highway. Three 20 horsepower Baldor VFD pumps are in place in pump station 1. Adequate heat, light, and ventilation are available.
The ventilation is provided through the screened roof vents and the attic hatch was when left
open for ventilation. A transfer switch and quick connect generator tie in exists on the outside of
the building in case a portable generator is needed.

3

Booster station 2 is also located on the south side of Hwy 200 farther uphill. Three 20
horsepower VFDs pump to the south side hilltop storage tank where water is provided by gravity
flow to distribution to the 12 homes in the south side development.
There was is adequate heating, lighting and ventilation. No hazardous chemicals or items where
on site at either booster stations during the survey. This booster station also has an exterior
electrical tie in for a portable generator as needed. The two vaults adjacent to the booster station
were not locked. These must be secured and kept locked when not on site.
Distribution The system currently serves 81 service connections, all of which are metered. The distribution
lines consist of 6- and 8-inch PVC pipe. The water system is able to maintain a minimum
pressure of 40 psi during maximum demand conditions. All water mains that provide fire flow
have a diameter of at least 6 inches. All dead ends are flushed at least semiannually and all valves are exercised and flushed at least annually.

There was one known interruption of service reported last April, 2017, which included pressure
loss with a planned shut down in an isolated area of distribution. Public notification was hand
delivered to each user in the affected area per Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08).

As a reminder, if at any time there is a depressurization event where pressure is known to have
fallen below 20 psi, the water supplier must notify DEQ, provide public notice to the affected
customers within twenty-four (24) hours, and disinfect or flush the system as appropriate. When sampling and corrective procedures have been conducted and after determination by the DEQ
that the water is safe, the water supplier may re-notify the affected customers that the water is
safe for consumption. The water supplier shall notify the affected customers if the water is not
safe for consumption.
A cross connection control program and articles of incorporation related to its enforcement are in
place as required by the Rules (IDAPA 58.01.08.552.06). Idaho Club water system is actively
enforcing its cross connection control program. Service connections that have in-ground
sprinkler systems are required to have double check valve assemblies installed and must be
annually tested and inspected. Per the operator, annual back flow inspection results are required and maintained by the water system.

The water system must ensure that cross connections do not exist or are isolated from the potable
water system by an approved backflow prevention assembly. Backflow prevention assemblies
shall be inspected and tested annually for functionality by an Idaho licensed tester, as specified in Subsection 552.06.c. Annual backflow testing of all backflow assemblies installed on
underground sprinkler systems within distribution is required.

Since the time of the last survey, the minimum requirements of a Cross Connection Control
program have been revised to include the following: “Assemblies that cannot pass annual tests or those found to be defective shall be repaired, replaced or isolated within 10 business days. If
the failed assembly cannot be repaired, replaced or isolated within 10 business days, water
service to the failed assembly shall be discontinued.”

4

The following Rule citation (IDAPA 58.01.08.552.06.a-e) lists the minimum requirements of a
Cross Connection Control Program:
Cross Connection Control Program - Community Water Systems. The water purveyor is responsible through its cross connection control program to take reasonable and prudent measures to protect the water system against contamination and pollution from cross
connections through premises isolation, internal or in-plant isolation, fixture protection,
or some combination of premises isolation, internal isolation, and fixture protection.
Pursuant to Section 543, all suppliers of water for community water systems shall implement a cross connection control program to prevent the entrance to the system of materials known to be toxic or hazardous. The water purveyor is responsible to enforce
the systems cross connection control program.
The program will at a minimum include:
1. An inspection program to locate cross connections and determine required suitable protection. For new connections, suitable protection must be installed prior to providing water service.
2. Required installation and operation of adequate backflow prevention assemblies.
Appropriate and adequate backflow prevention assembly types for various facilities,
fixtures, equipment, and uses of water should be selected from the AWWA Pacific Northwest Section Cross Connection Control Manual, the Uniform Plumbing Code, the AWWA Recommended Practice for Backflow Prevention and Cross Connection Control
(M14), the USC Foundation Manual of Cross Connection Control, or other sources
deemed acceptable by the Department. The assemblies must meet the requirements of
Section 543 and comply with local ordinances. 3. Annual inspections and testing of all installed backflow prevention assemblies by a tester licensed by a licensing authority recognized by the Department. Testing shall be
done in accordance with the test procedures published by the University of Southern
California Foundation for Cross-Connection Control and Hydraulic Research. See the
USC Foundation Manual of Cross-Connection Control referenced in Subsection 002.02. 4. Discontinuance of service to any structure, facility, or premises where suitable backflow protection has not been provided for a cross connection.
5. Assemblies that cannot pass annual tests or those found to be defective shall be
repaired, replaced, or isolated within ten (10) business days. If the failed assembly
cannot be repaired, replaced, or isolated within ten (10) business days, water service to the failed assembly shall be discontinued.
The Idaho Department of Environmental Quality (DEQ) recommends that all frost free hydrants
on the water system have an atmospheric vacuum breaker installed to prevent cross connection
contamination; and that at no time are frost free hydrants left in the open position when
connected to garden hoses where attachments on the hose regulate flow. As a reminder, atmospheric vacuum breakers should be removed during winter months to avoid freezing and
possible water line breakage.

Financial & Managerial Capacity
The Idaho Club water system is currently in the process of legal determination of ownership of the water system components. No further discussions of ownership or future development plans
are included in this sanitary survey narrative.

The water system is current on their drinking water fees with the DEQ. The designated operator
is Robert Hansen of Water Systems Management and is licensed by the Idaho Bureau of

5

Occupational Licenses (IBOL) and holds a Drinking Water Distribution (DWD2-13440) and
Drinking Water Treatment (DWT2-10694) license that renews in November 2018. He also is
certified as a Backflow Assembly Tester (BAT-530). The back-up operators are Ed Huckaby
(DWT1-10804) and (DWD2-14276); and Stacey Rucker (DWD1-13777) and (DWT1-13361). Both are currently licensed through the IBOL.

The DEQ recommends an operation and maintenance manual be provided for the drinking water
system. Operation and maintenance manuals should include daily operating instructions, trouble
shooting, operator safety procedures, location of valves and other key system features, parts lists and parts order forms, and information for contacting the water system operator.

Monitoring Schedule
Idaho Club water system is required to collect one total coliform sample monthly from
distribution per the Revised Total Coliform Rule sampling plan established. In review of the past 12 month period, the routine samples collected were collected from 767 Lower Pack River
Rd (4), Maintenance shop (5) and well house (4). Samples from your pump house (well house)
cannot be used for your routine total coliform monitoring and must discontinue immediately.

According to coliform sampling requirements of the Idaho Rules, the total coliform sampling must represent the entire distribution system according to a written plan with repeat monitoring
locations. Within 30 days sampling must occur at alternating locations within the distribution
system and an updated sampling site plan must be submitted to the DEQ.

Please remember to frequently check the online Public Water System Switchboard to keep updated on what monitoring is due and what has been credited as completed for this year. If you
have any questions, please contact the DEQ at your earliest convenience.
http://www.deq.idaho.gov/water-quality/drinking-water/pws-switchboard.aspx

Distribution: 1 coliform sample per month
Lead and Copper – 5 samples per 3 years
DBP – 1 sample per 3 years

Wellfield 1 & 2: IOCS – 1 sample per 9 years
Nitrite – 1 sample per 9 years
VOCS– 1 sample per 6 years
Arsenic – 1 sample per 9 years
Nitrate – 1 sample per year Uranium – 1 sample per 6 years
Gross Alpha – 1 sample per 6 years
Rads 226, 228, 226&228 – 1 sample per 6 years
Sodium – 1 sample per 3 years
Fluoride – 1 sample per 9 years Monitoring Waivers Monitoring waivers were evaluated for this water system. The following waivers have remained
in place or have been approved:
IOC – Existing waiver in place 2011-2019

6

IOC-Asbestos – Existing waiver 2011-2019
IOC-Cyanide – Existing waiver in place 2011-2019
VOC – Existing waiver in place 2014-2019
SOC & Dioxin – Waiver approved 2017-2019
Source Water Assessment A Source Water Assessment report for well 1 (E0005651) was written on April 27, 2001.
Potential contaminant information was updated on August 16, 2016.
The table below shows the final susceptibility ranking for well 1 according to the Source Water
Assessment Report.

Hydrologic Sensitivity Low Sensitivity
System Construction Moderate Susceptibility IOCs Low Susceptibility
VOCs Low Susceptibility
SOCs Moderate Susceptibility
Microbial Moderate Susceptibility
The Source Water Assessment reports can be found at
http://www.deq.idaho.gov/water-quality/source-water/assessments/

Drinking Water Protection Plan
The water system does not appear to have a Drinking Water Protection Plan prepared by the DEQ or Idaho Rural Water Association. Source water protection (synonymous with the term drinking water protection) is a voluntary effort a community can implement to help prevent
contamination of the source water that supplies its public water system. The drinking water
protection plan outlines the management tools local committees can use to protect drinking water
sources, and describes the implementation of regulatory and/or non-regulatory management practices. The Drinking Water Protection Plan builds upon the work completed in the Source Water Assessment.
1) Regulatory tools include items such as zoning ordinances, overlay districts, or site plan review
requirements;
2) Non-regulatory tools include items such as educational or pollution prevention activities and implementation of Best Management Practices; 3) Every plan should also include a public education and information component.

DEQ recommends that the water system pursue a Drinking Water Protection Plan to establish
further protective measures against contamination in the watershed. Conclusions and Recommendations The Idaho Club water system was found to be operating in substantial compliance with the Idaho
Rules for Public Drinking Water Systems. No significant deficiencies were identified during the
survey, and all previous deficiencies have been corrected since the previous survey dated April 30, 2013.
The following deficiencies, requirements and recommendations need to be addressed in a written
Plan of Correction (POC) and submitted to DEQ within 30 days of the receipt of this letter. The

7

POC is a simple narrative document that lists the deficiencies and additional requirements, how
they will be corrected, and the date by which correction will be completed.

and Deficiencies Requiring Correction: 1. Within 30 days total coliform sampling must occur at alternating locations within the
distribution system and an updated sampling site plan must be submitted to the DEQ.
Samples collected from the wells (well house) cannot be used for routine total coliform
monitoring. Failure to monitor violations will be assigned for any future well samples collected in place of routine distribution samples.
2. According to coliform sampling requirements of the Idaho Rules for Public Drinking Water
Systems, the total coliform sampling must represent the entire distribution system according
to a written plan with designated repeat monitoring locations. An updated sampling site plan
that represents all areas of distribution is required to be submitted for approval by the Department by May 31, 2018.
3. The chlorination holding tank in the pump house must be sealed where the vent tube exits the
holding tank to prevent the continued venting into the pump house and continued corrosion
of the electronic components and piping.
4. The hatch seal on the mid-level storage tank has deteriorated and must be replaced as routine maintenance this summer.
5. The concrete is disintegrating around the upper storage tank hatch area and must be repaired
to prevent further deterioration and to prevent any additional concrete from dropping into the
storage tank water.
6. The seal on the upper storage tank hatch must also be replaced. 7. All four hatches on the Southside hilltop storage tank were unsecured. These hatches must
be securely locked by padlock at all times when not on site.
8. Booster station 2 must have the vault hatches secured by locks when not on site.
Recommendations: 1. The Department recommends the valves in distribution be exercised annually.
2. Any dead end distribution mains must be flushed every six months.
3. The Department recommends an operation and maintenance manual be provided for the
drinking water system. Operation and maintenance manuals should include daily operating
instructions, trouble shooting, operator safety procedures, location of valves and other key system features, parts lists and parts order forms, and information for contacting the water
system operator.

Photographic Documentation

Name of Facility: IDAHO CLUB
Inspector(s): JEAN FELKER
Inspection Date: Thursday, April 19, 2018
Purpose of Inspection: SANITARY SURVEY

Publish Date: Wednesday 25 April 2018

Idaho Department of Environmental Quality
Photographic Documentation For IDAHO CLUB

Table of Photographs:

Photograph 1: Well 1 (back up well) .........................................................................................................................4
Photograph 2: Well 1 well tag E0005651 ...................................................................................................................4
Photograph 3: View of well 1 from pump house .......................................................................................................5
Photograph 4: Well 2 (primary well) .........................................................................................................................5
Photograph 5: Well 2 DWR well tag D0013791 .........................................................................................................5
Photograph 6: Pump house for Wells 1 & 2 ...............................................................................................................5
Photograph 7: Inside view of components of pump house .......................................................................................6
Photograph 8: Pumptec-Plus pump protection system (auto cut off) .......................................................................6
Photograph 9: Pressure relief valve & flow to waste .................................................................................................6
Photograph 10: Sample tap for source sample purposes, also threaded tap with AVB ............................................6
Photograph 11: Chlorination tank with metering pump, vent tube to outside (hole in tank needs to be sealed) ...7
Photograph 12: PulsaTron metering pump for chlorine injection (voluntary) ..........................................................7
Photograph 13: Interior plastic tube to vent chlorine to outside ..............................................................................7
Photograph 14: Electrical components inside pump house .......................................................................................7
Photograph 15: Flow meter........................................................................................................................................8
Photograph 16: Pressure relief valve discharge to outside, screened .......................................................................8
Photograph 17: Exterior view of plastic chlorine vent to outside ..............................................................................8
Photograph 18: Well 1 & well 2 flow to waste ...........................................................................................................8
Photograph 19: Screened ends on flow to waste ......................................................................................................9
Photograph 20: Concrete slab under well flow to waste ...........................................................................................9
Photograph 21: Pump house entry door and alarm light ..........................................................................................9
Photograph 22: Mid level underground storage tank (MLST), hatch riser, vents ......................................................9
Photograph 23: Screened vents onMLST ...................................................................................................................9
Photograph 24: Flow to waste with screened end cover MLST .................................................................................9
Photograph 25: MLST Locked hatch ........................................................................................................................ 10
Photograph 26: MLST Steel lid on hatch, locked ..................................................................................................... 10
Photograph 27: MLST Hatch open viewing into , floats, ladder .............................................................................. 10
Photograph 28: MLST Hatch seal needs to be replaced .......................................................................................... 10
Photograph 29: MLST Hatch seal, concrete in good shape with no deterioration at ............................................. 11
Photograph 30: View of upper underground storage tank (UST) .......................................................................... 11
Photograph 31: Screened vent on UST.................................................................................................................... 12
Photograph 32: Hatch riser on UST, locked with padlock ....................................................................................... 12
Photograph 33: Concrete deterioration on UST...................................................................................................... 12
Photograph 34: View into UST, floats and ladder ................................................................................................... 12
Photograph 35: UST Deteriorating concrete at hatch seal, seal needs to be replaced .......................................... 13
Photograph 36: UST Concrete deterioration around hatch lid area ....................................................................... 13
Photograph 37: View into UST, concrete chips on ladder rungs ............................................................................. 13
Photograph 38: UST Intact conduit at hatch lid, repaired since previous survey ................................................... 13
Photograph 39: Screened end flow to waste on UST .............................................................................................. 14
Photograph 40: Booster statin 1 (lowest) on south side of hwy 200 ...................................................................... 14
Photograph 41: Flow to waste for VFD pumps ....................................................................................................... 14
Photograph 42: Ready connection for portable generator to connect................................................................... 14
Photograph 43: Screened vent holes at roof line .................................................................................................... 15
Photograph 44: Inside view of booster station 1 (BS1) .......................................................................................... 15
Idaho Department of Environmental Quality
Photographic Documentation For IDAHO CLUB

Photograph 45: Electrical panels inside booster station 1 ...................................................................................... 15
Photograph 46: 20 hp VFD pumps and control panel ............................................................................................. 15
Photograph 47: View of valves, heater, pressure relief valve inside BS1 ............................................................... 16
Photograph 48: Baldor pump tag on VFDs .............................................................................................................. 16
Photograph 49: Valve, backflow and pressure components ................................................................................... 16
Photograph 50: Floor drain BS1 .............................................................................................................................. 16
Photograph 51: Floor drain to dry well outside BS1 ............................................................................................... 17
Photograph 52: Inside dry well drain (floor drain) .................................................................................................. 17
Photograph 53: Open ceiling hatch to improve ventilation .................................................................................... 17
Photograph 54: Pressure guage at BS1, pumps up to Southside Hilltop storage tank ........................................... 17
Photograph 55: Upper booster station (upper level) on southside of hwy ............................................................ 17
Photograph 56: Vaults at booster station 2 (upper) ............................................................................................... 17
Photograph 57: Ready connection for portable generator to connect on outside wall BS2 .................................. 18
Photograph 58: Screened flow to waste at BS2 ...................................................................................................... 18
Photograph 59: 20 hp VFD pumps and control panel ............................................................................................. 18
Photograph 60: Inside view of BS2, heat, lights, floor drain ................................................................................... 18
Photograph 61: Pressure guage at BS2 ................................................................................................................... 19
Photograph 62: Side view Southside Hilltop storage tank (SHST) 225K gallons ..................................................... 19
Photograph 63: Top view of SHST ........................................................................................................................... 20
Photograph 64: Screened vents on SHST ................................................................................................................ 20
Photograph 65: View into one of 4 hatches ............................................................................................................ 20
Photograph 66: Hatch seals in good condition ....................................................................................................... 20
Photograph 67: View of SHST .................................................................................................................................. 21
Photograph 68: Aluminum hatches, must be locked/secured at all times ............................................................. 21
Photograph 69: SHST View downslope of drain flapper valve ................................................................................ 21
Photograph 70: SHST Flapper valve on overflow/drain .......................................................................................... 21

Idaho Department of Environmental Quality
Photographic Documentation For IDAHO CLUB

Photograph 1: Well 1 (back up well)

Photograph 2: Well 1 well tag E0005651

Idaho Department of Environmental Quality
Photographic Documentation For IDAHO CLUB

Photograph 3: View of well 1 from pump house

Photograph 4: Well 2 (primary well)

Photograph 5: Well 2 DWR well tag D0013791

Photograph 6: Pump house for Wells 1 & 2

Idaho Department of Environmental Quality
Photographic Documentation For IDAHO CLUB

Photograph 7: Inside view of components of pump house

Photograph 8: Pumptec-Plus pump protection system (auto cut
off)

Photograph 9: Pressure relief valve & flow to waste

Photograph 10: Sample tap for source sample purposes, also
threaded tap with AVB

Idaho Department of Environmental Quality
Photographic Documentation For IDAHO CLUB

Photograph 11: Chlorination tank with metering pump, vent tube
to outside (hole in tank needs to be sealed)

Photograph 12: PulsaTron metering pump for chlorine injection
(voluntary)

Photograph 13: Interior plastic tube to vent chlorine to outside

Photograph 14: Electrical components inside pump house

Idaho Department of Environmental Quality
Photographic Documentation For IDAHO CLUB

Photograph 15: Flow meter

Photograph 16: Pressure relief valve discharge to outside,
screened

Photograph 17: Exterior view of plastic chlorine vent to outside

Photograph 18: Well 1 & well 2 flow to waste

Idaho Department of Environmental Quality
Photographic Documentation For IDAHO CLUB

Photograph 19: Screened ends on flow to waste

Photograph 20: Concrete slab under well flow to waste

Photograph 21: Pump house entry door and alarm light

Photograph 22: Mid level underground storage tank (MLST),
hatch riser, vents

Photograph 23: Screened vents onMLST

Photograph 24: Flow to waste with screened end cover MLST

Idaho Department of Environmental Quality
Photographic Documentation For IDAHO CLUB

Photograph 25: MLST Locked hatch

Photograph 26: MLST Steel lid on hatch, locked

Photograph 27: MLST Hatch open viewing into , floats, ladder

Photograph 28: MLST Hatch seal needs to be replaced

Idaho Department of Environmental Quality
Photographic Documentation For IDAHO CLUB

Photograph 29: MLST Hatch seal, concrete in good shape with no
deterioration at

Photograph 30: View of upper underground storage tank (UST)

Idaho Department of Environmental Quality
Photographic Documentation For IDAHO CLUB

Photograph 31: Screened vent on UST

Photograph 32: Hatch riser on UST, locked with padlock

Photograph 33: Concrete deterioration on UST

Photograph 34: View into UST, floats and ladder

Idaho Department of Environmental Quality
Photographic Documentation For IDAHO CLUB

Photograph 35: UST Deteriorating concrete at hatch seal, seal
needs to be replaced

Photograph 36: UST Concrete deterioration around hatch lid area

Photograph 37: View into UST, concrete chips on ladder rungs

Photograph 38: UST Intact conduit at hatch lid, repaired since
previous survey

Idaho Department of Environmental Quality
Photographic Documentation For IDAHO CLUB

Photograph 39: Screened end flow to waste on UST

Photograph 40: Booster statin 1 (lowest) on south side of hwy
200

Photograph 41: Flow to waste for VFD pumps

Photograph 42: Ready connection for portable generator to
connect

Idaho Department of Environmental Quality
Photographic Documentation For IDAHO CLUB

Photograph 43: Screened vent holes at roof line

Photograph 44: Inside view of booster station 1 (BS1)

Photograph 45: Electrical panels inside booster station 1

Photograph 46: 20 hp VFD pumps and control panel

Idaho Department of Environmental Quality
Photographic Documentation For IDAHO CLUB

Photograph 47: View of valves, heater, pressure relief valve
inside BS1

Photograph 48: Baldor pump tag on VFDs

Photograph 49: Valve, backflow and pressure components

Photograph 50: Floor drain BS1

Idaho Department of Environmental Quality
Photographic Documentation For IDAHO CLUB

Photograph 51: Floor drain to dry well outside BS1

Photograph 52: Inside dry well drain (floor drain)

Photograph 53: Open ceiling hatch to improve ventilation

Photograph 54: Pressure guage at BS1, pumps up to Southside
Hilltop storage tank

Photograph 55: Upper booster station (upper level) on southside
of hwy

Photograph 56: Vaults at booster station 2 (upper)

Idaho Department of Environmental Quality
Photographic Documentation For IDAHO CLUB

Photograph 57: Ready connection for portable generator to
connect on outside wall BS2

Photograph 58: Screened flow to waste at BS2

Photograph 59: 20 hp VFD pumps and control panel

Photograph 60: Inside view of BS2, heat, lights, floor drain

•I • '; ..
~
.i
Idaho Department of Environmental Quality
Photographic Documentation For IDAHO CLUB

Photograph 61: Pressure guage at BS2

Photograph 62: Side view Southside Hilltop storage tank (SHST)
225K gallons

Idaho Department of Environmental Quality
Photographic Documentation For IDAHO CLUB

Photograph 63: Top view of SHST

Photograph 64: Screened vents on SHST

Photograph 65: View into one of 4 hatches

Photograph 66: Hatch seals in good condition

Idaho Department of Environmental Quality
Photographic Documentation For IDAHO CLUB

Photograph 67: View of SHST

Photograph 68: Aluminum hatches, must be locked/secured at all
times

Photograph 69: SHST View downslope of drain flapper valve

Photograph 70: SHST Flapper valve on overflow/drain

' -"" • ~~t"""
~ ~ ' ,,,.,. ··-~-,• ~· -
'

Exhibit 5
Water Right Information
Water Right Report
2/10/2022
IDAHO DEPARTMENT OF WATER RESOURCES
Water Right Report
WATER RIGHT NO. 96-9316
Owner Type Name and Address
Current Owner VP INCORPORATED PO BOX 1785 SANDPOINT, ID 83864-0903 2086608474
Priority Date: 02/11/2007
Basis: License
Status: Active
Source Tributary
GROUND WATER

Beneficial Use From To Diversion Rate Volume
MUNICIPAL 01/01 12/31 0.65 CFS 129.5 AFA
Total Diversion 0.65 CFS 129.5 AFA
Location of Point(s) of Diversion:

GROUND WATER SWNW Lt 2 Sec. 31 Township 58N Range 01E BONNER County
GROUND WATER SWNW Lt 2 Sec. 31 Township 58N Range 01E BONNER County
Place(s) of use: Large POU Info
Conditions of Approval:
1. F06 The following rights are diverted through point(s) of diversion described above: 96-
8625, 96-9060, and 96-9316.
2. X59 Points of diversion are located within Lot 1 and Lot 3, Blk. 3 Well Lot, Golden Tees
Estates Planned Unit Development Phase One.
3. X35 Rights 96-8625, 96-9060, and 96-9316 when combined shall not exceed a total
diversion rate of 0.76 cfs, and a total annual maximum diversion volume of 442.8 af at
the field headgate.
4. 180 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.
5. 128 Place of use is within the area served by the public water supply system of the Idaho
Club ID1090195. The place of use is generally located within Section 36, Township 58
North, Range 1 West; Section 2, Township 57 North, Range 1 West; Section 31,
Township 58 North, Range 1 East; and Section 6, Township 57 North, Range 1 East
B.M.
6. 102 The right holder shall not provide water diverted under this right for the irrigation of
land having appurtenant surface water rights as a primary source of irrigation water
except when the surface water rights are not available for use. This condition applies to
all land with appurtenant surface water rights, including land converted from irrigated
agricultural use to other land uses but still requiring water to irrigate lawns and
landscaping.
7. 01M 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.
8. 004 This right does not grant any right-of-way or easement across the land of another.

Dates:
Licensed Date: 01/14/2021
Decreed Date:
Permit Proof Due Date: 6/1/2017
Permit Proof Made Date: 10/5/2015
Permit Approved Date: 6/13/2007
Permit Moratorium Expiration Date:
Enlargement Use Priority Date:
Enlargement Statute Priority Date:
Water Supply Bank Enrollment Date Accepted:
Water Supply Bank Enrollment Date Removed:
Application Received Date: 12/20/2006
Protest Deadline Date: 03/19/2007
Number of Protests: 0

Other Information:
State or Federal:
Owner Name Connector:
Water District Number: TBD
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 Right Report
2/10/2022
IDAHO DEPARTMENT OF WATER RESOURCES
Water Right Report
WATER RIGHT NO. 96-8625
Owner Type Name and Address
Current Owner V P INC PO BOX 1785 SANDPOINT, ID 83864-0903 2086608474
Original Owner SUN MOUNTAIN INC
Priority Date: 12/30/1990
Basis: License
Status: Active
Source Tributary
GROUND WATER

Beneficial Use From To Diversion Rate Volume
MUNICIPAL 01/01 12/31 0.1 CFS 59.9 AFA
Total Diversion 0.1 CFS 59.9 AFA
Location of Point(s) of Diversion:

GROUND WATER SWNW Lt 2 Sec. 31 Township 58N Range 01E BONNER County
Place(s) of use: Large POU Info
Conditions of Approval:
1. 128 Place of use is within the area served by the public water supply system of Golden Tees
Estates Planned Unit Development. The place of use is generally located within Section
36, Township 58 North, Range 1 West; Section 2, Township 57 North, Range 1 West;
Section 31, Township 58 North, Range 1 East; and Section 6, Township 57 North,
Range 1 East B.M.
2. 180 A map depicting the place of use boundary for this water right at the time of this
approval is attached to this document for illustrative purposes.
3. X59 Point of diversion is located within Lot 3, Blk. 3 Well Lot, Golden Tees Estates Planned
Unit Development Phase One.

Dates:
Licensed Date: 10/02/2015
Decreed Date:
Permit Proof Due Date: 2/1/1996
Permit Proof Made Date: 4/1/1996
Permit Approved Date: 2/20/1991
Permit Moratorium Expiration Date:
Enlargement Use Priority Date:
Enlargement Statute Priority Date:
Water Supply Bank Enrollment Date Accepted:
Water Supply Bank Enrollment Date Removed:
Application Received Date: 10/25/1990
Protest Deadline Date:
Number of Protests: 0

Other Information:
State or Federal:
Owner Name Connector:
Water District Number: NWD
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 Right Report
2/10/2022
IDAHO DEPARTMENT OF WATER RESOURCES
Water Right Report
WATER RIGHT NO. 96-9060
Owner Type Name and Address
Current Owner VILLELLI ENTERPRISES ET AL PO BOX 1785 SANDPOINT, ID 83864-0903 2086608474
Priority Date: 10/31/2000
Basis: License
Status: Active
Source Tributary
GROUND WATER

Beneficial Use From To Diversion Rate Volume
MUNICIPAL 01/01 12/31 0.35 CFS
Total Diversion 0.35 CFS
Location of Point(s) of Diversion:

GROUND WATER SWNW Lt 2 Sec. 31 Township 58N Range 01E BONNER County
Place(s) of use: Large POU Info
Conditions of Approval:
1. 004 The issuance of this right does not grant any right-of-way or easement across the land of
another.
2. 180 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.
3. Place of use is within the service area of Golden Tee Estates/Villelli Enterprises, Inc.
4. 01M 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.

Dates:
Licensed Date: 12/04/2008
Decreed Date:
Permit Proof Due Date: 5/1/2008
Permit Proof Made Date: 3/13/2008
Permit Approved Date: 5/15/2001
Permit Moratorium Expiration Date:
Enlargement Use Priority Date:
Enlargement Statute Priority Date:
Water Supply Bank Enrollment Date Accepted:
Water Supply Bank Enrollment Date Removed:
Application Received Date: 10/31/2000
Protest Deadline Date:
Number of Protests: 0

Other Information:
State or Federal:
Owner Name Connector:
Water District Number: NWD
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

Exhibit 6
2023 Water Production Totals
Jan 173,000 gallons
Feb 238,300 gallons
Mar 358,200 gallons
Apr 390,200 gallons
May 582,200 gallons
Jun 954,900 gallons
Jul 1,515,800 gallons
Aug 1,421,900 gallons
Sep 879,400 gallons
Oct 211,400 gallons
Nov 215,400 gallons
Dec 223,100 gallons
VP 2023 Water Production

Exhibit 7
Rates and Charges
Current Rates and Charges

Monthly Rates are $35.00, $40.00, or $45.00 dependent on date of connection. All services are
residential.
Account Initiation Charge:
Regular Hours $50.00
After Hours $75.00
Reconnection Charge for Non-payment
or Cross Connection Control:
Regular Hours $50.00
After Hours $75.00
Late Payment Charge: 1%
Returned Payment Charge: $100.00
Customer Requested Service Call $100.00
New Service Hookup Charge: $1000.00

Exhibit 8
Financial Statements
VP Inc
Balance Sheet
As of December 31, 2022
Accrual Basis Friday, January 5, 2024 03:54 PM GMT-08:00 1/1
JAN - DEC 2021 JAN - DEC 2022
ASSETS
Current Assets
Bank Accounts
Checking - MW 111,853.78 99,356.22
Total Bank Accounts $111,853.78 $99,356.22
Accounts Receivable
Accounts Receivable 5,607.81 12,792.81
Total Accounts Receivable $5,607.81 $12,792.81
Other Current Assets
Development Fee Costs 0.00 0.00
Loan to Affiliate 0.00 0.00
Undeposited Funds 0.00 0.00
Total Other Current Assets $0.00 $0.00
Total Current Assets $117,461.59 $112,149.03
Fixed Assets
Equipment 27,050.64 27,050.64
Accumulated Depreciation -27,050.64 -27,050.64
Total Equipment 0.00 0.00
Land 677,383.00 677,383.00
Total Fixed Assets $677,383.00 $677,383.00
TOTAL ASSETS $794,844.59 $789,532.03
LIABILITIES AND EQUITY
Liabilities
Current Liabilities
Accounts Payable
Accounts Payable 0.00 0.00
Total Accounts Payable $0.00 $0.00
Total Current Liabilities $0.00 $0.00
Long-Term Liabilities
Dreisbach 291,457.19 291,457.19
POB Dev-LLC 0.00 0.00
V.E.0.00 0.00
Total Long-Term Liabilities $291,457.19 $291,457.19
Total Liabilities $291,457.19 $291,457.19
Equity
Common Stock 158.00 158.00
Retained Earnings -68,852.51 503,229.40
VP Inc - Patano 0.00 0.00
VP Inc - VE Inc 0.00 0.00
Net Income 572,081.91 -5,312.56
Total Equity $503,387.40 $498,074.84
TOTAL LIABILITIES AND EQUITY $794,844.59 $789,532.03
VP Inc
Profit and Loss
January 2021 - December 2022
Accrual Basis Friday, January 5, 2024 03:53 PM GMT-08:00 1/1
JAN - DEC 2021 JAN - DEC 2022 TOTAL
Income
Discounts/Refunds Given -400.00 $ -400.00
Late Charges 472.44 $472.44
Ownership Change Fee 9,620.00 2,250.00 $11,870.00
Sewer 2,400.00 $2,400.00
Water 144,997.18 42,594.97 $187,592.15
Total Income $157,489.62 $44,444.97 $201,934.59
Cost of Goods Sold
Drinking Water System Monitoring 25,052.02 21,822.78 $46,874.80
Total Cost of Goods Sold $25,052.02 $21,822.78 $46,874.80
GROSS PROFIT $132,437.60 $22,622.19 $155,059.79
Expenses
Administrative Cost 9,292.40 $9,292.40
Bad Debt Expense 142,321.59 5,304.00 $147,625.59
Bank Charges & Fees 289.89 144.05 $433.94
CAM Expense $0.00
Equipment Repairs 129.01 $129.01
Insurance 2,125.00 $2,125.00
Property Taxes 728.86 42.76 $771.62
Total CAM Expense 2,982.87 42.76 $3,025.63
Electricity 5,074.10 2,607.56 $7,681.66
Insurance 2,129.04 $2,129.04
Legal & Professional Services 26,863.34 17,174.08 $44,037.42
Meals & Entertainment 49.34 $49.34
Office Expense 248.80 357.26 $606.06
Postage 176.00 $176.00
Property Management 15,968.36 $15,968.36
Total Expenses $203,090.69 $27,934.75 $231,025.44
NET OPERATING INCOME $ -70,653.09 $ -5,312.56 $ -75,965.65
Other Income
COD Income 537,000.00 $537,000.00
COD Income - Tax Exempt 105,735.00 $105,735.00
Total Other Income $642,735.00 $0.00 $642,735.00
NET OTHER INCOME $642,735.00 $0.00 $642,735.00
NET INCOME $572,081.91 $ -5,312.56 $566,769.35
VP Inc
Balance Sheet
As of December 31, 2023
Accrual Basis Wednesday, January 3, 2024 05:35 PM GMT-08:00 1/2
TOTAL
ASSETS
Current Assets
Bank Accounts
Checking - MW 54,039.20
MWB - CD 50,000.00
Total Bank Accounts $104,039.20
Accounts Receivable
Accounts Receivable 20,352.81
Total Accounts Receivable $20,352.81
Other Current Assets
Development Fee Costs 0.00
Loan to Affiliate 0.00
Undeposited Funds 0.00
Total Other Current Assets $0.00
Total Current Assets $124,392.01
Fixed Assets
Equipment 27,050.64
Accumulated Depreciation -27,050.64
Total Equipment 0.00
Land 677,383.00
Total Fixed Assets $677,383.00
TOTAL ASSETS $801,775.01
LIABILITIES AND EQUITY
Liabilities
Current Liabilities
Accounts Payable
Accounts Payable 0.00
Total Accounts Payable $0.00
Total Current Liabilities $0.00
Long-Term Liabilities
Dreisbach 291,457.19
POB Dev-LLC 0.00
V.E.0.00
Total Long-Term Liabilities $291,457.19
Total Liabilities $291,457.19
Equity
Common Stock 158.00
Retained Earnings 497,916.84
VP Inc - Patano 0.00
VP Inc - VE Inc 0.00
VP Inc
Balance Sheet
As of December 31, 2023
Accrual Basis Wednesday, January 3, 2024 05:35 PM GMT-08:00 2/2
TOTAL
Net Income 12,242.98
Total Equity $510,317.82
TOTAL LIABILITIES AND EQUITY $801,775.01
VP Inc
Profit and Loss
January - December 2023
Accrual Basis Wednesday, January 3, 2024 05:33 PM GMT-08:00 1/1
TOTAL
Income
Ownership Change Fee 1,000.00
Water 36,629.34
Total Income $37,629.34
Cost of Goods Sold
Drinking Water System Monitoring 22,477.74
Total Cost of Goods Sold $22,477.74
GROSS PROFIT $15,151.60
Expenses
Administrative Cost 100.00
Ask My Accountant -19,536.61
Bank Charges & Fees 245.50
CAM Expense
Property Taxes 1,538.12
Total CAM Expense 1,538.12
Electricity 2,182.08
Insurance 2,192.00
Legal & Professional Services 15,435.00
Meals & Entertainment 156.68
Postage 129.00
Repairs & Maintenance 300.00
Utilities 166.85
Total Expenses $2,908.62
NET OPERATING INCOME $12,242.98
NET INCOME $12,242.98

Exhibit 9
Current Customer List
Customer Full Name Billing Address
Ash, Jeffrey & Susan Anderson 182
Ash, Jeffrey & Susan Anderson
182
355 Olympic Drive
Sandpoint ID 83864
Ash, Jeffrey & Susan Anderson 36
Ash, Jeffrey & Susan Anderson
36
355 Olympic Drive
Sandpoint ID 83864
Babin, Stephen L & Kristen A (#33)
352 Dustarr Ln
Ponderay ID 83852
Beck, Sheri 33 Sheri H Beck
PO Box 902
Sandpoint ID 83864
Berry, Jim 26 Jim Berry
Beveridge, Nick & Tyler Wagner 95
Beveridge, Nick & Tyler
Wagner
820 Pine Street
Sandpoint ID 83864
Beverly Wiley Living Trust 186 Beverly Wiley Living Trust
662 Whiskey Jack Rd
Sandpoint ID 83864
Black, Heather 32 Heather Black
17025 N Triple Butte
Circle
Colbert WA 99005
Caruso, Diane 171 Diane Mary Caruso
2209 W Birch St
Bellingham WA 98229
Caufield Trust 35 Caufield Trust
1312 S. Stephora Ave
Glendora CA 91740
Christie, Jerry & Mary 37 Christie, Jerry & Mary 37
21401 Castle Gate DR
Tehachapi CA 93561-
6251
Clem, Alice 38 Clem, Alice 38
P.O. Box 476
Kootenai ID 83840
Clem, Alice 39 Clem, Alice 39
P.O. Box 476
Kootenai ID 83840
Cline, Foster & Hermie 40 Cline, Hermine & Foster
500 Lakeview Lane
Sandpoint ID 83864
Connolly, William 42 William Connolly
57 Golf View Lane
Sandpoint ID 83864
Crocker, Dana 43 Dana Crocker
1309 Stephora Street
Glendora CA 91740
Curran, Stephen & Linda 44 Curran, Stephen & Linda
DeBasilio, Alejandro & Heidi
Lamprecht 140
DeBasilio, Alejandro & Heidi
Lamprecht
85 Olympic Dr
Sandpoint ID 83864
DePriest, Larry & Joan 134 DePriest, Larry & Joan 134
736 Fir Place S.E.
Salem OR 97306
Faith, Meredith & Dean 49 Faith, Meredith & Dean
4111 Montana Hwy 35
Kalispell MT 59901
Fenton, Barbara 104 Barbara Fenton
87 Golf View Lane
Sandpoint ID 83864
VP Inc
Customer Contact List
Fleishman, Chris & Chelsey 50
1795 Pyreness Lp
Coeur d' Alene ID
83815
Glacier Bank ( map #13)
Grafton, Theodore & Victoria 98 Grafton, Theodore & Victoria
773 Lower Pack River
Rd
Sandpoint ID 83864
Hadler, Matthew 28 Matthew 28 Hadler
PO Box 457
Fort Klamath OR
97626
Hadler, Matthew 29 Matthew 29 Hadler
PO Box 457
Fort Klamath OR
97626
Hazel, Phillip & Kelley 110 Hazel, Phillip & Kelley
15610 Linden Lane
Overland Park OK
66224
Hendry, Martha 21 Martha Hendry
932 Cedar Ave. #3
Lewiston ID 83501
Hensley, Robert & Bethany - 103 &
133
105 Vermeer Dr
Suite 2-229
Ponderay ID 83852
Henson, Gary & Trisha 51 Henson, Gary & Trisha
237 Lower Pack River
Rd.
Sandpoint ID 83864
Hern, Eric & Stephanie 99 Hern, Eric & Stephanie
Hewitt, Dane & Johna 184 Hewitt, Dane & Johna
53 Tubman Ln
Sandpoint ID 83864
Horrace, Richard & Cindy 188 Horrace, Richard & Cindy
215 Fairway View
Drive
Sandpoint ID 83864
Hosking, Jeffery & Pamela 200
478 Olympic Dr
Sandpoint ID 83864
Idaho Club Realty LLC Idaho Club Realty LLC
Insley, Charles & Nancy 24 Charles & Nancy Insley
11 S Golfview Lane
Sandpoint ID 83864
Jeffres, Nathan & Jamie 27 Jeffres, Nathan & Jamie
91 Farway View Dr
Sandpoint ID 83864
Johnson, Nicholas & Briana (#?)Nicholas & Briana Johnson
100 Olympic Dr
Sandpoint ID 83864
Kopylovsky, Dmitry & Larisa 116 Dmitry & Larisa Kopylovsky
239 Lower Pack River
Rd
Sandpoint ID 83864
Lee, Don 161 Don Lee
21821 Woodbury Drive
Cupertino CA 95014
Malsam, Tayler 95 Tayler Malsam
861 Lower Pack River
Rd
Sandpoint ID 83864
MATK Investments 109 MATK Investments
78 McNearney Rd.
Ponderay ID 83852
Matthews, Randall & Carolyn 381 Matthews, Randall & Carolyn
925 Lower Pack River
Rd.
Sandpoint ID 83864
McConnell, Timothy Jr. 113 McConnell, Timothy Jr.
739 Lower Pack River
Road
Sandpoint ID 83864
McCormick, Sharon Lynn 164 McCormick, Sharon Lynn
343 Olympic Dr
Sandpoint ID 83864
Monk, Alan 168 Alan Monk
70 South Quail Run
Sandpoint ID 83864
Moore, Brett & Cherie 178 Moore, Brett & Cherie
126 S. Quail Run
Sandpoint ID 83864
Parker, Ken 135 Ken Parker
12402 Industrial Blvd,
Ste A/2
Victorville CA 92395
Parnell, Christian and Jenelle 102
PO BOX 1069
Sandpoint ID 83864
Peterson, Diane132.Diane Peterson 200
PO Box 648
Clark Fork ID 83811
Reiss, Kai & Kandy 129 Reiss, Kai & Kandy
42303 Hwy 200 #7
Hope ID 83836
Rowley, Steven & Katie 34 Steven & Katie Rowley
2625 Allison Way
Richland WA 99352
Rush, Mark & Jill 174 Rush, Mark & Jill
767 Lower Pack River
Rd.
Sandpoint ID 83864
Scherer, Lauren 162 Lauren Scherer
771 Lower Park River
Rd.
Sandpoint ID 83864
Shields, Jana 22 Jana Shields
402 Sandpoint Ave
#223
Sandpoint ID 83864
Smith, Kendall & Lauren (#13)Kendall & Lauren Smith
PO Box 517
Sandpoint ID 83864
Solly, Christopher & Charlotte 45 Solly, Christopher & Charlotte
209 Golfview Lane
Sandpoint ID 83864
Sterbis. Christopher & Elizabeth 127
Sterbis. Christopher &
Elizabeth
PO Box 574
Kootenai ID 86840
Stevens, Mary #
951 Shingle Mill Rd
Sandpoint ID 83864
Swenson, David & Sonia 111 Swenson, David & Sonia
6301 Mercedes Bend
Austin TX 78759
Taber,William & J. Da Silva Curiel
Taber 48
Taber,William & J. Da Silva
Curiel Taber
401 Olympic Dr.
Sandpoint ID 83864
Tarnow, Joyce 380 Joyce A Tarnow
193 Lora Lane
Athol ID 83809
TIC #31
Tricola, Jesse & Christine 37
39 Golfview Lane
Sandpoint ID 83864
Troughton, James & Martha 167
Troughton, James & Martha
167
P.O. Box 933
Ponderay ID 83852
Troughton, James & Martha 179
Troughton, James & Martha
179
P.O. Box 933
Ponderay ID 83852
Ursillo, Michael & Linda, c/o Jamee
Cook 198 Ursillo, Michael & Linda
125 Olympic Dr
Sandpoint ID 83864
Valiant Idaho, LLC Valiant Idaho, LLC
310 Charleston Pl
Celebration FL 34747
Valiant #19
Vogel, Richard & Cindy 114 Vogel, Richard & Cindy
204 N. Quail Run
Sandpoint ID 83864
Weber, Karli 112 Karli Weber
3101 Spring Creek
Way
Sandpoint ID 83864
Whyte, Robert 173
31 S Golfview Lane
Sandpoint ID 83864
Williamson, Wayne & Barbara 30 Williamson, Wayne & Barbara
769 Lower Pack River
Road
Sandpoint ID 83864
Ziola, James & Linda 185 Ziola, James & Linda
73 Tubman Lane
Sandpoint ID 83864

Exhibit 10
Invoice Sample
NEW ADDRESS:
PO Box 1091
Sandpoint, ID 83864
Page 1 of 1
VP Inc
PO Box 1091
Sandpoint, ID 83864 US
[phone]
[e-mail]

INVOICE
BILL TO
Ash, Jeffrey & Susan Anderson 36
355 Olympic Drive
Sandpoint, ID 83864
INVOICE 1173
DATE 01/01/2024
ACCOUNT #
36

DATE ACTIVITY DESCRIPTION QTY RATE AMOUNT
Water 1 40.00 40.00
BALANCE DUE $40.00
----------------------------------------------------------------------------------------------------------------------------------------------------------

Exhibit 11
Termination of Service Reminder
VP Initial Notice of Termination 1 2017-Nov
VP Inc. 517 Lakeshore Ave Unit 204
PO Box 1785 Dover, ID 83825
Sandpoint, ID 83864-0903 Office phone: [phone]
Emergency Phone: [phone]
Email: [e-mail]

NOTICE OF INTENT TO TERMINATE SERVICES

Account Number: customer account #
Service Address: customer service address (mailing also if different)
TERMINATION DATE: Date (Note: This date has to be the proposed termination date. Service
can be terminated on or after this date for up to 21 days.)
BALANCE DUE: $xx.xx
You are hereby notified that you are delinquent in payment for water service provided to you
by VP Inc. 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 VP Inc. 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 $xx.xx during regular
office hours, or $xx.xx for other than regular business hours must be paid in addition to the
account balance prior to restoration of service. A deposit may also be requested.
If you are unable to pay your bill in full, VP Inc. may assist you by making payment
arrangements.
Remember, your water will be turned off on or after the Termination Date shown above
unless you act before that date.

Exhibit 12
Termination of Service Final Notice
VP Final Notice of Termination 1 2017-Nov
VP Inc. 517 Lakeshore Ave Unit 204
PO Box 1785 Dover, ID 83825
Sandpoint, ID 83864-0903 Office phone: [phone]
Emergency Phone: [phone]
Email: [e-mail]

FINAL NOTICE – WATER TERMINATION

Account Number: customer account #
Service Address: customer service address (mailing also if different)
TERMINATION DATE: Date (Note: This date has to be the proposed termination date. Service
can be terminated on or after this date for up to 21 days.)
BALANCE DUE: $xx.xx
You were recently notified that you are delinquent in payment for water service provided to
you by VP Inc. 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 VP Inc. 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 $xx.xx during regular
office hours, or $xx.xx for other than regular business hours must be paid in addition to the
account balance prior to restoration of service. A deposit may also be requested.
If you are unable to pay your bill in full, VP Inc. may assist you by making payment
arrangements.
Remember, your water will be turned off on or after the Termination Date shown above
unless you act before that date.

Exhibit 13
Annual Rules Summary
WATER RATES
Customer Charge:

Flat
$35.0, $40.00, or $45.00

MISCELLANEOUS CHARGES
• Account Initiation Charge:
Regular Hours $50.00
After Hours $75.00
• Reconnection Charge for Non-payment
or Cross Connection Control:
Regular Hours $50.00
After Hours $75.00
• Late Payment Charge: 1%
• Returned Payment Charge: $100.00
• Customer Requested Service Call $100.00
• New Service Hookup Charge: $1000.00
In most cases, these charges must be paid prior to
service being provided or restored.
REGULAR business hours are defined as 8:00 a.m.
to 5:00 p.m., except holidays recognized by the State
of Idaho, and weekends.
See the Company’s Tariff for details on charges,
fees, and rates at http://www.puc.idaho.gov

DEPOSIT
The IPUC rules allow utilities to ask for deposits or
payment guarantees under specific conditions. At this
time, the Company does not require deposits or
payment guarantees.

Emergency Contact
Water Systems Management Inc
208-265-4270

Third party operator information
Water Systems Management Inc
208-265-4270

OFFICE hours are 9:00 am to 4:00 pm M-F

VP INC.
This is a summary of the rules as
determined by Idaho Public Utilities
Commission (IPUC). These rules cover
the rights and responsibilities of the
customer and the utility. An explanation
of rate schedules has also been
included.

Questions concerning this information may be
directed to:

VP Inc.
PO Box 1785
Sandpoint, ID 83864-0903
208-660-8474

OR
Idaho Public Utilities Commission
Consumer Assistance
PO Box 83720
Boise, ID 83720-0074

208-334-0369
800-432-0369

http://www.puc.idaho.gov

TERMINATION RULES
Summary Of Rules And Regulations of the Idaho
Public Utilities Commission (IPUC) Governing
Customer Relations Of Natural Gas, Electric And
Water Public Utilities
A utility may terminate service to a customer without
his/her permission after adequate notice for the following
reasons:
1. Failure to pay an undisputed past due bill, or when
payment is made with a dishonored check or
electronic payment.
2. Failure to make security deposit where it is required.
3. Failure to abide by terms of a payment
arrangement.
4. Customer or applicant misrepresented their identity
for the purpose of obtaining utility service.
5. Customer or applicant denied or prevented the
utility's access to the meter.
6. Willful waste of service through improper equipment
or otherwise.
7. Customer or applicant is a minor not competent to
contract as defined by Idaho Code.
8. Customer or applicant owes money on an existing
account or from a previous account for service
provided within the past four years.
A utility may deny or terminate service without prior
notice to the customer or applicant and without his/her
permission for one or more of the following reasons:
1. A situation exists that is immediately dangerous to
life, physical safety, or property.
2. The utility is ordered to terminate service by any
court, the Commission or other duly authorized
public authority.
3. The service is obtained, diverted, or used without
the authorization or knowledge of the utility.
4. The utility has made a diligent attempt to notify the
customer of termination, but has been unable to
make contact.
NOTIFICATION
1. A billing may be considered past due fifteen (15)
days after the billing date. A written notice of
termination must be mailed at least seven (7) days
before the proposed termination date. (Initial
Notice)
2. At least twenty-four (24) hours before the service is
terminated, another attempt shall be made to
contact the customer in person or by telephone.
(Final Notice)
3. If service is not terminated within twenty-one (21)
calendar days after the proposed termination date,
another initial and final notice are required.
4. No additional notice is required if, upon receipt of a
termination notice, the customer makes a payment
arrangement and fails to keep it, or when payment is
made with a dishonored check or electronic
payment.
WHEN TERMINATION IS NOT ALLOWED
1. The unpaid bill totals less than fifty dollars ($50) or
two (2) months service, whichever is less.
2. The unpaid bill is for service to another customer.
3. The unpaid bill results from the purchase of non-
utility goods or services.
4. Terminations are not allowed on Friday, Saturday,
Sunday, legal holidays recognized by the State of
Idaho, the day preceding legal holidays, or at any
time when the company is not open for business.
MEDICAL EMERGENCY
If the customer or a member of the customer's family is
seriously ill or has a medical emergency, the utility will
postpone termination of service for thirty (30) days if a
written certificate signed by a licensed physician or public
health official is received.
PAYMENT ARRANGEMENTS
The Company may assist you by making payment
arrangements not requiring immediate payment in full. Please
contact us prior to the Final Date to arrange such a payment
plan.
COMPLAINT PROCEDURE
An informal or formal complaint concerning the
termination of service, policies and practices, or any
other matter may be filed directly with the utility. If the
customer is dissatisfied with the proposed resolution of
the complaint, they may contact the Consumer
Assistance staff at:
Idaho Public Utilities Commission
PO Box 83720
Boise, ID 83720-0074
800-432-0369 (toll free) or 208-334-0369
http://www.puc.idaho.gov

Termination of service is prohibited while a complaint is
pending with the Commission or with a court in the
State of Idaho.

The Commission’s Utility Customer Relation Rules are
available on the IPUC’s website.
IMPORTANT REMINDERS
• It is the customer’s responsibility to repair any
water leaks or damage to the service line from the
meter to the home, in the home, or on the
customer’s premises. Preventing lines from
freezing and making prompt repairs, if necessary,
result in lower bills and conserves water.
• Make sure you know where the main water shutoff
valve in your house is located in case you have a
plumbing emergency.
• Fire Hydrant
Any customer with a hydrant located on their
property is responsible to make sure that access to
the hydrant is not blocked by landscaping, trees,
shrubs, or fences. Fire department personnel
must be able to reach all sides of a hydrant.
• Meter Access
Company personnel must be able to reach all
sides of a meter easily. The customer must make
sure that access to the meter is not blocked by
landscaping, trees, shrubs, or fences. Typically,
the meter cover is located near where the water
line enters the property.
• 811 – Before You Dig
Idaho Code, Chapter 22, Sections 55-2201 to
55-2210 requires anyone digging, including
homeowners, to contact Digline 2 to 10 business
days before starting work.
Call 811 or enter ticket at
https://www.nid811.com/

NOTE: No one, except an authorized agent of VP Inc.,
shall tamper with, interfere with, repair, connect to, or
replace any of the Company’s property. Any damage
to the meter or the Company’s equipment by the
Customer will be the financial responsibility of the
Customer.

Exhibit 14
Company Tariff
VP Inc. Water System
RATE SCHEDULE 1 -RECURRING CHARGES
MONTHLY CHARGE: $35.00, $40.00, $45.00
Dependent of date of connection.
RATE SCHEDULE 2 -NON-RECURRING CHARGES
RECONNECTION CHARGE: $50.00
This charge is applicable to all customers where water has
been physically turned off for non-payment of a delinquent bill.
LATE PAYMENT CHARGE: 1 % of unpaid balance
This charge is based on the unpaid balance at the time of the
next billing.
Issued (1/8/24)
Effective (1/8/24)
Order No 35998
Issued by VP Inc.
VP Inc. Water System
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.
Issued (1/8/24)
Effective (1/8/24)
Order No 35998
Issued by VP Inc. t·.:m~M
VP Inc. Water System
2.9 Customer Charge - a recurring fixed charge to recover a portion of
the cost of meter reading and billing.
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.
Issued (1/8/24)
Effective (1/8/24)
Order No 35998
Issued by VP Inc.
VP Inc. Water System
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.
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
Issued (1/8/24)
Effective (1/8/24)
Order No 35998
Issued by VP Inc.
~®~'
VP Inc. Water System
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 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.
Issued (1/8/24)
Effective (1/8/24)
Order No 35998
Issued by VP Inc. .
Rich~rd A~sident ~ili ~ 6')),
VP Inc. Water System
6. 7 Accounts shall be continued and water bills rendered regularly until
the Company has been duly notified to discontinue service.
7. METERING (If Applicable)
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 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
Issued (1/8/24)
Effective (1/8/24)
Order No 35998
Issued by VP Inc.
~~~~,Ss:~ •
VP Inc. Water System
(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 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.
Issued (1/8/24)
Effective (1/8/24)
Order No 35998
Issued by VP Inc.
VP Inc. Water System
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 t ime of connection, and the
applicant's advance .
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:
Issued (1/8/24)
Effective (1/8/24)
Order No 35998
Issued by VP Inc.
R
VP Inc. Water System
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 not be charged for any
situation or circumstance in which the Customer's water supply is
disconnected by the Company for its convenience.
Issued (1/8/24)
Effective (1/8/24)
Order No 35998
Issued by VP Inc.
VP Inc. Water System
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
Issued (1/8/24)
Effective (1/8/24)
Order No 35998
Issued by VP Inc.
Ric
1
VP Inc. Water System
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.
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 (1/8/24)
Effective (1/8/24)
Order No 35998
Issued by VP Inc. . .
VP Inc. Water System
14. Special Provisions or Amendments
Issued (1/8/24)
Effective (1/8/24)
Order No 35998
Issued by VP Inc. ,
RR1~•~_Q!l)Q .

Exhibit 15
Company Main Extension Rules

SWC Model Uniform Main Extension 2009.doc 1
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

SWC Model Uniform Main Extension 2009.doc 2
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

SWC Model Uniform Main Extension 2009.doc 3
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.

SWC Model Uniform Main Extension 2009.doc 4
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

SWC Model Uniform Main Extension 2009.doc 5
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
C.1.a. above.
c. In lieu of providing the advances in accordance with Sections C.1.a. and
C.1.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 C.1.a., C.1.b.; i and C.1.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 C.1.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.

SWC Model Uniform Main Extension 2009.doc 6
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.

Exhibit 16
Assets Required for Service
Assets required to provide service; all are currently in place.
Water mains
Two storage reservoirs
Wells
Well pumps
Well house
Finished water meter
Chlorine feed system

Exhibit 17
Map of Service Area
Road Centerlines □ Parcels High Resolution 60cm Imagery 1:9,500
o 0.05 0 1 0.2 mi
Primary World Boundaries and Places High Resolution 30cm Imagery I ,, 1' ,, ,, 'I 't I I I I
0 0.075 0.15 0.3 km -Secondary World Imagery Citations
Local; Ramp Low Resolution 15m Imagery 2.4m Resolution Metadata
Esri, HERE, Garmin, (c) OpenStreetMap

Exhibit 18
System Installation Drawings
•
,
w • 0 __,,
ro '" • ro <U "
'
FIRST ADDITION TO HII)DEN LAKES
?:c"l -"' ':, '?;,.
\
~
u w .
~ a "" __,, . a
i; " -
'" __,,
0 • "' "" ro -i<> <U
"
!\ TR!\CT or LAND LOCAT£D IN A PORTIO/ Dr TH[ [!\;,T HA-lF fF S[CTION 36,
TOWNSHIP :iB NCRIH, RANG[ 1 W[ST, BOIS[ M[l?IDIAN , BONN[/? WUNTY, IDAHO
NORTH
SCALE I' = 100'
TRUE NORTH
100 50 '2110
--~--!!!liiiiiiiiiiiiiiiiiiiiij
0 IO 0
/<ESfR.VOIR.
(s~r;-s4tF.r 2M•2
1'o 9~ .1 -
"l'>~._1'.
G)
0
0
0
\
\
'15'
L-'f_J OJ 'I f V (.
-------
,rrf'/CAL SEWE/i' CL£t,N OUT
/'/.T. S.
0
S62•32'36''w
B9,96
®
CON.t.JE.C.T &,'' ~ATER 10 E'XISrJNG. b"
{-1/.JSTALL THRU<,,r f:,LQC,J(..,
lf.JSTALL Tl-/l<uc;: SLOc..K.
0 rXl5TIN(; PUNP STATION
NOTES
1.) ALL CON'STRUC-Ti::,N '.HALL 'l<E IIJ ACU:>RDAJ4c£
vJ 1TH IDAHO STA •I DARD;, FC,R pueuc. v-./011.i:.,
CoNSTRUC.TI0"-1 '.£GTl0'1S 3D0, 400 ~ 500,
2J ALL. f✓ATE"I/. LINGS s~Au. Be C900 PVC.
;;.) Al-L SEWER. LII-JlaS S~ALL. Be 3034 PVC.
LE,:;END
0 :;ET 5'/8' DIA. X 30' L□No REBAR ,_,ITH YELL□,_,
PLASTIC CA-P MARl<ED 'PLS 1:,107'
~ FOUND ~DNU~ENTATIDN AS NDTEO
• SALCULA TED P□rnT N □r SET PHASf I
WATER $SEW ER PLAN
VERMEER E'NGINEERING
102 SOUTH FOUR.TH AVE.
SANDPOINT, IDAHO 83661
OCTOSE R I. 1992 SI-I, 1 OF 2 ·
t'JILLER ancl ~ssc;coc;cc"'lacatc:cec;csc------+~
102 S. 4th A VE.
SANDPflllff, ID .. 03864
(208) C:63-1~3
-
:
•
•
•
l
lo . ' "'
" " _...jL--.---------~
¥' -+----------"
~ 1'5@'/2"O.C-CONT. »'/WALL STElL (tyt) TOP STEEL --1----------\.i
\.)
-+----------? "' ~
@.,
_,__ __ __c ___ \t , ---7
I ,-7 I
I • I I I L _ _J I L __ _J
DIAGOtYAL BARS S 11 1/@ 10'0.c.
tyf'-ALL CO/ff'(ERS
TANI( CAl'ACl :·_y@ ;,;5'oE.PT/I' {/5,000 GAL.
80TTOM STEEL ►
1--7
.1.1--1 I
~I ~I • I I
L _ _j I L_ie:_ _J
e" l"LOO~,-~:Alt\")
;?,1
.JO"
I I
I I
I I
I I
I I
I I
I I
I I
I I
I J.-q· GAL/I.
I I
I I
I I
I I
11 i/"OVE/!FLC?_Jo/)
6 ,... f ,Bars @ /cJ'o.c. (t)'/'• All CorA'ers)
Fli ru R.G" SU !'.MC R. Sll''J.J;
fi.H4P FOR O11-/eR._ /<e~­
Z,/"
12_"DIA 11ou:--')"_'\
B" CL IW PVC \ I ./
1--7
I ,-7 I
I I • I I
LL--l_j
....,,
~ ~ --",:---",:---",:---"s---+-.,,___1-
--.j :,...
~---~-~-~I-~+­
::\ ~ ------''<--P...----"~ ~
\..,: ~-------''<--''<-I­
Cl
\J
(_j ----~----"s:---1-
c:5 • •
i° ------------il-
3 *4 /3,ARS (,,' LON{,
TOI' ¢ Bo110,,1
.J •4 EA~<; IY loll/C,
10P f f!;:;TTO"'f
24 11
r,1'----5. o''-------rl
lfATCI! '¼'.OC/11/NG
STEEL COV.e/?
I I -1·1 ( t' I 1 -------'----------+-+-------;-----t=-t~ --·------;r~,,L---7"'-::..__--H--1--+1-li.l'..._. ______ _j I I ' I I I ,
• • .
,.....,--VE I/ T. ti S r;, 12" O. C.
. • • .
1
TOP SLAB ANO PLA;)/ VIEW
/"• 20'
5 Bar@' 12'O.C.·B0T/I w'.!YS
.
I/" VE,Y,T 'fSC!rEE,VELJ E#O
. .
V
8-11.S B~r.s IN C0LIIMN .f+~lrt--W/#3 Tl££@ 12." Q.C.
ty{'· ALL COL UM/YS
#/f BAn'S-f''LO,YG
/ @ s' 0, C. /JoTh' WAYS (tyt')
. . . . .
I I
. . . -.
+--18"
........,.._--
-
' <)
" ct,
7 WELD 3·"4 '/
R>cBAR
/NS TAU. PIT­
UiSS AOAP1oil. ~
----:-~.%.•/. 6¥.~ ----------
~ 2."G.V
I I
I I
I I
I I
~:}J
WELD SQuAR£' PLATc
IN 4 Pl/Jc.ES 1D c.A'Si"JC,
V4" T~~FADCI)
/STEEL .+:4TCIICOVE/? "f'LOCI<
I I
1.--# I/ ;fe-.8or €? Ii?" 0.C.
/lOTh' i'VAYS
. .
r,-. Z" &ALV, S'TEf't..
e
0
'
'I" ORA/Ir • -----,1-J i+t+ ., !-+---8'' CLA<;S. ibO PVC..
TO DAYLIC/-IT_,1-,-I-------I-' I 1
V!/scf/EENED /;/{/) HLL w/ C.OIJ(.. ~ i 4'-0'
CR0SS-SECT/O/v' 1 1 l l V----GLUG CAP 0/.1 DJL)
,E;T CASIJ--lG. I hd,1c OF (/lf,/1)(,
l/-1 4" OF Nt, (D,J'., ----hL=""-_....l __
REVISED 8/10/97-
\. tllGI!
\ST.
;1/.1/f
729
I
Fl RST ADDITION TO HlDDEt~
LAKES SLIBDI\/ISION
P/-jASE. I
RESEPi\/OIR PLANS
V£1\'MEE~ ENC//JIEEl?/NG
/02 $, '("O//RT/1 AVE
SANDPOINT, IfJ. 8386'1
NAY 3, 1992
I
I
' '
,
(,
I
•
' . ' ....
-
__ fl--( .. ' . . ' ..
,
TEE BEND
THRUST BLOCK DETAIL5
RJR.. l,./ATER MAIN F/1TING3
Nor m SC.A 1.-1=
CAP
'
TYPICAL SEWER. CLEfl,J-.lOUT
\..J. T. S.
• •• "· -
1
ss ®
W/1,tER St~VICE"
P/2oM ieXTC~. I,,"
Q-, MA1t--.J Fo/2. LOT'
~ 4B~ 49. ,
I.OT tS s£w.sie.. >"IZVILt
iO c.o,.Jo-Jl.'Cr ,0 1,:-,..Tl:,, 1-'lMi-l
. I
/
1/
'/ l:xTG (,,"
WAT!c/l..
WATt;R. 4 se:1,H~R PL.At-!
/" = 100'
NDTES
/, l-'1IN/MI..IM S€f>Ai:1.ATICN G~'e'N WATE"!i. ~ ~W£R UA!/I"S
SH'1U... E€ /8''. CARil.iei'-PIPf' SHAI.-L Eo IN 5TAL.1..fcD 1-1/
201 PVC. CASlt./6 IF 5t-'1l'l/2.A71u/J IS L.E,S,
Z. i/JST/1-(..(. Wl'-iGIZ.t/11; Tl·IIU,IIT Bi..oC-J<'.., ftT f'rLJ.., &"AJD5 OIL
C/'il"te.lbic!S IN A-(.Jf,rJl1tNT OP 71-1:, I.VATt/?... //14-11,I,
®
2 " WA1£R SE/2V le£
c.o.
·,
Cs.,.€ NV~ f
To EXIST '('1 SEWE!f
E,SMN'r. /JETW/4"[/Y LOT• 7[fJ
/1/IA Si, I
--t1---yl
TJ-/15 SHI=TT
ss
I ··-r
! j
)<E:SEe.V0/1<-C? EL":'/, 2.44 5"
C Seel!': s1-h£'<=<" 2..)
•
FliJ15H GMDI?
0'' WATER. MAIN
~ORTH
Z"G.<\L.V. PIP/ii.
Z"G.V.
DRILL. 4 £A. 1/4-" /.IOI.£$
I /.J EL.BOW.
BLOW OFF DETAIL
N05CALE
4'-0''
Vt.RIES
_J
FtAc.£ A :;i.o' 8ZC.T/or..l OP PVC CA-$/NG ARi:>UAJD S!,Wc,:2.. Ll,\.Jf?
(·!H::r.f" PIP/N(i, Cl20SSl:S A WA-TI:t<.. MAnJ. THIS IS. ro e€'
/1.! ~TALUcO Wl-11='2.1= SePA/2..A-TloN I'S 18" ol2 Ll:'"S5 ,
.
PIP~ CASlt-.JG D£=TAIL
NO SCALE
SECOND ADDITION TO
HIDDEN LAKES
WATER AND SEWER -
VERMEER ENGINEERING
102 SOUTH FOURTH AVE
SANDPOINT, IDAHO 83B64
MAY 16 19r:,4 SHEET\ a=z
i ... ;
..
l
i
!·
I
i ' I
-.
i •
= 0
'
0
• '9 ,,
()-
1..,__ ____________________ z4' -o'' --------------------~
·i
•
I/
I,'.
•
'
-.;,
'
•
t 1·
.,
.. -.
.
1::;7Hot21z. .;t4-@ 12"0.C.
-,#-'5 !sAQS ll 12-"QC.. CONT. W/WAU. 5Wct.. (T'IA)
TDP STEEL BOTTOM 5TEEL
it-4 ~ 12"0.C. CONT.
W/WALL 5TEEL l'TYP.) IB lo' FlDOR. DAAlN
~FT. _I I
7----"" D/Ac,oi-JAL. BARS.
!5-t,4-@ 10•0.c.
iYP. ALL Wl<NER.S
FUX>II. S.(C)f€ : is 4 "GAL V, STI:E L
I I
I I
I I
I I
TOP SLAB e RAN VIEN
4" VE"IJT I ''. 5cE£EJJ€0 Ef.lD
' ?Ai,:::::.,,,,, ... ,
C 4' OVE/2.FLOi,./
I I
5·#4 ·M12.5 e ID' O,C,
(T'/P. ALL. CORIJ EQ..,-J
'f, 0.
J.IATCH 'N/
fo'G.V.
,{'Sfl::---a. H,<,r
~
" r "IH• ''< '~-l.\,~ .
11'::f: "' '
.r B'
#5 gt\11.S tel2" O.C. EDTH WA'/S)
("#4 g,>,~s @ 12.'0,C. €0rH l,JAys
. -. ' ' IV . r ' • -' t -
"
,,,.-;:.' 1/ ,,t
-
'
ltG@ IZ.' o.c. OJtJT.
J;J/ /<JALL stE'El.. /TIP.)
!I
~,w,.,-----­" '-1t 4 /2£1l/\Q..@ 12"0.C. l;cn-1 WAiS
4' 0 1e:12.i::1-ow D/21\IN ~
17veoR.T ,i, ~ @ 12 'Cle.-'
~8"
.,.--WATE/L STOP {-rYP.) r 10'
• . -. ~ •
-.
-i
r= '
•
6_ lo' W/\TE:/<. tf.J/ OUT =
_r3" lo" Ft.OD!<. ORJI-\ l ' l • . I o . • • •
.
'-4-1' t:,]_A1t-/ '1D DA'i LJG,/./1
W/ SCRt!!:NE:O eJO
CROSS SEC.70N
• ' . • -• • . /'-' '
I
'-#"5' gJ\RS. A'IS @ /2" CJ, C. &::rrJ./ Jr.I
. --
Cip11,fy: App,1-
J.J -J 7 ,(, I-9,IJ
NCIT'€S
/, AL.L CON srrwc.T 101'/ SHALL BE ii',/ AaoRD/'.\-N CE, vJ l,H
IDA/-1O S,P,./-J DAPJ) S Fo/2. pueL1c W 012.1<. S C.01\Jsr {WLT/ Q/\,J
S£c:r/ON S zoo , 300, ti 400.
2. At..t.. PIP/NI:, SH4LL '/?€ G,t\tVA/'-: 1?.E"u S.1t7fL QI'.!.. C·")CX)
Pvc As N0Tl:D,
3. 11-JSTA-L.L. coiJTIN LJO(..J$ "WA-ri:12.. SI .F" AT ALL ..)olNT"..S
A/UJUAID /ZJ,,S1=/l?..VOIR..,
4, Tl-it £/Jbl/JE't'Q.. 91AU. li-JSP-f7:T CONSTRUCTION -'\-NO
'PP.oV1f)f, A'5·l!,UJt..T P/./4,JJ TO n-11c-0cPAIZT/\11£1.Jr LJf"
HcA-t..'1H AN o Ntc.PA(.1£",
I
(,," P\JC. VAt..\/:, f$oY. 02..
MAcJUF°: \/Al..'/'= 80-Y.
I " i?P-ASS Cu,Z.& s:ro P
GL
5' :f:
I Y4" SCH 4o PVC.
6' PVC VAt..VF: Bof.
oi;,. MA>-ll.lf", \/ALIJIE" &,j.
-►.__ ________ _,___.)---------\..21
WATER SERVICE DETAIL
I 11 = I'
Fl2nM /<£ :s1oruc£
_.,-,"11GTrii't:;;'
,' ' \; ·--·. "•"/ : ' " ' ''!ft:#~
. ,<'.\, ~• <k,V , 1ciY•
/ II ;:. / I
A 5-/J 0/.t. T
SECOND ADDITION TO
HlDDEN LAKES
RESERVOIR PLANS
VERMEER ENGINEERING
102 SOUTH f0l1RTH A\/E.
SANDPOINT, IDAr\0 83Bb4 :'
MA'f 16 1994 SHEET 2·0F2
I .
'
, I • ' !
'
. !
' '