20240418SWS to Staff 1-30.pdf

STONERIDGE
Stoneridge Utilities
pJ` r P.O. Box 298
Blanchard, ID 83 804
Ph(208) 437-3148 Extn. 4
Sent by: USPS Priority Mail
April 15, 2024
Commission Secretary
Idaho Public Utility Commission
11331 W. Chinden Boulevard
P.O. Box 83720
Boise, ID. 83720-0079
RE: StoneRidge Utilities, LLC General Rate Case Application SWS-W-24-01, Response to
Production Request #1.
Dear Commission Members:
Please find enclosed our completed responses to Production Request #1, along with a
,-cD Rom containing files with the Water System Operations Manual.
USB Memory contains digital files requested.
5
Ple s let us k� ow if you have any questions.
Sin
Ch upia
Man ing Member CDS StoneRidge Utilities, LLC

Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 1: Please provide a schedule showing all costs incurred in
processing the general rate case to present. Please see the spreadsheet for 2020-
2023, Jan-March 2024 and April 2024.
Company Response 4/12/2024

C+K1:Q14ompany Name: CDS StoneRidge Utilities, LLC
Idaho PUC Case Number:SWS-W-24-01
Test Year ended: 12/31/2023
Am^rtization of Rate Case Costs
4/I thru 4-15-2024
Total Hours
Name JM RF TZ BL CK TK JD GZ Total hours per day
1-Apr 11 11 0 0 9 8.5 0 8 47.5
2-Apr 11 11 0 0 9 8.5 0 8 47.5
3-Apr 11 11 0 0 9 0 0 0 31
4-Apr 81 8 0 0 01 0 0 0 16
5-Apr 8 8 0 0 01 0 0 0 16
6-Apr 12 0 0 0 81 3 0 0 23
7-Apr 8 8 0 0 0 0 0 0 16
8-Apr 12.5 10.5 4.5 8 9 8.5 2 1 56
9-Apr 12.5 10.51 6.5 7 9.5 8.5 0 8 62.5
10-Apr 14 10.5 1 7 9.5 8.5 0 8 58.5
11-Apr 11 1 7 0 11.5 8.5 0 8 47
12-Apr 10 10 7 0 10 3 0 6 46
13-Apr 6 0 0 0 6 1 0 0 13
14-Apr 81 0 01 0 8 8 01 01 24
15-Apr 71 71 01 0 7 7 0 0 28
Total hours per person 1501 106.51 261 22 105.5 73 21 471 532
Total Cost
Name JM RF TZ BL CK TK JD GZ
Labor rate $25.00 $40.00 $26.00 $25.00 $125.00 $125.00 $30.00 $39.00 Total Cost per day
4/1/2024 $275.00 $440.00 $0.00 $0.00 $1,125.00 $1,062.50 $0.00 $312.00 $3,214.50
4/2/2024 $275.00 $440.00 $0.00 $0.00 $1.125.00 $1,062.50 $0.00 $312.00 $3,214.50
4/3/2024 $275.00 $440.001 $0.00 $0.00 $1,125.001 $0.00 $0.00 $0.00 $1,840.00
4/4/2024 $200.00 $320.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $520.00
4/5/2024 $200.00 $320.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $520.00
4/6/2024 $300.00 $0.00 $0.00 $0.00 $1,000.00 $375.00 $0.00 $0.00 $1,675.00
4/7/2024 $200.00 $320.00 $0.00 $0.00 $0.00 $0,00 $0.00 $0.00 $520.00
4/8/2024 $312.50 $420.00 $117.00 $200.00 $1,125.00 $1,062.50 $60.00 $39.00 $3,336.00
4/9/2024 $312.50 $420.00 $169.00 $175.00 $1,187.50 $1,062.50 $0.00 $312.00 $3,638.50
4/10/2024 $350.00 $420.00 $26.00 $175.00 $1.187.50 $1,062.50 $0.00 $312.00 $3,533.00
4/11/2024 $275.00 $40.00 $182.00 $0.00 $1,437.50 $1,062.50 $0.00 $312.00 $3,309.00
4/12/2024 $250.00 $400.00 $182.00 $0.00 $1.250.00 $375.00 $0.00 $234.00 $2,691.00
4/13/2024 $150.001 $0.00 $0.001 $0.001 $750.00 $125.001 $0.001 $0.001 $1,025.00
4/14/2024 $200.00 $0.00 $0.001 $0.001 $1,000.00 $1,000.001 $0.001 $0.001 $2,200.00
4/15/2024 $175.00 $280.00 $0.001 $0.001 $875.00 $875.001 $0.001 $0.001 $2,205.00
Total Cost per day $3,750.00 $4,260.00 $676.001 $550.001 $13.187.501 $9,125.001 $60.001 $1,833.001 $33,441.50
Y:\IPUC Rate Tariff 2024\24-01 Application\24-01 Application\P Records Requests\1st Record Request\Submission Files\First Prod.
Request\PR1_Quest.1 -Comp\Rate case Labor Cost Details to date.xlsx

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Case # SWS-W-24-0 1-StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 2: Please provide a schedule showing the details of the Known
Changes in the Accumulated Depreciation as shown in Exhibit No. 1, Schedule B.
Answer: See attached excel file
Company Response 4/12/2024

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Case # SWS-W-24-01 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 3: Please provide the costs and benefits to the system and a narrative to
explain why it is necessary for the golf course to be on its own well, as is stated in Exhibit No. 2,
Schedule A.
Answer: Any and all customers have the choice to procure water from Stoneridge Utilities
or any other source of their choosing. The primary cost/benefit to the water company of no longer
serving the golf course's irrigation demand, is that the wear and tear on the system is reduced.
Specifically unexpected breakdowns are less likely. In addition since the golf course was on a
interruptible contract they paid less for usage than all other customers. The estimated loss of net
revenue is $6,148.59 per the attached Request#4 narrative.
Company Response 4/12/2024

Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 4 Please provide a schedule explaining the known changes for the
Purchased Power and Chemical Expenses shown in Exhibit No. 2, Schedule B.
Answer: See Attached narrative
Company Response 4/12/2024

StoneRidge Utilities, LLC,
Known Change for Loss of Golf Course Irrigation Sales
Overview: In 2023 4th Quarter, StoneRidge Golf completed installation of a
new water well and connected this well and supply lines to the golf course's
existing water distribution system that provides all irrigation water to the
18-hole StoneRidge Golf Course in Blanchard, ID. The Golf Course's 6"
irrigation meter was turned off in October 2023.
In 2023 the 6" meter used 46,548,200 gallons of water for the golf course
irrigation. For this water usage the Golf Course paid $15,360 in monthly
minimum fees and $33,049.23 in usage fees (.71/1,000 gallons). So golf
course irrigation used 41.96% of the annual system volume and paid
16.81% percent of the system revenue.
Removing the golf irrigation meter from the system will reduce total annual
revenue by $48,409. This change will also reduce the electrical bills by the
following amount:
1. $18,882.65 for meter 50867 that provides power to the golf
irrigation system pumps only
2. $10,728 for meter 52940 which provides power to the two well
pumps that provide water to the entire system ($26,820.34 X
41.96% = 10,728.00 reduction power).
Combining the $18,883.65 + $10,728.00 results in a reduction of
$29,611.65 (58.61%) in annual power costs with golf irrigation
removed vs $50,520.90 actual cost in 2023—i.e. projected 2024 power
costs would be $20,639.25.
And lastly chlorine costs in 2023 were $14,653.47. This is projected to drop
by $6,148.59 (41.96%) to $8,504.88 in 2024.
To list:
Reduction Golf Irrigation Revenue $48,409.00
Reduction in Golf Irrigation Pump Power exp 18,882.65
Reduction in Inland Power Well Pump Power exp 10,728.00
Reduction in Chlorine Expense $6148.59

Case # SWS-W-24-0 1 —StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 5: Please provide a schedule detailing the calculation of the test year
actual depreciation expense and known changes to depreciation expense as shown in Exhibit No.
2, Schedule C.
Answer: See attached PDF and Excel Files
Company Response 4/12/2024

E.\24-01 Apphut-\24-01 Application\Excel Ex h,bi is\2020_2023 Annual Depreciation W-ksheet SRU Water Known Schedule xlsx
Exhibit B Depreciation Schedule
StaneNdge Utilities,L1C Water 2023
KNOWN CHANGES _T
� f,(\{1uinlaled Drdetladon 2023 201) 201) 2021 2023 Net
StakrMNa QePredHlfn@!me __ 2023 6e6_641 Anno+l 041rec Ending Dal EMOdg f\66OW i_ Balance
2W3 i021 202) A-!It- Accum Depr Expense Accum Dtp,ec Nlfeif i ARM Aaf.
Ateourlt ON,
309 1 WNN I ;616% Adhdm In
lORSD 482 ]]4,820 F nse _ S 4,820 $ 774,820 $
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SIOfOwerQenMftl4r160IdI1tMttt 4,11% _ _ 144.Z9! 14t129) _ _ 5_930 330Ppwer GeneraHonE u'ment 5.930 5,9)0 ll 138,362
)lI foarkr Wmflt6 Equipment 4.11% 91.967 74.000 165,967 6,821 311 Power Pumping Equipment 91,967 6,821 98,788 166A67 67,179
l70►Wdtcatgn 7yatflld 6.67% Sr076 SA76 339 320 PLLr;' ILn5 [sms 3.904 339 4,243 SA76 835
Ill Trans&QHVWs4bn MMnsAA[[sda. &67% 1I2l00. 112,500 7504 331Trans.&DisMbutipn Mains&Access 1504 2,5M IlI,S00 )OfA9f
333741vita7 Nat New CMMat10f4 SOD% 200,989 5,074 206,063 10,303 333 Services Net New Connections 19.799 10,303 30.101 206,063 175,961
I34 Met, en fed Motor MMf6dettl 2&TS% 2T.7S1 241AM 2fi8.915 77.230 334 Meters and Meter Installations 303 77,234 102332 26&!I7 166383
775 nls 3.15% Is"; 13.8231 4363A t3ldrfrns 1 979_ 436 I2.41S Il�i2l 1,409
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341 Transportation Equipment 2Q 98.000I 19,600 341Trdnsportation Equipment 0 19,500 19,600 98,000i �400
T9W rtdfllde 6ltOfnl6 {L240.602 S 675339 S 1.9/6.451 I8 13339fi Otal Accumulated 0epreda0on S 1 65�5 13),)96 S I.IA7.961 S 1,916.4531 S 771.4K

Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 6: Please provide the loan documents for all debt outstanding. Please include
a current balance and amortization schedule for each debt.
Answer:
1. DEQ-See attached DEQ Loan Agreement. Per the Order 433249 "It is
further ordered that the Company shall work cooperatively with
Commission Staff in its efforts to monitor the collection of the
ongoing surcharge more fully discussed above."
2. The most recent DEQ statement is attached.
3. See attached Line of Credit Agreement between Esprit Enterprises &
CDS StoneRidge Utilities, LLC
Company Response 4/12/2024

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STATE OF IDAHO
DEPARTMENT OF
.o
ENVIRONMENTAL QUALITY
1410 Norih Hilton•Boise,Idaho 83706-1255•[phone] Dirk Kempthorne,Governor
C.Stephen Allred,Director
August 28, 2003
Mr. Dean Allara
CDS Stoneridge Utilities,LLC
P. O.Box 280
364 Stoneridge Dr.
Blanchard, ID 83804
Dear Mr. Allara:
I am please to inform you that your application for loan in the amount of $213,450 from the
Drinking Water State Revolving Fund has been accepted. The loan offer is enclosed.
Once this offer has been accepted, please complete the project schedule on pages 5 and 6 and
sign the offer on page 10. A copy of tic signed offer should be kept in your files. The
original loan offer and the completed EPA Form 4700-4 should be returned to Bill Jerrel in
this office at the address listed above.
If you have any questions regarding this loan offer please contact Bill Jerrel at [phone]
or John Tindall in our Coeur d'Alene office at [phone].
incere
S� hen llrcd
Di3'ector
cc: John Tindall, Coeur d'Alene Regional Office

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Loan No. DW-9918
E. Estimated Project Budget
1. Administration&Legal $ 14,000
2. Engineering Fees 31,900
3. Construction 167,550
4. Total $213,450
SECTION III. GENERAL CONDITIONS
This offer may only be accepted by signature by an authorized representative of the Applicant. Upon
acceptance by the Applicant,this offer shall become a loan contract and the Applicant shall become
a Borrower.By accepting this offer,the Borrower agrees to all terms and conditions set forth in this
document and the Rules:
The Borrower agrees:
A. To not transfer, assign or pledge any beneficial interest in this contract to any other person
or entity without the prior written consent of the Director of the Department of
Environmental Quality (Director). To not enter into sale, lease or transfer of any of the
property related to the project. To not make any additional material encumbrances to the
project without the prior written consent of the Director. To not incur any liabilities that
would materially affect the finds pledged to repay this loan without the prior written consent
of the Director. To not delegate legal responsibility for complying with the terns,
conditions, and obligations of this contract without the prior written consent of the Director.
Notwithstanding any other provision of this paragraph,the Borrower may sell or otherwise
dispose of any of the works, plant, properties and facilities of the project or any real or
personal property comprising a part of the same which shall have become unserviceable,
inadequate, obsolete or unfit to be used in the operation of the project, or no longer
necessary, material or useful in such operation, without the prior written consent of the
Director which will not unreasonably be withheld.
B. To enter into such contractual arrangements with third parties as it deems advisable to assist
it in meeting its responsibilities under this contract.
C. To fulfill all declarations, assurances,representations and statements in the application and
all other documents, amendments and communications filed with the Department by the
Applicant in support of the request for this loan.
D. To comply with applicable State and Federal employment requirements including, but not
2

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BT66-MCI 'ON uIeOZ

Loan No. DW-9918
SECTION IV. PROJECT MANAGEMENT
The Borrower agrees to:
A. Require the prime engineering firm(s)and their principals retained for engineering services
to carry professional liability indemnification to protect the public from the engineer's
negligent acts and errors of omission of a professional nature. The total aggregate of the
engineer's professional liability indemnification shall be one hundred thousand dollars
($100,000) or twice the amount of the engineer's fee, whichever is greater. Professional
liability indemnification must cover all services rendered for all phases of the project,
whether or not those services are state funded,until the certification of project performance
is accepted by the Department .
B. Comply with the Public Contracts Bond Act, Title 54, Chapter 19, Idaho Code, including
requiring the prime construction contractor retained for construction to carry performance
and payment bonds equal to one hundred percent (100%) of the contract price. The bond
will be released when the constructed facility is accepted by the Borrower.
C. Assure that contracts related to the project which provide for arbitration allow appeal of any
resulting arbitration decision to a district court or allow the arbitration to be non-binding on
both parties if either party desires not to use arbitration as a method of dispute settlement.
rD. Jointly with an engineering consultant provide assurances that the physical and operational
integrity of the works,when constructed,will achieve the level of treatment provided for in
the design specifications.
E. Provide for the accumulation of funds through charges made for services or otherwise, for
the purposes of(1) establishing a find dedicated solely to the repayment of principal and
interest on this loan, (2) capital replacement and (3) future improvement, betterment, and
extension of such works occasioned by increased usage on the facility.
F. Provide a plan and program for an equitable user charge system for payment of operation and
maintenance of constructed facilities. The user charge system shall be approved by the
Department and enacted by the Borrower prior to receiving final payment. Make available
on an equitable basis the services of the project to the residents and commercial and
industrial establishments of the area it was designed to serve.
G. Develop and adopt a water system protection policy approved by the Department prior to
receiving final payment of loan funds.
H. Provide an operation and maintenance manual for the project approved by the Department
prior to receiving final payment of loan funds.
4

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8T66-MG 'ON uPo2

Loan No. DW-9918
l
User Charge System Enacted
i o Water Protection Ordinance Enacted
L) Final O&M Manual
E Final Inspection
r Initiate Operation
Final Payment
B. The above schedule constitutes the project schedule; all amendments to the project schedule
must be approved by the project engineer in the DEQ regional office, prior to becoming
effective.
SECTION VI. SECURITY REQUIREMENTS
The Borrower agrees:
A. Upon completion of construction this loan will be evidenced and secured by a promissory
note in the amount of$213,450 plus accrued interest, if applicable. The loan will be repaid
solely from revenues provided by a surcharge, approved by the Idaho Public Utilities
Connnission, from the Happy Valley Ranchos customers. A copy of the promissory note
will be attached to this contract and incorporated by reference.
B. To establish a reserve account that within 5 years will contain an amount equal to 1 year's
repayment of principal and interest due on this contract. A minimum of 20 percent of the
total reserve will be deposited annually during the 5-year period. In the event Borrower fails
to make any repayment due on this contract,Borrower shall immediately use the funds in the
reserve account to pay the past due principal and interest on this contract. Borrower will
infonn the Department in writing when funds from the reserve account are used. Within 30
days of using the finds in the reserve account, Borrower will replenish the reserve account
in an amount equal to the amount borrowed from the reserve account. The reserve account
may be used by the Borrower solely for the purpose of securing repayments on this contract.
C. Establish and maintain accounting records for the water system as an enterprise fund separate
from the wastewater system.
D. Establish and maintain a cash budget that contains an amount equal to one and one-half
months of operating expenses.
E. Prior to completion of construction complete a capital improvement plan and capital budget
to address long-term capital improvements to the drinking water system.
F. Prior to completion of construction establish policies that address safety and/or risk
management and operating emergencies.
6

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8T66-MG 'oDI u'eoZ

Loan No. DW-9918
A. This loan shall be repaid in the manner set forth in the promissory note that shall be attached
to this contract and incorporated by reference.
B. To pay biannual payments of principal and interest and to fully amortize this loan not later
than twenty 20 years from project completion. Interest will begin accruing with the first
disbursement. At the end of construction accrued interest will either be paid to the
Department or incorporated into the final loan amount if the approved amount has not been
exceeded.
C. This loan contract shall remain in full force and effect until all loan proceeds, including
principal and interest, have been paid in full or the contract is otherwise suspended or
terminated by the Department.
SECTION IX. SUSPENSION OR TERMINATION OF LOAN CONTRACT
A. The Director may suspend or terminate this loan contract prior to final disbursement for good
cause including, but not limited to, the following:
1. Commission by an employee or agent of the Borrower, of any of the following acts
which affects the Borrower's obligations under this contract: fraud, embezzlement,
theft, forgery, bribery, misrepresentation, conversion, malpractice, misconduct,
malfeasance,misfeasance, falsification or unlawful destruction of records,receipt of
stolen property or any crone for which the maximum sentence includes the possibility
of one (1) or more years' Imprisonment.
2. Violation(s) of any term of this loan contract; or
3. Any willful or serious failure to perform within the scope of the project, plan of
operation and project schedule,teens of engineering subagreements,or contracts for
construction; or
4. Utilizing a contractor or subcontractor who has been debarred for good cause by any
federal or state agency from working on public work projects funded by that agency.
B. The Director will notify the Borrower in writing and by certified mail of the intent to suspend
or terminate this loan contract. The notice of intent shall state:
1. Specific acts or omissions which form the basis for suspension or termination; and
2. Availability of a contested case hearing,before the Board of Environmental Quality,
conducted as provided for in the Rules of Administrative Procedure Before the Board
of Environmental Quality, IDAPA 58.01.23. et seq.
8

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8T66-MC "ON uleoZ

PLEASE NOTE:Questions concerning cam on of this form should be directed to Ceeel" wntreras at 206 553-2899.
United States Environmental Protection Agency FORM Approved
Washington, DC 20460 OMB No.2090-0014
Preaward Compliance Review Report for Expires 4-30-99
All Applicants Requesting Federal Financial Assistance
EPA
Note: Read instructions on reverse side before completing form.
1. A. Applicant(Name,City,State) B Recipient(Name,City,State) C.EPA Project No.
C V-'� S J7,,v F If 104e (•1'rlL i7 D�5, �.<- ! an
1-6 - '&ux 2Y�, Y�crrNul�t;',n 1V 53rsoq Sr?�7: /�"S f�1, �1� �"1" JAW- 5�+� �S�r)
11. Brief description of proposed project,program or activity. !
.� Qr -r&a, i. /l7�` i�
!'� VfitcF► 'T�ct�`oS
1�rn STe �E�rr�c tir
ill. Are any civil rights lawsuits or complaints pending against applicant and/or recipient?
If yes,list those complaints and the dispostrion of each complaint. Yes C9'�Io
iV. Have any civil rights compliance reviews of the applicant and/or recipient been conducted by any Federal
agency during the two years pnor to this application for activities which would receive EPA assistance? ❑ Yes 0''io
If yes,list those compliance reviews and status of each review.
V. is any other Federal financial assistance being applied for or is any other Federal financial assistance being
applied to any portion of this project,program or activity? ❑ Yes C'�No
If yes,list the other Federal Agency(s)describe the associated work and the dollar amount of assistance.
VI. if entire community under the applicantOs jurisdiction is not served under the existing facilities/services,
or will not be served under the proposed plan,give reasons why.
Vil Population Characteristics Number of People
1. A. Population of Entire Service Area v C.
B. Minority Population of Entire Service Area i J NK N OL"."
2. A. Population Currently Being Served S
B. Minority Population Currently Being Served i i N�
3. A. Population to be Served by Project,Program or Activity "
B.Minority Population to be Served by Project,Program or Activity -'J
4. A. Population to Remain Without Service
B Minority Population to Remain Without Service
Vlll. Will all new facilities or alterations to existing facilities financed by these funds be designed
and constructed to be readily accessible to and usable by handicapped persons? R--Yes ❑ No
If no,explain how a regulatory exception(40CFR 7.70)applies.
IX. Give the schedule for future projects,programs or activities(or for future plans),by which services will be
provided to all beneficiaries within applicantOs junsdiction. If there is no schedule,explain why. S(1W P L L(, /J," !7,'
X. I certify that the statements 1 h ve a on this form and all attachments thereto are true,accurate and complete. 1 acknowledge
that any knowingly false or mi lea ing on may be punishable by fine or imprisonment or both under applicable law.
A. Signature of Authorized Official Title of Authorized Official
For the U.S. Environmental Protection Agency
Approved ❑ Disapproved
Authorized EPA Official Date
A orm -4` ev. 1 0)Previous// itions are
o so etc
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8T66-MG 'ON u'2OZ

ORIGINAL
Page 1
oS
Revolvin4 Line of Credit Agreement
This Agreement is made and entered into on January 1, 2024, between Esprit Enterprises, LLC,
Inc., 17173 East Pier Road, Bayview, Idaho 83803, hereinafter the Lender; and CDS StoneRidge
Utilities, LLC., 12 Holiday Loop, Blanchard, Idaho 83804, hereinafter the Borrower.
1. Establishment of Account
Under the terms and conditions set forth in this Agreement, Lender and Borrower agree to the
establishment of a revolving credit account (Account) under which Lender, at its option, agrees
to permit Borrower to request cash advances from time to time and to debit Borrower's Account
for the cash advanced and any related finance charges as provided for in this Agreement.
Borrower agrees to make payments on the unpaid principal balance in the Account periodically
as provided for in this Agreement, and agrees that all advances made under this Agreement will
be made on the terms and conditions set forth in this Agreement and in any documents that
evidence the advances made under this Agreement that are incorporated by reference into this
Agreement. The initial Revolving Line of Credit shall be for a 60-month period. This line of
Credit may be renewed by borrower for an additional 60-month term in exchange for a payment
of 1% of the then current outstanding balance on the line of credit.
r ` 2. Maximum Amount
The unpaid principal balance in the Account may not exceed $100,000.00 at any one time.
3. Periodic Statement
Lender will provide Borrower with a statement as of the beginning of each calendar month in
which there is any unpaid balance under this Agreement. The statement will include the unpaid
balance at the beginning and end of the period; a listing of advances made during the period, the
related finance charges, and the date of each advance; any payments made by Borrower or other
credits to Borrower during the period; and the amount of any finance charge.
4. Calculation of Finance Charge
A finance charge will be imposed at a rate of 1.00% percent a month. In calculating the amount
of the finance charge, the rate will be applied to the unpaid balance at the beginning of the
period. The balance to which the rate will be applied includes any arrearages or finance charges.
Revolving Line of Credit Agreement Final
Jr TK /�
CK

ORIGINAL
Page 2
For purposes of computing the finance charge, a month runs from one date in a month to the
corresponding date in the following month, or, if there is no corresponding date,then to the last
day of the following month.A day is considered 1/3 Oth of a month if computation is made for a
of3
fraction of a month. If the finance charge as computed is less than$1 for any monthly period, a
finance charge of$1 for the month will be imposed.
5. Payment and Delinquent Charges
Beginning January 1, 2024, borrower agrees to pay an amount equal to the minimum payment as
stated in the periodic statement by the due date provided in the periodic statement. If any
payment is late by 10 days or more, a delinquent charge in the amount of 10% of the late
payment amount will be imposed.
6. Prepayment
Borrower may pay any part or all of the unpaid balance on the Account at any time. No
prepayment charge will be imposed for any prepayment.
7. Governing Law
This agreement will be governed in all respects by the laws of the State of Idaho.
8. Cancellation
This Agreement may be cancelled at any time by either party giving written notice of
cancellation to the other. Notice of cancellation shall not affect either the Borrower's obligation
to repay any outstanding indebtedness to Lender or Lender's right to collect the indebtedness.
9. Signatories
This Agreement shall be signed by on behalf of Esprit Enterprises, LLC., by Teresa Karupiah,
Member, and on behalf of CDS StoneRidge Utilities, LLC by Chan Karupiah, Member. The
Agreement is effective as of January 1, 2024.
Revolving Line of Credit Agreement Final ,C
_ TKC�--
CK

ORIGINAL
Page 3
�— IO.Security
CDS StoneRidge Utilities, LLC agrees that this line of credit shall be secured for the full value of
the line of credit against the assets of CDS StoneRidge Utilities, LLC and future income through a
UCC-I Filing.
of 3
LENDER:
Date:
Esprit Enterprises, LLC., Teresa Karupiah, Member
BC} *"W'*-
202+
By . y Date
StoneRidge Utilities, LLC,--Water Chan Karupiah, Member
Revolving Line of Credit Agreement Final /
TK
CK

LOAN PAYMENT RECEIPT
Department of Environmental Quality
1410 North Hilton Street, Boise, Idaho 83706-1255
January 9, 2024
CHAN KARUPIAH, OWNER JD
RESORT, INC.
PO BOX 770
BAYVIEW ID 83803
Dear Mr.Karupiah:
Thank you for your recent payment received on 1/9/2024 on the loan listed below:
Loan Total Current
Number Interest Principal Payment Balance
DW-9918A $2,565.23 $24,256.15 $26,821.38 $104,005.43
If you have any questions regarding this payment, please contact Bill Hart, Senior Financial Soecialist at
[phone].

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Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 7 Please provide up-to-date and separate geo-spatial system
maps that outline all contiguous water utility systems operated by the Company.
The map should include the location and elevation of major equipment including
wells, distribution piping, storage tanks, booster pumps, shut-off valves, meters,
fire hydrants, water treatment equipment, etc.
NOTE: Please provide this map in electronic format (PDF) which can be scaled
and enlarged to identify all aspects of the system.
Answer: Please see most recent PDF maps of StoneRidge Golf Community and
StoneRidge Water System. The shut off valves, and meters have not been
mapped. We approval of a budget from IPUC we could develop a geospatial
map with the requested items located.
Company Response 4/12/2024

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Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 8 Please provide a thorough and complete description of the water
system including the following details regarding the system as applicable:
a. The depth, width, length, capacity, length of time in service, and construction
materials of each well (including backup wells, if any).
b. The make, model, type, length of time in service, and rating of each well pump
motor.
c. The make, model, capacity, length of time in service, and limit switch settings of
each pressurized storage tank.
d. The make, model, capacity, length of time in service, and limit switch settings of
each unpressurized storage tank/reservoir.
e. The make, model, length of time in service, and rating of each booster pump and
motor.
f. The make, model, length of time in service, and capacity of all water treatment
equipment.
g. The year, make, model, length of time in service, and capacity for backup
generation supporting the well pumps. Indicate if the generation has an Automatic
Transfer Switch or if it must be manually started.
h. The distribution piping line size, length of time in service, and materials specified
in the installation.
Answer: A-H see maps acid CD of O&M manual by Sewell Engineering regarding as
builts is included.
Company Response 4/12/2024

CDS STONERIDGE U.'KI ;ITES, LLC
\ iEJ`N !aJl)r ti7
HAPPY VALLEY RANCHOS-WATERSYSTEM
lc 100 nu)grirl?FM Jan
OPERATION & MAINTENAII r,,ANUAL
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JAMES A. SEWELL&ASSOCIATES
Consulting Engineers
600 4th. Street West
Ne ort,WA 99156
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Case # SWS-W-24-0 1-StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 9: Please provide detailed information related to the capacity and
sizing of the system and the ability of the system to meet historical and future system peak
demands. Provided information should include identification of the potential constraints in the
system, the capacity of each constraint, and the average and maximum peak consumption.
Please provide necessary work papers in spreadsheet(such as, Microsoft Excel) format with
formulas intact.
Answer: We do not have any currently updated information on the system. Our research
has produced a copy of work done in 2003. Please Find a copy of the 2003 Sewell Happy Valley
annexation System Capacity Study. In review of this report we note that capacity was analyzed
from an annual total usage rather than the peak flow. The use of average user flow methodology
fails to analyze the Peak Demand flows. This poses a potential violation of DEQ's requirement
of system pressure levels of maximum 40 PSI and minimum of 20 PSI. When pressure falls
below 20 PSI system safety is threatened and results in significant time and money to restore and
disinfect the system.
Historical sizing of meters in both the Stoneridge Timeshare Resort and Motor Coach
Village appears based on -'average flow" forecasting. not "future peak demand flow" forecasting.
f
This could/can result in the system being "overstressed" at "peak occupancy" and "future peak
demand".
A tiered straacture for usage sized for average flow may alleviate a potential future
"bottleneck" of supply and quality of service. We would like a``future system peak demand"
study done, we could prepare a proposal for another "Cap Ex. proposal to include in this case
with approval.
This study would allow us to better understand the potential Peak Demand Load that
some of our bigger customers potentially can require and ensure that our meter sizing and pricing
is both fair, responsible at allocating the limited resources the system has available now and
through full build out.
Ultimately, this study and future studies would enable the Company to adjust pricing
strategies for our larger customers that more adequately retlect their potential "Peak Demand
Load" on the system_ We propose that this study includes a update to the tariff to address the
company be able to charge based on peak demand rather than average demand use,
Company Response 4/12/2024

CDS STONERIDGE UTILITES LLC
HAPPY VALLEY RANCHOS WATER SYSTEM CONNECTION
2003
ENGINEERING REPORT
A INTRODUCTION
1 CDS Stoneridge Utilities (SU) is a private utility located near Blanchard
Idaho. The utility company provides water and sewer utility service to
homes and businesses in the Stoneridge development. There are currently
198 lots and 146 time share condominiums and recreation facilities in
addition to a 19 hole golf course with all the course support facilities.
There are also another 112 lots and 45 condo units that have received
preliminary plat approval from the county.
2 Located adjacent to Stoneridge is a subdivision known as Happy Valley
Ranchos (HVR). The subdivision includes 145 lots. HVR is served by a
community water system owned and operated by the property owners
association.
3 This past year SU and HVR initiated discussions see if there would be
advantages to merging the SU and HVR systems.
4 This study will investigate the advantages and disadvantages of merging
the two systems.
B EXISTING CONDITIONS
1 The attached map titled"Water System Plan View" shows the major
components of both water systems. The SU system serves the
development in Sections 19 and 20 of Township 54 N, Range 5 West
Boise Meridian. The HVR water system serves the development in
Sections 24 and 25 of Township 54 North, Range 6 West Boise Meridian,
all as shown on the attached map.
2 Existing settings
a Both of the existing water systems lay at the west end of the
Hoodoo Valley. The surface characteristics of the Hoodoo Valley
were formed during the last ice age. The greater part of the
Hoodoo Valley is underlain by clean gravel and sand, deposited as
outwash south of the ice when the ice front was near the north end
JAMES A. SEWELL AND ASSOCIATES ApriI 11,2003
Page I of 16
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water systems serving all the developments.
j There are no known public health problems within either of the
developments.
k There are no "Prime Agricultural Lands" needing protection.
1 The acquirer under the Hoodoo Valley has been recently classified
as part of the Rathdrum Aquifer, which is a sole source aquifer
supplying Spokane.
in All the land associated with HVR has been broken into smaller
lots, not all of which have been built on. Stoneridge is continuing
to develop. Most of the residential lots that have been developed
in Stoneridge have not been built upon. The time share
condominiums are constructed, as is the golf course.
3 Existing sources, distribution system, and treatment facilities.
a HVR currently is supplied water from a well located near
Blanchard Creek. The water is then filtered, disinfected with
chlorine and pumped into the distribution system. From the filter
plant, the water moves through the linear distribution system
serving homes along the way, until it reaches the lower reservoir.
From the lower reservoir, a booster pump pumps the water through
a higher elevation pressure zone to another reservoir. At 10,000
gallons, these reservoirs are little more than holding tanks.
Stoneridge pumps water from two wells sunk into the aquifer
located below the Hoodoo Valley. The water is disinfected with
chlorine before it enters a system of looped pipes that distributes
the water to users, and stores water in a ground level tank located
on a ridge above the development. Copies of the well logs are
included as Appendix 1.
b HVR currently has one storage tank for each pressure zone. The
lower pressure zone utilizes a 10,000 gallon steel storage tank. A
booster pump station is located adjacent to the lower tank, which
pumps the water into a higher pressure zone with a 10,000 gallon
steel tank. SU has a single 315,000 gallon cast in place concrete
JAMES A. SEWELL AND ASSOCIATES April 11,2003
Page 3 of 16
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lower zone is 125 psi and the minimum dynamic pressure is 20 psi
at the highest point in the lower zone. The maximum static
pressure in the upper zone is 125 psi, and the minimum dynamic
pressure is 20 psi at the upper end of the high pressure zone.
k HVR is a community water system. Currently the rates are $21 per
month minimum fee that includes 20,000 gallons per month and a
charge for usage over the 20,000 gallons. The charge for water
used over the 20,000 gallons per month increases as the amount of
overage increases. The overage charge for usage between 20,000
and 30,000 gallons per month is $2.50 per thousand gallons,
between 30,000 and 40,000 gallons per month the rate is $5.25 per
thousand gallons, and for usage over 40,000 gallons per month the
charge is $8.50 per thousand gallons. HVR has a vacation rate of
$12.00 per month when the residence is empty. SU is a regulated
utility and as such its rates and fees are reviewed and approved by
the Public Utilities Commission. (IPUC). The current rates for SU
water service are a base fee of$14.00 per month and $.30 per 1000
gallons for all water used.
The financial information for the SU and HVR is shown in the
table below. HVR information is for the year 2002 and SU is for
the year 2001. SU showed $689,000 worth of construction work in
progress. HVR owes 5 more annual payments equal to last years.
Income Total Debt& Labor Operation Taxes &
Expense Depreciation & Fees
Materials
HVR $23,719 $23,619 $2,633 $4,980 $16,046 $0
SU $51,232 1 $50,866 $0 $32,645 $11,715 $6,506
JAMES A. SEWELL AND ASSOCIATES April 11,2003
Page 5 of 16
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Request\Submission Files\First Prod. Request\PRl_Quest.9-Comp\2003 engineering reportl HVR SU Merger.doc

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that combined systems will be serving 710 ERUs. At this level of
development,the amount of water required will be 710,000 gallons per
day which is an average of 500 gallons per minute. The analysis of the
fire flow within the Stoneridge development was based on fire flows of
1,000 gallons per minute in the single family residential areas and 1,500
gallons per minute around the larger multistory time share condominiums.
All the services within the existing SU are metered. HVR does have
meters installed at the services within the system. New services in both
systems shall have meters installed. Irrigation of the golf course would be
in addition to the above amounts
3 When the HVR and SU water systems are combined, the plan is to
abandon the HVR well and filter system, and instead have the combined
water system rely on the two SU wells. These wells are rated at 800 gpm
for well No. 1 and 600 gpm for well No. 2. As development of the
properties continues, additional water sources may need to be found. This
additional source of supply could be created by increasing the capacity of
the existing wells, construction of a third well, or some other source.
4 Without combining the two water systems, HVR would need to develop
another source of water and continue to deal with filtering the iron out of
the well water. At expected growth rates, the Stoneridge water system
would not need the addition of more water sources in the next twenty
years.
5 CDS purchased the Stoneridge property in March of 2001. In February of
2002, applications for a Zone Change, Conditional Use Permit(CUP),
Planned Unit Development(PUD), and a preliminary plat application were
submitted the Bonner County Planning Dept. The applications were
reviewed and conditionally approved by the Bonner County Planning and
Zoning Commission and the Board of County Commissioners.
The approved preliminary plat consists of 112 lots for single family
dwellings and 12 lots for condominium development (a total of 45 units)
for a total of 157 living units. The proposed density at total build-out for
the new portion of the PUD includes 466 single family dwelling and 123
condominium units.
The PUD master plan approved by Bonner County for the Stoneridge
development indicates there are three additional significant pods available
JAMES A. SEWELL AND ASSOCIATES April l 1,2003
Page 7 of 16
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D"u"u sallmifl a2miauois suo

D DEVELOPMENT AND INITIAL SCREENING OF ALTERNATIVES
1 Combining the HVR and SU water systems has benefits for consumers of both
systems. HVR needs to develop a back up water system source for their only
well. The system has developed 3 previous wells that were abandoned. The 4ffi
well is located near Blanchard Creek and has water that contains iron that must be
removed. The HVR system is run by the community and struggles to maintain
adequate financial reserves and keep qualified operating personnel. HVR would
benefit by connecting to the SU water system. The SU water system has surplus
reserves of sources water drawn from the Hoodoo Valley aquifer that does not
contain the high deposits of iron that the HVR well does. The SU water system is
part of a larger development and provides full time employment for a certified
water system operator and backup help. The interconnection will provide a larger
multiple source of water for the HVR system, and will be easier to provide
backup for the mechanical parts of the system. The SU water system will benefit
from the larger customer base. This larger customer base will provide more
continuity and diversity. The larger customer base will allow the system to
generate additional income with the excess capacity that is within the SU system
in the way of sources of water, storage, and operational capability.
2 The alternatives to the combining of the two systems include the combining of
additional water systems, such as the Blanchard Water System, and the no action
alternative of leaving the water systems separate like they are now. The
customers of the Blanchard Water System were asked to become a part of the
combined system and they voted not to. The no action option provides for each
system to develop by itself, causing there to be duplication of services and
reservoirs that will increase the rates of all the customers in the long run.
Regionalization of the water utilities is fostered by the combining of these two
systems.
3 The proposed combining of these two water systems will not affect the creation of
isolated areas around the two systems. The existing systems are laid out to
include all the land within each of the areas and does not allow for isolated
development. Water consumers outside the combined system will have to
continue to develop their own water sources.
4 The combined system may need to develop additional water sources in the future.
These additional sources can be developed by improving the existing wells to
JAMES A. SEWELL AND ASSOCIATES April 11,2003
Page 9 of 16
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course. The golf course uses about 1000 gpm, but can take up to 2000 gpm to
water the course. The irrigation system draws water out of the potable water
system and stores it in a pond having 12,000,000 gallons of usable storage, from
where the water is drawn at night to irrigate the golf course. With the irrigation
pond,the continuous demand on the potable water system is reduced to
approximately 400 gpm. The golf course has water rights to other sources of
water that can be developed. These other sources include both ground water and
surface waters.
10 The idea of combining the two water system has been discussed at length. The
CDS SU management of the existing system is in favor of the combining. The
HVR customers have voted on the concept and approved the combining of the
two water systems with 82.5% of the customers voting in favor of the combining.
JAMES A. SEWELL AND ASSOCIATES April 11,2003
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JAMES A. SEWELL AND ASSOCIATES 4/11/03 12:11 PM
Consulting Engineers JMO
,Spokane Washington Paqe 1 of 1
CLIENT: CDS - Stonerid a Utilities,
PROJECT: lWater System Combining with Happy Valley Ranchos
SUBJECT: Engineer's Estimate of Probable Cost, 2003 Construction
Prices are based on area contractor rates and include material and installation costs.
ITEM DESCRIPTION ESTIMATED UNITS UNIT PRICES EXTENDED
QUANTITY AMOUNT
WITH PUMPHOUSE
1 Mobilization 1 LS $ 8,000.00 $ 8,000.00
2 8"PVC Pipe, C900 CL 150 3,500 LF $ 15.00 $ 52,500.00
3 Connection to Existing Systems 2 LS $ 1,000.00 $ 2,000.00
4 8" Gate Valve 2 Ea $ 750.00 $ 1,500.00
5 Road Crossing w/Surface Repair 30 LF $ 20.00 $ 600.00
6 Sand Beddinq 3,500 LF $ 1.00 $ 3,500.00
7 Pum house Construction
7a Electrical extension 1,200 LF $ 15.00 $ 18,000.00
7b Instrument and Control 1 Ea $ 4,000.00 $ 4,000.00
7c Foundation & Slab '192 SF $ 5.00 $ 960.00
7d Check Valve 8" 1 Ea $ 1,500.00 $ 1,500.00
7e Pumps 150 gpm @ 150# 25hp 2 Ea $ 6,000.00 $ 12,000.00
7f Wiring 1 LS $ 7,000.00 $ 7,000.00
7g Shell Construction 12w x 16L x 8 h 192 SF $ 45.00 $ 8,640.0
7h Chlorine injection equipment 1 LS $ 4,700.00 $ 4,700.0
7i
8 Air Relief Valve 1 Ea $ 1,500.00 $ 1,500.0
9 Fire Hydrant Installations
Hydrant at county road 1 Ea $ 2,250.00 $ 2,250.0
Check valve at hydrant 1 Ea $ 2,250.00 $ 2,250.0
10 Tank Repair 2 Ea $ 2,000.00 $ 4,000.0
11 Tank Installation 1 Ea $ 12,000.00 $ 12,000.00
Subtotal Construction _ $ 146,900.0
Continqency 10% $ 14 700.0
Total Construction _ $ 161,600.0
Allied Costs, Engineering, Legal, Admin 5% $ 40,400.0
OTAL ESTIMATED PROJECT COST $ 202,000 $ 202,000.00
JAMES A. SEWELL AND ASSOCIATES April 11,2003
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3 The following table summarizes the existing and proposed rates to the customers
of the twos stems.
Happy Valley Ranchos Stoneridge Happy Valley
Existing Existing &New Ranchos New
Base rates $16.00 base or$12.00 vacation $14.00 base $14.00 base
$5.00 loan payment surcharge $14.00 loan surcharge
Overage 0 - 20,000 gal $ none 0.30 $/1000 gal 0.30 $/1000 gal
rate 20-30,000 gal $2.50/1000 gal
30-40,000 gal $5.25/1000 gal
over 40,000 gal $8.50/1000 gal
4 The expected environmental impacts of the proposed combining of the two
system will be minimal. The booster station will be built next to the existing
315,000 concrete storage tank. The power lines to the booster tank will be
constructed within the tank access road, the 8" main line will be constructed
through the trees along existing lot lines and then up the county road right of way
in the cleared right of way. Other improvements will be made to the existing
system at the same location as the current project.
JAMES A. SEWELL AND ASSOCIATES April 11,2003
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Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 10: For each well used by the water system, please provide the
following:
a. The Idaho Department of Water Resources ("IDWR") Well Tag Number
(i.e. ID Tag Number) that is currently on-file with IDWR.
b. Location (Township, Range, Section, and Tract) Twn 54N R5W S20
Answer: IDWR was only able to identify 1 tagged well (well #3) as the information
in 1971 when well 1 was built, was not readily available in those years. See
attached IDWR Response on missing well tag for older well.
Company Response 4/12/2024

Form 238-3 OFFICE USE ONLY
11/97 IDAHO DEPARTMENT OF WATER RESOURCES lnse_pcted by
WELL DRILLERS REPORT Lat. ;114 ; Long 1/4 ; 1/4
�. WELL TAG D _0OA0131 NO,D Two Rae. Sec
DRILLING NO. — y — Screens Screen Type-JOHNSON.
PERMIT NO. — From To lot Size Numberiameter Materiel Casing Liner
Other IDWR No. 0 00 00 0
2. OWNER
Name 10.STATIC WATER LEVEL OR ARTESIAN PRESSURE
Address P -O, BOX 280 364 STONERIDGE ROAD —94—below ground Artesian pressuae-NA—1b,
Depth flow encountered N/A E.Describe access port or
BLANCHARD—State ID 83804-- 11.WELL TESTS
3.LOCATION OF WELL by description @Pump OBaller OAir OFlowing
Sketch map location must agree with written location. Yield Gal. I Drawdown Pum in Level Time
Twp.54 North @ or South 0 o Rge.5 East Min.
0 or West @
w 1/°NW'/°
Gov't Lot County BONNER
Lat. -
s
Long
_
Water Temo HoleTem p.NIA—Water Quailty test or comments:—
Address of Well on aolf course C-LEAR—Depth first Water
City Blanchard
(Give at least name of road+Distance to Road or Landmark) 12. LITHOLOGIC LOG: (Describe repairs or abandoment)
Water
Bore
Lt. Bik. Sub. Name
Dia_rom To Remarks:Lithology,Water Quality&Temperature Y N
i. Use
ODomestic @Municipal OMonitor Olrrlgation
OThemal Olnjection 00ther
5. TYPEOF WORK check all that apply(Replacement etc.)@New Well
0 Modify OAbandonment 00ther
6. DRILL METHOD
@Air Rotary OCable Tool OMud Rotary 00ther
7. SEALING PROCEDURES
SEAL/FILTER PACK AMOUNT Method
Material From TO acks or pound
Was drive shoe used.?0 Y 0 N Shoe Depths(s)—124=Was drive shoe seal tested?0 Y @
N 14uw'7 N/A-
8. Casin I Liner lameter From To Gauge Material Casing Liner Welded Threaded
Length of Headplpe Length of Tailpipe
9. PERFORATIONS 1 SCREENS
Perforations Method
conNldGvfts: __N/A

ompleted Depth 144'8"(Measurable)ate Started 4-21-05 Completed
4-29-05
13, DRILLERS CERTIFICATION I/we certify that all minimum well
construction standards were complelled with at the time the rig was
Jeme I 'ling_ _Firm No. 513,
Date,-t9$
perator Ft/ Date _
(T OWN Firm Offiaal&ope -
removed.Company Name
Firm Oficia
and
Driller or Operator

Al I -Ways Dri I I i ngl esort
,11
u.3
ai
w
4--
� LO

Wel I Desi g
10" Dri I I i ng to 58
feet
58 fee
S.-
Drilling
to Bedrock ;
00
� o
98 feet-- Drive Shoe
Hard Rarlmh .'
•
L •
QJ�
• C � 1
6,, Dri 11 i ng -
98 to feet , •�;
5Q feet •
Water • �'
o .
a •
175 feet

Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 11: Please provide the monthly power bills indicating the amount of
electricity, in kilowatt hours, used and corresponding electricity cost(in US Dollars) for each
well and booster pump from January 2019 to December 2023. Please provide your responses in
spreadsheet(such as, Microsoft Excel) format with formulas intact.
Answer: Please see attached excel spreadsheets with Inland Power bills
Company Response 4/12/2024

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Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 12: Please provide the monthly metered amount of water (in
gallons) pumped from each well from January 2019 to December 2023. Please provide
your responses in spreadsheet (such as, Microsoft Excel) format with formulas intact.
Answer: See attached excel files with monthly well pump volumes from Jan 2019
thru Dec 2023.
Company Response 4/12/2024

2023 Stoneridge Water Summary
Source Wells
Date Total Gallons
Total gals combined
Well 1 Well 2
Jan. 1,117,200.00 1,272,600.00 2,389,800.00
Feb. 1,129,900.00 1,234,000.00 2,363,900.00
Mar 1,331,600.00 1,289,300.00 2,620,900.00
,Apr 1,109,200.00 902,700.00 2,011,900.00
May 5,138,400.00 5,476,600.00 10,615,000.00
Jun 8,564,300.00 13,260,100.00 21,824,400.00
Jul 12,149,500.00 16,188,700.00 28,338,200.00
Aug 12,514,200.00 13,748,300.00 26,262,500.00
Sep 5,728,400.00 7,880,300.00 13,608,700.00
Oct 1,675,900.00 1,377,900.00 3,053,800.00
Nov 1,039,500.00 1,117,300.00 2,156,800.00
Dec 1,357,200.001 768,300.00 2,125,500.00
'Total (yr) 52,855,300.00 64,516,100.00 117,371,400.00

2022 Stoneridge Water Summary
Date well 1 well 2 combined
total gal total gal total gal
Jan. 1,108,000 1,200,100 2,308,100
Feb. 1,273,400 1,304,400 2,577,800
Mar 1,246,100 1,263,000 2,509,100
Apr 2,221,400 2,398,500 4,619,900
May 2,681,200 1,973,900 41655,100
.Jun 3,980,000 4,714,600 8,694,600
Jul 9,329,800 12,054,200 21,384,000
Aug 20,514,200 9,420,800 29,935,000
Sep 6,912,800 8,726,700 15,639,500
Oct 3,058,100 3,642,100 6,700,200
Nov 1,044,800 1,042,700 2,087,500
Dec 1 1,154,200 1,352,700 2,506,900
yearly totals 1 54,524,000 49,093,700 103,617,700

2021 Stoneridge Water Summary
Date well well combined
total gal total gal total gal
Jan. 757,700 970,700 1,728,400
Feb. 868,600 924,400 1,793,000
Mar 1,579,600 974,200 2,553,800
Apr 2,227,400 2,301,800 4,529,200
May 8,800,900 10,374,100 19,175,000
Jun 10,090,000 12,953,600 23,043,600
Jul 13,196,000 18,367,500 31,563,500
Aug 10,551,600 15,193,500 25,745,100
Sep 6,431,000 8,125,900 14,556,900
Oct 1,806,100 1,424,400 3,230,500
Nov 1,209,000 1,053,300 2,262,300
Dec 996,700 1,119,100 2,115,800
yearly totals 58,514,600 1 73,782,500 132,297,100

2020 Stoneridge Water Summary
Date well 1 well 2 combined
total gal total gal total gal
Jan. 927,200 708,800 1,636,000
Feb. 864,300 652,200 1,516,500
Mar 948,700 868,000 1,816,700
Apr 1,905,600 1,548,800 3,454,400
May 2,341,400 1,764,700 4,106,100
Jun 4,873,100 5,502,400 10,375,500
Jul 11,370,400 12,358,500 23,728,900
Aug 13,744,700 13,935,800 27,680,500
Sep 6,332,500 9,389,300 15,721,800
Oct 1,852,200 1,890,100 3,742,300
Nov 971,700 723,700 1,695,400
Dec 918,100 782,800 1,700,900
yearly totals 47,049,900 50,125,100 97,175,000

2019 Stoneridge Water Summary
Date well 1 well 2 combined
total gal total gal total gal
Jan.
Feb.
Mar
Apr 854,200 852,700 1,706,900
May 6,789,600 6,246,000 13,035,600
Jun 8,117,200 12,850,200 20,967,400
Jul 10,691,400 14,790,700 25,482,100
Aug 7,551,700 13,733,100 21,284,800
Sep 4,638,900 3,208,200 7,847,100
Oct 743,000 1,213,800 1,956,800
Nov 946,200 1,672,000 2,618,200
Dec 704,100 899,400 1,603,500
yearly totals 41,036,300 55,466,100 96,502,400

Case # SWS-W-24-01 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 13: Please provide the monthly metered total customer water usage
data(in gallons)by customer types, customer ID, route, and meter size from January 2019 to
December 2023. Please provide your responses in spreadsheet(such as, Microsoft Excel) format
with formulas intact.
Answer: See attached copy of email from customer support Rural Billing Service
customer service representative on RBS's report format limitations. However, we have
merged two different reports to get totals by meter category and we printed (and
blacked out cutomer identification) monthly customer usage by route. We no longer
have subscription to the prior water billing software service we used, so we have only
2022 & 2023 data to provide.
Company Response 4/12/2024

T ,1-. Jeffrey Merkeley<[e-mail]>
,port generation?? Tomorrow is submit deadline, any thoughts?
2 messages
Jeffrey Merkeley<[e-mail]> Wed,Apr 10,2024 at 9:58 AM
To: Redline Customer Support<[e-mail]>
Jeff
Jeffrey Merkeley
Technical Assistance Group
208-920-0442
[e-mail]
Redline Data Support<[e-mail]> Wed,Apr 10, 2024 at 10:22 AM
To: Stoneridge Water<[e-mail]>
Hey, Jeff.
I hope you are doing well.
You didn't mention that there was a deadline in your earlier email. In any case, the usage
information can only be seen by type when using the yearly consumption report or monthly
consumption report.And, although they have the ability to export to excel, it will not be in a format
they want.
As for the other breakdowns by customer, meter size, etc. that is not available. I know that's
probably not the answer you need but it's the only one I can give you.
Thanks,
Eric Roberson
Redline Data Systems
r"Ti=—ML-ir 1
M.7. ■�a 4 e V■
From:Jeffrey Merkeley<[e-mail]>
Sent:Wednesday,April 10, 2024 11:58 AM
To: Redline Customer Support
Subject: report generation??Tomorrow is submit deadline,any thoughts?
[Quoted text hidden]

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STONERIDGE UTILITIES, LLC
Customer Usage - 4/1/2023 thru 4/30/2023
Account Customer Name Service Address Type Amount
1
0030-00 Water 11,000
J0220-00 Water 1,000
01-00280-00 Water 208,000
01-00310-00 Water 24,000
01-01650-00 Water 4,000
01-02350-00 Water 35,000
01-02880-00 Water 11,000
01-04270-00 Water 13,000
01-04400-00 Water 52,000
01-04520-00 (', Water 23,000
01-04790-00 Water 19,000
01-05040-00 Water 76,000
01-05130-00 / Water 37,000
01-05260-00 Water 16,000
01-05340-00 Water 10,000
01-05480-00 Water 9,000
01-05560-00 _ Water 14,000
01-05600-00 Water 11,000
01-05610-00 ' Water 12,000
01-05630-00 `\ Water 14,000
01-05660-00 \ Water 31,000
01-05880-00 ^ ` ( `v Water 33,000
01-05890-00 Water 12,000
01-05980-00 Water 26,000
05990-02 Water 2,000
J6020-00 Water 17,000
01-06030-00 / Water 13,000
01-06060-00 Water 20,000
01-06070-00 4\ J Water 1,000
01-06160-00 Water 20,000
01-06200-00 Water 8,000
01-06210-00 Water 34,000
01-06220-00 Water 11,000
01-06260-00 Water 15,000
01-06300-00 Water 6,000
01-06320-00 Water 12,000
01-06370-00 Water 18,000
01-06410-00 Water 14,000
01-06480-00 Water 16,000
01-06500-00 Water 10,000
01-06510-00 Water 1,000
01-06560-00 Water 19,000
01-06580-00 Water 12,000
01-06590-00 Water 8,000
01-06870-00 Water 22,000
01-06960-00 Water 21,000
01-06970-00 Water 11,000
01-07100-00 Water 1,000
-07120-01 Water 14,000
)7160-01 Water 13,000
Total Usage: 1,041,000

STONERIDGE UTILITIES, LLC
Customer Usage - 2/1/2023 thru 2/28/2023
(� ccount Customer Name Service Address Type Amount
04580-00 Water 20,000
Total Usage: 20,000
U
C
4/12/2024 Page 1 of 1

Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 14: Please provide an estimate of total unaccounted water
losses due to leaks, wasted water, etc. by month from January 2019 to December 2023.
Please provide your responses in spreadsheet (such as, Microsoft Excel) format with
formulas intact.
Answer: Prior billing software service expired end of 2021-we cannot access
usage data for 2019-2021. Our new software installed in 2022 can allow us the usage
data for 2022 & 2023 by route/customer by month and we used that to create the
attached reports for estimate loss etc.
Company Response 4/12/2024

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Case # SWS-W-24-01 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 15: Please provide the total monthly amount of Chlorine used (in
pounds), and total expense for Chlorine purchase (including Sales Tax) for each well
from January 2019 to December 2023. Also please specify whether a solid or liquid
form of Chlorine was used for each well. Please provide your responses in spreadsheet
(such as, Microsoft Excel) format with formulas intact.
Answer: See attached chlorine (gallons) monthly expense spreadsheets for 2019-2023
We only use liquid chlorine with injector pumps.
Company Response 4/12/2024

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Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 16: Please provide a copy of the Company's latest
Idaho Division of Environmental Quality Sanitary Survey
Answer: See attached most recent DEQ Sanitary Survey October 2019.
Company Response 4/12/2024

Enhanced Sanitary Survey
Preliminary Inspection Findings Form
ern Name: J:a" i�R-117�j� PWS#: /(1 �oDy 1c,
Inspection Date: l p Time Closing Conference Begins: Time Closing Conference Ends:
Inspector: Phone#: aD
(Print Name)
Inspector: �' / —` Email: 5 f c < r f 5(9 'c f �• .
ZS'jpature)
Facility Representative: ,1 rce Title: f�tiZ�d7 �
( rint Name) /_
Facility Representative: / Email:
(Signatu e)
Note: Your signature indicates you have received this document, but does not imply agreement with the findings.
Significant Deficiencies noted during inspection:
In accordance with 1DAPA 58.01.08.008.02.,the health hazards identified below must be mitigated as required by the
Department and corrected within a time schedule established by the Department. Correction Time Frame
Urgent Action Specify in Corrective
Required Action Plan
1. NoNt= NZ)T-rh � " L�l5 Z MI_ ❑ days/l►rs. ❑
❑ days/hrs. ❑
3. ❑ days/hrs. El
4. ❑ days/hrs. ❑
5 ❑ days/hrs. ❑
6 ❑ days/hrs. ❑
❑Additional items attached
Potential Deficiencies Pending Review:
1. L.J ELL � — li .,„ �s7
3.
4, _
❑Additional items attached
Free Technical Assistance(Third Party Service Provider): Yes ❑ No ❑
❑ Financial:a)rate reviews,b)budgeting,c) finding loans and grants,d) capital improvement planning
❑ Tratnin : a)operator, b)board/council,c)asset management,d)developing policies and procedures
❑ Technical Assistance: a)leak detection,b)line location,c)distribution,d)treatment,e)other
❑ Sy�R nt Q)eraticm:a)best practices guidance,b)emergency response,c)vulnerabiltty assessment
` ❑ S(— 1.V_:trr Protection: a)planning b)implementation
PWS Contact Namc: ( Phone#:
Original - Inspector for registration in TRIM Copy-Public Water System Owner/Operator

DRINKING WATER SANITARY SURVEY REPORT
IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY
PWS NUMBER: ID1090009 SURVEYED BY: Stacey Roberts
SYSTEM: Stoneridge Water System OTHERS PRESENT: Suzanne Scheidt,
COUNTY: Bonner DEQ; Robert Kuchenski,DO, Integrity
POPULATION SERVED: 830 Water
CONNECTIONS: 369 SURVEY DATE: October 10, 2019
FIELD SURVEY DATA
General
The Stoneridge water system(Stoneridge) is a privately owned public water supply system that
serves condominiums, single-family homes, a golf course, and individual RV parking pads
within the Stoneridge community; it also serves the nearby community of Happy Valley
Ranchos (HVR). There are a total of 369 service connections, and an estimated population
served of 830. A large percentage of the population within the Stoneridge community is transient
and seasonal.
The Stoneridge system changed ownership in 2018, from CDS Stoneridge Utilities to JD Resort,
Inc.No Technical, Financial, and Managerial (TFM)Report is on file for the potable water
system, although one is on file for the wastewater portion. This system is regulated by the Idaho
Public Utilities Commission, and is currently engaged in the rate case process.
The system consists of two drilled wells,two booster stations, full-time, voluntary chlorination
and three storage reservoirs, which hold a total capacity of 347,000 gallons. The system also
utilizes Supervisory Control and Data Acquisition(SCADA)where several system components
are tied in through a primary logic controller(PLC); the wells, Stoneridge Reservoir and
Stoneridge Booster are tied to the PLC with the remote SCADA access.
Source Water Assessments were completed for both well 1 and well 2 on January 15, 2002. No
existing ground water problems were identified at that time. An update was conducted August
11, 2016. At that time a shallow injection well was located within the 3-year time of travel
source water delineation for both wells. Due to the presence of this shallow injection well,
potential contaminants now include inorganics, volatile organics, synthetic organics, and
microbials.
A GWUDI (Ground Water Under the Direct Influence of Surface Water) determination was made
for both wells on October 4, 1999. Both well 1 and well 2 were determined to be groundwater.
Present at this inspection were: Stacey Roberts, Idaho Department of Environmental Quality
(D1=:Q); Suzanne Scheidt. DEQ; and Robert (Bob) Kuchenski, Designated Operator, Integrity
Water. Additional information was obtained from Becca Garitone. office administrator and
administrative contact. Becca is taking the place of Shari Garitone and updates have been made
to DEQ tiles. 1

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saa.inos

The distribution lines are each chlorinated prior to the meter using a 12.5% sodium hypochlorite
solution. The golf course (irrigation) line is not chlorinated. A double check valve assembly
(DCA) is installed after the meter; however, there was no backflow assembly test(BAT)tag on
the DCA. The operator indicated there is record of the BAT test on file. Proof of passing BAT
must be provided to DEQ in response to this survey.
The chlorine pumps, hypochlorite containers, and injection ports appear to be in clean and sound
condition, and were operating as expected at the time of the inspection. There was no odor of
chlorine in the building when it was opened, and there are no significant signs of corrosion or
chlorine leaks. An eyewash station is installed. The room has appropriate ventilation and heating.
The Stoneridge pump house was clean and well-maintained, and it was securely locked to
prevent unauthorized entry.
Stoneridge Reservoir and Happy Valley Booster Station (Pump House 3)
After chlorination at the Stoneridge pump house, water is discharged into the distribution system,
where it pumps to the Stoneridge Reservoir. The Stoneridge Reservoir is located on a separate
lot, approximately '/z mile west of the intersection of Stoneridge Rd and Blanchard Elk Rd, off of
Forest Way. The lot is secured appropriately from unauthorized entry.
The Stoneridge Reservoir is a 315,000 gallon reservoir that rides on the system. This reservoir is
an above-ground concrete tank in good condition. There were some visible cracks in the side of
the tank,but no signs of leaking. The access ladder to the reservoir roof was properly secured.
The roof is sloped to drain, and was in good condition. The reservoir roof access hatch is
properly constructed, and the gasket is in good condition. The interior of the reservoir was clean
and in good condition at the time of inspection. The hatch was properly secured, and the
reservoir vent was appropriately screened, and clear of debris.
The combined overflow and drain discharge were in good condition. The overflow discharge
piping drains to daylight at a small ravine located approximately 100 feet west of the reservoir.
The overflow discharge piping was appropriately screened at time of inspection.
The reservoir water level is controlled by a transducer connected to the wells via SCADA. From
the reservoir, water gravity feeds to the Stoneridge distribution system. This reservoir also
supplies the Happy Valley booster station (also known as pump house 3). The Happy Valley
booster station is located on the Stoneridge Reservoir lot.
The Happy Valley booster station is enclosed by cinderblock housing. It receives water from the
Stoneridge Reservoir and boosts it to the Happy Valley subdivision using 2 x 15 hp Super E
variable speed centrifugal pumps. The pumps are activated by transducers located in the Happy
Valley Midlevel Reservoir(also referred to as Stoneridge 2). Water boosted to the Happy Valley
subdivision is re-chlorinated at the Happy Valley booster station. The booster station houses one
sodium hypochlorite solution container, which is properly sealed. Two LM1 pumps inject sodium
hypochlorite solution into the booster effluent line. The LMI pumps are provided with auto flow
cutoff avoid running when the centrifugal pumps in the booster station are off.
3

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no internal inspection was possible. In addition,the operator did not know the location of the
overflow.No inspection of the overflow was possible. In response to the survey, inspect these
tanks and provide photographic documentation of the overflow location and condition, as well as
the condition of the hatch seals.
Treatment/Disinfection
Stoneridge provides voluntary chlorination of distribution components. The chlorination system
at the Stoneridge pump house consists of two LMI chemical feed pumps that are tied directly to
each of the two well discharge pipes, allowing chlorination directly proportional to flow. Two
solution tanks are also housed in the Stoneridge pump house. At the last inspection, it was noted
that the solution tank lids needed better fitting plugs, or should be better sealed where feeder
tubes and vent tubes exited the tanks, in order to minimize off- gassing. This issue has been
resolved and corrected.
The chlorination system at the Happy Valley Booster Station also consists of two LMI chemical
feed pumps. Both pumps inject chlorine into the effluent line from the station, and chlorination is
again proportional to flow and provided with auto flow cut off in the event the booster pumps are
not running. Only one solution tank is housed at the Happy Valley Booster Station.
Distribution
The distribution system for the Stoneridge water system consists of 3-to 10-inch PVC. The
primary difference between the Happy Valley subdivision and the Stoneridge system is that the
Happy Valley subdivision is comprised of glued schedule 40 PVC, while Stoneridge is
comprised of C900 PVC. There are approximately 30 fire hydrants in the Stoneridge service
area, and one fire hydrant in the Happy Valley service area. All of the dead end lines have
flushing hydrants. Dead end mains are required to be flushed every six months. The valves are
exercised at least one time per year.
The system utilizes a cross-connection program, which is part of the 2007 Operations and
Maintenance Plan produced by Joe M. Olmstead, PE. The current administrator maintains the
records of the annual backflow inspections. The water system must ensure that cross connections
do not exist or are isolated from the potable water system. Backflow prevention assemblies, if
installed, shall be inspected and tested annually for functionality by an Idaho licensed tester, as
specified in IDAPA 58.01.08 subsection 552.06.c.
There have been no interruptions of service or pressure loss in the past year. If at any time there
is a depressurization event(below 20 psi), the water supplier must notify DEQ, provide public
notice to the affected customers within 24 hours, and disinfect or flush the system as appropriate.
When sampling and corrective procedures have been completed and DEQ has determined that
the water is safe, the water supplier may notify the affected customers that he water is safe for
consumption.
At the time of inspection, all threaded taps had an appropriate backflow prevention device (air
vacuum breaker) attached to prevent cross-contamination of the system.
5

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Monitoring Schedule
All monitoring is up to date for the system. The system is required to collect one (1)routine total
coliform bacteria sample per month according to the written total coliform sample siting plan.
The total coliform sampling plan should be updated to reflect the Revised Total Coliform Rule
requirements, including Groundwater Rule sampling, incorporating total coliform sampling
locations and their upstream and downstream counterparts. A template for total coliform sample
siting plans can be found at: http://www.deg.idaho.gov/water-quali!Y/drinking-wateL/Pws
switchboard.aspx.
Please be sure to document on the chain of custody the sample location site at the time of each
routine coliform sample. Also,be sure to indicate whether the sample is for compliance
purposes, or if it is a construction sample,which is not for compliance purposes.
Please refer to the Public Water System Switchboard for current monitoring schedules and other
important information located at: http•//www deq idaho,eoy/water-quality/drinking_wateLpws-
switchboard.asm. It is recommended that the link be saved as a favorite or shortcut on your
desktop for easy reference.
Distribution:
• Total Coliform— 1 routine sample per month from distribution
• DBP2- Stage 2— 1 set TTHM/HAA5 per year from distribution
• Lead and Copper— 10 samples per 3 years from distribution
Wellfield 1 and 2:
• Nitrate— 1 sample per year
• Nitrite— 1 sample per 9 years
• Arsenic— 1 sample per 9 years
• Fluoride— 1 sample per 9 years
• Sodium- 1 sample per 3 years
• Radionuclides— 1 sample per 9 years
• VOC group— 1 sample per 6 years
• Inorganics— 1 sample per 9 years
System Management and Operation
This system is current with their DEQ drinking water fees. A licensed operator is required per
the Rules. Robert Kuchenski is the Designated Operator for the system. His license DWD2-
14719 is current, due to expire February 1, 2020. The back-up operator is Robert Hansen. His
license DWD2-13440 is current, due to expire November 6, 2020.
Source Water Protection Plan and Source Water Assessment
The Source Water Assessment information and reports can be found at:
r"- http://www.deci.idallo.k,ov/water-quality/source-water/assessments/.
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4. A double check valve assembly(DCA) is installed the Stoneridge Pump House after
the meter; however,there was no backflow assembly test(BAT)tag on the DCA.
The operator indicated there is record of the BAT test on file. Proof of passing BAT
must be provided to DEQ in response to this survey
Requirements:
1. Ensure dead ends are flushed at least semi-annually.
2. Review cross-connection control plan and update to meet current state requirements.
Recommendations:
1. DEQ recommends the valves in the distribution system be exercised annually.
2. DEQ recommends the hole in the floor of the Happy Valley Midlevel Booster Station
be filled and brought level with the surface of the booster station floor.
3. DEQ recommends the storage facilities be inspected by a qualified tank inspector.
4. DEQ recommends the purveyor review and update the total coliform sample siting
plan to ensure the plan meets current standards. The update should:
a. Reflect the Revised Total Coliform Rule requirements;
b. Reflect Groundwater Rule requirements; and
c. Incorporate total coliform sampling locations and list their upstream and
downstream counterparts.
9

Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 17: Please provide the average monthly pressure data
in the main distribution line from January 2019 to December 2023. Please
provide your responses in spreadsheet (such as, Microsoft Excel) format with
formulas intact.
Answer: We do have any records from January 2019-March 2024.
There is no requirement to measure and record pressure. Since we upgraded
the radios back 4th Quarter 2023, the new system monitor's the pressure of
the concrete reservoir and it is being recorded (As of 4/1/2024 we are
tracking average monthly pressure data) now. The observation is the
pressure is between 80 to 85 psi currently.
Company Response 4/12/2024

Case # SWS-W-24-01 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 18: Please describe the Company's methodology for developing,
managing, executing, and completing Capital Projects in a least cost manner. Please
provide a copy of all Company policies and procedures documenting the process.
Answer: We are unaware of any mandated requirement to operate in a 'least
cost manner". Rather our operational methodology is to operate as a safe,
dependable efficient system 24/7 at the best values available, as a small
water company, we have a limited roster of contractors to choose from in a
remote rural location.
We measure our success as a public water provider in meeting our goal to
provide 24/7 water service with 100% compliance with DEQ Water Quality
requirements. The only times we have experienced and interruption in
service were:
1. Electrical service outages
2. Customer requests to turn off water service
3. Accidental construction damage
In May 2022 we replaced/upgraded our radio system (for $25,839.44) for
the water storage system because of false alarms/alerts. It was not until
Sept.23 that we were able to trouble shoot (additional $3,456.50) problems
with the new system—apparently the coax cable connecting to an antenna
had been damaged by animal(s) chewing on the coax. During that extended
period of trouble shooting the new system, we had continuous "callouts" for
our Operator(s) in the middle of the night--7 days a week responding to
false alarms from the new system. The water company benefited by having
a fixed cost labor contract during this almost 2-year period and did not have
to pay overtime for the operator to make the after-hour calls.
Company Response 4/12/2024

Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
As a small water company, we have neither the procurement skill set nor
the financial ability to hire an engineering firm to draft scope and process
request for proposal and recommendation. We typically call i.e. the vendors
directly and discuss the requirements - pump sizes, loads and let the vendor
determine the recommended sizing and provide us the quotes.
Our process may not be 'least cost manner" primarily as it is very difficult to
get multiple vendors/contractors to respond as the projects are small in
scope, remote in distance and there is a small pool of vendors/contractors
within less than an hour travel time. We are sometimes lucky to be able to
get someone to even respond in emergencies.
We have not located any formal documents concerning policy and
procedures policies regarding least cost management.
Company Response 4/12/2024

Case # SWS-W-24-0 1-StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 19: In"Exhibit 9 Cap Ex. Backup Generators Etc." of the Application,
the Company listed the following items:
1. Well Pump House ($104,940)
2. Forest Lift Station($26,235)
3. Upper Tank Pump ($13,118)
For each of the above-mentioned items, please provide the following documentation. If
any of the information requested below cannot be provided or is not available, please explain
why; also explain how the Company can ensure the project was or will be completed at least
cost.
a. Analysis of Need: a justification of need for the project and a cost/benefit
analysis comparing alternatives.
b. Project Plan:
i. Initial project scope. ii. Proposed budget.
iii. Proposed schedule.
c. Requests for proposals ("RFP") or requests for quotes ("RFQ"):
i. Project requirements and specifications.
ii. RFP/RFQ from winning bid.
d. Project construction documentation including:
i. Construction contracts, invoices, etc.
ii. Contractors change order request(s).
e. Explain how the Company ensured the project was or will be completed at
least cost.
Answer: In preparing for this general rate case filing we have
identified and begun to quantify the various capital expenditure needs for
the Company in coming years. Our goal is to provide a safe, dependable,
water system. We have come to identify/understand the process for the
Company to obtain Commission Pre-Approval of Capital Expenditures (Cap-
Exp).
Company Response 4/12/2024

Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
We have no internal capacity to provide a "cost benefit analysis"
beyond calling various venders for equipment estimates (no soft costs).
Consequently, we have attached an engineer's estimate of the costs for us
to provide the Commission with the level of details requested in these "Cap.
Ex." Questions 19-22.
We feel it is important to get these critical future expenditures proposed,
and reviewed by the Commission during this General Rate Case rather than
waiting to submit these items in a later case submission for Cap. Ex. "Pre-
Approval"--which likely would lead to higher costs for both the Commission
the Company and ultimately the Customers.
DEQ requirements for new water systems require back- up generators or a
backup water supply in event of extended power outages. Outages can
result in potential risks of getting people sick and getting the Company sued
along with significant delays, testing and labor costs to restore the system.
In-line with recommended DEQ compliance requirements, along with cost
and safety goals, we are requesting approval of the backup generators
systems at each location.
Per Inland Power member services has provided us the most recent five-
years history of outage data;
Water plant station outages are as listed;
31 times in 5 years with an average 6 time a year. Time of outages have
lasted from 3 min to 24 hrs. Longest down time was 2020 due to a major
wind storm.
Company Response 4/12/2024

Case # SWS-W-24-01 -StoneRidge Water Company General Rate Case
First Production Request
When the pressure falls below 20 psi or the reservoir is drained below its
discharge level, DEQ `s requires the Company to provide written notices and
post on all homes of potential cross contamination.
Company Operator must flush and chlorinate to disinfect the system and
conduct multiple samples for bacteria.
Customers may need to boil water numerous times.
Attached are quotes from Critical Power for three (200kw, 30KW, 20KW
units) pump locations in the system. Also attached is an email from
Integrity Management indicating total installed cost is typically in the
$1,000/KW range, not including needed buried propane tanks for fuel. So
total projected cost would be $250,000 including, $110,574.68 and
$130,125.32 for installation costs.
Company Response 4/12/2024

►'���z Jeffrey Merkeley<[e-mail]>
pproximate generator costs
1 message
Bob Kuch <[e-mail]> Tue,Apr 16, 2024 at 2:27 PM
To: Jeffrey Merkeley<[e-mail]>
Jeff,
don't think the 20%figure came from me. I did tell you that the cost of a NEW generator, including labor is
approximately$1,000 per kilowatt.
I should add that this cost could go up if a road bore is required for natural gas or the installation of underground
propane tanks.
Ler me know if you have any further questions.
Bob"Kuch" Kuchenski
Integrity Water Management, Inc.
PO Box 468
Athol, ID 83801
[phone] office
[phone] cell
[phone] fax
[e-mail]

J
t1RL UE 5 T*R
?ower Systems Inc. Sales Quote
Quote Date: 4/10/2024 2.51:07 PM
Quote Number: 0108443-0 Distributed by:
Project Title: Stoneridge Utilities
Prepared for Critical Power Products&Service
Unit Model JD200-01 Standby/Prime Emergency Stationary Standby
kWe Rating 200 kWe UL 2200 Listed Yes
Fuel Diesel CSA Approved Yes
EPA Tier 3 Paint Color White
Engine Model: John Deere 6068HFG85 200kW Standby Power Rating at 1800 RPM
Governor-Electronic Isochronous
Voltage: 480/277V 3 Phase 60 Hz 0.8 PF
Gen Model: Stamford UC1274H 12 Lead Wired 480V 3 Phase High Wye 125°C Rise Over 40°C Ambient
Voltage Regulator: Stamford AS440 Automatic Voltage Regulator
Arol Panel: Blue Star DCP7310 Microprocessor Based Gen-Set Controller
Mounted Facing Left from Generator End(Unless Specified Otherwise)
Standard Features: Low Oil Pressure, High Coolant Temp, Overspeed, Overcrank Shutdowns
Emergency Stop Pushbutton, Audible Alarm Buzzer with Silencing Switch
Control Panel Options: Low Water Level Sensor with Shutdown
Unit Color: White
Enclosure: Level 2(Weather Proof Enclosure with Foam)Powder Coated 14 Gauge Steel
Rugged and Durable 200 MPH Wind Rated Enclosure
Pitched Roof for Increased Structural Integrity and Improved Watershed
Punched Intake with Baffle and Punched Exhaust Openings
Keyed Alike Lockable Doors with Draw Down Latches and Stainless Steel Component Hinges
Additional 1.5"Thick Polydamp Type D Acoustical Foam (PAF)
Formed Steel Base with Mounting and Lifting Holes
Includes Vibration Mounts to Isolate Unit from Base Rail
Sound Attenuation Foam: Sound Attenuation Installed in Enclosure
Enclosure Options: Load Distribution Center for Single Point Accessory Wiring
Cooling: Unit Mounted Radiator(50°C Ambient)
Oil Drain Extension: Plumbed to Bulkhead Fitting in Base
Mainline Breaker: 300 Amp 3 Pole 600 Volt Breaker Mounted&Wired in a NEMA 1 Enclosure
Jacket Water Heater: Engine Block Heater 2000W 240VAC Rated for-20°F
Heater Installed with Isolation Valves and Wired to Terminal
Air Cleaner: Dry Single Stage
Silencer: Critical Grade Compact(CPJ Series)Silencer Mounted to Engine
Rattery: 12 Volt System with Rack and Cables
iry Charger: 12 Volt 6 Amp Mounted and Wired to Terminal
Tank: 24 Hour/375 Gallon UL 142 Listed Sub-Base Fuel Tank with Stub-up Area
Double Wall Construction with Secondary Containment Standard
Includes:Supply&Retum Connections, Fuel Level Gauge, Fuel Leak Switch and Fill&Vent Plumbing

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IRLUE ST*R
Power Systems Inc. Sales Quote
Quote Date: 4/11/2024 9:58:26 AM
Distributed by:
Quote Number: 0108473-0
Project Title: Stoneridge 30kw ''► "
Prepared for Critical Power Products&Service
Unit Model JD30-031T4 Standby/Prime Emergency Stationary Standby
kWe Rating 30 kWe UL 2200 Listed Yes
Fuel Diesel CSA Approved Yes
EPA Interim Tier 4 Paint Color White
Engine Model: John Deere 3029TFG89 30kW Standby Power Rating at 1800 RPM
Governor-Electronic Isochronous
Voltage: 480/277V 3 Phase 60 Hz 0.8 PF
Gen Model: Stamford S1 L2-J41 12 Lead Wired 480V 3 Phase High Wye 125°C Rise Over 40°C Ambient
Voltage Regulator: Stamford AS540 Automatic Voltage Regulator
r'ontrol Panel: Blue Star DCP7310 Microprocessor Based Gen-Set Controller
Mounted Facing Left from Generator End (Unless Specified Otherwise)
Standard Features: Low Oil Pressure, High Coolant Temp, Overspeed, Overcrank Shutdowns
Emergency Stop Pushbutton,Audible Alarm Buzzer with Silencing Switch
Control Panel Options: Low Water Level Sensor with Shutdown
Unit Color: White
Enclosure: Level 2 (Weather Proof Enclosure with Foam)Powder Coated 14 Gauge Steel
Rugged and Durable 200 MPH Wind Rated Enclosure
Pitched Roof for Increased Structural Integrity and Improved Watershed
Punched Intake with Baffle and Punched Exhaust Openings
Keyed Alike Lockable Doors with Draw Down Latches and Stainless Steel Component Hinges
Additional 1.5"Thick Polydamp Type D Acoustical Foam (PAF)
Formed Steel Base with Mounting and Lifting Holes
Includes Vibration Mounts to Isolate Unit from Base Rail
Sound Attenuation Foam: Sound Attenuation Installed in Enclosure
Enclosure Options: Load Distribution Center for Single Point Accessory Wiring
Cooling: Unit Mounted Radiator(50oC Ambient)
Oil Drain Extension: Plumbed to Bulkhead Fitting in Base
Mainline Breaker: 50 Amp 3 Pole 480 Volt Breaker Mounted &Wired in a NEMA 1 Enclosure
Jacket Water Heater: Engine Block Heater 1000W 120VAC Rated for-20°F
Heater Installed with Isolation Valves and Wired to Terminal
Air Cleaner: Dry Single Stage
Silencer: Critical Grade Compact(CPJ Series)Silencer Mounted to Engine
Battery: 12 Volt System with Rack and Cables
Battery Charger: 12 Volt 6 Amp Mounted and Wired to Terminal
,I 7 ank: 24 Hour/70 Gallon UL 142 Listed Sub-Base Fuel Tank with Stub-up Area
Double Wall Construction with Secondary Containment Standard
Includes: Supply&Return Connections, Fuel Level Gauge, Fuel Leak Switch and Fill&Vent Plumbing

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IRLUE ST*R
Power Systems Inc. Sales Quote
Quote Date: 4/11/2024 9:59:50 AM
Distributed by:
Quote Number: 0108474-0
Project Title: Stoneridge 20kw �
Prepared for Critical Power Products&Service
Unit Model PD20-011T4-17 kWe Standby/Prime Emergency Stationary Standby
kWe Rating 17 kWe UL 2200 Listed Yes
Fuel Diesel CSA Approved Yes
EPA Interim Tier 4 Paint Color White
Engine Model: Perkins 404D-22G 17kW Standby Power Rating at 1800 RPM
Governor-Mechanical
Voltage: 480/277V 3 Phase 60 Hz 0.8 PF
Gen Model: Stamford S1L2-J41 12 Lead Wired 480V 3 Phase High Wye 125°C Rise Over40°C Ambient
Voltage Regulator: Stamford AS540 Automatic Voltage Regulator
control Panel. Blue Star DCP7310 Microprocessor Based Gen-Set Controller
Mounted Facing Left from Generator End (Unless Specified Otherwise)
Standard Features: Low Oil Pressure, High Coolant Temp,Overspeed,Overcrank Shutdowns
Emergency Stop Pushbutton,Audible Alarm Buzzer with Silencing Switch
Control Panel Options: Low Water Level Sensor with Shutdown
Unit Color: White
Enclosure: Level 2(Weather Proof Enclosure with Foam)Powder Coated 14 Gauge Steel
Rugged and Durable 200 MPH Wind Rated Enclosure
Pitched Roof for Increased Structural Integrity and Improved Watershed
Punched Intake with Baffle and Punched Exhaust Openings
Keyed Alike Lockable Doors with Draw Down Latches and Stainless Steel Component Hinges
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Formed Steel Base with Mounting and Lifting Holes
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Oil Drain Extension: Plumbed to Bulkhead Fitting in Base
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Air Cleaner: Dry Single Stage
Air Restrictor Indicator: Installed in Air Filtration System
Silencer: Critical Grade Compact(CPJ Series)Silencer Mounted to Engine
Battery: 12 Volt System with Rack and Cables
ttery Charger: 12 Volt 6 Amp Mounted and Wired to Terminal

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ENGINEERING
April 12, 2024
Chan Karupiah
StoneRidge Water Company
P.O. Box 298
Blanchard, ID 83804
RE: Proposal for Capital Expenditures for StoneRidge Water Company
Hi Chan,
Thank you for providing us with your Rate Case Production Request for the four proposed
Capital Expenditure Investments at three locations; Well Pump House,Forest Lift Station,
and Upper Tank Pump—Questions 19,20,21,22. My understanding is that you will need
engineering support to develop the following project plans:
1. Backup Power supply for the three locations
2. New electric pump motors at same three locations
3. Replacement of existing "manual read meters"with wireless meters
4. Purchase of new truck and 4 Wheel Vehicles
Based on our past review of these sites, work on these sites, and discussions with your
team, we propose providing the engineering services needed to provide the information
IPUC is requesting. This Estimate does not include the Preliminary Document costs
needed to prepare these, such as a Facility Plan, Preliminary Engineering Reports, Plans,
or Specifications. These will need to be prepared by the Firm selected from your RFP/RFQ
process.
Our estimated budget Engineering Administration to aid you through this process is:
1. Project Admin(review Invoices, payroll, etc.) $6,150
2. R&D (develop Scope, Budget, Schedule) $5,800
3. Prepare 3 RFQ's, assist with selection & review $4,920
Total , 16 8 0
Please call us with any questions on this proposal.
Z. _ �� Digitally signed by Daniel W. Larson
Date: 2024.04.15 14:07:33 -07'00'
Daniel W. Larson, Principal Date
7B Engineering
Note: This document is signed and sealed electronicalll. I/the-Signature, Time, and Date are not shown
ingpo.sed over the Seal, the document has been altered and should not he eonsidered an Original.
414 Church Street, Suite 203 Stoneridge Water Company
Sandpoint, Idaho 83664 2024 IPUC Rate Case
[phone] Page 1 of 1
ENGINEERING

Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 20: In "Exhibit 10 Cap Ex. Budget Wireless Meters" of
the Application, the Company listed several items.
Answer: Upgrading to wireless meters will provide several benefits,
system ability to report system leaks, ability of customer to login and track
their own usage, easier/more accurate reading of meter values, easier/more
accurate input of monthly meter readings into billing software. We propose
that all new service meters and any replacement meters be wireless if they
can connect to the network.
• For the Line Item "Meters Replaced (360)," please provide a list
of customers whose meters were or will be replaced including,
but not limited to, meter installation date, water service
activation date, respective address for each customer. Our first
criteria for meter upgrade will most likely be meter location
ability to connect to network. 2nd will be larger lots where meters
are often not located close to the ROW and require access across
private property (i.e dogs etc) to read the meter. A third criteria
will be meter age, preliminary target would be for all meters
installed before 2018.
• For the Line Item "Plus Transceiver & Software ($9,275)," please
provide the following information and supporting documentation:
Please see the attached bid provided to us. We are going with a
wireless network that does not require a transceiver and
software as mentioned in the original above.
a. Proposed budget. N/A
b. Proposed schedule. N/A
Company Response 4/12/2024

Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
C. Information regarding RFP or RFQ including, but not
limited to, requirements and specifications, RFP/RFQ of
winning bid, etc. N/A
d. Installation contracts, invoices, etc. justifying the cost.
N/A
e. Explain how the Company ensured the project was
or will be completed at least cost. We do not operate in a
"least cost manner" our over-riding goal is to provide a
safe, dependable, efficient system at the best investment
value.
We have no internal capacity to provide a "cost benefit analysis"
beyond calling various venders for equipment estimates (no soft costs).
Consequently, we have attached an engineer's estimate of the costs for us
to provide the Commission with the level of details requested in these "Cap.
Ex." Questions 19-22.
We feel it is important to get these critical future expenditures
proposed and reviewed by the Commission during this General Rate Case
rather than waiting to submit these items in a later case submission for Cap.
Ex. ' Pre-Approval", which likely would lead to higher costs for both the
Commission the Company and ultimately the Customers.
During our preparation of this response, we have determined using a
"cellular meter system" will be cheaper to procure and maintain than the
'wireless meter system" we originally proposed. See attached preliminary
quote for replacement of existing meters with new wireless remote read
meters for all the existing meters in the system. Note this preliminary quote
only includes the equipment and no installation costs, nor training on the
related software and operational procedures. We would expect that in
addition to the meter equipment cost an additional $51,500 (30%) would be
Company Response 4/12/2024

Case # SWS-W-24-01 -StoneRidge Water Company General Rate Case
First Production Request
required for Meter Installation (including some pit Setter replacement) for a
total more than $232,000.00.
Company Response 4/12/2024

erro :6armer
Smart Water Meters & Systen?s
Company 5665 Airport Blvd Purchase Order#:
Address: Boulder, Colorado 80301 Quote Number: Q-01333
United States Created Date: 04/11/2024
Expiration Date: 05/11/2024
Prepared By: Charlie Prosch
Email: [e-mail]
Bill To Name: CDS StoneRidge Utilities, LLC Ship To Name: CDS StoneRidge Utilities, LLC
Bill To: Ship To:
United States United States
Quote To: Additional To:
Quantity
Product Line Item DescriptionTotal
Spectrum 30D
5/8x3/4 This package contains the following
products:
351 Spectrum 30D 5/8x3/4 $375.00 $131,625,
Innov8-VN
PADDLE 5FT
381 Cellular 10 Year Verizon Annual Service Plan $0.00 $0.
Connectivity
Spectrum 130D 2"
10" LL This package contains the following
products:
24 Spectrum 130D 2" 10" LL $1,225.00 $29,400.
Innov8-VN
PADDLE 5FT
Spectrum 88DL 1.5"
13" LL This package contains the following 1
products:
4 Spectrum 88DL 1.5" 13" LL $825.00 $3,300
Innov8-VN
PADDLE 5FT
1 Spectrum 50DLC 1" `i $550.00 $550
10.75"LL I This package contains the following j

merronrarmer
7nort WaterMeters &Systen7s.
products:
Spectrum 50DLC 1" 10.75"LL
Innov8-VN
PADDLE 5FT
Enduro 2800D 6"
This package contains the following
products:
1 Enduro 2800D 6" $6,800.00 $6,800.
Innov8-VN
PADDLE 5FT
Residential Programming:
Commercial Programming:
Description:
Terms and Conditions: • FOB Boulder,CO
• Quote is good for 30 days
• Payment net 30 days from date of shipment
Subtotal: $171,675.00
Shipping Cost:
Tax:
Grand Total: $171,675.00

i� ENGINEERING
April 12, 2024
Chan Kai upiah
StoneRidge Water Company
P.O. Box 298
Blanchard, ID 83804
RE: Proposal for Capital Expenditures for StoneRidge Water Company
Hi Chan,
Thank you for providing us with your Rate Case Production Request for the four proposed
Capital Expenditure Investments at three locations; Well Pump House, Forest Lift Station,
and Upper Tank Pump—Questions 19,20,21,22. My understanding is that you will need
engineering support to develop the following project plans:
1. Backup Power supply for the three locations
2. New electric pump motors at same three locations
3. Replacement of existing "manual read meters"with wireless meters
4. Purchase of new truck and 4 Wheel Vehicles
Based on our past review of these sites, work on these sites, and discussions with your
team, we propose providing the engineering services needed to provide the information
IPUC is requesting. This Estimate does not include the Preliminary Document costs
needed to prepare these, such as a Facility Plan, Preliminary Engineering Reports, Plans,
or Specifications. These will need to be prepared by the Firm selected from your RFP/RFQ
process.
Our estimated budget Engineering Administration to aid you through this process is:
1. Project Admin(review Invoices, payroll, etc.) $6,150
2. R&D (develop Scope, Budget, Schedule) $5,800
3. Prepare 3 RFQ's, assist with selection & review $4,920
Total
Please call us with any questions on this proposal.
Digitally signed by Daniel W. Larson
Date: 2024.04.15 14:07:33 -07'00'
Daniel W. Larson, Principal Date
7B Engineering
Note: This document is signed and sealed electronicallj. /f the Signature, Time, and Date are not shown
imposed over the Seal, the document has hecn altercd and should not he considered an Original.
414 Church Street, Suite 203 Stoneridoe Water Compam
Sandpoint, Idaho 83864 2024 IPUC Rate Case
[phone] Page I of I
ENGINEERING

Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST N0. 21: In"Exhibit 11 Capital Expansion Budget Pump Motor
Replacement" of the Application, the Company listed the following items:
1. Well Pump House ($120,000)
2. Forest Lift Station($14,000)
For each of the above-mentioned items, please provide the following documentation. If
any of the information requested below cannot be provided or is not available, please explain
why.
a. Analysis of Need: a justification of need for the project and a cost/benefit
analysis comparing alternatives.
b. Project Plan:
i. Initial project scope. ii. Proposed budget.
iii. Proposed schedule.
c. RFP or RFQ:
i. Project requirements and specifications.
ii. RFP/RFQ from winning bid.
d. Project construction documentation including:
i. Construction contracts, invoices, etc.
ii. Contractors change order request(s).
e. Explain how the Company ensured the project was or will be completed at
least cost.
We have no internal capacity to provide a "cost benefit analysis"
beyond calling various venders for equipment estimates (no soft
costs). Consequently, we have attached an engineer's estimate
of the costs for us to provide the Commission with the level of
details requested in these ""Cap. Ex." Questions 19-22.
We feel it is important to get these critical future expenditures
proposed, and reviewed by the Commission during this General
Company Response 4/12/2024

Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
Rate Case rather than waiting to submit these items in a later case
submission for Cap. Ex. "Pre-Approval", which likely would lead to higher
costs for both the Commission the Company and ultimately the Customers.
The oldest pump—Well #1 was originally installed in 1971. It is a 53 year
old above ground turbine pump and it tends to run hot at peak demand. The
concern is the relic pump is going to fail and it will take at a least 6-month
lead time to obtain a replacement pump. We have enclosed a final bid for
$10,422.00 from Robb's Heating and Cooling, Inc. to install the needed
HVAC upgrade in the Well Pump House.
An estimate for equipment and installation is attached. This estimate does
include any electrical nor structural modifications which will be identified in a
full study. Above ground pump motors require a conditioned space to
prevent overheating which we have observed since 2019. For Service work,
above ground pumps allow easier access for maintenance. Consequently,
with prior Commission Approval we anticipate preparing a budget for review
to upgrade heating and cooling in the well pump house.
Company Response 4/12/2024

Sandpoint Pump and Power Estimate
54399 N. Old US Highway 95
Athol, ID 83801 SAN[)YOIt�iT�UMI' Powt�z
208-263-0536 °
ADDRESS SHIP TO
Jeff Merkeley Jeff Merkeley
Stone Ridge Golf Course Stone Ridge Golf Course
ESTIMATE# DATE
1101 03/13/2024
ACTIVITY QTY RATE AMOUNT
125HP Turbine Motor 460V 60HZ US Motor 1 23,750.00 23,750.00
Misc. Electrical and Hardware 1 250.00 250.00
Two Technician Labor 1 2,000.00 2,000.00
This estimate is for removal of old turbine motor,
installations of new turbine motor, misc electrical parts and
the new turbine motor.
4STG Sub Turbine 1 7,900.00 7,900.00
100HP 460V 3PH Hitachi 1 20,100.00 20,100.00
ase Tech 100HP VFD 1 31,600.00 31,600.00
3HP 13STG VERTICAL BOOSTER PUMP 2 6,200.00 12,400.00
15HP VERTICAL BOOSTER PUMP 15HP 3PH 2 5,630.00 11,260.00
Misc. Galvanized Fittings/Pipe 1 4,360.00 4,360.00
Misc. Electrical and Hardware 1 4,360.00 4,360.00
Two Technician Labor 1 12,000.00 12,000.00
4/12/2024. The above estimate was done site unseen for
rough number based off of the information supplied to me
by Jeff Merkeley.
*Excavation Not Included unless otherwise specified TOTAL $12a,980.00
*Estimated Cost Only `+ `+
*Prices may be subject to change,depending upon market conditions or
changes in design and installation.
*Any materials or services not provided that are list in this estimate,but
not used,will not be charged
*Additions not included on this estimate will be added at fair value.
,epted By Accepted Date

ROB'S HEATING AND COOLING INC
411 HANAFORD RD
BLANCHARD, ID 83804 US
[phone]
[e-mail]
ADDRESS
STONERIDGE
364 STONERIDGE RD
BLANCHARD, ID 83804
CONTRACT#
04/16/2024
JOB LOCATION
PUMP HOUSE
ACTIVITY
Sales
Rob's Heating and Cooling will provide and install a Mitsubishi hyper heat 2 zone ductless heat pump
system. Both indoor units will be routed to 1 outdoor unit. *PROJECT ELECTRICIAN TO PROVIDE
PROPER POWER SUPPLY TO OUTDOOR LOCATION.
$10,422.00
TERMS: 60% DOWN AND 40%WHEN COMPLETED
SUBTOTAL 0.00
TAX (6%) 0.00
TOTAL $0.00
Accepted By Accepted Date

ENGINEERING
April 15, 2024
Chan Karupiah
StoneRidge Water Company
P.O. Box 298
Blanchard, ID 83804
RE: Proposal for Capital Expenditures for StoneRidge Water Company
Hi Chan,
Thank you for providing us with your Rate Case Production Request for the four proposed
Capital Expenditure Investments at three locations; Well Pump House, Forest Lift Station,
and Upper Tank Pump—Questions 19,20,21,22. My understanding is that you will need
engineering support to develop the following project plans:
1. Backup Power supply for the three locations
2. New electric pump motors at same three locations
3. Replacement of existing"manual read meters"with wireless meters
4. Purchase of new truck and 4 Wheel Vehicles
Based on our past review of these sites, work on these sites, and discussions with your
team, we propose providing the engineering services needed to provide the information
IPUC is requesting. This Estimate does not include the Preliminary Document costs
needed to prepare these, such as a Facility Plan, Preliminary Engineering Reports, Plans,
or Specifications. These will need to be prepared by the Firm selected from your RFP/RFQ
process.
Our estimated budget Engineering Administration to aid you through this process is:
1. Project Admin(review Invoices,payroll, etc.) $6,150
2. R&D (develop Scope, Budget, Schedule) $5,800
3. Prepare 3 RFQ's, assist with selection &review $4,920
Total SLUM
Please call us with any questions on this proposal.
Digitally signed by Daniel W. Larson
Date: 2024.04.15 13:51 :35 -07'00'
Daniel W. Larson,Principal Date
7B Engineering
Note: This document is signed and sealed electronically. ff the Signature, Time, and Date are not shown
imposed over the Seal, the document has been altered and should not be considered an Original.
414 Church Street, Suite 203 Stoneridge Utilties
Sandpoint, Idaho 83864 2024 IPUC Rate Case
[phone] Page 1 of 1
ENGINEERING

Case # SWS-W-24-01 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 22 In "Exhibit"" #12 CAP EX VEHICLE INVESTMENTS" of the
Application, the Company listed the following items:
1. 2024 Toyota Tundra 4 Wheel Drive Max 6 Hybrid ($78,000)
2. 4 Wheel Gator ($20,000)
For each of the above-mentioned items, please provide the following documentation. If
any of the information requested below cannot be provided or is not available, please
explain why.
a. Analysis of Need: a justification of need for the project and a
cost/benefit analysis comparing alternatives.
b. Project Plans:
i. Proposed budget
ii. Proposed Schedule
C. RFP or RFQ:
i. Project Requirements and specifications
ii. RFP/RFQ from winning bid.
d. Documentation including, but not limited to, vehicle contracts,
invoices, etc.
e. Explain how the Company ensured the purchase was or will be
completed at least cost.
Answer: The current company vehicle is a 2007 Ford 150. The front end is worn
out and the vehicle is 17 years old and past its useful service life. The
Kubota is also a 2007 and the bed and panels are rusted through, it needs
to be replaced.
See attached proposal from 7B to prepare a report to provide answers to
your additional questions on this Cap. Ex. Project. As well as the other 3
projects proposed.
Company Response 4/12/2024

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ENGINEERING
April 12, 2024
Chan Karupiah
StoneRidge Water Company
P.O. Box 298
Blanchard, ID 83804
RE: Proposal for Capital Expenditures for StoneRidge Water Company
Hi Chan,
Thank you for providing us with your Rate Case Production Request for the four proposed
Capital Expenditure Investments at three locations; Well Pump House,Forest Lift Station,
and Upper Tank Pump—Questions 19,20,21,22. My understanding is that you will need
engineering support to develop the following project plans:
1. Backup Power supply for the three locations
2. New electric pump motors at same three locations
3. Replacement of existing"manual read meters"with wireless meters
4. Purchase of new truck and 4 Wheel Vehicles
Based on our past review of these sites, work on these sites, and discussions with your
team, we propose providing the engineering services needed to provide the information
IPUC is requesting. This Estimate does not include the Preliminary Document costs
needed to prepare these, such as a Facility Plan, Preliminary Engineering Reports, Plans,
or Specifications. These will need to be prepared by the Firm selected from your RFP/RFQ
process.
Our estimated budget Engineering Administration to aid you through this process is:
1. Project Admin(review Invoices,payroll, etc.) $6,150
2. R&D (develop Scope, Budget, Schedule) $5,800
3. Prepare 3 RFQ's, assist with selection &review $4,920
Total s 16.870
Please call us with any questions on this proposal.
Digitally signed by Daniel W. Larson
4r�rY� Date: 2024.04.15 14:07:33 -07'00'
Daniel W. Larson, Principal Date
7B Engineering
Note: This document is signed and sealed electronically. If the Signature, Time, and Date are not shown
imposed over the Seal, the document has been altered and should not be considered an Original.
N
414 Church Street, Suite 203 StoneridgeWaterCompany
Sandpoint, Idaho 83864 20241PUC Rate Case
[phone] Page 1 of 1
ENIRING

Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 23 Does the Company expect customer growth? If so,
please provide work papers and documentation including, but not limited to,
the potential number of customers and type of customers by year for the
next five years.
There are approximately 112 vacant lots that can be connected with
water service from the Company. In the next five years we would not
expect more than 50 (10/yr) new water services to be connected. The
dominant new customer type would be residential 3/4" meter service. This in
internal generated forecast, if you require a full engineering report for future
growth forecasts, we would need approval of an additional Cap. Ex. Budget
item to be this forecast professionally prepared.
Company Response 4/12/2024

Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 24 Please reconcile the Monthly Minimum Charge of Current Tariff for
1-inch metered customers from Exhibit Nos. 5 and 7 of$42.72 and Attachment E "copy of
Customer Notice and Mailing Date" of$24.
The confusion in the Customer Notice, Exhibits and attachments over'/4" and 1"
meters/rates was unintentional. The current tariff has both a 3/4" and 1" Monthly Minimum
rate which were $24 and $42.72 respectively. For the most part the few 1" meters in our
system are/were dedicated irrigation customers. Since 2019, due to supply-line availability
issues, the Company decided to install 1" meters for base residential service instead of 3/4"
meters. Since 2019, these customers receiving 1' meters, at the discretion of the water
Company,were charged for%" installation costs as well as '/4" minimum monthly charges.
The customers in this group will continue to be billed at the%" rates indefinitely. It is our
expectation that we will ultimately either replace the 1" meters or install reducers, at no
cost to the customer, to ensure efficient utilization of system capacity. We are currently
evaluating for a Cap. Ex. program to upgrade to wireless meters and we expect this
particular issue to be reviewed in this exercise.
Company Response 4/12/2024

Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 25 In Attachment B "Details on any affiliated entity relationships,"
it states that Esprit Enterprises, LLC leases "Vehicles and other light truck equipment" to
the Company. Please answer the following:
1. Please provide a list of the vehicles and other light truck
equipment leased to the Company, please include:
a. A description of each leased item.
b. Purpose of the leased item.
C. Cost of the leased item; and
d. Length of the lease.
2. Please explain if each of the vehicles and other light truck
equipment leased are used full time by the Company; and
3. Please explain how the vehicle expenses were allocated to the
Company.
See attached lease agreement from January 1, 2020 between Esprit
Enterprises, LLC and CDS StoneRidge Utilities, LLC for the leased items. The
vehicles are used by both the Water Company and Blanchard Utility Services--
which operates as a separate wastewater provider in the StoneRidge Golf
Community. We do not have access to the historical costs of the leased items.
The purpose of each equipment item is self-explanatory, the leases expire
12/31/2025 for all items. The vehicles are "full time" leases and the water
company pays 60% of the total cost and BUS pays 40% of total lease costs—
other than for the Right of Way, Water Rights and easements which are 100%
allocated to the Water Company.
Company Response 4/12/2024

ORIGINAL Page 1 of
GROUND, WATER RIGHTS, EQUIPMENT, AND EASEMENT LEASE
This Equipment Lease (this "Lease") is made effective as of January 1, 2020, between Esprit
Enterprises, LLC (the "Lessor"), 364, Blanchard, Idaho 83804, and CDS StoneRidge Utilities,
LLC--Water (the "Lessee"), 12 Holiday Loop, Blanchard, Idaho 83804, and states the agreement
of the parties as follows:
PROPERTY AND RIGHTS SUBJECT TO LEASE. The Lessor shall lease the ground, water
rights and easements listed on the attached Exhibit "A". The Lessor shall also lease the
equipment listed on the attached Exhibit`B".
PAYMENT TERMS. The Lessee shall make monthly payments of$2,000.00 for the items
listed on Exhibit A and monthly payments of$1,500.00 for the items listed on Exhibit B.
Payments shall be due on the first day of each month, with the first payment due on 1/1/2020.
The lease payments shall be due whether or not the Lessee has received notice of a payment due.
Both the monthly payments shall increase 8% annually on January 1 each year (beginning
January 1, 2021) of the lease, unless mutually agreed upon otherwise by both landlord and
tenant.
NON-SUFFICIENT FUNDS. The Lessee shall be charged $30.00 for each check that is
returned to the Lessor for lack of sufficient funds.
LEASE TERM. This Lease shall begin on the above effective date and shall terminate on
December 31, 2025, unless otherwise terminated in a manner consistent with the terms of this
Lease.
OPTION TO RENEW. If the Lessee is not in default upon the expiration of this lease, the
Lessee shall have the option to renew this Lease for a similar term on such terms as the parties
may agree at the time of such renewal.
OPTION TO PURCHASE. If the Lessee is not in default under this Lease, the Lessee shall
have the first right of refusal option to purchase the real estate, and water rights at the end of the
lease term for a price agreed upon by both parties.
LIABILITY AND INDEMNITY. Liability for injury, disability, and death of workers and
other persons caused by operating, handling, or maintaining the ground and/or water right during
the term of this Lease is the obligation of the Lessee, and the Lessee shall indemnify and hold the
Lessor harmless from and against all such liability. Lessee shall maintain liability insurance of at
least $1,000,000.00.
Ground, Water Rights, Equipment and Easement Lease
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ORIGINAL Page 3 of
that any provision of this Lease is invalid or unenforceable, but that by limiting such provision, it
would become valid and enforceable, then such provision shall be deemed to be written,
construed, and enforced as so limited.
WAIVER. The failure of either parry to enforce any provision of this Lease shall not be
construed as a waiver or limitation of that party's right to subsequently enforce and compel strict
compliance with every provision of this Lease.
CERTIFICATION. Lessee certifies that the application, statements, trade references, and
financial reports submitted to Lessor are true and correct and any material misrepresentation will
constitute a default under this Lease.
DISPUTE RESOLUTION. The parties will attempt to resolve any dispute arising out of or
relating to this Agreement through friendly negotiations amongst the parties. If the matter is not
resolved by negotiation, the parties will resolve the dispute using the below Alternative Dispute
Resolution (ADR) procedure.
Any controversies or disputes arising out of or relating to this Agreement will be submitted to
mediation in accordance with any statutory rules of mediation. If mediation does not successfully
resolve the dispute, the parties may proceed to seek an alternative form of resolution in
accordance with any other rights and remedies afforded to them by law.
SIGNATORIES. This Lease shall be signed on behalf of Esprit Enterprises, LLC by Teresa
Karupiah, Member, and on behalf of CDS StoneRidge Utilities, LLC--Water by Chan Karupiah,
Member, and shall be effective as of the date first above written.
Ground Water Rights, Equipment and Easement Lease
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ORIGINAL. Page 5of6
EXHIBIT A
Description of Leased Ground and Water Rights
Ground Lease Locations:
1. Tower Site--East Skyline Drive
2. Happy Valley Ranchos Mid Booster Site-Mtn View Road
3. Forest Way Storage Tank& Booster Site
4. Well Site
5. ROW Easements for all water/power associated line
Water Rights:
Ground Water Rights
1. 95-9587 588.E-acre feet
Total Monthly Payment for the above items leased is $2,000.00 per month
commencing January 1,2020
Ground, Water Rights, Equipment and Easement Lease
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Case # SWS-W-24-01 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 26 Please provide the proposed "disconnect/reconnect"fees as mentioned in the
Customer Notice. Please provide any supporting worksheets with formulas intact.
Answer: Please see our"Marked up" proposed new tariff agreement. It is our intent to change
the non-recurring "reconnection fees"to a flat $50 (Office Hours) and $80 (Non Office Hours)
for all voluntary reconnections request regardless of meter size. Our goal is to improve our
ability to cash flow forecasts for the system as well as operate efficient utilization of system
capacity Even though the customer is disconnected we have to maintain the system to provide
adequate service on 24 hour notice.
Company Response 4/12/2024

Case # SWS-W-24-01 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 27 Please clarify what the proposed 1-inch irrigation minimum
monthly charge is. Additionally, please provide the following:
1. Please provide supporting workpapers of how the irrigation charge
was calculated.
2. Please provide the current number of 1-inch residential and
irrigation customers.
3. Please explain if 1-inch irrigation customers have separate
irrigation meters from domestic meters. If not, please explain how the Company
will meter irrigation water use; and done... check for clarity
4. Please explain why the Company wants to separate irrigation charges
from residential only for 1-inch meters.
Answer: Based on the answer in Question #25, this is not an issue with 3/" vs 1"
meters as explained in #25. There are no one 1" residential meters in the system, but
there is one 1" irrigation service meter serving the Fairway Meadow HOA. The single 1"
meter at Fairway Meadows HOA is dedicated to irrigation only-they have several
meters serving each of their buildings for domestic service. The irrigation meters and
domestic meters are identical other than their use. We have reviewed and revised our
service types in the last 5 years to better provide the customer type categories that are
included in our IPUC annual reports. We allow the customer to request service for both
residential and irrigation combined or separately.
Company Response 4/12/2024

Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 28 In Exhibit 5 "Sch C Proof Revenue," included is a "Service
Type" of"Irrigation/Residential." Please explain if one meter serves both
domestic and irrigation water use. If not, please explain the meter structure.
Answer: Please see answers to Questions 25 & 27 regarding 1" meters.
Company Response 4/12/2024

Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 29
Answer: The Motor Coach Village HOA requested in 2022 that this meter be
turned off and they have not requested it to be turned back on in almost 2 years.
Our assumption is that they have abandoned the service, and in that event we
will eventually remove the meter to allow this capacity to be reallocated within the
system.
Company Response 4/12/2024

Case # SWS-W-24-0 1 -StoneRidge Water Company General Rate Case
First Production Request
REQUEST NO. 30 Please confirm the Company is proposing to charge all
Residential 1-inch meter customers at the proposed 3/-inch meter rate as shown in
Exhibit No. 7.
If this is not the Company's proposal, please provide the following information
related to 3/-inch and 1 inch meters.
a. Please provide a list of all the Residential customers the Company
has connected to the system with 3/-inch meters and a separate list of customers
with 1-inch meter sizes;
b. For the customers with 1-inch meters, please identify those who
requested 1-inch meters and those that requested 3/-inch meters but received 1-
inch meters due to 3/4 -inch meter unavailability.
C. Please provide any written evidence of meter size requests for all
customers with
3/ and 1-inch meter sizes during the period when 3/-inch meters were
unavailable.
d. Does the Company plan to replace all 1-inch meters with 3/-inch
meters for customers that requested them? If so, please provide details of the
plan including a schedule for replacement.
Answer: Please see answer to Question #24. Attached is our Excel spreadsheet
From the rate case. See Exhibit 5 Schedule B showing the customer categories.
There were approximately 100 new connections in 2018-2024 after the water
company was acquired by Esprit. Our work to be done for the Meter Upgrade
Cap. Ex. investment will provide us with an exact count on the number of 1"
meters installed for domestic service during this time.
Company Response 4/12/2024