20240206SWC to Staff 1-32.pdf

RESPONSE TO FIRST PRODUCTION REQUEST – 1
61730.0002.16357580.5
Ronald L. Williams, ISB No. 3034
Brandon Helgeson, ISB No. 11615
HAWLEY TROXELL ENNIS & HAWLEY LLP
877 W. Main Street, Suite 200
P.O. Box 1617
Boise, ID 83701-1617
Telephone: [phone]
Facsimile: 208.954.5253
Email: [e-mail]
[e-mail]
Attorneys For Schweitzer Water Company
BEFORE THE IDAHO PUBLIC UTILITIES COMMISSION
IN THE MATTER OF APPLICATION OF SCHWEITZER WATER COMPANY FOR APPROVAL OF ACQUISITION OF THE ASSETS OF RESORT WATER CO. INC. AND FOR THE ISSUANCE OF A CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY

Case No. SWC-W-23-01
SCHWEITZER WATER COMPANY’S RESPONSE TO THE COMMISSION STAFF’S FIRST PRODUCTION REQUEST

Please find enclosed Schweitzer Water Company’s (the “Company”) Responses to IPUC
Production Request Nos. 1 – 32. For purposes of providing the contact information of the
recordholder and/or sponsor identified for certain responses, the following contact information is
applicable:
Tom Trulock Jennifer Brownlie, Esq.
Vice President, General Counsel,
Schweitzer Water Company Alterra Mountain Company U.S., Inc.
165 Village Lane, Suite A 3501 Wazee St., Suite 400
Sandpoint, ID 83864 Denver, CO 80216-3787
[phone] [phone]
[e-mail] [e-mail]
Answers to each production request are enclosed, along with referenced Exhibits.
RECEIVED
Tuesday, February 6, 2024 4:38PM
IDAHO PUBLIC
UTILITIES COMMISSION

RESPONSE TO FIRST PRODUCTION REQUEST – 2
61730.0002.16357580.5
IPUC REQUEST NO. 1

Please indicate whether any private water, co-operative, municipal or other Commission
regulated water utility customer service territories overlap with the Resort Water Co. Inc.
service territory. If so, please identify all those that overlap, how they overlap, and
explain any effect from the overlapping of territories, such as disputes that may occur or
current or future planned agreements for keeping them separated.

RESPONSE TO IPUC REQUEST NO. 1

There are no service territory overlaps between Resort Water Co., Inc, (“Resort Water”)
and other Commission regulated water utilities. The boundaries of Resort Water and a
neighboring Commission regulated water utility, Schweitzer Basin Water Company
(“SBWC”), do not overlap. However, both Resort Water’s and SBWC’s boundaries are
contiguous in areas. Notwithstanding some common borders, Resort Water and SBWC
have had no territory disputes and operate with entirely separate infrastructure. There is
no written agreement between Resort Water and SBWC regarding overlapping territories,
in-part due to there being no overlap.

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 3
61730.0002.16357580.5
IPUC REQUEST NO. 2

Is the Resort Water Co. system (i.e. Resort Water and Ridge Water systems) currently in
compliance with all Idaho Department of Environmental Quality ("IDEQ") and Idaho
Department of Water Resources ("IDWR") requirements and regulations? If not, please
describe all noncompliance issues and resolution plans.

RESPONSE TO IPUC REQUEST NO. 2

Yes. Both the Resort Water system and Ridge Water system are currently in compliance
with all IDEQ and IDWR requirements and regulations.

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 4
61730.0002.16357580.5
IPUC REQUEST NO. 3

For each water right used by the Resort Water Co. potable water system, please provide
the IDWR Water Right Number (basin and sequence number).

RESPONSE TO IPUC REQUEST NO. 3

Please see Summary of Water Rights attached as “Exhibit 1” attached hereto.

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 5
61730.0002.16357580.5
IPUC REQUEST NO. 4

For each well used by the Resort Water Co. potable water system, please provide the
following:
a. The current IDWR Well Tag Number (D-Tag Number) on file;
b. Location (Township, Range, Section, and Tract); and
c. The well log.

RESPONSE TO IPUC REQUEST NO. 4

Please see well logs containing the requested information in “Exhibit 2” attached hereto.
These reflect the two Ridge system wells (labeled as such) and four Resort system wells
(labeled Well Nos. 4, 5, 6 and 8).

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 6
61730.0002.16357580.5
IPUC REQUEST NO. 5

Please provide details of all Resort Water Co. systems IDEQ and IDWR compliance
discrepancies resolved within the past 5 years.

RESPONSE TO IPUC REQUEST NO. 5

There are no IDWR compliance discrepancies in need of resolution related to the Resort
System and Ridge System in the past 5 years. Additionally, the Ridge System has had no
IDEQ compliance discrepancies in the past 5 years. The Resort System, however, has
experienced 3 compliance discrepancy events, evidenced in “Exhibit 3” attached hereto
identifying certain IDEQ violations and the date of resolution. These included a Routine
Disinfection Byproducts Monitoring violation, Routine E-coli monitoring violation and
Consumer notice for Lead-Copper. In each instance, these violations were related to
missed deadlines for sample collection and reporting. Samples were collected and
reported late, however the violations were cured once samples were submitted to IDEQ.

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 7
61730.0002.16357580.5
IPUC REQUEST NO. 6

Please provide a thorough and complete description of the systems being acquired. This
should include any known deficiencies that need to be addressed to maintain system
integrity and to support growth, as well as any changes/investments that the Company
plans to implement to address deficiencies relative to items included below. Please
include the costs and benefits for any future investments or potential increases in
expense.
a. Processes and methods. This should include processes involved in the
delivery of water and business processes (i.e. billing, maintenance,
customer support, etc.);
b. Manpower/staffing, including the amount of labor and the level of
expertise/experience;
c. Equipment/infrastructure/software both direct (i.e. pipes, tanks, and
pumps) and indirect (maintenance equipment, computers, etc.);
d. Policies and standards (i.e. service level, maintenance turnaround time,
etc.); and
e. Materials (productive material used for water quality, spare parts
inventory, etc.).

RESPONSE TO IPUC REQUEST NO. 6

The foregoing categories regarding a description of the systems is addressed in “Exhibit
4” attached hereto.

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 8
61730.0002.16357580.5
IPUC REQUEST NO. 7

Please provide an up-to-date geo-spatial system map of the Resort Water Co. systems
showing the location and elevation of major equipment including wells, distribution
piping, storage tanks, booster pumps, shut-off valves, meters, fire hydrants, and water
treatment equipment. Please include the following information:
a. The make, model, and rating of each well pump;
b. The make, model, and rating of each well pump motor;
c. The make, model, capacity, and limit switch settings of each pressurized
storage tank;
d. The make, model, capacity, and limit switch settings of each
unpressurized storage tank/reservoir;
e. The make, model, and rating of each booster pump and motor;
f. The make, model, and capacity of all water treatment equipment;
g. The distribution piping line size and materials specified in the installation;
and
h. The year, make, model, and capacity for backup generation supporting the
well pumps. Indicate if the generation has an automatic transfer switch or
otherwise if it must be manually started.
NOTE: Please provide this map in an electronic format which can be enlarged to
identify all aspects of the system.

RESPONSE TO IPUC REQUEST NO. 7

There is no GIS Mapping of the Systems currently. However, the majority of requested
information above is included in “Exhibit 5” attached hereto. Information that is not
included in Exhibit 5 is as follows:

 Well pump motor information in unavailable.
 Pressurized storage tank information is not included as there are no pressurized
storage tanks.
 The year of backup generators is unavailable. Please note, there is no backup
generation specifically for well pumps. Rather the backup generators are
intended for backup generation for heat, light and controls for the pumphouses.
 Information regarding all water treatment equipment and distribution piping is
included in the description of the existing systems in Exhibit 4.

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 9
61730.0002.16357580.5
IPUC REQUEST NO. 8

Please provide the specified material requirements and construction details used in the
installation of the Resort Water Co. distribution systems piping.

RESPONSE TO IPUC REQUEST NO. 8

The Systems’ distribution system piping has been generally constructed in accordance
with Idaho Standards for Public Works Construction (ISPWC) material requirements. For
construction details regarding the Systems, please see the record drawings in “Exhibit 6”
attached hereto.

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 10
61730.0002.16357580.5
IPUC REQUEST NO. 9

Please provide any studies completed on the Resort Water Co. potable water systems.
This information would likely include assessments of: 1) the capacity and sizing of the
system; 2) system condition; 3) the ability of the system to meet historical and future
system peak demand; 4) capacity/constraints within the system; and 5) average
consumption and consumption during peak periods.

RESPONSE TO IPUC REQUEST NO. 9

Resort Water, and now the Company, is currently still in the process of completing and
submitting its facilities plan to IDEQ which contains this information. When the first
draft of the facilities plan has been completed and ready to submit to IDEQ, the Company
will supplement its response to Commission’s request no. 9 with a copy of the same,
subject to additional comments the Company receives from IDEQ regarding its facilities
plan.

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 11
61730.0002.16357580.5
IPUC REQUEST NO. 10

Please provide an estimate of total unaccounted water losses of the Resort Water Co.
system due to leaks, wasted water, etc. by month over the past 5 years. Please explain
how these losses are estimated.

RESPONSE TO IPUC REQUEST NO. 10

Resort Water did not, and the Company does not, meter its water services for individual
residences. Only larger commercial buildings are metered, however in all instances
metering is primarily only tracking water produced vs. water from coming from the
ground. Accordingly, there is currently no manner for the Company to calculate and
provide the information requested by the Commission for this response.

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 12
61730.0002.16357580.5
IPUC REQUEST NO. 11

Please provide the Resort Water Co. power bills over the past 5 years indicating the
amount of electricity (kilo-watt-hour) used by each well and booster pump.

RESPONSE TO IPUC REQUEST NO. 11

Currently, electricity for the water systems coexists on an account with the upper
reservoir, which is shared account. Due to this shared account structure, there is not a
meaningful way to determine and provide the requested information.

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 13
61730.0002.16357580.5
IPUC REQUEST NO. 12

Please provide the Resort Water Co. systems monthly metered amount of water produced
by each well over the past 5 years.

RESPONSE TO IPUC REQUEST NO. 12

The monthly metered amounts for each well are included in the Annual Report filed with
the IPUC, which spreadsheets reflecting amounts for years 2018 through 2022 are
attached hereto as “Exhibit 7.”

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 14
61730.0002.16357580.5
IPUC REQUEST NO. 13

Please provide all Company analysis used for determining the value of assets acquired
from Schweitzer Mountain LLC Resort Water and the Ridge Water System. Provide
supporting information in Excel with formulas enabled. Additionally, please include
worksheets for T. Trulock Direct exhibit 0010

RESPONSE TO IPUC REQUEST NO. 13

The Company determined the net book value of the assets of Resort Water (including
both the Resort Water and Ridge Water systems) by determining the rate base value of
Resort Water as further described in “Confidential Exhibit 8” attached hereto.

Recordholder: Tom Trulock

Sponsor: Jennifer Brownlie, Esq.

RESPONSE TO FIRST PRODUCTION REQUEST – 15
61730.0002.16357580.5
IPUC REQUEST NO. 14

Regarding fire protection, please provide the following:

a. The name and contact information of the fire authority who prescribes
requirements for the system;
b. Fire flow and storage requirements prescribed by the fire authority; and
c. All reports, citations, warnings, and similar documents issued by the fire
authority over the last five years for the Resort Water Co. system.

RESPONSE TO IPUC REQUEST NO. 14

The information regarding fire protection is as follows:

a. The name and contact information of the fire authority who prescribes
requirements for the system;

Schweitzer Fire Rescue District
7094 Schweitzer Mountain Road, Sandpoint, ID 83864
[phone]
[e-mail]

b. Fire flow and storage requirements prescribed by the fire authority; and

These vary by location and building type but generally follow the most recent
version of International Fire Code, Appendix B

c. All reports, citations, warnings, and similar documents issued by the fire
authority over the last five years for the Resort Water Co. system.

There have been none over the last five years.

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 16
61730.0002.16357580.5
IPUC REQUEST NO. 15

Please provide the most recent Idaho Division of Environmental Quality Sanitary Survey
for Schweitzer Mountain LLC Resort Water and Ridge Water System systems.

RESPONSE TO IPUC REQUEST NO. 15

Please see “Exhibit 9” attached hereto.

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 17
61730.0002.16357580.5
IPUC REQUEST NO. 16

Please explain how the combined water system is interconnected to any other entity's
water system.
a. Describe the name and ownership of each interconnected water system;
b. Indicate if each interconnected water system is private, municipal, or
regulated by the IPUC;
c. Provide interconnection agreements for each interconnected water system;
d. Please explain any effect to the requested Certificate of Public
Convenience and Necessity; and
e. Provide DEQ interconnection approvals for each interconnected water
system. IDAPA 58.01.08 Rule 542.

RESPONSE TO IPUC REQUEST NO. 16

Neither the Resort System nor Ridge System are interconnected to any other water
system, including between the two systems.

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 18
61730.0002.16357580.5
IPUC REQUEST NO. 17

Please describe any legal obligations, beyond water service, that would be assumed by
the Company as a result of the proposed acquisition.

RESPONSE TO IPUC REQUEST NO. 17

None.

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 19
61730.0002.16357580.5
IPUC REQUEST NO. 18

Please describe the impact of de-annexing Lots 6, 7, 8, 9, and 10 Block E plus the
adjoining un-platted 2.3-acre parcel of land, and all of the Crystal Springs Subdivision
from Resort Water Company's service area and annexed into The Spires Water
Company's service area. See Case No. RES-W-11-01 Order No. 32327.

RESPONSE TO IPUC REQUEST NO. 181

There has been minimal impact. None of the de-annexed lots were developed at the time
of de-annexation, so no water service was provided to them. These lots were sold to
Spires for purposes of furthering the development of Spires, and providing water service
to those lots form the Resort System would have been difficult due to lack of pressure to
those lots.

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 20
61730.0002.16357580.5
IPUC REQUEST NO. 19

Please describe all public outreach activities that have occurred to date. Indicate the type
of outreach activities, locations, and dates.

RESPONSE TO IPUC REQUEST NO. 19

See press release for the acquisition provided at the following link:
https://www.schweitzer.com/schweitzer-life/schweitzer-alterra/

Numerous social media posts and e-mail releases were also sent by Alterra Mountain
Company U.S. Inc, primarily focusing on the acquisition of the Schweitzer Mountain
Resort. Also, see (1) the Mountain Utility Company notice regarding billing, dated
October 16, 2023, and (2) the notification letter that was sent to all customers and
published in the Coeur d’Alene Press in “Exhibit 10” attached hereto.

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 21
61730.0002.16357580.5
IPUC REQUEST NO. 20

Please describe credentials (certifications, licenses...) of all individuals in addition to
Robert Lesniewski who will be operating the proposed water system. Indicate individual
names, credentials, dates credentials were issued and expirations. Application at 7.

RESPONSE TO IPUC REQUEST NO. 20

In addition to the Operations Supervisor Robert Lesniewski and the back-up licensure
company (Water Systems Management Inc), the Company retains Rich Glover (DWD2-
24171).

In addition, the Company has three operators in training (OITs):

 Jeff Taylor (recently passed his DWT1 exam)
 Elliot Flemmons
 Brent Ollerton

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 22
61730.0002.16357580.5
IPUC REQUEST NO. 21

Please provide definitions of currently active, inactive committed, and available
equivalent residential units ("ERU"s). T Trulock Direct at 2.

RESPONSE TO IPUC REQUEST NO. 21

Currently Active – currently physically connected and using the water system.

Inactive Committed – not currently connected or using the water system but a
commitment to serve has been provided.

Available – unused and uncommitted ERUs in inventory, or excess water system capacity
above what is needed for currently active and inactive committed connections.

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 23
61730.0002.16357580.5
IPUC REQUEST NO. 22

Please provide the number of commercial ERUs for both the Schweitzer Mountain LLC
Resort Water and the Ridge Water System systems.

RESPONSE TO IPUC REQUEST NO. 22

The Resort System’s ERUs are as follows:

Current Capacity (ERUs): 770

558 active (218 commercial)
45 inactive/committed
167 balance available

The Company has a new well that was drilled in 2022 and will go on line in summer
2024. This, along with a planned installation of an upgraded auxiliary power generation
system will boost the current overall capacity for the Resort System number from 770 to
1140 ERUs.

The Ridge System’s ERUs are as follows (none of which are commercial):

Current Capacity: 144 (based on the one well in service)

56 active
66 inactive/committed
22 balance available

The Company has a second Ridge System well ready to be put on line that was drilled and
tested (28 gpm) back when development was started but was never activated. Due to
changed criteria for pump testing, IDEQ does not recognize the old results so the Company
will be re-testing this well in spring 2024 with the intent of putting it on line summer 2024.

It should be noted that the Ridge System numbers are reflective of the first phase of
development only which comprises 122 ERUs. IDEQ has restricted development outside
of this phase until additional water sources can be developed (which are actively being
pursued).

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 24
61730.0002.16357580.5
IPUC REQUEST NO. 23

Please provide all water rights, including approval by the IDWR of the transfer of water
rights listed in Exhibit No. 0004 on page 29 of the Application.

RESPONSE TO IPUC REQUEST NO. 23

See Notice of Change in Water Rights Ownership as filed with IDWR in “Exhibit 11”
attached hereto.

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 25
61730.0002.16357580.5
IPUC REQUEST NO. 24

Please provide the Resort Water Annual Reports for 2019 and 2021.

RESPONSE TO IPUC REQUEST NO. 24

At the time of filing this response to the Commission’s First Production Request, the
Company is still working a complete and accurate response to this request. The Company
will supplement its responses to the First Production Request with an answer to this
request.

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 26
61730.0002.16357580.5
IPUC REQUEST NO. 25

Please provide the Ridge Water (a.k.a Acme Water) Annual Reports for 2018, 2019,
2020, 2021 and 2022.

RESPONSE TO IPUC REQUEST NO. 25

At the time of filing this response to the Commission’s First Production Request, the
Company is still working a complete and accurate response to this request. The Company
will supplement its responses to the First Production Request with an answer to this
request.

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 27
61730.0002.16357580.5
IPUC REQUEST NO. 26

Please identify who will be responsible for filing the 2023 Annual Reports and 2023
Gross Intrastate Operating Revenue Reports for both Resort Water and Ridge Water
(a.k.a Acme Water), and who will be responsible for payment of the Commission fees for
both systems. Please include contact information for those that are responsible for each.

RESPONSE TO IPUC REQUEST NO. 26

The Company will be responsible for filing the 2023 Annual Reports and 2023 Gross
Intrastate Operating Revenue Reports for the Resort and Ridge Systems. In addition, the
Company will be responsible for payment of the Commission fees for both systems in a
forward looking basis and will agree to satisfy the outstanding $456.52 in Commission
fees currently owed by Acme Water as a part of this transfer application case.

The contact information for the responsible party is:

Schweitzer Water Company
165 Village Lane, Suite A
Sandpoint, ID 83864
Contact: Tom Trulock
[phone]
[e-mail]

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 28
61730.0002.16357580.5
IPUC REQUEST NO. 27

Please provide ownership timelines for the Ridge, Spires, Basin, and Resort Water
systems. Please include corporate structure as well as parent companies for applicable
companies.

RESPONSE TO IPUC REQUEST NO. 27

Regarding “Spires” and “Basin” water companies – these two entities are unaffiliated
with Resort Water and entirely separate systems from the Ridge Water and Resort water
systems. The company is unable to provide any information regarding these two systems
and their ownership structure.

As to the Resort and Ridge Systems—the Resort Water system was operated and owned
by Resort Water according to CPCN No. 445 issued by the Commission on June 16,
2005. Resort Water later acquired the Ridge Water system, originally owned and
operated by Acme Water Works, Inc. under CPCN No. 518 issued by the Commission on
February 18, 2015. The Ridge System was acquired by Resort Water in a federal tax sale
in 2016 and quiet title action in late 2017 and has been operated by Resort Water since
January 1, 2018, but without amendment to or transfer of Acme’s CPCN No. 518. See
Application at pp. 4–5.

Resort Water has owned and operated both systems until the transfer of its assets to the
Company. An organizational chart of the corporate structure of the Company is attached
hereto as “Confidential Exhibit 12.”

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 29
61730.0002.16357580.5
IPUC REQUEST NO. 28

Please provide a copy of the current Ridge Water tariffs.

RESPONSE TO IPUC REQUEST NO. 28

Resort Water, after acquisition of the Ridge Water system from Acme Water, has
continued to operate the Ridge Water system according to the “unofficial” tariff included
in Order No. 33219 for Case No. AWW-W-13-01. See Application at pp. 5–6. There
appears to have been no tariff for the Ridge Water system officially filed with the
Commission after entry of that order and issuance of Acme Water’s Certificate of Public
Convenience and Necessity.

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 30
61730.0002.16357580.5
IPUC REQUEST NO. 29

Please provide a list of services the parent company provides for Schweitzer Water
Company.

RESPONSE TO IPUC REQUEST NO. 29

Alterra Mountain Company U.S. Inc provides the following services to the Company:

 Billing;
 Accounting;
 HR Support; and
 Insurance

Recordholder: Tom Trulock

Sponsor: Jennifer Brownlie, Esq.

RESPONSE TO FIRST PRODUCTION REQUEST – 31
61730.0002.16357580.5
IPUC REQUEST NO. 30

Please provide a copy of the allocation methodology for allocation of costs from the
parent company to Schweitzer Water Company.

RESPONSE TO IPUC REQUEST NO. 30

At the time of filing this response to the Commission’s First Production Request, the
Company is still working a complete and accurate response to this request. The Company
will supplement its responses to the First Production Request with an answer to this
request.

Recordholder: Tom Trulock

Sponsor: Jennifer Brownlie, Esq.

RESPONSE TO FIRST PRODUCTION REQUEST – 32
61730.0002.16357580.5
IPUC REQUEST NO. 31

Please provide a schedule showing all costs of the purchase for Schweitzer Water
Company that the parent company incurred and which account they are recorded in.

RESPONSE TO IPUC REQUEST NO. 31

While Alterra Mountain Company U.S. Inc. incurred expenses related to the acquisition
of the assets of Resort Water, none of these costs have been passed through to the
Company and are intended to be included in any future rate case filings. The majority of
these transaction-related costs were associated to the acquisition of the Schweitzer
Mountain Resort, while the purchase price paid by the Company for the assets of Resort
Water as defined in the Water Company APA attached as Confidential Exhibit 0004 to
the Company’s Application) is reflecting of the net book value of the assets of Resort
Water at the time of the acquisition. This is reflected in more detail in response to
Production Request No. 13.

Recordholder: Tom Trulock

Sponsor: Jennifer Brownlie, Esq.

RESPONSE TO FIRST PRODUCTION REQUEST – 33
61730.0002.16357580.5
IPUC REQUEST NO. 32

Please provide a schedule showing the amount of Ridge Water’s (a.k.a Acme Water)
revenues and expenses that are included in Resort Waters’ Annual Report and Gross
Intrastate Operating Revenue report for years 2018 to present.

RESPONSE TO IPUC REQUEST NO. 32

At the time of filing this response to the Commission’s First Production Request, the
Company is still working a complete and accurate response to this request. The Company
will supplement its responses to the First Production Request with an answer to this
request.

Recordholder: Tom Trulock

Sponsor: Tom Trulock

RESPONSE TO FIRST PRODUCTION REQUEST – 34
61730.0002.16357580.5
Dated: February 6, 2024.

HAWLEY TROXELL ENNIS & HAWLEY LLP
By ______________________________________
Ronald L. Williams, ISB No. 3034
Brandon Helgeson, ISB No. 11615
Attorneys For Schweitzer Water Company

RESPONSE TO FIRST PRODUCTION REQUEST – 35
61730.0002.16357580.5
CERTIFICATE OF SERVICE
I HEREBY CERTIFY that I caused to be served a true copy of the foregoing
SCHWEITZER WATER COMPANY’S RESPONSE TO THE COMMISSION STAFF’S
FIRST PRODUCTION REQUEST by the method indicated below, and addressed to each of the
following:
Commission Staff
Commission Secretary
Idaho Public Utilities Commission
11331 W. Chinden Blvd., Bldg. 8, Suite 201-A
Boise, ID 83714
[e-mail]

 U.S. Mail, Postage Prepaid
 Hand Delivered
 Overnight Mail
 E-mail
 Facsimile
 iCourt
Tom Trulock, Vice President
c/o Schweitzer Water Company
165 Village Lane, Suite A
Sandpoint, ID 83864
[e-mail]
 U.S. Mail, Postage Prepaid
 Hand Delivered
 Overnight Mail
 E-mail:
 Facsimile
 iCourt
Brad Mullins
Principal Consultant
MW Analytics
Teitotie 2, Suite 208
Oulunsalo Finland, FI-90460
[e-mail]
 U.S. Mail, Postage Prepaid
 Hand Delivered
 Overnight Mail
 E-mail:
 Facsimile
 iCourt

Dated: February 6, 2024.
_________________________________________ Ronald L. Williams, ISB No. 3034 Brandon Helgeson, ISB No. 11615

RESPONSE TO FIRST PRODUCTION REQUEST – EXHIBIT 1
61730.0002.16357580.5

EXHIBIT 1

SUMMARY OF WATER RIGHTS

See attached.

Resort Water Company - Summary of Water Rights
10/30/2023
Type Basin Sequence Basis Status Priority Date Div. Rate (cfs)Source Water Use
WR 96 7127 License Active 3/11/1973 0.22 SCHWEITZER CREEK COMMERCIAL
WR 96 7841 License Active 11/22/1979 0.5 UNNAMED STREAM FIRE PROTECTION
WR 96 8413 License Active 11/24/1997 0.5 SPRING MUNICIPAL
WR 96 8428 License Active 11/24/1997 0.17 SPRING MUNICIPAL
WR 96 8725 License Active 10/9/1992 0.18 GROUND WATER MUNICIPAL
WR 96 9015 License Active 3/8/1999 0.02 GROUND WATER COMMERCIAL
WR 96 9129 License Active 2/27/2003 0.62 GROUND WATER MUNICIPAL
WR 96 9645 License Active 9/27/2016 0.35 GROUND WATER
COMMERCIAL, COMMERCIAL FROM
STORAGE, COMMERCIAL STORAGE,
DIVERSION TO STORAGE, FIRE
PROTECTION STORAGE
WR Permit 96 9610 Active 3/24/2016 0.45 GROUND WATER MUNICIPAL
WR Permit 96 9929 Active 5/21/2021 0.38 GROUND WATER MUNICIPAL
Source - Idaho Department of Water Resources on-line search.
Ardurra Page 1 of 1

RESPONSE TO FIRST PRODUCTION REQUEST – EXHIBIT 2
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EXHIBIT 2

WELL LOGS

See attached.

Ridge
Well #1
Ridge
Well #2
 Page 36 May 15, 2020

NEW WELL #4
 Page 37 May 15, 2020

WELL #5
 Page 38 May 15, 2020

WELL #6
WELL #8

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EXHIBIT 3

IDEQ VIOLATION DETAILS

See attached.

RESPONSE TO FIRST PRODUCTION REQUEST – EXHIBIT 4
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EXHIBIT 4

DESCRIPTION OF THE SYSTEMS

See attached.

IPUC FIRST PRODUCTION REQUEST – EXHIBIT 4 – p.1
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1. Introduction
1.1. Overview
Schweitzer Water Company (SWC) formerly Resort Water Company (RWC) owns and
operates the Schweitzer Mountain Resort (SMR) public water system (PWS #ID1090123) and the
Ridge (Ridge) public water system (PWS #ID1090254) which serve portions of Schweitzer
Mountain Resort in Bonner County, Idaho.
1.1.1. SMR Water System
The SMR public water system currently serves Schweitzer Village and portions of the
Schweitzer Basin P.U.D. Existing water system infrastructure consists of three (3) groundwater
wells; two (2) control buildings; and 42,000-gallon, 65,000-gallon and 206,000-gallon water
storage reservoirs. A fourth well was constructed in 2022 and test pumped in 2023 and is awaiting
IDEQ approval. In addition, the Sky House water system is supplied by pumping from the existing
206,000-gallon reservoir, utilizing three (3) booster stations; a 1,200-gallon storage tank and a
17,000-gallon reservoir next to the lodge.
The SMR water system is designated by IDEQ as Non-Transient Non-Community (NTNC),
meaning the water system serves at least the same 25 individuals during 6 months of the year.
Currently the water system classifications are:
• Drinking Water Distribution – Class II
• Drinking Water Treatment – Class I
1.1.2. Ridge Water System
The Ridge public water system currently serves the Schweitzer Village Subdivision at
Schweitzer. Existing water system infrastructure consists of two (2) groundwater wells with a
combined capacity of 53 gpm; a wellhouse/control building; a 201,000-gallon water storage
reservoir; and 8” PVC water mains serving what is referred to as Phase I of the subdivision.
The Ridge water system is designated by IDEQ as Transient Non-Community (TNC),
meaning the water system does not regularly serve at least the same 25 individuals during 6 months
of the year. Currently the water system classifications are:
• Drinking Water Distribution – Class I
• Drinking Water Treatment – Class I
1.2. Ownership and Operation
The existing water systems were purchased by Schweitzer Water Company (f/k/a Husky Water
Company) in August of 2023, with ownership and operation information for the water system
summarized below. The water company name has changed but address and primary contact
remains the same:

IPUC FIRST PRODUCTION REQUEST – EXHIBIT 4 – p.2
61730.0002.16777467.1
Schweitzer Water Company
165 Village Lane, Suite A
Sandpoint, ID 83864
Contact: Tom Trulock
[phone]
[e-mail]

The Responsible Charge Operator for the water system is Robert Lesniewski (DWD2-22079 and
DWT2-21755). The designated backup operator for the water system is Robert Hansen (DWD2-
13440, DWT2-10694, BAT-520).
2. Existing System Descriptions
2.1. Existing SMR Facilities
2.1.1. Existing SMR Wells
Water for the SMR system is supplied by groundwater wells, located uphill and to the west of
the Crystal Springs Subdivision. There are currently four (4) existing wells with capacities as
follows:
• Well #4: 93 gpm (Goulds Model 6CLC-5, 15 HP Pump)
• Well #5: 98 gpm (Goulds Model 5CLC005, 5 HP Pump)
• Well #6: 71 gpm (Grundfos Model 75S20-3, 2 HP Pump)
• Well #8: 74 gpm (Proposed Grundfos Model 85GS75, 7.5 HP Pump)
Construction of Well #8 was completed in 2022 with test pumping, sampling, and testing
completed during the summer of 2023. A preliminary engineering report (PER), including test
pumping analysis and laboratory testing reports, were submitted to IDEQ on September 11, 2023,
and approved on October 25, 2023. Installation of the well pumping system is anticipated for the
spring of 2024.
2.1.2. Existing SMR Reservoirs
Three (3) cast-in-place concrete tanks serve as the main reservoirs for the SMR system,
providing operational and fire storage for the SMR water system. These reservoirs sit at varying
elevations, operating in series, and are further described as follows:
• Reservoir #1 (Lower): Reservoir #1 has a total capacity of 42,412 gallons and is located
beneath the Lower Control Building. Static water elevation in this reservoir is
approximately 5032 feet. Except for the Crystal View Subdivision, the entire SMR service
area is “floating” on this reservoir.
• Reservoir #2 (Middle): Reservoir #2 has a total capacity of 65,390 gallons and is located
approximately 160’ west and uphill from Reservoir #1. Static water elevation in this
reservoir is approximately 5062 feet. This reservoir is buried, with three (3) manways for

IPUC FIRST PRODUCTION REQUEST – EXHIBIT 4 – p.3
61730.0002.16777467.1
access. An electrically actuated butterfly valve, inside the lower control building, controls
the feed from Reservoir #2 to Reservoir #1.
• Reservoir #3 (Upper): Reservoir #3 has a total capacity of 205,850 gallons and is located
uphill from the Upper Control Building. This is a partially buried concrete reservoir with
a static water elevation of approximately 5194 feet. A combination rate of flow controller
and solenoid shutoff valve controls flow from Reservoir #3 to Reservoir #2, and has an
adjustable flow range from 800 to 3,200 gpm. Reservoir #3 provides a direct feed to the
Crystal View Subdivision, because the subdivision is at too high an elevation for feed from
Reservoir #1.
Two (2) additional reservoirs serve the Sky House and are described in more detail below.
2.1.3. Existing SMR Control Buildings
Two (2) control buildings/well houses currently serve the SMR water system and are further
described as follows:
• Upper Control Building: The Upper Control Building is located adjacent to Well #5,
next to and below Reservoir #3. The Upper Control Building contains the electrical service
equipment and control panels for Wells #5 and #6; piping, control valves and flow meters
for all the wells; transfer piping and control valves from Reservoir #3; and all the water
treatment equipment. The building is sized to accommodate electrical and control
equipment and piping for Well #8 and one (1) additional future well. A standby generator
(15 kW) is also housed in the Upper Control Building, sized to provide emergency power
to one (1) well pump, building heating and lighting, and the water treatment system.
• Lower Control Building: The Lower Control Building is located on top of Reservoir #1
and contains the electrical service equipment and control panel for Well #4. It also contains
the piping, control valves and appurtenances to transfer flow from Reservoir #2 to
Reservoir #1, then to distribution.
2.1.4. Existing SMR Treatment Facilities
Water treatment for the SMR system takes place in the Upper Control Building and
includes chemical feed and process monitoring for both chlorination and soda ash injection.
Chlorination treatment utilizes the injection of sodium hypochlorite (12.5%) at the Reservoir #3
discharge line using an electronic metering pump. Chlorination is not required by IDEQ, but
chlorine residuals are maintained in the distribution system at the discretion of the water system
operator.
In 1999, IDEQ designated the water supply as corrosive and corrosion control became a
requirement for the system. Corrosion control is accomplished through the injection of soda ash
to raise the pH of the source water. Soda ash, mixed in a 100-gallon solution tank, is injected into
the Reservoir #3 discharge line using an electronic metering pump. The pH after treatment is
maintained above 7.0.
Flow meter readings, chlorine residuals and pH measurements are taken and recorded daily
on forms kept in the Upper Control Building.

IPUC FIRST PRODUCTION REQUEST – EXHIBIT 4 – p.4
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2.1.5. Existing SMR Distribution System
The existing SMR water distribution system consists of approximately 5.6 miles of 2-inch
to 8-inch PVC pipe. There are currently approximately 35 fire hydrants on the system and
approximately 45 isolation gate valves spread throughout the system. In the central village area,
there are both domestic and dedicated fire lines. The fire lines supply the fire sprinkler systems of
the larger buildings and include appropriate backflow protection. Most of the existing customers
on the system are not metered, however SMR has started to require new construction to include
water meters inside their buildings, and meters have been added to some of the larger buildings in
the central village area.
The current SMR water distribution system operates within four (4) main pressure zones
controlled by six (6) main-line PRV assemblies. These assemblies each include two (2) PRVs
operating in parallel to handle both fire flow and domestic demand. All water customers on the
SMR system are required to have individual pressure reducing valves (PRVs) on their service lines
to maintain building pressures below 80 psi and as a redundant backup in case of main-line PRV
failure.
2.1.6. Existing Sky House Booster System
The Sky House Lodge (a.k.a. Summit Lodge), which sits at the top of the ridge next to the
top of the Great Escape chair lift, is supplied from Reservoir #3 through a series of booster pump
stations and water tanks. These facilities are dedicated strictly to the domestic and fire sprinkler
demands for the Sky House Lodge, which sits at an elevation of almost 6,400 feet. These facilities
are further described as follows:
• Booster Station #3: Booster Station #3 is located inside the upper control building and
pumps water from Reservoir #3 to Reservoir #4. This station consists of a skid mount,
duplex, package Grundfos BoosterPaQ system capable of delivering 5 gpm at 688’ TDH,
each pump.
• Reservoir #4: Reservoir #4 sits next to Booster Station #2 and receives flow from
Booster Station #1. This reservoir is a 1,200-gallon, pre-cast concrete, buried tank, which
feeds Booster Station #2.
• Booster Station #4: Booster Station #4 is located inside a small building, along the west
side of the Ridge Run, and pumps water from Reservoir #4 to Reservoir #5. This station
consists of a skid mount, duplex, package Grundfos BoosterPaQ system capable of
delivering 5 gpm at 582’ TDH, each pump. The building for Booster Station #4 also
houses a 13-kW propane generator to provide emergency backup power to the booster
station.
• Reservoir #5: Reservoir #5 sits next to the Sky House Lodge and received flow from
Booster Station #2. This reservoir is a 16,900-gallon, partially buried, cast-in-place
concrete tank.
• Booster Station #5: Booster Station #5 is located inside a building, next to Reservoir #5,
and supplies the Sky House Lodge from Reservoir #5. This station consists of a skid

IPUC FIRST PRODUCTION REQUEST – EXHIBIT 4 – p.5
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mount, triplex, package Grundfos BoosterPaQ system capable of delivering 98 gpm at
138’ TDH, each pump. The building for Booster Station #4 also houses the pressure
tanks, which serve the Sky House, as well as a 175-kW diesel generator to provide
emergency backup power to the booster station as well as the lodge.
2.2. Existing Ridge Facilities
2.2.1. Existing Ridge Wells
There are currently two (2) existing wells within the Ridge water system with capacities as follows:
• Well #1: 30 gpm
• Well #2: Capacity TBD
Well #2 was constructed and pump tested in 2006 but never put on-line. IDEQ has requested
that the well be re-pump tested for capacity and sampled for water quality parameters prior to
approval of the well for use. This work is anticipated to be completed in 2024.
2.2.1. Existing Ridge Reservoir
One (1) cast-in-place concrete tank serve as the main reservoir, providing operational and fire
storage for the Ridge water system. This reservoir is further described as follows:
• Reservoir #1: Reservoir #1 has a total capacity of 201,272 gallons and is located above
the Schweitzer Basin Village Subdivision. Static water elevation in this reservoir is
approximately 5045 feet. The entire Ridge service area is “floating” on this reservoir.
2.2.2. Existing Ridge Wellhouse
One (1) well house currently serves the Ridge water system and is further described as follows:
• Wellhouse #1: Wellhouse #1 is located at the intersection of Avalanche Road and Blizzard
Drive, adjacent to Well #1, and contains the electrical service equipment and control panel
for Well #1 and future Well #2. It also contains the piping, control valves and
appurtenances to transfer flow to Reservoir #1.
2.2.3. Existing Ridge Distribution System
The existing water distribution system consists of approximately 1.8 miles of 4-inch to 8-inch
PVC and Ductile Iron pipe. There are currently approximately 12 fire hydrants on the system.
Existing customers on the system are not metered.
The current Ridge water distribution system operates within two (2) pressure zones controlled
by two (2) main-line PRV assemblies. These assemblies each include two (2) PRVs operating in
parallel to handle both fire flow and domestic demand. All water customers on the Ridge system
are required to have individual pressure reducing valves (PRVs) on their service lines to maintain
building pressures below 80 psi and as a redundant backup in case of main-line PRV failure.

IPUC FIRST PRODUCTION REQUEST – EXHIBIT 4 – p.6
61730.0002.16777467.1
3. Additional System Information

3.1. Processes, Methods, Policies and Standards
SWC operates the systems pursuant to the existing Idaho Public Utilities Commission
(“IPUC”) Certificates of Public Convenience and Necessity for the SMR and Ridge Water
systems, respectively.
3.1.1. Customer Billing
Customer billing follows the tariffs set-forth by the IPUC for each system. There are no meters
to read and rates are currently static, meaning that each customer pays the same flat rate per
property. On the last day of the month, the A/R entry is recorded. On the first day of the month,
invoices are sent out to each customer for the prior 30 days of water service with NEW 15 terms.
Customers then have the option to pay via direct debit, credit card, or check. When payment is
received, the amount is applied against outstanding A/R and the checks are added to a deposit.
3.1.2. Policies and Standards
In addition to policies and standards of SWC reflecting the requirements of the IPUC
according the applicable IPUC rules and the Certificates of Public Convenience and Necessity for
each water system, SWC also adheres to the standards imposed by IDAPA 58.01.08 (Rules for
Public Drinking Water Systems) promulgated by IDEQ.
3.1.3. Additional Process, Methods, Policies and Standards Information
Additional information regarding the processes of SWC in operation of the systems can be
found in the attached Utilities Application Package attached hereto as “Exhibit A.” This package
provides an overview of processes for SWC (when it was operating as Resort Water Co. dba
Mountain Utility Company) for developers, builders and owners describing Mountain Utility
Company’s requirements for the utility application process. The entirety of this package is not
specifically applicable to the Ridge and SMR water systems, as it covers all utilities, including
water, sewer and stormwater procedures and requirements.
3.2. Manpower/Staffing
SWC is staffed by Operations Supervisor Robert Lesniewski and the back-up licensure
company (Water Systems Management Inc). In addition, SWC retains an additional licensed
operator (Rich Glover (DWD2-24171)), and currently has 3 Operators in Training (OITs).
3.3. Materials and Equipment
Aside from materials, equipment, parts and inventory discussed in Section 2 herein, SWC has
the following inventory:

IPUC FIRST PRODUCTION REQUEST – EXHIBIT 4 – p.7
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Description Manufacturer Type Model Size Volume Capacity
(HP) (gal.)
Well #4 Pump Goulds submersible well 6CLC-5 15 n/a 93 gpm
Well #5 Pump Goulds submersible well 5CLC005 5 n/a 98 gpm
Well #6 Pump Grundfos submersible well 75S20-3 2 n/a 71 gpm
Well #8 Pump* Grundfos submersible well 85GS75 7.5 n/a 74 gpm
Reservoir #1 n/a Cast-in-Place Concrete n/a n/a 42,412 n/a
Backup Generator #1 Guardian Propane, Manual Start 5243 n/a n/a 15 kW
Reservoir #2 n/a Cast-in-Place Concrete n/a n/a 65,390 n/a
Reservoir #3 n/a Cast-in-Place Concrete n/a n/a 205,850 n/a
Booster Station #3 Grundfos BoosterPAQ Duplex MPC-E 2 CRE 3 n/a 5 gpm each
Backup Generator #3 Guardian Propane, Manual Start 5243 n/a n/a 15 kW
Reservoir #4 Wilbert Precast Pre-cast Concrete n/a n/a 1,200 n/a
Booster Station #4 Grundfos BoosterPAQ Duplex MPC-E 2 CRE 3 n/a 5 gpm each
Backup Generator #4 Kohler Propane with ATS 14RESA n/a n/a 13 kW
Reservoir #5 n/a Cast-in-Place Concrete n/a n/a 16,900 n/a
Booster Station #5 Grundfos BoosterPAQ Triplex MPC-E 2 CRE 7.5 n/a
98 gpm
each
Backup Generator #5 Caterpiller Diesel with ATS D175-2 n/a n/a 175 kW
* Proposed to be installed

IPUC FIRST PRODUCTION REQUEST – EXHIBIT 4 – p.8
61730.0002.16777467.1
Exhibit A
Utility Application Package
See attached.

Utilities Application Package

Mountain Utility Company
Schweitzer Mountain, Idaho
165 Village Lane, Suite A
Sandpoint, ID 83860

July 2021

MOUNTAIN UTILITY COMPANY
WATER – WASTEWATER – ROADS
165 Village Lane, Suite A, Sandpoint, Idaho 83864
Phone: [phone] Fax: [phone]

Utilities Application Package
Mountain Utility Company
Schweitzer Mountain, Idaho
July 2021
P a g e | 2

Page 2 of 30

Welcome to Mountain Utility Company at Schweitzer,

Mountain Utility Company is a wholly owned subsidiary of Schweitzer Utility Co. LLC. It is a
completely separate business from the mountain operations.

This package is to provide developers, owners and builders with an explanation of the
requirements of our utility application process. Please review the following pages thoroughly and
direct any questions to Tom Trulock of Mountain Utility Company at either of the contact numbers
below.

To best meet the needs of existing and new customers, and to control fees and operating
expenses, Mountain Utility Company will be either performing or contracting the following
services.
• On-site evaluation inspections.
• Utility site plan review.
• Preconstruction Meeting
• Utility inspection services.
• Utility site plan As-Built revisions.
• Storm-water Management plan review.
• Storm-water management plan inspections.

The utility applicant is directed to Mountain Utility Company administration office located at the
Mill Building above the rental store, to obtain the utility application package. The applicant shall
then contact the Mountain Utility Company to schedule an on-site evaluation. The applicant must
also obtain a building location permit by contacting the Bonner County Planning Department (208)
265 1458. The sewer service connection from the buildings to each septic tank and water lines
from the building to the meter box are under the authority of the Idaho Plumbing Bureau and will
need to secure a permit from the Idaho State Plumbing Inspector.

Tom Trulock
Mountain Utility Company
Office: [phone]
Cell: [phone]

Utilities Application Package
Mountain Utility Company
Schweitzer Mountain, Idaho
July 2021
P a g e | 3

Page 3 of 30

PRIOR TO ANY CONSTRUCTION, the following policies and contracts are
requirements that must be agreed to, executed as necessary and be in
place. All construction shall strictly adhere to the attached guidelines.

The term “Developer” used throughout this document refers to Developer /
Owner and Builder.

Section 1 Requirements for Plans and Payments

Section 2 Description of Fees

Section 3 Utility System Permit Application & Installation
Guide

Section 4 Construction Requirements

Section 5 As-Built Plan Requirements

Section 6 Easement Agreement

Section 7 Utility System Extension Requirements for
Developers

Section 8 Utility Service Agreement

Section 9 Storm-water Management Plans
Snow Storage Plans

Utilities Application Package
Mountain Utility Company
Schweitzer Mountain, Idaho
July 2021
P a g e | 4

Page 4 of 30
SECTION 1
REQUIREMENTS FOR ON-SITE IMPROVEMENT PLANS AND
PAYMENTS

Bonner County requires an approved Building Location Permit prior to commencing the building
construction. To obtain an approved permit, the County requires Mountain Utility Company (MUC) to sign
off on the permit.

MUC WILL ONLY SIGN OFF ON A COUNTY BUILDING LOCATION PERMIT ONCE ALL OF THE
FOLLOWING REQUIREMENTS ARE MET:

• A) Provide two copies (2) of the utility site plan and an electronic file (readable by ACAD 2002)
showing the proposed septic tank size and location, proposed sewer line size and location,
proposed water line size and location (if MUC provides water service), and tap location(s). This
site plan shall be to scale (1” = 100’ maximum), have a north arrow, title block, legend, and
accurately depict the existing conditions of the site, as well as the proposed alignment and
location of future improvements and be prepared by an engineer or landscape architect licensed
in the state of Idaho. This site plan must be available prior to the initial on-site evaluation
inspection. Utility construction plans shall not be completed until after the initial on-site evaluation
inspection.

• B) Floor plans showing number of bedrooms and lofts must be submitted to MUC for approval.

• C) Storm-water and Snow Storage management plan must be submitted to MUC for review and
approval.

• The on-site sewer system application and permit and the on-site water system application in this
package are to be completed and signed by the developer, and given to the MUC representative
with 100% payment of applicable fees (see Section 2). Hook–up fees are based on sleeping
capacity, and correlate to a physical address. It is the policy of MUC that hook-up fees are not
transferable. If you currently “own” a hook-up for a physical address that is not in use, transfer of
this paid hook-up to another physical address is not permissible.

• Utility construction plans and specifications must be prepared by a professional engineer licensed
in the State of Idaho and submitted to the MUC or designated representative for review and
approval. All plans shall be construction quality, be prepared by a Professional Engineer, be to
scale (1” = 100’ maximum), have a north arrow, a title block, a legend, appropriate details
showing connections, valves, backflow preventors, septic tanks, thrust blocks and any other
necessary details, shall call out the make and style of conduit, connections, valves, backflow
preventors, shall clearly specify minimum depth of utilities from existing elevation, and minimum
cover, shall specify backfill material with maximum size aggregate, compaction requirements and
compaction efforts. As a minimum, all construction requirements shall conform with the latest
edition of the ISPWC. If Utility construction involves sewer or water main construction or
extension, plans and specifications must be submitted to the DEQ for review and
approval. Construction drawings, along with electronic drawing files (must be readable by ACAD
2002), must be submitted to MUC or designated representative for review and approval.

• Other permits required:
o Plumbing; State of Idaho Division of Building Safety - Plumbing Bureau
o Electrical; State of Idaho Division of Building Safety - Electrical Bureau

• Submit a professionally prepared and stamped or signed on-site stormwater management plan to
the Mountain Utility Company for review and approval. This stormwater management plan is
required by the MUC for all building projects.

Utilities Application Package
Mountain Utility Company
Schweitzer Mountain, Idaho
July 2021
P a g e | 5

Page 5 of 30
• Execute and submit the utility easement agreement if applicable.
• Execute and submit the utility Service Agreement.

Utilities Application Package
Mountain Utility Company
Schweitzer Mountain, Idaho
July 2021
P a g e | 6

Page 6 of 30
SECTION 2
DESCRIPTION OF FEES

GENERAL

All fees are due in full with the applications/agreement and prior to MUC Company sign-off of
the Building Location Permit. All fees will be paid to MUC (Mountain Utility Company).
Monthly fees to commence upon hook up to the system OR 1 year from date of signed
location permit which ever comes first.

HOOK-UP FEES (check to be made payable to MUC)

Hook-up fees allow connection to the existing system and pay for infrastructure installation.

WATER* SEWER*
One Bedroom $5177
Two Bedroom $6752
Three Bedroom $9902
Each Additional Bedroom $3602
Each Additional Loft $2027

*In the event that a service tap is not available, all costs associated with installing a tap is solely the responsibility of
the customer. Likewise, if owner chooses not to use existing water or sewer tap, all costs associated with installing a
tap is solely the responsibility of the customer.

INSPECTION FEE $1200 (check to be made payable to MUC)

The $1200 inspection fee is based upon providing an initial on-site evaluation inspection,
reviewing the utility site plan, a preconstruction meeting, two interim inspections if desired,
providing an inspection of the water and sewer upon completion, preparing as-built drawings,
reviewing submitted storm-water management plan, and providing a fifth and final inspection of
the completed stormwater management system. These services will be provided by the
Mountain Utility Company or designated representative.

Factors that will incur additional fees
• Additional inspections required resulting from unacceptable construction or backfill prior to
inspection will be charged an additional fee of $150 per inspection. No project will be
approved unless all portions of the system have been constructed according to approved
plans and specifications and are inspected and approved.
• All inspections must be booked ahead of time, 5 days in advance1 of the site evaluation, and
24 hours in advance of all other inspections. If adequate notice is not given, an additional
fee of $50 will be charged.

ON SITE SEWER SYSTEM PERMIT $165 (check to be made payable to MUC)
The Panhandle Health Department has given the MUC the authority to perform septic tank
inspections. The sewer system permit pays for MUC administrative and inspection costs
associated with the septic tank installation.

1 All efforts will be made to reduce the 5 day wait time for this inspection.

Utilities Application Package
Mountain Utility Company
Schweitzer Mountain, Idaho
July 2021
P a g e | 7

Page 7 of 30
SECTION 3
UTILITY SYSTEM PERMIT APPLICATION & INSTALLATION GUIDE

GENERAL NOTES

No verbal approvals will be given, and the application procedures below must be followed by all
developers.

Any person who constructs, alters, or extends an individual sewage disposal system must hold
a valid sewage permit from MUC. Any person who contracts to do such work must be licensed
by the Panhandle Health District.

APPLICATION PROCEDURE

1. Applicant shall submit application for site evaluation and permit. Pay fees (see Section 2 for
description of fees). New on-site evaluations may be required for repair/replacement of a system.

2. Applicant shall provide the Mountain Utility Company with general site plans, electronic drawings
showing building location, structures, contours, springs, drainages, water lines, property lines, surface
water, driveways, etc. The developer shall also provide Mountain Utility Company with a stamped
stormwater management plan.

3. Applicant shall arrange an initial on-site evaluation inspection (1st Inspection) with the Mountain
Utility Company; allow up to 5 working days for this initial on-site evaluation inspection to take
place. The engineer developing the plans and specifications should be on-site.

4. A utility site plan showing MUC utility locations shall be prepared by a Professional Engineer licensed
in the State of Idaho and submitted to the MUC for approval within 10 working days following the
initial on-site evaluation inspection and shall be delivered to the MUC office. Items of concern:
building location, structures, spring, drainages, water lines, property lines, surface water, driveways,
proposed sewer and water lines and proposed septic tank location and size etc…

5. During this time the on-site sewer system permit will also be reviewed by MUC for compliance with
State and local regulations. Once approved, the permit will be ready for pick-up by the applicant,
along with the approved on-site utility plan, at the MUC office.

6. Prior to start of construction, a preconstruction meeting shall be scheduled with the Mountain Utility
Company and the Schweitzer Fire Chief to review the approved plans and specifications with the
contractor that is to begin the work. During this meeting, we will also discuss construction phasing,
parking, equipment storage, the staging of materials, temporary and final stormwater management
and erosion control plans, fire access etc… Please allow up to 5 working days for this meeting to
take place. This is a very important meeting, and this meeting is vital to successful
construction. Failure to schedule this meeting prior to construction will result in the forfeiture
of deposit, and may affect the final approval of the job. Following this meeting, the Mountain
Utility Company will provide minutes of the meeting including who was in attendance, and what was
agreed upon. A map depicting the location of approved parking/staging areas, as well as restricted
parking/staging areas will be developed by MUC and shall be posted on-site in a location that is
generally visible. All employees, visitors and subcontractors that visit the site shall be made aware of
the approved parking/staging areas as well as the parking/staging restrictions.

7. After the permit has been issued, install system according to approved plans and specifications. Any
deviations from plans and specifications must be approved in writing by the engineer of record. A
complete set of approved plans and specifications shall be on site at all times during construction.
Anyone performing construction or excavation and any supervisor shall be familiar with the approved
plans and specifications as they relate to the work being accomplished. MUC or designated

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representative must inspect the system periodically during construction, and after components are
connected (3 Inspections are included in the permit price) and before covering. DO NOT COVER
ANY PORTION OF THE SYSTEM WITHOUT PRIOR WRITTEN APPROVAL FROM THIS OFFICE.
THIS INSPECTION MUST BE ARRANGED WITH MUC OR DESIGNATED REPRESENTATIVE AT
LEAST 24 HOURS PRIOR TO INSPECTION DATE OR A PENALTY WILL APPLY (See Section 2
for description of fees). Failure to have a portion of the construction inspected prior to backfill will
result in the project not being approved until the entire section is uncovered and inspected. No
project will be approved without inspections. It is the contractor’s responsibility to be aware of
weather reports and to schedule construction and excavation accordingly. The Mountain Utility
Company will make every effort to comply with emergency needs due to weather, but we will not
accept liability for any work that must be accomplished due to the advent of inclement weather. We
will not apply a late charge for the 1st emergency inspection due to weather, however, all other
emergency inspections will require a late fee.

8. After MUC or designated representative inspector has approved installation, cover with approved
back-fill only and to the compaction requirements specified in the approved plans and specifications,
but at a minimum to comply with the latest edition of the ISPWC.

9. If construction is not acceptable an additional inspection will be required. Three construction
inspections are included in the permit price. Additional inspections will be charged at $150 each.
During each construction inspection, temporary stormwater management and erosion controls will
also be inspected. If the stormwater management or erosion controls are unacceptable, an additional
inspection will be required.

10. Contractor shall construct final stormwater management system in accordance with the approved
stormwater management plan. Upon completion, a final inspection shall be scheduled with MUC or
designated representative at least 48 hours in advance.

11. The Mountain Utility Company or their designated representative will develop “as-built” record
drawings that will be stored in the Mountain Utility Company Office.

12. “Will Serve” If you seek a density change, lot line adjustment or developing a “PUD” etc. The county
will require a will serve letter from MUC to complete this process.

13. All fees must be paid in full for all lots included in a “development area”. We will not sign off on an
entire PUD. The total number of lots in a development area is to be set by MUC.

14. Monthly fees would start when the connection is made OR one year from the date the “Will Serve”
letter is signed, whichever comes first.

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Schweitzer Mountain, Idaho
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SECTION 4
CONSTRUCTION REQUIREMENTS

In this section:

1. General Notes

2. Requirements and Components for Water Line Installation

3. Requirements and Components for Sewer Line Installation

4. On-Site Sewer System Application and Permit

5. Diagram and Instructions for Water Meter

6. Diagram and Instructions for Gravity Sewer Connection

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1. GENERAL NOTES

• All water and/or sewer service installations must be inspected and approved by Mountain Utility
Company prior to backfilling.

• All water and/or sewer lines proposed for dedication to MUC shall be constructed by a licensed
public works contractor or MUC approved contractor. MUC, in conjunction with the
engineer/developer/contractor/owner, shall inspect all utility construction and certify the
installation on the as-built plans. All design and construction practices shall follow at a minimum
the most current “Idaho Standards for Public Works Construction” and MUC standards unless
otherwise approved by MUC prior to submittal to DEQ. The MUC will keep diaries of each
construction project. Negligent construction practices, or practices that do not conform
to this agreement or verbal instruction will be documented and will be used to qualify
contractors for future work.

• Septic Tanks and Lift Stations – All septic tanks/lift station systems shall be designed by a Civil
Engineer, P.E. licensed to practice in the State of Idaho. The engineer is to prepare a P.E.
sealed utility plan showing the lot / building site, footprint of building, septic tank (location, size
and type of tank), and when necessary to pump up to a sewer main, sanitary lift station (location,
pump size, vault size, and type). Effluent lines are to be sized by the engineer and specified on
the utility plan. As a minimum standard, four (4) inch ASTM D 3034 PVC is to be used for all
gravity effluent lines. Gravity pipe joints shall be elastomeric gasket joints with ASTM F 477
elastomeric gaskets. Minimum depth for effluent line is 4 feet of coverage within roadway
surfaces and 3 feet within ditch areas. Sand bedding is required for the entire length of pipe to a
minimum depth of 6 inches above the pipe which is the “pipe zone”. Soil containing rocks larger
than 1 3/4” are not acceptable as backfill within the pipe zone. Clean soil shall be used as backfill
for all effluent lines.

• Water Meters – Are required with all installations to MUC systems.
It is mandatory that all water meters be fitted with a remote reader. The remote reader is to
be installed adjacent the front door of the building giving MUC clear and constant access
to the remote. The remote reader is required and instrumental to locating system leaks
during snow season.
The following are approved water meters:

o BadgerMeter with Read-O-Matic, remote meter reading system.
▪ Badger M70 – 1” line
▪ Badger M120 – 1 ½” line
▪ Badger M170 – 2” line

o Hersey Water Meter with remote reading system.
▪ 452-IIS Hersey water meter w/ REC-1 remote – 1” line
▪ 562 IIS Hersey water meter w/REC-1 remote – 1 ½” line

All of the above meters with remotes are available in Sandpoint at Consolidated Supply or Familian
Northwest.

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Schweitzer Mountain, Idaho
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2. REQUIREMENTS AND COMPONENTS FOR WATER SERVICE LINE
INSTALLATION

1. All components and materials coming in contact with drinking water must meet ANSI/NSF 61
requirements.

2. A service connection valve has been installed near property line by MUC. Notify MUC prior to the
start of construction or digging. A State of Idaho plumbing permit is required prior to the start of work.

3. For single family dwellings, one (1) inch (AWWA and NSF Approved) Poly pipe, minimum 200 PSI,
shall be installed as service line to home. This pipe shall be one piece, not spliced. Other sizes are
required for multi-family dwellings.

4. Minimum depth for line is 5 feet. Sand bedding is required for entire length of pipe.

5. Connections for each end of line: “Brass 1 inch, Pexmip Cplg Adp Pep Compression”. Available at
Consolidated Supply.

6. Poly pipe to run under foundation or through a sleeved opening in the foundation wall. One (1) inch
threaded ball valve to be used as shut off, between supply line and homes internal plumbing.

7. Call MUC to witness pressure check of line. Ensure that service valve at property line is shut. The
line is to be pressured to 125 PSI or 125% of actual water pressure, which ever is greater, for 15
minutes. Line is to remain without leaks or pressure loss for the 15-minute interval.

8. Water line shall not be covered until all testing and inspection is completed and approved.

9. A pressure reducer is required for all service taps. Pressure reducers are to prevent pressures above
60 PSI. Within our water system, water pressures can easily exceed 60 PSI. Owner is to perform an
actual pressure check of the home system. Actual water pressure should never exceed 60 PSI. A
properly installed and maintained pressure reducer will protect your investment and ensure that your
water pressure does not exceed 60 PSI.

10. Approved water meter shall be installed within the supply line prior to the homes internal plumbing.
This meter shall have a remote readout mounted near the front door, allowing MUC clear and
constant access at all times. The remote readout can help determine if a home has an internal
broken water line.

A backflow preventor shall be installed when required by applicable code (e.g. hydronic snow melt
systems). Only certified testers shall conduct testing. An annual test shall be performed on all backflow
preventors and the results sent to MUC. MUC provides certification services for a $50.00 fee for each
certification. If annual certification is not provided to MUC, MUC reserves the right to perform the
certification and bill the customer. MUC is authorized to discontinue water service within 30 days of due
date if certification is not provided.

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Schweitzer Mountain, Idaho
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3. REQUIREMENTS AND COMPONENTS FOR SEWER SERVICE LINE INSTALLATION

• Gravity Sewer lines from septic tank to MUC sewer main, ASTM D 3034 PVC with ASTM F 477
elastomeric gaskets will be used.

• Precast or PVC inlet and outlet sanitary tees will be required on all septic tanks and must extend into
liquid layer.

• Only precast concrete septic tanks approved by the PHP will be approved.

MINIMUM SEPTIC TANK REQUIREMENTS:

1. Minimum Size (One to Four Bedroom Home) is 1000 gallons.
2. Each additional bedroom requires 250 gallons additional volume.

MINIMUM HORIZONTAL SETBACKS (FEET)

Component
of System

Well or Suction
Line

Water Line,
Pressurized

Body of Water*
or Stream

Dwelling
Foundation

Property
Line

Building
Sewer

Public 100
Private 50

10

--

--

--
Septic Tank Public 100
Private 50
Public 25
Private 10
50 5 5

Drainfield or
Abs. Bed

100

25

100-300

Basement - 20
Slab or Crawl
Space - 10

5

*Distance measured to high water mark. Exact distance depends on soil type.

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Schweitzer Mountain, Idaho
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ON-SITE SEWER SYSTEM APPLICATION & PERMIT

ANY CHANGES TO THE SITE OR
CONDITIONS OF THE APPLICATION AFTER
ISSUANCE OF THE PERMIT MAY RENDER
THE PERMIT INVALID

Owner's Name Date
Mailing Address Phone #
City State Zip
Subdivision Lot ______ Block _______
Physical Address

Applicant Name
Mailing Address Phone #
City State Zip
Applicant is: □ Landowner □ Contractor □ Installer □ Other:

Type of Septic Installation: □ New □ Replacement
Proposed Use: □ Individual □ Community (3 to 9 dwellings)
Is there an existing dwelling on this parcel? □ Yes □ No Description
Type of Dwelling: □ Single Family Residence □ Commercial
□ Multiple Family Res. □ Other
(For Single & Multiple Family Residences Only)
# of Bedrooms ____________# of Baths Sq. Ft.
# of Living Units ____________________Garbage Disposal: □ Yes □ No
(For Community, Commercial, & Engineered Systems Only)
Average Daily Flow ________________ Peak Daily Flow

A site evaluation is not an approval or a permit to
install a septic system. Permit approval depends on the
following: Site evaluation approval, the predicted
maximum daily sewage flow; house size and location;
spring location (when applicable); surface water
locations; changes to native soil (road cuts, grading,
benching); distance to neighboring structures
(buildings, creeks, etc.); proposed land use; soil quality;
other issues of concern. Permits to construct a septic
system are not granted until all such issues are
addressed and / or submitted in writing as part of the
plot plan / permit application AND found to be
consistent with current regulations.

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Schweitzer Mountain, Idaho
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PERMIT APPROVED BY
Mountain Utility Company Official Dated:

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Schweitzer Mountain, Idaho
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Schweitzer Mountain, Idaho
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SECTION 5
AS-BUILT UTILITY PLANS

MUC is required by DEQ to maintain comprehensive documentation of all utilities within the MUC area of
operation. Utility plans depicting the “as-built” (i.e. actual) locations of all utilities:

1. Locations of water and sewer taps to mains
2. Water shut-off valve location
3. Water line type, size, and location
4. Water meter location
5. Remote readout location
6. Effluent line type, size, and location
7. Septic tank size and location
8. Lift-station size and location (if applicable)

The “as-built” will be prepared by the Mountain Utility Company or their designee following the approval of
the construction of the sewer and water, within 2 weeks.

Neither water nor sewer systems are to be used, until “as-built” utility plans have been certified by MUC.

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Schweitzer Mountain, Idaho
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SECTION 6
UTILITY EASEMENT AGREEMENT

FOR VALUE RECEIVED, . an individual, husband and wife or
Corporation, the Grantor, does here by GRANT, BARGAIN, SELL and CONVEY unto the Grantee,
MOUNTAIN UTILITY COMPANY, an Idaho corporation, whose address is 165 Village Lane Suite A,
Sandpoint Idaho 83864, and to its successors and assigns, the right, privilege, and authority to enter upon
the lands of the grantor, situated in the County of Bonner, State of Idaho, and more particularly described
as follows:

Enter legal description here…

And, subject to the provisions of the paragraph immediately below, to place, construct, operate, repair,
maintain, relocate, and replace thereon and in or upon said lands, water, sewer and /or cable distribution
lines or systems as shown on attached As-Built Utility Drawing.

Grantee agrees to make all reasonable efforts to counsel with and seek the advice of Grantor before
undertaking any action(s) set forth in the previous paragraph. Grantee also agrees to take all reasonable
measures to minimize any damage to lands and improvements of the Grantor and to repair all damage at
Grantee expense.

The undersigned agree that all water, sewer and cable equipment or lines installed in, upon, or under the
above described lands at Grantor’s or Mountain Utility Company expense, shall become and remain the
property of Mountain Utility Company.

The Grantor covenants and warrants, that it is the owner of the above described lands and that said lands
are free and clear of encumbrances and liens of whatsoever character, except those held by the following
persons, which liens or encumbrances shall be subject and subordinate to the easement created hereby:

The covenants herein contained shall run with the land and are binding on all subsequent owners thereof.

IN WITNESS WHEREOF, The Grantor has set its hand and seal this day of , 20

Owner Signature

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Schweitzer Mountain, Idaho
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Individual;

STATE OF ___________)
: ss.
County of ____________)

On this _____ day of ___________________, 20__, before me _______________________, the
undersigned Notary Public, personally appeared ____________________________, known or identified to me to be
the person whose name is subscribed to the within instrument, and acknowledged to me that he/she executed the
same.

(SEAL)
______________________________
Notary Public for _______________
Residing at ____________________
Commission Expires: ____________

Husband and wife:

STATE OF ___________)
: ss.
County of ____________)

On this ______ day of _________________, 20__, before me ________________________, the
undersigned Notary Public, personally appeared _________________ and ____________________, husband and
wife, known or identified to me to be the persons whose names are subscribed to the within instrument, and
acknowledged to me that they executed the same.

(SEAL)
______________________________
Notary Public for _______________
Residing at ____________________
Commission Expires: ____________

Corporate:

STATE OF ___________)
: ss.
County of ____________)

On this ____ day of ________________, 2021, before me __________________________, the
undersigned Notary Public, personally appeared _______________________, known or identified to me to be the
______________________ of the corporation that executed the instrument or the person who executed the
instrument on behalf of said corporation, and acknowledged to me that such corporation executed the same.

(SEAL) ______________________________
Notary Public for _______________
Residing at ____________________
Commission Expires: ___________

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Schweitzer Mountain, Idaho
July 2021
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SECTION 7
WATER & SEWER UTILITY SYSTEM EXTENSION (OFFSITE)
REQUIREMENTS FOR DEVELOPERS

A. Water Distribution/ Sewer Collection Line Extensions

The developer is responsible for the cost of design and installation of the following:
• Extension of mainlines and associated appurtenances to serve the development.
• All service line taps and service line extensions to the property line.

All plans must

1. Be prepared by a Professional Engineer, licensed in the State of Idaho

2. Be submitted to the Idaho Department of Environmental Quality (DEQ) and Mountain
Utility Company (MUC) for review and approval per Idaho Code 39-118 “Review of
Plans”. Construction shall not commence until approval is received by DEQ and MUC.
The ownership and maintenance responsibility of all appropriate easements for utilities
shall be transferred from the Owner / Developer to MUC.

All construction must

1. Be inspected and approved by the Engineer of Record and MUC.

As-built plans must

1. Be submitted to DEQ and MUC by the Engineer of Record
2. Be approved by DEQ before MUC will sign an easement agreement accepting the
service line extensions into the system.

Transference of Utilities
Ownership of all appropriate utilities shall be transferred from the owner/ developer to MUC

Easement for Utilities
Appropriate easements shall be granted to MUC to allow continued operation and maintenance
of utilities.

B. Expansion of Capacity

The developer will be responsible for all costs associated with any needed capacity expansion
for water supply, sewer service, or cable T.V. reception. All or a portion of expansion cost
maybe credited to the costs of hook-ups charged to the individual units at time of hook-up.
MUC reserves the right to retain at least 75 equivalent hook-ups available at all times.

Bonds or other means of securities can be provided to insure the completion of added
capacities. These need to be approved in advance by MUC before submittals to DEQ.

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Schweitzer Mountain, Idaho
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SECTION 8
UTILITY SERVICE AGREEMENT

THIS AGREEMENT is made and entered into this _____ day of ____________, 20___, by and between
Mountain Utility Company., Inc., LLC whose address is 165 Village Lane, Suite A, Sandpoint, ID 83864
(“Company”), and ____________________________________________________, whose address is
__________________________________________________________ (“Customer”).

IN CONSIDERATION for the mutual covenants, conditions and agreements contained herein, the parties
agree as follows:

AGREEMENT FOR SERVICE. Company shall sell and deliver to Customer, and Customer shall purchase
from Company, during the term of this Agreement, all the water service, sanitary sewer service (herein referred to in
the singular and collectively as the “Utility Service”), as the case may be, that shall be required on Customer’s
premises located at Lot _____, Block _____, __________________________Subdivision, Schweitzer Mountain
Resort, Bonner County Idaho, or more commonly described as ______________________________________,
Sandpoint, Idaho, in accordance with the rules and regulations relating to the furnishing of such Utility Service, as
duly and regularly established from time to time.

TYPE OF SERVICE. Company offers water, sanitary sewer and snow removal to each of its customers.
Customer hereby elects to receive, and Company hereby agrees to deliver, the following types of service under this
Agreement:

 Water Service
 Sanitary Sewer Service

UTILITY SERVICE RATES. Commencing with the first day of service, Customer shall pay
Company for each type of Utility Service selected, in accordance with the rate schedule for each type of
service as of the time the service is provided. All service fees are due and payable on a monthly basis.

A copy of the current rate schedule for each Utility Service is attached hereto as SECTION “2”.
All rates are subject to change without notice. Services supplied after the implementation of any change in
rates shall be billed and paid for in accordance with the most recently adopted rates.

WATER SERVICE. Customer shall furnish, install and maintain in good, safe and operable
condition, a water meter meeting the specifications of Company set forth on Exhibit “C” – Utilities
Application Package, at the point of delivery on Customer’s premises, and at Customer’s sole cost and
expense. The water meter shall be installed by a person certified as a plumbing contractor by the Idaho
Plumbing Board, on or before the date Customer’s service line is connected to Company’s water main.
The installation of the water meter and connection of the service line to the water main must be inspected
and approved by Company prior to backfill. As-built plans must be submitted to Company at least five
(5) business days prior to commencement of service.

SEWER SERVICE. Customer acknowledges and understands that the availability of sewer
service may be affected and regulated by actions or decisions of Bonner County, the Panhandle Health
District, the state Department of Environmental Quality, or other federal, state or local agencies having
regulatory authority over the Company’s sewer system and operations. Although company agrees to use
its best efforts to facilitate the availability of sewer service capacity at the time of Customer’s request for
service, Company cannot guarantee such capacity. In the event Company is unable to provide sewer

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service to Customer upon Customer’s request, Company’s sole liability shall be to return to the Customer
the amount of any prepaid sewer connection fee.

Customer’s sanitary sewer service connection consists of the following:
 A gravity effluent line with septic tank; or
 A Pumped (pressurized) effluent line with septic tank.

Customer may connect to Company’s sewer main at that point selected by Company as being most
reasonably practicable and accessible. Customer shall provide, at its sole cost and expense, all necessary or required
engineering plans and specifications for the construction and connection of Customer’s septic tank and service line
to Company’s sewer main. The connection must be installed by a licensed installer and inspected and approved by
Company prior to backfill. As-built plans must be submitted to Company at least five (5) business days prior to
commencement of service. All costs of design, connection, construction, permits and inspections shall be borne in
full by Customer.

Customer further acknowledges that Company’s capacity for effluent disposal is affected by the total
amount of effluent produced by each customer service location, and that Company estimates the amount of effluent
flow by measuring the flow of water at each Customer’s water service connection. As such, Customer agrees to
install and maintain a water meter in accordance with the terms of the section on Water Service, above, except that
the time of meter installation shall be prior to the commencement of sanitary sewer service.

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SERVICE CONNECTION (Hook-Up) FEES AND SCHEDULING. Service connection (Hook-Up) fees
are due and payable at least five (5) days prior to the time of connection. Service connections to Company’s water
mains and sewer mains shall be scheduled between May 15 and October 15, unless otherwise agreed to in writing
Company.

Service connection (Hook-Up) fees for Utility Service(s) are as follows:

1) Water Service for bedrooms $
Water Service for additional bedrooms / loft $
(2) Sanitary Sewer Service for bedrooms $
Sanitary Sewer Service for additional bedrooms / loft $
(3) Sewer Permit Fee $

(4) Inspection Fee $

TOTAL DUE with execution of this agreement $

PAYMENT FOR SERVICE. Bills for Utility Service supplied under this Agreement shall be due and
payable upon receipt by Customer. Bills shall be considered delinquent if payment is not received within ten (10)
days of the date of mailing.

PLACE OF DELIVERY. All Utility Service provided under this Agreement shall be delivered to
Customer at Customer’s premises described above, and, in the case of water or sanitary sewer service, metered at a
point of delivery selected and approved by Company.

Customer warrants that Customer owns the premises described above, or has obtained the valid consent of
the owner of such premises for the installation, maintenance, inspection, repair or removal of the Company’s
equipment. Customer shall indemnify the Company for any loss or liability caused by Customer’s breach of this
warranty.

TERM OF SERVICE. Utility Service provided under this Agreement shall begin on the _____ day of
_________, 20 , and continue until terminated by either party to this Agreement. Such termination may be
effectuated by giving the other party thirty (30) days prior written notice of such intent to terminate.

INTERRUPTIONS OR DELAYS IN SERVICE. Company shall use all reasonable diligence in providing
a constant and uninterrupted supply of Utility Service to Customer. However, Company reserves the right to
temporarily interrupt or reduce the delivery of Utility Service under this Agreement when Company determines that
such interruption or reduction is necessary or desirable in case of system emergencies or in order to make
inspections, perform maintenance work, or make repairs, replacements or changes in its equipment on or off the
premises of Customer.

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Except in cases of emergency, Company shall give reasonable notice to Customer of any such
interruption or reduction, stating the reason for, and probable duration of, such interruption or reduction,
to the extent of Company’s knowledge. Company shall incur no liability for the unavailability of Utility
Service, or an interruption thereof, due to, but not limited to, acts of God, nature, strikes, slowdowns,
labor disputes, power failure, government action, or other circumstances beyond Company’s reasonable
control. In the case of cable television service, Customer acknowledges that in providing such service at
and the continued use of polis is not in any way guaranteed. Company makes use of poles owned by
various other utility companies, and in the event the continued use of such poles is denied the Company
for any reason, Customer agrees to hold Company harmless for any resulting interruption or
discontinuation in cable television service.

ACCESS TO PREMISES. Company shall, at all reasonable hours, have free access to
Customer’s premises for any purpose connected with the delivery of Utility Services pursuant to this
Agreement, or in the exercise of any rights secured hereto, or in the performance of any obligations
imposed on Company by this Agreement.

Company may discontinue its service to Customer and/or remove its equipment from Customer’s
premises on reasonable notice if meter readers or other authorized representatives of Company cannot
gain admittance or are refused admittance to Customer’s premises for the purpose of reading meters,
making repairs, making inspections, or removing Company property; or if Customer, or anyone acting on
Customer’s behalf, interferes with Company representatives in the performance of their duties.

RESPONSIBILITIES OF PARTIES. Company shall provide the types of Utility Service elected
hereunder and shall provide all maintenance and repairs to its water main, sewer main, towers, amplifiers
or other equipment. Said equipment shall remain the property of Company at all times and Company
reserves the right to remove all such equipment upon the termination of service or expiration of this
Agreement. Any and all maintenance or repairs to Customers service lines, connections, meters, septic
tanks, pumps, electrical components and the like shall be the sole responsibility of Customer. Customer,
at its sole expense, shall also have the responsibility to have its septic tank pumped when necessary

REMEDIES FOR DEFAULT. If Customer fails to comply with or violates any of the provisions
of this Agreement and such failure or violation is not remedied by Customer within thirty (30) days after
written notice of such failure or violation is given by Company, or if Customer fails to pay for service
provided by Company within sixty (60) days of the date such payment is due, company shall have the
right at its option, on thirty (30) days written notice to Customer, to terminate this Agreement or to
discontinue the delivery of Utility Service until such default shall have been completely remedied. In the
event of such default, Company shall have the right to remove any meter, apparatus or other property of
Company on Customer’s premises. Any costs or fees incurred by Company as a result of Customer’s
breach hereunder shall be borne by Customer and payable to Company. Furthermore, it is mutually
agreed that if suit or action is instituted in connection with any controversy arising out of this Agreement
or in the enforcement or any right hereunder, the prevailing party shall be entitled to recover, in addition
to its costs, such sums as the court may adjudge reasonable as attorney fees, including fees on appeal.

LIEN ON PROPERTY. In the event that Customer shall fail to pay in a timely manner any
connection fees, rate charges or other fees, costs or charges which are the responsibility of Customer
under this Agreement, Company shall have, and Customer hereby grants to Company, an express lien on
Customer’s real property and improvements situated at Customer’s premises described. Customer hereby
waives any notice or requirement of lien filing and agrees that as between Customer and Company, the
decision of Company not to file lien documents shall not affect Customer’s liability for payment of
amounts due hereunder.

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MODIFICATION. Any modification, alteration or amendment of this Agreement or additional
obligation assumed by either party in connection with this Agreement shall be binding only if evidenced
in writing and signed by each of the parties hereto or by an authorized representative thereof.

ASSIGNMENT OR TRANSFER OF RIGHTS. The rights of each party under this Agreement
are personal to that party and may not be assigned or transferred to any other person, firm, corporation or
other entity without the prior, express and written consent of the other party hereto. Furthermore, any and
all Utility Services provided to Customer pursuant to this Agreement are restricted to use by Customer
solely at the premises described above.

GOVERNING LAW. This Agreement shall be governed by, construed, and enforced in
accordance with the laws of the State of Idaho.

ENTIRE AGREEMENT. This Agreement contains the entire agreement and understanding of
the parties hereto with respect to the subject matter hereof and supercedes all prior and contemporaneous
agreements between them with respect to the subject matter hereof. Except as expressly set forth herein,
there are no representations, agreements, or understandings, oral or written, between the parties hereto
relating to the subject matter of this Agreement.

WAIVER OR BREACH. The waiver by Company a breach of any provision of this Agreement
by Customer shall not operate or be construed as a waiver of any subsequent breach by Customer.
Furthermore, no failure on the part of any party hereto to exercise, and no delay in exercising any right,
power or remedy shall operate or be construed as a waiver thereof.

WRITTEN NOTICE. Any notice given under or pursuant to this Agreement shall be sufficient if
in writing and sent by either registered or certified mail, return receipt requested, postage prepaid, to the
Company at its then principal place of business, and to Customer at the mailing address set forth below.

SEVERABILITY. If any term or provision of this Agreement or the application thereof to any
person, entity or circumstances shall to any extent be deemed or held invalid or unenforceable, the
remainder of this Agreement and the application of such term or provision to persons or circumstances
other than those to which it is held invalid or unenforceable shall not be effected thereby, and each term
and provision of this Agreement shall be valid and enforceable to the fullest extent permitted by law.

PARAGRAPH HEADINGS. The headings contained in this Agreement are for reference
purposes only and shall not affect the meaning or interpretation of any provision contained herein.

Mountain Utility Company, LLC CUSTOMER:

_____________________________ ________________________________
By: By:

Utilities Application Package
Mountain Utility Company
Schweitzer Mountain, Idaho
July 2021
P a g e | 26

Page 26 of 30

SECTION 9
STORM WATER MANAGEMENT PLANS

The Mountain Utility Company requires that each construction project that requires a building location
permit, or involves significant land disturbance activities, has a stormwater management and erosion
control plan to be prepared in accordance with the requirements of Bonner County. The Mountain Utility
Company will inspect the temporary and permanent erosion control measures during each utility
inspection to ensure compliance with and adequacy of, submitted plans and specifications. Inadequate
stormwater and erosion control measures will result in additional inspections. Digital photos will be taken
and diary entries will be made in the event of inadequate stormwater and erosion control measures.

An additional resource for stormwater Best Management Practices can be found at the Idaho Department
of Environmental Quality, or on the web at: www.deq.state.id.us/water/stormwater_catalog/index.asp

The following is an excerpt from the Bonner County web site. The Bonner County Ordinances are
subject to change, and it is the responsibility of the Developer to ensure the use of up to date
information that can be obtained from the Bonner County Planning Department at 127 South 1st.
Avenue in Sandpoint, Idaho (265-1458).
12-2430, General requirements for stormwater management control. Unless
otherwise lawfully excused from compliance with the standards set forth in this Chapter, all
development to which this Chapter is applicable shall comply with the following requirements
and methods for stormwater management control: (Ord. 227, 5-28-1993)
(a) Stormwater, in accordance with the performance standards set forth herein, shall be directed
by nonerosive means to a stormwater management system identified in the "Handbook of Best
Management Practices for Stormwater Management and Erosion and Sedimentation Control",
and the "Stormwater Management Plan Criteria and Engineering Standards" prepared for the
Panhandle Health District and the Interagency Stormwater Committee by Kennedy Engineers,
Spokane, WA, April 1992, or by implementation of measures shown by a design professional to
have an effective design capability which equals or exceeds the standards of this Chapter. (Ord.
343, 12-17-1997)
(b) All development subject to this Chapter shall be carried out such that the runoff of
stormwaters shall not be accelerated or concentrated beyond predevelopment levels beyond the
exterior property lines or project boundaries. Exceptions for joint management of stormwater
with adjoining property owners will be allowed by the Director if an acceptable joint agreement
is presented as a part of the stormwater management plan. (Ord. 227, 5-28-1993)
(c) Stormwater runoff shall be managed through compliance with the design standards and best
management practices or by implementation of measures shown by a design professional to have
an effective design capability which equals or exceeds the standards of this Chapter. (Ord. 227,
5-28-1993)
(d) Each applicant who proposes and implements a grass-covered retention area for the
collection or treatment of stormwater in accordance with this Chapter shall also establish the
necessary maintenance system, including an acceptable plan for sustained functioning of the
collection and treatment system. (Ord. 227, 5-28-1993)

Utilities Application Package
Mountain Utility Company
Schweitzer Mountain, Idaho
July 2021
P a g e | 27

Page 27 of 30

12-2431, Contents of stormwater management plan. A stormwater management plan shall
bear the stamp or signature of a design professional and shall include: (Ord. 343, 12-17-1997)
(a) A project summary or site plan showing the entire area covered by the application, any
construction sites, existing drainage patterns, constraining environmental conditions and areas
proposed or likely to be covered by impervious surfaces at completion of the project. (Ord. 227,
5-28-1993)
(b) Construction quality drawings of all physical features of a proposed stormwater management
system, to include a grading plan and the dimensions clearly shown for all conveyances,
retention basins and swales designed for collection, treatment and infiltration of stormwater
runoff. (Ord. 343, 12-17-1997)
(c) Calculations which include at a minimum: the extent of impervious surfaces, the capacity of
conveyances and retention basins; and the design storm yield expected at the site. (Ord. 227, 5-
28-1993)
(d) A proposed construction schedule for the stormwater management system. (Ord. 227, 5-28-
1993)
(e) A proposed system of maintenance of the various elements of the stormwater management
system, designating specifically any portions which are to be conveyed to a group, association or
political subdivision for maintenance. (Ord. 227, 5-28-1993)
(f) An erosion control plan. (Ord. 227, 5-28-1993)
(g) For any injection wells subject to the provisions of title 42, chapter 39, Idaho Code, that a
permit for such wells has been obtained from the Idaho Department of Water Resources. (Ord.
343, 12-17-1997)
(h) For any stream channel alterations subject to the provision of title 42, chapter 38, Idaho
Code, that a permit for such alterations has been obtained from the Idaho Department of Water
Resources. (Ord. 343, 12-17-1997)
(i) The operation and maintenance plan. (Ord. 343, 12-17-1997)

12-2432, Contents of final stormwater management plans. (Rep. by Ord. 343, 12-17-1997)

Utilities Application Package
Mountain Utility Company
Schweitzer Mountain, Idaho
July 2021
P a g e | 28

Page 28 of 30
12-2433, Contents of erosion control plans.
(a) Drawings of an appropriate scale, not to exceed one hundred feet to the inch (1" = 100')
showing the area(s) of land disturbing activities, surface water bodies and watercourses, utilities,
easements, areas subject to clearing, grading and for stockpiling of topsoil. (Ord. 227, 5-28-
1993)
(b) Location of temporary erosion and sedimentation control measures. (Ord. 227, 5-28-1993)
(c) Location of permanent erosion and sedimentation control measures. (Ord. 227, 5-28-1993)
(d) A proposed construction and revegetation schedule. (Ord. 227, 5-28-1993)
(e) Maintenance and repair responsibility. (Ord. 227, 5-28-1993)
(f) Calculations which include at a minimum the extent of impervious surfaces and the capacity
of retention basins or other erosion and sedimentation control measures. (Ord. 343, 12-17-1997)

12-2434, Contents of operation and maintenance plans.
(a) An inspection schedule for the stormwater management system to assure its continued
operation as designed. (Ord. 227, 5-28-1993)
(b) The person, organization, political subdivision or corporation responsible for the continued
operation and maintenance of the stormwater management system. (Ord. 227, 5-28-1993)
(c) The contact person. (Ord. 227, 5-28-1993)
(d) Financial arrangements for the support of continued maintenance of the stormwater
management system. (Ord. 227, 5-28-1993)

12-2435, Minor modifications of stormwater management plans and erosion control plans
during construction. During any aspect of site preparation, development or construction, if field
conditions prove to be substantially different from conditions assumed by the design professional
in the creation of a stormwater management plan or erosion control plan, such that stormwater or
erosion controls may not function as planned, the design professional or owner may apply to the
Director for permission to make a minor modification in the plan. If the Director finds that the
modification is necessary and in substantial accord with the approved plan, the Director shall
notify the design professional or owner in writing, and construction can proceed. Any such minor
modifications approved by the Director shall be shown on the final drawings of the stormwater
management plan on file with the Director. (Ord. 227, 5-28-1993)

Utilities Application Package
Mountain Utility Company
Schweitzer Mountain, Idaho
July 2021
P a g e | 29

Page 29 of 30

12-2440, Performance standards. The following performance standards shall be applicable to
all design, construction, implementation and maintenance of stormwater management systems as
required by this Chapter: (Ord. 227, 5-28-1993)
(a) Treatment system: All stormwater from impervious areas shall be directed to a stormwater
management system identified in the "Handbook of Best Management Practices for Stormwater
Management and Erosion and Sedimentation Control", and the "Stormwater Management Plan
Criteria and Engineering Standards" prepared for the Panhandle Health District and the
Interagency Stormwater Committee by Kennedy Engineers, Spokane, WA, April 1992, or by
implementation of measures shown by a design professional to have an effective design
capability which equals or exceeds the standards of this Chapter. Stormwater treatment systems
shall be sized to hold and treat the first one-half inch (1/2") of stormwater from impervious
surfaces. (Ord. 343, 12-17-1997)
(b) Collection and conveyance system: No stormwater shall be collected or concentrated except
within a channel or artificial watercourse protected against erosion and containing energy
dissipation measures to prevent erosion on adjoining lands. Existing watercourses and streams
shall be protected from disturbance and erosion during site development. Any site development
shall preserve installed components of a Stormwater Management System if they exist. All
disturbed soils shall be protected from erosion during the course of construction. (Ord. 227, 5-
28-1993)
(c) Disposal system: The disposal component of a stormwater management system shall have the
capacity to collect, convey and provide detention for a twenty five (25) year design storm(13),
without damage to the stormwater management system or adjacent land and improvements. (Ord.
227, 5-28-1993)
(d) For new subdivisions, planned unit developments, commercial and industrial development
and public projects as set forth at Section 12-2403 of this Chapter, there shall be no increase in
the peak rate of runoff from the site when compared with the dissipation of stormwater from the
site prior to the start of any construction, for the first one-half inch (1/2) of runoff. Within project
boundaries, sufficient retention capacity shall be constructed to retain stormwater flow from the
first one-half inch (1/2"). (Ord. 227, 5-28-1993)

Utilities Application Package
Mountain Utility Company
Schweitzer Mountain, Idaho
July 2021
P a g e | 30

Page 30 of 30
12-2445, Guarantee of installation for subdivisions, building permits.
(a) For new subdivisions: No final plat shall be signed until the stormwater management
facilities are in place and functioning as designed or until a guarantee of financial surety is
provided to and accepted by the County. (Ord. 227, 5-28-1993)
(b) For building permits subject to the provisions of subsection 12-2422(a) of this Chapter: No
certificate of occupancy will be issued until the stormwater management system has been
installed and is functioning as designed. If the Director finds that, due to weather conditions or
other exigent circumstances, the stormwater management system installation can be delayed
without defeating the purposes of this Chapter, a certificate of occupancy will be issued upon
receipt of an acceptable guarantee of financial surety to complete installation by a date certain.
(Ord. 227, 5-28-1993)
(c) For building permits subject to the provisions of subsection 12-2422(b) of this Chapter: No
certificate of occupancy will be issued until the erosion control plan has been fully implemented.
If the Planning Director finds that, due to weather conditions or other exigent circumstances, the
erosion control plan cannot be fully implemented until a future time, a certificate of occupancy
will be issued upon a receipt of an acceptable guarantee to complete the erosion control plan
implementation by a date certain. (Ord. 227, 5-28-1993)

Snow Storage:

In order for the current snow removal company to be able to adequately provide snow removal
services and to ensure the snow generated by this project does not have to be moved off – site,
snow storage areas must be designated. As Schweitzer Mountain receives an average of 25 feet
of snow per year (i.e. 25 cubic feet per square foot), we have found that 5 cubic feet of snow
storage for each square foot of impervious/gravel surface is a minimum volume needed. This
allows for compaction and melting. The snow removal areas need to be placed such that they are
accessible by plowing equipment. An alternative to providing snow storage is hydronic heating
of the impervious surfaces or providing adequate off-site snow storage. Please ensure that a
snow removal plan is approved by the Mountain Utility Company prior to approving this
application.

RESPONSE TO FIRST PRODUCTION REQUEST – EXHIBIT 5
61730.0002.16357580.5
EXHIBIT 5

MAJOR EQUIPMENT INFORMATION

See attached.

Schweitzer Mountain Resort (SMR) Water System - Summary of Water System Components
11/2/2023
Description Manufacturer Type Model Size Volume Capacity
(HP)(gal.)
Well #4 Pump Goulds submersible well 6CLC-5 15 n/a 93 gpm
Well #5 Pump Goulds submersible well 5CLC005 5 n/a 98 gpm
Well #6 Pump Grundfos submersible well 75S20-3 2 n/a 71 gpm
Well #8 Pump*Grundfos submersible well 85GS75 7.5 n/a 74 gpm
Reservoir #1 n/a Cast-in-Place Concrete n/a n/a 42,412 n/a
Backup Generator #1 Guardian Propane, Manual Start 5243 n/a n/a 15 kW
Reservoir #2 n/a Cast-in-Place Concrete n/a n/a 65,390 n/a
Reservoir #3 n/a Cast-in-Place Concrete n/a n/a 205,850 n/a
Booster Station #3 Grundfos BoosterPAQ Duplex MPC-E 2 CRE 3 n/a 5 gpm each
Backup Generator #3 Guardian Propane, Manual Start 5243 n/a n/a 15 kW
Reservoir #4 Wilbert Precast Pre-cast Concrete n/a n/a 1,200 n/a
Booster Station #4 Grundfos BoosterPAQ Duplex MPC-E 2 CRE 3 n/a 5 gpm each
Backup Generator #4 Kohler Propane with ATS 14RESA n/a n/a 13 kW
Reservoir #5 n/a Cast-in-Place Concrete n/a n/a 16,900 n/a
Booster Station #5 Grundfos BoosterPAQ Triplex MPC-E 2 CRE 7.5 n/a 98 gpm each
Backup Generator #5 Caterpiller Diesel with ATS D175-2 n/a n/a 175 kW
*Proposed, to be installed.
Ardurra Page 1 of 1

RESPONSE TO FIRST PRODUCTION REQUEST – EXHIBIT 6
61730.0002.16357580.5
EXHIBIT 6

SYSTEM RECORD DRAWINGS

See attached.

RESPONSE TO FIRST PRODUCTION REQUEST – EXHIBIT 7
61730.0002.16357580.5
EXHIBIT 7

MONTHLY METERED WELL PRODUCTION

See attached.

RESPONSE TO FIRST PRODUCTION REQUEST – EXHIBIT 8
61730.0002.16357580.5
CONFIDENTIAL EXHIBIT 8

RATE BASE CALCULATION

RESPONSE TO FIRST PRODUCTION REQUEST – EXHIBIT 9
61730.0002.16357580.5
EXHIBIT 9

SANITARY SURVEYS

See attached.

Panhandle Health District
Healthy People in Healthy Communities
Environmental Health
8500 N Atlas Road
Hayden, Idaho 83835
Phone: [phone]
Fax: [phone]
www.phd1.idaho.gov

December 22, 2017

Tom Trulock
Mountain Utility Company
[e-mail]

Subject: Sanitary Survey of PWS #1090254, Acme Water Works

Dear Tom:

Thank you for the opportunity to perform a sanitary survey on the Acme Water Works water
system on November 28, 2017. Enclosed, you will find the drinking water supply report and the
survey photos.

The water system was found to be operating mostly in compliance with the Idaho Rules for Public
Drinking Water Systems, IDAPA 58.01.08. Below is a list of deficiencies and additional
requirements for the water system to address. A written corrective action plan that states how and
when the deficiencies and requirements will be addressed must be provided to PHD within 30 days
of this report.

Deficiencies
1. The discharge pipe for the well does not provide a smooth-nosed sample tap, and therefore
is not in accordance with IDAPA 58.01.05.511.01.
2. There is no total coliform sample siting plan, as required by IDAPA 58.01.08.100.01 which
incorporates by reference 40 CFR 141.21.

Additional Requirements
1. The proper controls must be installed for the well pumps to provide automatic filling of the
reservoir.

If you have any questions or comments regarding this survey, please do not hesitate to contact me
at [phone] or [e-mail].

Sincerely,
Jamie Barton
Sr. Environmental Health Specialist
Page 1 of 4

Panhandle Health District
Drinking Water Supply Report

System: Acme Water Works PWS#: ID1090254
Date of Survey: November 28, 2017 County: Bonner
Source: Groundwater Connections: 26
Water System Type: Transient
System Representative Present at Survey: Tom Trulock
Surveyed by: Jamie Barton, PHD

Acme Water Works Water System Overview

Schweitzer Village subdivision, located on Schweitzer Mountain in Bonner County, Idaho was
platted in 1975 and is still in the early stage of development with 26 seasonal connections. The
water system was designed to serve 260 residences on 107 lots. Schweitzer Mountain has very
few year-round residents, and because of its location and primary use as a recreation area, it is
unlikely that the number of permanent residents will increase significantly. The residences are
primarily vacation homes and short-term rentals, with the peak occupancy during winter holiday
weeks and weekends. The water system serving Schweitzer Village is classified as a transient,
non-community public drinking water system.

Well #1 & pump house
Reservoir
Well #2
Schweitzer
Mountain
Road
Avalanche Rd
Blizzard Dr
Schweitzer Village
Page 2 of 4

History
On October 12, 2001, the Panhandle Health District (PHD) approved a well site for a proposed
well to serve Schweitzer Village; the site was located on Lot 1, Block 4 of Schweitzer Village.
James A. Sewell & Associates (Sewell) submitted engineered plans and specifications (P&S) for
construction of the well to the Idaho Department of Environmental Quality (DEQ) following the
well site approval and received DEQ’s approval for construction on December 5, 2001. The well
(well #1) was drilled September 13, 2002 and record drawings approved by DEQ December 3,
2002.

DEQ approved a well site on Lot 16, Block 3 for well #2 in 2005. Sewell submitted P&S to DEQ
and received approval for construction on March 20, 2006. The well was drilled August 17, 2006
and record drawings approved in 2007. A third well site was proposed in 2006 on Lot 10, Block
3 and construction approval was granted by DEQ on October 11, 2006; this well was drilled and
then abandoned in late 2006.

DEQ approved P&S by Sewel on July 22, 2007 for temporary water system improvements to serve
four buildings that began construction prior to the water system completion. On July 21, 2008,
DEQ and PHD approved an additional well site on Lot 38, Block 6. P&S approval was granted
for construction of Phase 1 improvements to the water system, including water storage capacity,
and for construction of the new well #3. Well #3 was drilled October 1, 2008 but the project was
later abandoned and the well has not been developed. Record drawings for Phase 1 improvements
was approved by DEQ on May 24, 2010.

The initial sanitary survey of the water system was conducted by PHD and DEQ on October 21,
2011; evaluating the source, pump house, reservoir, distribution system, and the PWS file contents.

Source
Well #1 (DEQ tag#E0010059): The water system is currently served by a 6-inch steel cased well,
drilled September 13, 2002 to a total depth of 220 feet by H2O Well Service. A well driller’s
report is on file with PHD and indicates the 6-inch well casing extends 93 feet below ground
surface (bgs) with a 4-inch PVC liner continuing the full depth of the well. A 54-foot aqua grout
surface seal is provided. At the time of drilling, the static water level was reported at 15 feet bgs
and the well discharge rate was 55+ gallons per minute (gpm). The casing extends two feet above
the surface and is fitted with a watertight vented well cap. Current well production is estimated to
be around 30 gpm.

Well #2: A second well was drilled in August 2006 to a total depth of 210 feet by Aqua Drilling
and constructed with a 63-foot bentonite surface seal. According to the well driller’s report on file
with PHD, the 8-inch steel casing extends 63 feet bgs with a 6-inch PVC liner extending the entire
depth of the well. At the time of drilling, the static water level was reported at 43 feet bgs and the
well discharge rate was 60 gpm. Currently well #2 is not is use but may be brought on-line in the
future. The design engineer was not sure of it’s long term sustainability and further testing may
be necessary.

Each well is located on a designated well lot and all required sanitary setbacks are being met. Well
#2 is located near various small streams and a microscopic particulate analysis (MPA) would be
Page 3 of 4

required if well #2 is brought on line, to rule out the possibility of surface water influence. Both
wells have had the full round of initial sampling completed for IOC’s, SOC’s, and VOC’s with the
results being either non-detect or well below the maximum contaminant levels. The only result
showing concern was the Langlier Index for both wells indicating the source water to be highly
corrosive. The water system may want to consider providing corrosion control.

Pump House
The pump house, located adjacent to well #1, has a locking door; and adequate light, heat,
ventilation, and floor drainage. Contained in the pump house are the pump controls, operations
and maintenance manual, well discharge line, and a Well Mate pressure tank. The well discharge
line includes gate valves, a check valve, flow meter, and a flow to waste line that discharges outside
the pump house. The flow meter reading at the time of the survey was 6,403,372 gallons.

A smooth nose sample tap is not provided on the well discharge line and must be installed to allow
for drawing sanitary source water samples.

Storage
A 200,000-gallon partially buried concrete reservoir, located above the subdivision, provides water
storage and pressure for the water system. Well water discharges in one end of the reservoir and
serpentines around baffles to the other end for good circulation. The system is not yet automated,
thereby requiring the well pump to be manually turned on to fill the reservoir. The proper controls
must be installed for the well pump to provide automatic filling of the reservoir. This is especially
important should an emergency occur, such as a fire flow event. The level of the reservoir is
checked weekly and the well pump is turned on as needed.

The reservoir is equipped with two access manhole openings, properly screened vents, and an
overflow. The access manholes are at least 4 inches above the reservoir roof; with a water tight,
overlapping, and locking cover. The overflow discharges to a large rock bed to avoid issues with
erosion.

It is recommended the reservoir be inspected annually for integrity and silt buildup, and cleaned
once every five years or as necessary. Due to the seasonal use of the water system and the potential
for stagnant water to become an issue, it is also recommended the water system flush the reservoir
annually.

Distribution
The distribution system is comprised of 8-inch ductile iron, 8-inch PVC, and 4-inch PVC and is
not looped. An air relief valve is in a vault adjacent to the reservoir. Main line pressure reducing
valves (PRV) are also in vaults; one at Alpine Way and one at Ullr Drive, to maintain the system
pressure between 40 psi and 100 psi. The inside of the vaults was not inspected during the survey.
According to record drawings, each vault is provided with a drain.

It is recommended that all valves in distribution be exercised regularly and the water mains flushed
annually. Dead end water mains are required to be flushed at least semiannually. Fourteen fire
hydrants are located throughout distribution that may be used in the flushing plan.

Page 4 of 4

As a transient system, a formal cross connection control program is not required but is strongly
recommended.

Monitoring
The water system collects one routine coliform sample per quarter, nitrate annually, and nitrite
once every nine years.

A total coliform sample siting plan that is representative of the entire distribution system must be
developed and implemented. A copy of the sample siting plan must be submitted to PHD to be
kept in the water system’s file

Financial & Managerial Capacity
Ownership of the water system is in transition. Acme Water Works is currently owned by
Schweitzer Mountain Properties LLC. Once ownership of the water system changes, the name
will change to Resort Water South.

The water system is current with the payment of the DEQ drinking water assessment fee.

Compliance
A written corrective action plan that addresses the deficiencies and additional requirements listed
below must be submitted to PHD following consultation with PHD. The consultation with PHD
must be completed within 30 days of receiving this written notification.

Deficiencies
1. The discharge pipe for the well does not provide a smooth-nosed sample tap, and therefore
is not in accordance with IDAPA 58.01.05.511.01.
2. There is no total coliform sample siting plan, as required by IDAPA 58.01.08.100.01 which
incorporates by reference 40 CFR 141.21.

Additional Requirements
1. The proper controls must be installed for the well pumps to provide automatic filling of the
reservoir.

December 22, 2017
Jamie Barton, Sr. Environmental Health Specialist Date

Photographic Documentation 

Name of Facility: Resort Water South (formerly Acme Water) 
Inspector(s): Jamie Barton, PHD 
Inspection Date: Tuesday, November 28, 2017 
Purpose of Inspection: Sanitary Survey 

Publish Date: Tuesday 19 December 2017 

Panhandle Health District 
Photographic Documentation for Resort Water South (formerly Acme Water) 
 2

Table of Photographs:  

Photograph 1: Well lot for well #1 ............................................................................................................................ 3 
Photograph 2: Well lot .............................................................................................................................................. 3 
Photograph 3: Well #1 and pump house ................................................................................................................... 3 
Photograph 4: Well #1 ............................................................................................................................................... 3 
Photograph 5: Well #2 ............................................................................................................................................... 3 
Photograph 6: Pump house ....................................................................................................................................... 3 
Photograph 7: Inside pump house ............................................................................................................................ 4 
Photograph 8: Flow meter and flow to waste line .................................................................................................... 4 
Photograph 9: Flow to waste discharge .................................................................................................................... 4 
Photograph 10: Well #1 DEQ well# E0010059 .......................................................................................................... 4 
Photograph 11: Flow meter....................................................................................................................................... 4 
Photograph 12: Pressure gauge ................................................................................................................................ 4 
Photograph 13: Pressure tank ................................................................................................................................... 5 
Photograph 14: Pump control boxes ......................................................................................................................... 5 
Photograph 15: Pump house floor drain ................................................................................................................... 5 
Photograph 16: Gate on road to reservoir ‐ authorized access only ........................................................................ 5 
Photograph 17: Reservoir .......................................................................................................................................... 5 
Photograph 18: Roof of reservoir .............................................................................................................................. 5 
Photograph 19: Vent on reservoir ............................................................................................................................. 6 
Photograph 20: Reservoir overflow discharge area .................................................................................................. 6 
Photograph 21: Screen on reservoir overflow .......................................................................................................... 6 
Photograph 22: Valves for reservoir .......................................................................................................................... 6 
Photograph 23: Air relief valve vault ......................................................................................................................... 6 
Photograph 24: Pressure relief vault ......................................................................................................................... 6 
Photograph 25: Typical fire hydrant in distribution .................................................................................................. 7 

Panhandle Health District 
Photographic Documentation for Resort Water South (formerly Acme Water) 
 3
Photograph 1: Well lot for well #1 

Photograph 2: Well lot 

Photograph 3: Well #1 and pump house 

Photograph 4: Well #1 

Photograph 5: Well #2 

Photograph 6: Pump house 

Panhandle Health District 
Photographic Documentation for Resort Water South (formerly Acme Water) 
 4
Photograph 7: Inside pump house 

Photograph 8: Flow meter and flow to waste line 

Photograph 9: Flow to waste discharge 

Photograph 10: Well #1 DEQ well# E0010059 

Photograph 11: Flow meter 

Photograph 12: Pressure gauge 

Panhandle Health District 
Photographic Documentation for Resort Water South (formerly Acme Water) 
 5
Photograph 13: Pressure tank 

Photograph 14: Pump control boxes 

Photograph 15: Pump house floor drain 

Photograph 16: Gate on road to reservoir ‐ authorized access only 

Photograph 17: Reservoir 

Photograph 18: Roof of reservoir 

Panhandle Health District 
Photographic Documentation for Resort Water South (formerly Acme Water) 
 6
Photograph 19: Vent on reservoir 

Photograph 20: Reservoir overflow discharge area 

Photograph 21: Screen on reservoir overflow 

Photograph 22: Valves for reservoir 

Photograph 23: Air relief valve vault 

Photograph 24: Pressure relief vault 

Panhandle Health District 
Photographic Documentation for Resort Water South (formerly Acme Water) 
 7
Photograph 25: Typical fire hydrant in distribution 

Panhandle Health District
Healthy People in Healthy Communities
Environmental Health
8500 N Atlas Road
Hayden, Idaho 83835
Phone: [phone]
Fax: [phone]
www.phd1.idaho.gov

July 11, 2019

Schweitzer Mountain Resort
Tom Trulock
[e-mail]

Subject: Sanitary Survey of PWS #1090123, Schweitzer Mountain Resort

Dear Tom:

Thank you for the opportunity to complete the sanitary survey on the Schweitzer Mountain Resort
Water System on June 14 and June 24, 2019. Attached, you will find the drinking water supply
report and survey photos for your records.

If you have any questions or comments regarding this survey, please do not hesitate to contact me
at [phone].

Sincerely,
Jamie Barton
Sr. Environmental Health Specialist

c: Anna Moody, DEQ Drinking Water Supervisor, [e-mail]
Scott McNee, Engineer Project Manager, [e-mail]
Bob Lesniewski, Designated Operator, [e-mail]

Page 1 of 7

Panhandle Health District
Drinking Water Supply Report

System: Schweitzer Mountain Resort PWS#: ID1090123
Date of Survey: June 14 and 24, 2019 County: Bonner
Source: Groundwater Connections: 448
Water System Type: Non-Transient Non-Community
System Representative Present at Survey: Tom Trulock and Bob Lesniewski
Surveyed by: Jamie Barton and Kelsey Blair, PHD

Schweitzer Mountain Resort Water System and Area Overview

The Schweitzer Mountain Resort (Resort) water system is classified as a non-transient, non-
community public drinking water system located on Schweitzer Mountain in Bonner County,
Snow making
pond
Sk HouseBooster Station
#5 and STO#5
Booster
Station #4
and STO#4
Treatment
and Booster
Station #3
STO#3
Well #5
Well #4 and
STO#2
STO#1
Villa e area
Page 2 of 7

Idaho. The water system consists of three drilled wells, storage capacity, treatment facilities, and
distribution mains serving the Resort and portions of the Schweitzer Basin P.U.D. The system
serves approximately 448 connections.

System Changes
The last sanitary survey was completed June 26, 2013 and since that time significant changes have
been completed or proposed by the water system including additional water system components
to accommodate the Sky House Restaurant at the top of the mountain and reconstruction of well
#4. The Resort is currently in the process of adding two main line pressure reducing valve (PRV)
vaults and preparing for a water main extension for the proposed new Thompson Lodge.

T-O engineering has submitted to the Idaho Department of Environmental Quality (DEQ)
preliminary engineering reports (PER) and plans and specifications (P&S) for each of the
significant changes.

Summit Lodge (currently Sky House Restaurant): P&S for a water main extension including three
new booster pump stations, two new water storage reservoirs, water transmission lines, and two
pressure tanks were submitted May 19, 2016 and approved by DEQ on June 21, 2016. Record
drawings were submitted to DEQ January 30, 2018.

Well #4 Reconstruction: To allow for a larger pump and greater production, the Resort proposed
to reconstruct well #4. DEQ performed a well site evaluation for the reconstructed well and
granted site approval July 10, 2017. P&S were submitted September 27, 2018 and again with
revisions October 2, 2018. DEQ approved P&S October 24, 2018 and accepted record drawings
on December 21, 2018.

PRV Vaults: Portions of the water system above the existing PRV assemblies operate at high
pressures over 100 psi. Additional PRV assemblies are proposed above the existing PRVs to
reduce pressures upstream. These stations are proposed on opposite ends of the looped system.
Individual PRVs are required for all connections at the Resort and many in these areas currently
rely on individual PRVs for protection. The new PRVs will provide redundant protection in the
event an individual PRV should fail. P&S were submitted August 16, 2018 and received DEQ
approval on September 11, 2018.

Water Main Extension for Thompson Lodge: On June 17, 2019, DEQ approved the P&S for the
Thompson Lodge water main extension which was submitted May 7, 2019. The project includes
a main line extension to the new Lodge as well as relocating existing water mains and valves in a
new buried valve vault, improving accessibility for operation and maintenance. Once the
Thompson Lodge is complete, the total number of connections will be at 578.

Source
The water system utilizes three wells as its sources of water; well #4, well #5, and well #6. All
three wells are located southwest of the day lodge. Previous sources of water; spring #1, spring
#2, and well #3 are all listed as inactive and no longer in use. Idaho Department of Water Resources
well driller’s reports are on file with the DEQ.

Page 3 of 7

Remote transducers are provided for all three wells. The wells pump simultaneously and discharge
to the treatment building and 200,000-gallon reservoir. Each discharge line includes a smooth-
nose sample tap, flow meter, flow to waste capability, and the ability to individually isolate if
necessary.

DEQ completed a Source Water Assessment (SWA) on well #4 and well #5 on May 23, 2002.
The potential contaminant information was updated August 16, 2016. The SWA for well #6 was
completed May 9, 2013 and the potential contaminant information updated November 1, 2016.
Full reports may be viewed at: http://www2.deq.idaho.gov/water/swaOnline/Search

A Ground Water Under Direct Influence of Surface Water (GWUDI) evaluation was performed
by DEQ for well #4 and well #5. Both sources were determined to be groundwater sources. Well
#6 has not been evaluated. Microscopic particulate analyses (MPA) were used to aid in the
groundwater determination for well #4. DEQ determined well #5 did not need further evaluation.

Well #4 (DEQ tag# E0005162) was originally a 6-inch cased well drilled October 6, 1992 by
Bartholomew Drilling to a total depth of 157 feet. The static water level was reported at 8 feet
below the surface and the discharge rate tested at 60 gallons per minute (gpm).

Reconstruction of well #4 was completed August 14, 2018 by Horsley Drilling to a completed
depth of 220 feet. The original casing was removed, and the well was re-drilled with a 10-inch
casing to 100 feet and 8-inch PVC liner to 220 feet. A 58-foot bentonite surface seal was
constructed around the casing. The static water level was reported at 6 feet below the surface and
the discharge yield at 150+ gallons per minute. Current production was reported as 93 gallons per
minute, utilizing a 15-horsepower submersible pump. Well #4 has experienced artesian flow in
the past; therefore, a low-pressure mechanical packer is installed in the 10-inch casing to keep
water from flowing out the well cap if artesian conditions return.

The well is located outside with the casing extending two feet above the ground surface and is
properly sealed and vented. An air relief valve is located in a box adjacent to the well.

Well #5 (DEQ tag# E0005398) is an 8-inch cased well drilled October 17, 1999 by Kettle Drilling
Inc. According to the driller’s report the well was drilled to a total depth of 174 feet and
constructed with a 54-foot cement grout surface seal. The casing extends 172 feet below the
surface and includes perforations from 32 to 100 feet. The static water level was reported at four
feet below ground and the discharge rate tested at 160 gpm over 7.5 hours. To date, well #5 is the
largest producer at approximately 98 gpm.

The well is located outside about 30 feet south of the treatment building. The casing extends over
two feet above ground and is fitted with a watertight, vented well cap. The surrounding area is
primarily wooded with a nearby depression where standing water could accumulate. A breach on
the downhill side of the depression should be made to not allow water to pool within 50 feet of the
well.

Well #6 (DEQ tag# E0009235) is an 8-inch cased well drilled October 17, 1999 by Kettle Drilling
Inc. According to the driller’s report the well was drilled to a total depth of 135 feet and
Page 4 of 7

constructed with a 52-foot cement grout surface seal. The casing extends 112 feet below the
surface and includes perforations from 83 to 112 feet. The static water level was reported at 35
feet below ground and the discharge rate tested at 200 gpm. Currently well #6 is offline but when
in use produces approximately 71 gpm.

The well is located about 450 feet uphill and northwest of the treatment building. A concrete slab
is poured around the well casing. The casing extends at least 18 inches above the concrete and is
fitted with a watertight vented well cap. An air relief valve is located in a box adjacent to the well.

Treatment Facilities
Treatment takes place within the treatment building, just below the 200,000-gallon reservoir,
which includes equipment for controls, chemical feed, process monitoring, and transfer pumping.
The building has a locking door; and adequate light, heat, ventilation, and floor drainage. A
generator is housed in a small room add-on to the treatment building and automatically exercises
every Wednesday.

Chlorination has been provided since the 1970’s when the original source of water was being
drawn from the creek. Other past sources included springs and a surface water influenced well
which required chlorination with contact time. To date, since all wells are groundwater,
distribution chlorine residuals are maintained at the discretion of the water system and disinfection
with contact time is not a DEQ requirement.

Chlorination treatment includes the injection of sodium hypochlorite (HASA Mult-chlor, 12.5%
concentration) for the purpose of controlling the distribution system chlorine residuals. Sodium
hypochlorite is diluted in a 35-gallon solution tank at a ratio of four cups to 5 gallons of water and
injected in the combined discharge line via an LMI electronic metering pump which is equipped
with a flow sensing automatic shutoff. The pump settings are adjusted as needed with the seasonal
changes of use on the system. The solution tank is vented to the outside and an air gap is provided
on the solution tank fill line.

In 1999, DEQ determined the Resort water to be corrosive and corrosion control became a
requirement. This is accomplished by the injection of soda ash to raise the pH of the well water.
Soda ash is mixed in a 100-gallon solution tank at a ratio of 16 cups to 10 gallons of water,
equipped with a mixer that runs on a timer, and an LMI electronic metering pump injects the
solution in the combined discharge line just after injection of the sodium hypochlorite solution.
The pH measured after treatment is maintained above 7.0.

Flow meter readings, chlorine residuals and pH measurements are recorded daily on forms kept in
the treatment building. Monthly operating reports are submitted to DEQ each month.

Storage Facilities
Storage capacity is comprised of three reservoirs totaling near 300,000 gallons of storage for the
Resort with two additional storage facilities for the Sky House restaurant.

STO3: STO3 is a partially below ground concrete reservoir and is the largest reservoir built in
2006, totaling 200,000 gallons. Level transducers in the reservoir call for water from the three
Page 5 of 7

wells. The reservoir roof is in good repair with no signs of cracks or deterioration. An access
hatch and vent are provided on both ends of the reservoir. The hatches are provided with locking
and watertight lids and each vent is properly downturned and screened. The overflow discharges
out the south end of the reservoir to a rocky drainage and is provided with a clamped-on 24-mesh
screen.

STO2: Water from STO3 flows to STO2 which is a 60,000-gallon concrete below ground reservoir
built in 1999 with three chambers. Each chamber is equipped with a 3-foot round concrete riser
and 2-foot square locking and watertight metal access hatch. A properly downturned and screened
vent, and an overflow are provided. The overflow includes a 24-mesh screen, bolted on with a
steel frame. The screen is showing signs of wear. At the time of the survey, the electrical conduit
entering the north access was detached, providing an entry point for possible contamination. This
was quickly corrected by the operator and photo documentation was submitted to PHD.

STO1: STO1 is the lowest reservoir and receives water from STO2 before discharging to
distribution. STO1 is a 45,000-gallon concrete below ground reservoir built in 1991. The access
hatch is housed within the original treatment control building and is provided with a locking and
gasketed lid.

The Resort utilized the services of Aquadrone Marine Services to inspect and clean STO1, STO2,
and STO3 in the fall of 2018. All facilities were reported to be in good condition. The screens on
each of the reservoir overflows should be inspected regularly. Signs of wear was noted and in the
event of an overflow, screens can dislodge or collect debris.

STO4: STO4 is a 1,200 gallon partially buried concrete booster tank, used in the transfer of water
to the Sky House restaurant. A watertight access hatch and properly screened vent are provided.
The overflow and drain combine and discharge to a rocky trench below. A level transmitter is
installed in the tank.

STO5: Water is pumped from STO4 to STO5; a 17,000 gallon partially buried, baffled concrete
reservoir located just below the Sky House restaurant. The reservoir was constructed in 2016 and
includes an access hatch and vent on each end of the reservoir. The hatches are provided with
locking and watertight lids and each vent is properly downturned and screened. The overflow
discharges out the north end of the reservoir to a rocky drainage.

At the time of the survey, no screen was observed on the overflow for both STO4 and STO5;
however, the operator had screens installed the same day and submitted photo documentation.

Pumps and Controls Facilities
The entire water system consists of four control buildings (three of which include booster pumps)
and two underground vaults. The control buildings/booster stations are numbered to coincide with
each of the storage facilities. All buildings have a locking door; and adequate light, heat,
ventilation, and floor drainage.

Page 6 of 7

Control Building #1: The control building sits atop STO1 and houses the reservoir access, flow
meter, backup treatment units, and spare parts and tools. A valve vault is included on the north
side of the building and includes bypass valves and valves for transfer of water.

No control building or booster station is associated with STO2; however, a valve vault is included
just south of STO2 and houses bypass valves and valves for the transfer of water between storage
reservoirs.

Booster Station #3: This building is also the treatment building and houses two booster pumps for
the purpose of beginning the transfer of water from STO3 to the Sky House. The pumps are 3-
horsepower Grundfos booster pumps set to alternate with a pumping rate of 5 gpm each. A 2-inch
McCrometer flow meter is included on the transfer discharge line with the readout adjacent to the
booster pump control panel. Additional booster stations and water storage are included in the
transfer and at the summit. Telemetry control is included in this building.

Booster Station #4: This building sits just downhill of STO4 and houses two additional 3-
horsepower Grundfos booster pumps to continue the transfer of water to the Sky House. The
pumps are set to alternate and deliver water at a rate of 5 gpm. Also included in the building are
a sample tap, air relief valve, McCrometer Ultra Mag flow meter, and telemetry and pump controls.
A propane generator is in an adjacent room, set to automatically exercise every Wednesday.

Booster Station #5: This building is at the summit just below the Sky House and STO5 and
includes three 7.5-horsepower Grundfos booster pumps. The pumps are set to alternate based on
demand to deliver 98 gpm to the Sky House. A leaky seal was noted on one of the booster pumps
and is scheduled to be repaired. Also included in the building are two Well-X-Trol 119-gallon
pressure tanks, pressure relief valve, and a sample tap. A propane generator is in an adjacent room,
set to automatically exercise every Wednesday.

A 2-inch Seametrics flow meter is included where the water line enters the Sky House building.
In addition, two isolation valves are provided in a vault just before water is transferred to the Sky
House; one for fire and one for domestic.

Distribution
The system currently serves 448 metered connections with most of the system looped. The
distribution lines consist of 4-inch to 12-inch PVC pipe, and include fire hydrants within the
system. All valves are exercised regularly, and main lines flushed annually. Dead-end lines are
flushed once a year and receive enough use during peak season to keep stagnant water from
becoming an issue. All flushing is accomplished through fire hydrants or end of line blow-offs.

Two main line PRV assemblies are provided in the distribution system to reduce pressure in the
system. Because the system reports pressures in excess of 100 psi above the existing PRVs, the
Resort has proposed to install two additional main line PRV assemblies to reduce pressures
upstream of the existing PRVs.

A cross connection control program and by laws related to its enforcement has been developed as
required by the Rules (IDAPA 58.01.08.552.06). The water system must ensure that cross
Page 7 of 7

connections do not exist or are isolated from the potable water system by an approved backflow
prevention assembly.

It was reported that an intertie through valves with Schweitzer Basin still exists but has never been
used. This intertie should be located, and the valves exercised to ensure functionality of the
intertie.

Over 50 backflow devices are located throughout the water system. Some of the areas where
backflow devices are included are on fire suppression systems, on the supplemental snow making
line in a vault at the top of chair two, and on lines within the restaurants.

Monitoring Requirements
Monitoring schedules may be viewed at any time through the Public Water System Switchboard:
http://www.deq.idaho.gov/water-quality/drinking-water/pws-switchboard.aspx. It is important to
note that monitoring schedules may be changed or modified by DEQ as required. Before sampling,
water system operators are advised to review the monitoring schedule.

Financial & Managerial Capacity
The water system is regulated by the Idaho Public Utilities Commission.

The water system appears to be current with drinking water program fees paid to DEQ.

The water system is owned by Resort Water Company with Tom Trulock listed as the
administrative contact for the system. Bob Lesniewski is the designated operator for the water
system and holds Drinking Water Distribution Class II and Drinking Water Treatment Class II
Licenses (DWD2-22079 and DWT2-21755). Bob Hansen with Water Systems Management is the
designated backup operator (DWD2-13440 and DWT2-10694). Ed Huckaby performs annual
backflow assembly testing throughout the water system and is a certified backflow assembly tester
(BAT-922).

An operation and maintenance manual has been produced and is being maintained as changes
occur to the water system.

Compliance
The Schweitzer Mountain Resort water system was found to be in substantial compliance with the
Idaho Rules for Public Drinking Water Systems, IDAPA 58.01.08. The significant deficiencies
noted during the survey have been corrected. Below is a list of additional requirements to address
when time and equipment allow.
1. The depression located near well #5 should be breached on the downhill side to not allow
water to pool within 50 feet of the well.
2. Locate intertie with Schweitzer Basin and exercise valves to ensure functionality.

July 11, 2019
Jamie Barton, Sr. Environmental Health Specialist Date

Photographic Documentation 

Name of Facility: Schweitzer Mountain Resort 
Inspector(s): Jamie Barton, Panhandle Health District 
Inspection Date: Monday, June 24, 2019 
Purpose of Inspection: Sanitary Survey 

Publish Date: Thursday, 11 July 2019 

Idaho Department of Environmental Quality 
Photographic Documentation for Schweitzer Mountain Resort 
 2

Table of Photographs:  

Photograph 1: Well #4 with air relief in adjacent box ............................................................................................... 4 
Photograph 2: Air relief adjacent to Well #4 ............................................................................................................. 4 
Photograph 3: Well #5 and treatment building ........................................................................................................ 4 
Photograph 4: Well #5 DEQ tag E0005398 ................................................................................................................ 4 
Photograph 5: Well #5 ............................................................................................................................................... 5 
Photograph 6: Well #6 with remote transducer ....................................................................................................... 5 
Photograph 7: Well #6 ............................................................................................................................................... 5 
Photograph 8: Treatment building ............................................................................................................................ 5 
Photograph 9: Treatment building and Booster Station #3 ...................................................................................... 6 
Photograph 10: Well discharge lines ......................................................................................................................... 6 
Photograph 11: Smooth nose source taps ................................................................................................................ 6 
Photograph 12: Combined source tap and sodium hypochlorite injection .............................................................. 6 
Photograph 13: Solution tanks in treatment building ............................................................................................... 7 
Photograph 14: Electronic metering pumps for treatment ...................................................................................... 7 
Photograph 15: Sodium hypochlorite and soda ash injection points ....................................................................... 7 
Photograph 16: Stored chemicals for treatment ...................................................................................................... 7 
Photograph 17: Daily records kept in Treatment building ........................................................................................ 8 
Photograph 18: Well pump information and contorls .............................................................................................. 8 
Photograph 19: Heat and ventilation in treatment building ..................................................................................... 8 
Photograph 20: Booster pumps in Booster Station #3 for the Sky House ................................................................ 8 
Photograph 21: Booster pump control and flow meter readout for line to Sky House ............................................ 8 
Photograph 22: Flow meter on line to Sky House ..................................................................................................... 8 
Photograph 23: Flow to waste line for the wells ....................................................................................................... 9 
Photograph 24: Generator for Treatment building ................................................................................................... 9 
Photograph 25: Depression near well #5 .................................................................................................................. 9 
Photograph 26: STO3 ................................................................................................................................................. 9 
Photograph 27: STO3 vent screen ........................................................................................................................... 10 
Photograph 28: STO3 north end access .................................................................................................................. 10 
Photograph 29: Looking in STO3 access .................................................................................................................. 10 
Photograph 30: Valves for STO3 .............................................................................................................................. 10 
Photograph 31: STO3 overflow ............................................................................................................................... 11 
Photograph 32: Screen on STO3 overflow with hose clamp ................................................................................... 11 
Photograph 33: Well #4 and STO2 .......................................................................................................................... 11 
Photograph 34: STO2 vent ...................................................................................................................................... 11 
Photograph 35: STO2 vent screen ........................................................................................................................... 11 
Photograph 36: STO2 north access ......................................................................................................................... 11 
Photograph 37: STO2 ‐ disconnected conduit to north access ............................................................................... 12 
Photograph 38: STO2 overflow ............................................................................................................................... 12 
Photograph 39: STO2 overflow ............................................................................................................................... 12 
Photograph 40: STO2 overflow screen .................................................................................................................... 12 
Photograph 41: Valve vault near STO2 .................................................................................................................... 12 
Photograph 42: Control building #1 over STO1 ....................................................................................................... 12 
Photograph 43: Discharge line from STO2 to STO1................................................................................................. 13 
Photograph 44: STO1 access ................................................................................................................................... 13 
Idaho Department of Environmental Quality 
Photographic Documentation for Schweitzer Mountain Resort 
 3
Photograph 45: Looking in STO1 access .................................................................................................................. 13 
Photograph 46: Floor drain in control building #1 .................................................................................................. 13 
Photograph 47: Disconnected spring in Control Building #1 .................................................................................. 13 
Photograph 48: Spare parts in Control Building #1 ................................................................................................. 13 
Photograph 49: Booster Station #4 ......................................................................................................................... 14 
Photograph 50: Generator for Booster #4 .............................................................................................................. 14 
Photograph 51: Booster Station #4 booster pumps and flow meter ...................................................................... 14 
Photograph 52: Booster pumps in Booster Station #4 ............................................................................................ 14 
Photograph 53: Booster #4 telemetry controls ....................................................................................................... 14 
Photograph 54: Booster #4 control panel ............................................................................................................... 14 
Photograph 55: STO4 above Booster Station #4 ..................................................................................................... 15 
Photograph 56: 1200 gallon tank access and vent .................................................................................................. 15 
Photograph 57: STO4 overflow without screen ...................................................................................................... 15 
Photograph 58: Booster Station #5 ......................................................................................................................... 15 
Photograph 59: Booster pumps in Booster Station #5 ............................................................................................ 15 
Photograph 60: Booster pumps in Booster Station #5 ............................................................................................ 15 
Photograph 61: Control valve and pressure tanks in Booster Station #5 ............................................................... 16 
Photograph 62: Pressure gauge and sample tap at Booster Station #5 .................................................................. 16 
Photograph 63: Booster #5 telemetry and pump controls ..................................................................................... 16 
Photograph 64: Generator for Sky House ............................................................................................................... 16 
Photograph 65: 17,000 gallon reservoir for the Sky House .................................................................................... 16 
Photograph 66: STO5 access and vent .................................................................................................................... 16 
Photograph 67: STO5 overflow without screen ...................................................................................................... 17 
Photograph 68: STO5 overflow ............................................................................................................................... 17 
Photograph 69: Culvert collecting STO5 overflow and Booster Station #5 floor drain discharge .......................... 17 
Photograph 70: Sky House Restaurant .................................................................................................................... 17 
Photograph 71: Isolation valves in vault for Sky House .......................................................................................... 17 
Photograph 72: Flow meter for the Sky House ....................................................................................................... 17 
Photograph 73: Snow making pond ........................................................................................................................ 18 
Photograph 74: Reconnected conduit for STO2 (photo submitted by Tom Trulock)……………………………………………18  
Photograph 75: Screen installed on STO4 overflow (photo submitted by Bob Lesniewski) ………………………………..18 
Photograph 76: Screen installed on STO5 overflow (photo submitted by Bob Lesniewski)…………………………………18 

Idaho Department of Environmental Quality 
Photographic Documentation for Schweitzer Mountain Resort 
 4
Photograph 1: Well #4 with air relief in adjacent box 

Photograph 2: Air relief adjacent to Well #4 

Photograph 3: Well #5 and treatment building 

Photograph 4: Well #5 DEQ tag E0005398 

Idaho Department of Environmental Quality 
Photographic Documentation for Schweitzer Mountain Resort 
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Photograph 5: Well #5 

Photograph 6: Well #6 with remote transducer 

Photograph 7: Well #6 

Photograph 8: Treatment building 

Idaho Department of Environmental Quality 
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Photograph 9: Treatment building and Booster Station #3 

Photograph 10: Well discharge lines 

Photograph 11: Smooth nose source taps 

Photograph 12: Combined source tap and sodium hypochlorite 
injection 

Idaho Department of Environmental Quality 
Photographic Documentation for Schweitzer Mountain Resort 
 7
Photograph 13: Solution tanks in treatment building 

Photograph 14: Electronic metering pumps for treatment 

Photograph 15: Sodium hypochlorite and soda ash injection points 

Photograph 16: Stored chemicals for treatment 

Idaho Department of Environmental Quality 
Photographic Documentation for Schweitzer Mountain Resort 
 8
Photograph 17: Daily records kept in Treatment building 

Photograph 18: Well pump information and contorls 

Photograph 19: Heat and ventilation in treatment building 

Photograph 20: Booster pumps in Booster Station #3 for the Sky 
House 

Photograph 21: Booster pump control and flow meter readout for 
line to Sky House 

Photograph 22: Flow meter on line to Sky House 

Idaho Department of Environmental Quality 
Photographic Documentation for Schweitzer Mountain Resort 
 9
Photograph 23: Flow to waste line for the wells 

Photograph 24: Generator for Treatment building 

Photograph 25: Depression near well #5 

Photograph 26: STO3 

Idaho Department of Environmental Quality 
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Photograph 27: STO3 vent screen 

Photograph 28: STO3 north end access 

Photograph 29: Looking in STO3 access 

Photograph 30: Valves for STO3 

Idaho Department of Environmental Quality 
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Photograph 31: STO3 overflow 

Photograph 32: Screen on STO3 overflow with hose clamp 

Photograph 33: Well #4 and STO2 

Photograph 34: STO2 vent 

Photograph 35: STO2 vent screen 

Photograph 36: STO2 north access 

Idaho Department of Environmental Quality 
Photographic Documentation for Schweitzer Mountain Resort 
 12
Photograph 37: STO2 ‐ disconnected conduit to north access 

Photograph 38: STO2 overflow 

Photograph 39: STO2 overflow 

Photograph 40: STO2 overflow screen 

Photograph 41: Valve vault near STO2 

Photograph 42: Control building #1 over STO1 

Idaho Department of Environmental Quality 
Photographic Documentation for Schweitzer Mountain Resort 
 13
Photograph 43: Discharge line from STO2 to STO1 

Photograph 44: STO1 access 

Photograph 45: Looking in STO1 access 

Photograph 46: Floor drain in control building #1 

Photograph 47: Disconnected spring in Control Building #1 

Photograph 48: Spare parts in Control Building #1 

Idaho Department of Environmental Quality 
Photographic Documentation for Schweitzer Mountain Resort 
 14
Photograph 49: Booster Station #4 

Photograph 50: Generator for Booster #4 

Photograph 51: Booster Station #4 booster pumps and flow meter 

Photograph 52: Booster pumps in Booster Station #4 

Photograph 53: Booster #4 telemetry controls 

Photograph 54: Booster #4 control panel 

Idaho Department of Environmental Quality 
Photographic Documentation for Schweitzer Mountain Resort 
 15
Photograph 55: STO4 above Booster Station #4 

Photograph 56: 1200 gallon tank access and vent 

Photograph 57: STO4 overflow without screen 

Photograph 58: Booster Station #5 

Photograph 59: Booster pumps in Booster Station #5 

Photograph 60: Booster pumps in Booster Station #5 

Idaho Department of Environmental Quality 
Photographic Documentation for Schweitzer Mountain Resort 
 16
Photograph 61: Control valve and pressure tanks in Booster 
Station #5 

Photograph 62: Pressure gauge and sample tap at Booster Station 
#5 

Photograph 63: Booster #5 telemetry and pump controls 

Photograph 64: Generator for Sky House 

Photograph 65: 17,000‐gallon reservoir for the Sky House 

Photograph 66: STO5 access and vent 

Idaho Department of Environmental Quality 
Photographic Documentation for Schweitzer Mountain Resort 
 17
Photograph 67: STO5 overflow without screen 

Photograph 68: STO5 overflow 

Photograph 69: Culvert collecting STO5 overflow and Booster 
Station #5 floor drain discharge 

Photograph 70: Sky House Restaurant 

Photograph 71: Isolation valves in vault for Sky House 

Photograph 72: Flow meter for the Sky House 

Idaho Department of Environmental Quality 
Photographic Documentation for Schweitzer Mountain Resort 
 18
Photograph 73: Snow making pond 

Photograph 74: Repaired conduit for STO2 (photo submitted by 
Tom Truloc
Photograph 75: Screen installed on STO4 overflow (photo 
submitted by Bob Lesniewsk  
Photograph 76: Screen installed on STO5 overflow (photo 
submitted by Bob Lesniewsk

RESPONSE TO FIRST PRODUCTION REQUEST – EXHIBIT 10
61730.0002.16357580.5
EXHIBIT 10

CUSTOMER NOTICE

See attached.

61730.0002.16173661.1
Schweitzer Water Company
c/o Tom Trulock
165 Village Lane, Suite A
Sandpoint, ID 83864

February 5, 2024

Re: Notice of Change in Ownership of Water Company Operating Assets and Water
Rights

Dear Current Customer of Mountain Utility Company:

As you may have heard, Schweitzer Water Company (f/k/a Husky Water Company), an
Idaho subsidiary company of Alterra Mountain Company (“Schweitzer Water”), has purchased
the assets of Resort Water Co., Inc. doing business as (dba) Mountain Utility Company (“Resort
Water”).
Schweitzer Water has filed an application with the Idaho Public Utilities Commission
(“PUC”) for the issuance of a Certificate of Public Convenience and Necessity to operate the
water system, subject to PUC oversight. You can view a copy of the application on the PUC
website at: https://puc.idaho.gov/case/Details/7230 You may also comment on the application by
accessing the PUC’s website at puc.idaho.gov/Form/CaseComment and filling in the necessary
identifying information or by mailing comments directly to:
Idaho Public Utilities Commission:
P.O. Box 83720
Boise, ID 83720-0074.
When filing comments, please reference Case No. SWC-W-23-01.
As part of its application, Schweitzer Water asserts that the cost of and rates for
supplying water service will not increase by reason of its purchase of Resort Water. Schweitzer
Water also asserts that it will maintain the current expertise, key employees, and licensed
professionals that previously operated Resort Water. Finally, Schweitzer Water asserts that it
will bring additional financial resources to fund future infrastructure needs of the existing water
system.
In addition, this letter is sent to give you written notice, pursuant to Idaho Code § 42-
248(6), that Schweitzer Water Company has purchased the water rights listed in the attached
form Notice. All persons owning any of the land identified as the place of use for these water
rights pursuant to the records of the county recorder are entitled to this notice.
Sincerely,

Schweitzer Water Company

Karen Hamilton-Smith, President
Attachment: Notice of Change in Water Right Ownership

RESPONSE TO FIRST PRODUCTION REQUEST – EXHIBIT 11
61730.0002.16357580.5
EXHIBIT 11

FILED IDWR NOTICE OF CHANGE IN WATER RIGHTS OWNERSHIP

See attached.

61730.0002.16173661.1
Schweitzer Water Company
c/o Tom Trulock
165 Village Lane, Suite A
Sandpoint, ID 83864

February 5, 2024

Re: Notice of Change in Ownership of Water Company Operating Assets and Water
Rights

Dear Current Customer of Mountain Utility Company:

As you may have heard, Schweitzer Water Company (f/k/a Husky Water Company), an
Idaho subsidiary company of Alterra Mountain Company (“Schweitzer Water”), has purchased
the assets of Resort Water Co., Inc. doing business as (dba) Mountain Utility Company (“Resort
Water”).
Schweitzer Water has filed an application with the Idaho Public Utilities Commission
(“PUC”) for the issuance of a Certificate of Public Convenience and Necessity to operate the
water system, subject to PUC oversight. You can view a copy of the application on the PUC
website at: https://puc.idaho.gov/case/Details/7230 You may also comment on the application by
accessing the PUC’s website at puc.idaho.gov/Form/CaseComment and filling in the necessary
identifying information or by mailing comments directly to:
Idaho Public Utilities Commission:
P.O. Box 83720
Boise, ID 83720-0074.
When filing comments, please reference Case No. SWC-W-23-01.
As part of its application, Schweitzer Water asserts that the cost of and rates for
supplying water service will not increase by reason of its purchase of Resort Water. Schweitzer
Water also asserts that it will maintain the current expertise, key employees, and licensed
professionals that previously operated Resort Water. Finally, Schweitzer Water asserts that it
will bring additional financial resources to fund future infrastructure needs of the existing water
system.
In addition, this letter is sent to give you written notice, pursuant to Idaho Code § 42-
248(6), that Schweitzer Water Company has purchased the water rights listed in the attached
form Notice. All persons owning any of the land identified as the place of use for these water
rights pursuant to the records of the county recorder are entitled to this notice.
Sincerely,

Schweitzer Water Company

Karen Hamilton-Smith, President
Attachment: Notice of Change in Water Right Ownership

RESPONSE TO FIRST PRODUCTION REQUEST – EXHIBIT 12
61730.0002.16357580.5

CONFIDENTIAL EXHIBIT 12

COMPANY CORPORATE STRUCTURE

See attached.