20240410FLS to Staff 13_1st Supplemental.pdf

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VUriesday,April 10,202411:03:49 AM
IDAHOPUB IC
UI1UTIESC01VMS40N
Preston N. Carter, ISB No. 8462
Morgan D. Goodin, ISB No. 11184
Givens Pursley LLP
601 W. Bannock St.
Boise, ID 83702
Telephone: [phone]
Facsimile: [phone]
[e-mail]
morgan og odin(i�givenspursley.com
Attorneys for Falls Water Co., Inc.
BEFORE THE IDAHO PUBLIC UTILITIES COMMISSION
IN THE MATTER OF THE APPLICATION Case No. FLS-W-24-01
OF FALLS WATER CO., INC. FOR
APPROVAL OF A REPLACEMENT WELL FALLS WATER CO.,INC.'S FIRST
FOR ITS MORNING VIEW SYSTEM SUPPLEMENTAL RESPONSE TO THE FIRST
PRODUCTION REQUEST OF THE
COMMISSION STAFF
Falls Water Co., Inc. ("Falls Water" or"Company"), in response to the First Production
Request of the Commission Staff to Intermountain Gas Company dated February 26, 2024,
submits the following supplemental response to Production Request No. 13. Responsive
documents are available for download using the link provided in the accompanying email.
DATED: April 10, 2024.
By.
Preston N. Carter
Givens Pursley LLP
Attorneys for Falls Water Co., Inc.
FALLS WATER CO.,INC.'s FIRST SUPPLEMENTAL RESPONSES TO STAFF's FIRST PRODUCTION REQUEST PAGE I OF 2
18295170.1)

CERTIFICATE OF SERVICE
I HEREBY CERTIFY THAT on April 10, 2024, I caused a true and correct copy of the
foregoing to be served upon the following parties as indicated below:
Monica Barrios-Sanchez ® Email
Commission Secretary ❑ U.S. Mail
Idaho Public Utilities Commission ❑ Fax
P.O. Box 83720 ❑ Hand Delivery
Boise, Idaho 83720-0074
monica.barrio s sanchez(&_puc.Idaho.gov
Preston N. Carter
FALLS WATER CO.,INC.'s FIRST SUPPLEMENTAL RESPONSES TO STAFF'S FIRST PRODUCTION REQUEST PAGE 2 OF 2
18295170.1)

(�) NW Natural
Rates & Regulatory Affairs
FLS-W-24-01
In the Matter of the Application of Falls Water Co., Inc. For Approval of a Replacement
Well for Its Morning View System
Data Request Response
Request No.: FLS-W-24-01 IPUC DR 13
Please explain whether the Facility Plan provided in the Application is approved by
IDEQ.
Response:
The Company submitted the Facility Plan earlier this month (March 2024) to IDEQ for
approval, and we expect a response from IDEQ in the coming weeks. The Company
will supplement this response with the IDEQ's response once we receive it.
Supplemental Response:
Please see FLS-W-24-01 IPUC DR 13 Attachments 1 and 2.
Preparer/Responding Witness: Scott Bruce, General Manager, Falls Water Co., Inc.
[phone]
FLS-W-24-01
IPUC Staff PR 13
Pagc 1 of 1

900 N Skyline Drive,Suite B Brad Little,Governor
Idaho Falls, ID 83402 • [phone] Jess Byrne, Director
April 5, 2024
K. Scott Bruce
Falls Water Company
2180 Deborah Dr
Idaho Falls, ID 83401
[e-mail]
Subject: Final Approval—Morning View Water Company Facility Plan, DEQ#24-07-26
Dear Mr. Bruce:
The Idaho Department of Environmental Quality(DEQ) received the final facility plan entitled
"Preliminary Engineering Report& Facility Plan" (Report) submitted to DEQ on March 8, 2024.The
Facility Plan was sealed and signed by Ryan Loftus, PE. DEQ has reviewed the Facility Plan for general
conformance with DEQ Rules'and determined it is approved for implementation.The report contained
general information required for a Preliminary Engineering Report(PER) but did not contain information
to meet the PER requirements for a new source, which are specified in IDAPA 58.01.08.503.03.b.
The next steps towards project implementation is the submittal of supplementary information for the
PER for the new source as identified above, a well site evaluation meeting the requirements of IDAPA
58.01.510, and submittal of well design for construction meeting the requirements of IDAPA 58.01.510.
These may be combined into one or more submittals, but well design will only be reviewed after review
and approval of the PER for the new source and well site evaluation. If the project includes a new
well/pump house or modifications to an existing well/pump house, please include relevant information
for PER requirements specified in IDAPA 58.01.08.503.03.c.
If you have any questions or comments, please contact me at(208) 528-2650 or
[e-mail].
Sincerely,
Tyler Ayers, El
Water Quality Engineer
Attachment: Facility Plan
c: Ryan Loftus, P.E.,Aspen Engineering, [e-mail]
Tony Wise, Falls Water Company, [e-mail]
Carlin Feisthamel, P.E., DEQ Idaho Falls Regional Engineering Manager
'IDAPA 58.01.08—Idaho Rules for Public Drinking Water Systems

(�) NW Natural
Rates & Regulatory Affairs
FLS-W-24-01
In the Matter of the Application of Falls Water Co., Inc. For Approval of a Replacement
Well for Its Morning View System
Data Request Response
Request No.: FLS-W-24-01 IPUC DR 13
Please explain whether the Facility Plan provided in the Application is approved by
IDEQ.
Response:
The Company submitted the Facility Plan earlier this month (March 2024) to IDEQ for
approval, and we expect a response from IDEQ in the coming weeks. The Company
will supplement this response with the IDEQ's response once we receive it.
Supplemental Response:
Please see FLS-W-24-01 IPUC DR 13 Attachments 1 and 2.
Preparer/Responding Witness: Scott Bruce, General Manager, Falls Water Co., Inc.
[phone]
FLS-W-24-01
IPUC Staff PR 13
Pagc 1 of 1

Preliminary Engineering Report
Facility Plan
Morning View Water Company
Jefferson County, Idaho
TONAL
i
APPROVED
8 2 By ryle-r Ayerk
State of Idaho
OF
IOP NDepartmentof Environmental Quality
N LQ�.tJ Date: Ape'05, 2024
PREPARED BY:
ASPEN ENGINEERING, INC.
JANUARY 30, 2024

Contents
Contents .......................................................................................................................................... 2
CHAPTER1 Summary................................................................................................................... 4
Introduction........................................................................................................................... 4
WaterRequirements.............................................................................................................. 4
Supply.................................................................................................................................... 4
Storage................................................................................................................................... 4
Distribution............................................................................................................................ 5
Water Quality and Regulations............................................................................................. 5
Capital Improvement Program.............................................................................................. 5
Recommendations/Conclusions ............................................................................................ 5
CHAPTER2 Introduction............................................................................................................... 6
History................................................................................................................................... 7
CurrentAssets ....................................................................................................................... 7
DEQLoan.................................................................................................................... 8
Operations/Administration.................................................................................................... 8
Rates...................................................................................................................................... 8
CHAPTER 3 Existing System........................................................................................................ 9
Supply.................................................................................................................................... 9
Treatment ............................................................................................................................ 10
PressureZone...................................................................................................................... 10
StandbyPower..................................................................................................................... 11
Storage................................................................................................................................. 11
Security................................................................................................................................ 11
TelemetrySystem................................................................................................................ 11
DistributionSystem............................................................................................................. 12
SewageSystem.......................................................................................................... 12
WaterLosses.............................................................................................................. 12
CHAPTER 4 Water Requirements ............................................................................................... 14
Definitionof Terms............................................................................................................. 14
Demand...................................................................................................................... 14
Consumption.............................................................................................................. 14
PeakingFactors.......................................................................................................... 15
WaterProduction....................................................................................................... 15
PerConnection Demand............................................................................................ 15
"Unaccounted-For" Water......................................................................................... 15
DemandProjections ............................................................................................................ 16
Population Projections............................................................................................... 16
FutureWater Demands.............................................................................................. 16
Morning View Water Company Aspen Eng Job Number 2023.034
PER& Facility Page 2

CHAPTER 5 Water Supply and Storage...................................................................................... 17
WaterRights........................................................................................................................ 17
Water Supply and Storage Requirements............................................................................ 17
WaterSupply Criteria................................................................................................ 17
CHAPTER6 Distribution............................................................................................................. 20
Regulations.......................................................................................................................... 20
Peak Hour Demand Under Normal Operating Conditions.................................................. 20
Maximum Day Demand Under Normal Operating Conditions .......................................... 21
CurrentSystem Evaluation.................................................................................................. 21
WellDesign......................................................................................................................... 21
CHAPTER 7 Water Quality and Regulations............................................................................... 22
Potential Contamination...................................................................................................... 22
PotentialFlooding............................................................................................................... 23
Groundwater Analysis......................................................................................................... 24
GroundWater Levels................................................................................................. 24
SoilConditions .......................................................................................................... 24
CHAPTER 8 Capital Improvement Program ............................................................................... 25
CostEstimating................................................................................................................... 25
DrillWater Supply Well ..................................................................................................... 25
Backup Power Generator .................................................................................................... 25
Schedule .............................................................................................................................. 26
AppendixA: Maps...........................................................................................................................
AppendixB: Water Rights...............................................................................................................
AppendixC: Well Logs...................................................................................................................
Appendix D: Water Production Data...............................................................................................
Morning View Water Company Aspen Eng Job Number 2023.034
PER& Facility Page 3

CHAPTER 1 Summary
Introduction
The Morning View Water Company(MVWC),a subsidiary of Falls Water Co.Inc.,has contracted
with Aspen Engineering to complete a Preliminary Engineering Report and a Facility Plan for the
Morning View water system. This document serves as both reports. This report serves as the basis
of design for modifications.
The findings of this study are summarized below:
Water Requirements
The population serviced by MVWC is approximately 400 people via approximately 138 active
individual connections. Morning View Water Company's historical average daily demand(ADD)
for the years 2021 through 2023 was 125,948 gallons. This water system's main well is located at
3990 E 178 N, Rigby, ID.
Supply
MVWC currently utilizes groundwater as its sole source of water. The groundwater is mainly
supplied by one well. There are two other older wells that produce a very limited amount of water.
Both old wells are located on a single lot and are separated by 100 feet. Aspen Engineering is
proposing that both older wells,known as Wells 1 &2 within the report,be replaced. All the wells
lie within the Company's platted service area. Total pumping capacity of the active production
well is estimated at 940 gpm or 1,353,600 gallons per day, which is about 11 times the system
ADD.
The current firm capacity (largest well out of service) of the Company's production wells is 200
gpm or 288,000 gallons per day. Current firm capacity does not meet PHD or MDD (Peak Hourly
Demand or Maximum Daily Demand) flow requirements, and a backup well is needed
immediately, in the event of a well failure.
Storage
There is no current storage at the Morning View Water system.
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Distribution
The distribution system is composed of both 4 inch and 6-inch main lines. These mains are
exclusively class 200 PVC. Any future expansions should continue to incorporate similar
materials throughout the distribution system. The water system does not have fire hydrants, and
the distribution mains are adequate to supply domestic flows.
Water Quality and Regulations
All of Morning View's water is supplied by groundwater wells. The water quality is good, and
compliance with both State and Federal regulations for contaminants is currently being maintained.
Currently, there is no water treatment provided at the MVWC facilities.
Capital Improvement Program
A new backup well with adequate capacity to meet the firm ADD demand must be planned and
completed as soon as possible. The estimated cost to complete the new well and pump is$235,000.
Additionally, it is recommended that backup power generation be provided for the new well to
prevent depressurization events during power outages. We recommend using a VFD pump
controller on the new well. Leaks in the mainline contribute to significant pumping losses and
should be found and repaired.
Recommendations/Conclusions
Providing and maintaining adequate water supply in the event of a failure in well #3 and
minimizing leaks are the main concern for the MVWC water system. System operating pressures
are currently maintained at about 58 psi. Immediate construction of a backup well is recommended
to ensure adequate water production for the current and future demands.
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CHAPTER 2 Introduction
The Morning View Water Company(MVWC),a subsidiary of Falls Water Company,is a privately
held public drinking water system that is currently regulated by the Idaho Public Utilities
Commission. The system services approximately 138 single family residences in an
unincorporated area of Jefferson County Idaho, near the city of Rigby. The intended purpose of
this report is to provide an assessment of the existing water system and provide recommendations
to maintain and improve the facilities.
The following topics are contained in the report:
• Existing System (Chapter 3)
• Water Requirements (Chapter 4)
• Water Supply and Storage (Chapter 5)
• Distribution(Chapter 6)
• Water Quality and Regulations (Chapter 7)
• Capital Improvement Plan(Chapter 8)
The following acronyms are contained in the report:
• MVWC—Mountain View Water Company
• VFD—Variable Frequency Drives
• ADD—Average Daily Demand
• MDD—Maximum Daily Demand
• MMD—Maximum Month Demand
• PHD—Peak Hour Demand
• EPA—Environmental Protection Agency
• SDWA— Safe Drinking Water Act
• DEQ -Department of Environmental Quality
• IPUC—Idaho Public Utilities Commission
• gpm—Gallons per minute
• gpd—Gallons per day
• mgd—million gallons per day
• cfs—cubic feet per second
• gph—gallons per hour
• cf—cubic foot
• PF MDD—Peaking factor of Maximum Daily Demand
• PF PHD—Peaking factor of Peak Hour Demand
• gpdpc—gallons per day per connection
• USGS—United States Geological Survey
• IDWR—Idaho Department of Water Resources
• psi—Pounds per square inch
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• fps—feet per second
• AACE—American Association of Cost Engineers
• KW-kilowatt
The report covers the current configuration of the water system as well as a projection of three
years from now when the system will likely be finished - i.e. all lots sold and occupied. As a
reference for development time frame, in 2002 the system serviced approximately 65 connections.
As of 2023 there are about 138 connections and only 3 more connections are expected to be added
in the coming years.
History
Since Falls Water acquired MVWC's water system in 2021, water quality has exceeded all
applicable state and federal requirements. MVWC's water system registered number with Idaho
DEQ is: ID7260063.
Current Assets
Current assets of MVWC include three deep wells, a 30' x 32' wood frame pump house, a second
13'x20' wellhouse, and 2.5 miles of distribution lines. Pump house #1 encloses a 40-gallon air
compressor, meters, valves, and piping. The following table presents the various components and
their anticipated useful life and replacement data.
Morning View Water Company- Ca ital Replacement
Item Date Installed Anticipated Life Replacement Replacement
Cycle Date Cost
30 well pump February 2021 15 years 2036 $6,000
10 well pump July 2007 15 years 2022 $4,000
60 well pump August 2014 15 years 2029 $15,000
Motor 2002 10 years 2012 $5,000 Ea
Controllers
Well House#1 1998 40 years 2038 $50,000
Flushing 2007 20 years 2027 $500 Ea
Hydrants
Well House#2 2014 40 years 2054 $40,000
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VFD-ABB 2014 20 years 2030 $12,000
Brand AC 550
VFD-ABB 2014 20 years 2030 $12,000
Brand AC 6500
DEQ Loan
Before it was acquired by Falls Water,MVWC applied for a state-revolving fund loan through the
Idaho DEQ to construct a new well. This well is labeled as well #3 in this report. It was drilled in
August 2014. When MVWC was acquired by Falls Water in 2021, they continued the loan
payment to Idaho DEQ. The original loan started on February 7, 2017, and was $462,969.38. It is
to be paid back at an interest rate of 1.25% semiannually with payments of$9,277.77. Falls Water
has taken responsibility for the loan.
Operations/Administration
Falls Water maintains an office located at 2180 N Deborah Dr, Idaho Falls, ID 83401. The office
handles billings, customer service, complaints, notifications to its customers and correspondence
with DEQ and the Idaho Public Utilities Commission(IPUC).
Operations plans include a daily check of the well house with written record keeping of water
pressure,pressure tank air levels, flow rate and flow totalization.
Rates
As shown in the table below, customers pay a flat rate according to the size of the lot being
serviced. One acre lots are charged $65.50/month, one-half acre lot fees are $60.00/month and
quarter acre lots fees are $50.00/month. The first 11,000 gallons used in the first-tier block are
included in the monthly minimum charge. The second-tier usage charge is $0.64 per 1,000 gallons
for the next 22,000 gallons used. For usage above 33,000 gallons, the third-tier rate is $1.439 per
1,000 gallons.
Gallons
New in Gallons
Approved First Gallons Second Second Third in Third
Monthly Tier in First Tier Tier Tier Tier
Minimum Block Tier Block Block Block Block
Meter Size Charge Rate Block Rate Next Rate (Over)
MV .25 Acre-3/4" & 1" $50.00 $0.00 11,000 $0.640 22,000 $1.439 33,000
MV .50 Acre-3/4" & 1" $60.00 $0.00 11,000 $0.640 22,000 $1.439 33,000
MV 1.0 Acre-3/4" & 1" $65.50 $0.00 11,000 $0.640 22,000 $1.439 33,000
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CHAPTER 3 Existing System
The existing MVWC water system includes three wells and approximately 11,000 feet of six-inch
diameter class 200 PVC water main. 2,300 feet of four-inch diameter, class 200 PVC is also
included on the system. A map of the system and its features is shown in Appendix A:
Maps.
The current service area for the MVWC includes 109 acres located in the Morning View Acres
Divisions 1, 2, 3, and 4. Division No. 1 of Country Grove Estates Mobile Home Subdivision is
also included in the system. There are currently 138 connections to single family residences.
Residences include site constructed homes (stick built), mobile trailer homes, and manufactured
homes on permanent foundations.
Lot sizes range from one quarter of an acre to just over one acre in area. The smaller lots are
typically occupied by either mobile trailer houses or manufactured homes. Stick built single family
residences generally occupy the larger lots.
Future growth within the existing service area boundary will include water service connections to
3 lots in the stick-built divisions.This will make a total of 141 individual connections to the system.
It is estimated that the system will be fully developed within the next three years.
Supply
Well 1 —Prior to drilling Well #3, this well was the main production well for the MVWC water
system. Well#1 is a 12-inch diameter well and is approximately 120' deep. The well is located on
"well lot #1" at the northwest corner of Division No. 3. The well lot comprises 1.64 acres. The
well log shows it was completed in July 1996 and is cased to a depth of 118 feet. This well has
not been pump tested and the actual well capacity is unknown. Currently a 30-horsepower
submersible pump is installed in the well. This well is currently used only as a backup well as it
discharges too much sand and is not deep enough into the earth to be a functioning production
well. Aspen Engineering recommends that this well be abandoned, after construction of the
replacement well.
Well 2 - The old backup well is a six-inch diameter well that is 120 feet deep. According to the
well log,this well has a surface seal 18 feet deep and was constructed in June 1986. No pump test
data is available and a 10 horsepower submersible pump services the well. This well does not
produce enough water to be a significant resource and is only used as an emergency source.
Well 3 - The main well for the MVWC water system is a 12-inch diameter well approximately
176' deep. The well is located on "well lot" at the southwest corner of Block No. 3. The second
well lot comprises 0.354 acres. The well log for this well shows it was completed in August 2014
and is cased to a depth of 154 feet. This well has been pump tested and the actual well capacity is
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940 gpm. Currently a 60-horsepower submersible pump is installed in the well.
Wells 1 and 2 feed into a single pump house via separate pitless adapters and buried six-inch
diameter pipes. Wells 1 and 2 are both equipped with ABB VFD pump controllers.
Well 3 and well house 2 are located on the south-west well lot of morning view acres #4. Well 3
is equipped with an ABB brand VFD pump controller. The well house is 13'x20', has a 6" pipe
system, and contains a backup generator.
Water quantities are monitored using a totalizer/flow meter located in each pump house. The
meters read the instantaneous flow through the meter as well as providing the total quantity passing
the meter (totalizer). Wells 1 and 2 were run through a single meter, Well 3 has its own meter,
and after abandoning Wells 1 and 2, Well 4 will use that meter. After this upgrade each operating
well will have its own meter. The water quality of well #3 currently meets drinking water
regulations. Chapter 7 includes dialog of compliance with drinking water regulations.
Treatment
Well 3 doesn't require any treatment. For wells 1 and 2 the only treatment currently in operation
is to separate sand from the well production water. The sand separator consists of a centrifugal
type separator with raw water being fed into the unit, centrifugal action then separates the heavier
sand particles which fall to the bottom of the unit and treated water is returned to the top of the
unit and put into the distribution system. The unit operates manually, and the only maintenance
required is to purge the solids from the bottom chamber of the unit on a periodic basis. A
determination of how often this is required can be made by flushing the solids into a bucket and
then measuring the amount of sand produced per unit of water. It is likely the unit will operate at
peak efficiency with only weekly or bi-weekly purging. No other treatment or treatment
equipment is provided or necessary.
For emergency circumstances manual dosing of the individual wells would be required to treat a
bacteriological outbreak, should one occur. The water company may want to purchase an
emergency chlorination system to provide emergency disinfection capabilities.
Pressure Zone
The entire system is served by a single pressure zone. System pressures throughout the
development are established by the VFD setting at each of the pump house buildings. The pressure
settings have been adjusted to operate near 58 psi. This pressure is measured at the pump building
and customer pressures at the point of use will vary due to friction losses and the variation in
demand especially during peak demand hours. The pressure settings at the pump building can be
adjusted to provide a two-pound differential.
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Based on the information obtained from pressure monitoring, the system consistently operates
above the minimum pressure of 40 psi.
The current system includes variable frequency drives (VFD)that are installed in the pump house
for each of the submersible well pumps. Each VFD can be set to maintain 60 psi and so long as
the pumps can keep up with demand, operating pressures currently remain constant within plus or
minus 3-4 psi.
Standby Power
Currently there is standby power or emergency power generation equipment at the MVWC system
for the main well#3 in use. The proposed backup well should also have standby power in the event
of an area wide power failure.
It was estimated by MVWC personnel that power outages account for system shutdown 3-4 times
per year. Typically, outages occur during strong weather events such as high winds or heavy
thunder showers.
Storage
There are currently two Xtrol 350 bladder tanks in well house #1. However, these two tanks are
required for proper operation of the VFDs, do not provide a significant amount of storage, and are
not available as storage for customer needs. There are no plans for water storage at MVWC.
Security
Both existing well houses have fences with barbwire, lighting, and water system alarms. They are
maintained and no issues have been reported. As there have been no issues, there are no
improvements suggested for the security of this system.
Telemetry System
Telemetry at the MVWC water system is a Missions Communications 123 system. The three wells
are operated by electronic pressure transducers located in the pump houses. There are no required
or recommended system controls improvements at the time of this report.
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Distribution System
Water distribution for the Morning View system includes approximately 11,000 feet of six-inch
pipe and 2,300 feet of 4"pipe. All the pipe consists of class 200 polyvinyl chloride(PVC). A map
of the existing water distribution system, including pipe sizes, is presented in Appendix A:
Maps. Flushing hydrants at the three dead end locations have been installed. There are no fire
hydrants on the system.
Service connections are exclusively one inch and are typically polyethylene. There are seventeen
control valves within the distribution system, four of which are four-inch valves controlling flow
to the two four-inch diameter loops - one at the east end of the system and the other from the two
cul-de-sacs on 3950 East. The maximum number of residents on one continuous, isolatable loop
is at 178 North where there are 32 trailers on one loop. Generally, there are adequate valves to
isolate ten to twelve homes without interrupting the water service to others. Each home is metered,
and the water usage is recorded for each home, clients are then billed accordingly.
Periodic flushing of the dead-ends should be completed. A written plan identifying when each
location is/was flushed and the results of the flushing (i.e. water conditions, turbidity, etc.) should
be included in the operations. Dead end mains should be flushed at least twice per year.
Cross-connection contamination of the distribution system is controlled using backflow prevention
devices, generally consisting of a Pressure Vacuum Breaker (PVB) assembly or other approved
back-flow prevention device. Check devices are required to be inspected and tested after the initial
installation with written verification given to either the owner/operator or the office manager.
Periodic testing of the valves is not currently part of the operation plan and should be implemented.
The cost of testing each device should be charged to the homeowner. Records showing the location
of the device, along with the test date and results should be kept on a master plan at the office.
The proposed cross connection control plan has been submitted to DEQ.
Sewage System
Regarding the sewer system, all homes within MVWC are on private septic systems with
individual drain fields located on each lot. Interference with the water system has not been
experienced and no contamination issues have been reported. Connection to the City of Rigby
sewer collection system could be explored if water quality problems are encountered.
Water Losses
Recently there has been a leak that is being investigated by Falls Water, the parent company of
MVWC, as the water losses have been about 60% during non-irrigation season and about 20%
losses during irrigation season. Due to these significant losses, we recommend using and/or
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obtaining sonar tracking equipment to help with leak detection and repair. The equipment is
portable and could be used at each of the company's water systems.
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CHAPTER 4 Water Requirements
This chapter summarizes the current water system demands and projects future water use for 3 and
20-year planning horizons. This includes a description of historical water use and forecasting
estimates developed to project future water use.
Definition of Terms
Demand
Demand refers to the total system demand,which is that quantity of water obtained from the water
supply source during a given time period required to meet the needs of domestic use, lawn
irrigation, system losses, and miscellaneous applications. Demands are normally discussed and
quantified in terms of flow rates, such as gallons per minute(gpm)or gallons per day(gpd). Flow
rates can be described in any terms involving a given volume of water delivered during a specific
time. Flow rates pertinent for the analysis and design of water systems are as follows:
Average Day Demand(ADD): the total volume of water delivered to the system in a year, divided
by 365 days.
Maximum Month Demand (MMD. the average rate of water delivered to the system during the
month of greatest demand during the year.
Maximum Day Demand(MDD):the rate of water delivered to the system during the day of highest
demand during the year.
Peak Hour Demand (PHD): the rate of water delivered to the system during the hour of highest
demand during the year.
These demands are typically presented in units of mgd. The following conversion factors may be
used to express rate of demand in other terms:
1 mgd= 694 gpm= 1.55 cubic feet per second(cfs)
1 gpm= 60 gallons per hour(gph) = 1,440 gpd
1 cfs=450 gpm=0.648 mgd
Volumetric conversions are:
1 cubic foot(cf) =7.481 gallons (gal)
1 gallon= 0.134 cubic feet(cf)
The concept of per capita demand provides a convenient method of comparing water use by
different water systems or areas served by the system. The per capita demand is obtained by
dividing the total system demand by the total population served. Differences in climate, type of
development, and water use trends influence the per capita demand for different water systems.
Consumption
Consumption refers to the actual volume of water used by customers measured at their connections
to the water distribution system. Consumption is typically measured in gallons.
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Peaking Factors
The relationships between the ADD and other demand parameters, such as the MDD, MMD, and
PHD,are expressed as peaking factors.Typical peaking factors include the ratios of MDD to ADD,
MMD to ADD, and PHD to ADD.
Water Production
Available historical water production data is presented in Appendix D:
Water Production Data. The available historical data includes limited readings for both Well 1, 2,
and 3 during the period.
TABLE 4-1 Average Day Demand - ADD for orning View Water Company
Year ADD (gallons)
2021 129,926
2022 130,462
2023 ear to date 117,458
Based on historical averages from Table 4-1,a MDD (PF MDD)peaking factor of 3.0 will be used
in this study. A value of 5.0 will be used as the PHD peaking factor(PF PHD).
Per Connection Demand
The population serviced by MVWC is approximately 400 people via approximately 138 active
individual connections. Morning View Water Company's historical average daily demand(ADD)
for the years 2022 through 2023 was 124,000 gallons.
Morning View's customer base is exclusively residential. Given the rather insignificant demand
currently exerted by other uses, future water demand is estimated in this report solely on the
residential growth projected for the area.
"Unaccounted-For" Water
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"Unaccounted-for"water is the difference between the volume of water produced and the volume
of water sold to customers. Unaccounted-for-water in a metered community is typically the result
of system leakage or unmetered customers.
Demand Projections
Population Projections
Land uses surrounding the MVWC system are generally residential, single-family homes. The
area immediately south of the platted subdivision has been platted and developed as single-family
homes with individual wells. Immediately north is developed land and a public elementary school
that has been connected to city water lines. To the east, the ground has been subdivided into
residential lots, but infrastructure and homes have not been constructed. MVWC is focused on
servicing current customers and the 3 potential connections located within the current service area.
To the west of the trailer home area is some undeveloped land. If it is developed, MVWC would
be interested in supplying their services to the new homes. The possible expansion of the service
area to the east or west would require drilling of a new well. Under the current system layout, it
has been estimated that a maximum additional three stick-built homes may be added to the system
as the remainder of the lots are sold and built on in Divisions one through three of Morning View
Acres. This will increase the total number of connections to 141 for the entire system. No other
growth has been estimated.
Future Water Demands
Currently, the MVWC system accommodates about 400 people via 138 connections. Ultimately
it is conceived that the state average of 2.9 people per connection will be served via the same 138
connections plus 3 more lots in the stick-built homes making a total of 141 connections and 409
people. It is anticipated that the 3 additional lots will be built out by the end of the year in 2026 -
three years from now. Producing the following results which are expected to stay the same over
the coming years:
Current Estimated
ADD = 124,000 gpd
MDD= 399,200 gpd
PHD =496,000 gpd
While these projected water demands provide a basis for planning purposes and are used in other
portions of this report, they must be considered estimates. If growth from outside development is
allowed,then significant increases from the predicted annual rates will occur and demands will be
much higher than predicted. Unit demand patterns may also change, and these patterns would
influence water needs for the community. Therefore, the projected demands should be compared
each year to actual demands. The timing for recommended improvements can then be adjusted as
needed.
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CHAPTER 5 Water Supply and Storage
Topics covered in this chapter include water rights,and anticipated water supply and storage needs.
Water Rights
Table 5-1 contains water rights information for the MVWC. Refer to Appendix B:
Water Right for a copy of the current water rights information. A water right permit is the
authorization necessary from the Idaho Department of Water Resources (IDWR) to begin
construction of withdrawal facilities and begin using water. A license is only issued once water
has been used and documentation of use is submitted and approved by IDWR. A water rights
permit does not guarantee water for the appropriator. A decreed right is a water right that has been
adjudicated by the court. Under the prior-appropriation doctrine, the water right authorizes
diversions of water only to the extent that water is available.
TABLE 5-1
Morning View Water Com an - Water Rights
Source Pumping Priority Date Right No. Stage Water Right
Rate m cfs m
Groundwater 600 10/10/1995 25-7593 License 0.79 355
Groundwater 250 09/04/2007 25-14199 License 0.83 373
Groundwater 1 150 07/06/2009 25-14236 License 0.25 (112
Water Supply and Storage Requirements
Currently there is no storage provided in the MVWC system. Wells #1 and #2 are no longer
functioning, and well#3 is providing flow to the community. A new backup well is needed.
Water Supply Criteria
The following is a list of key criteria outlined in the Idaho Rules for Public Drinking Water
Systems used to determine the timing and development of new water supply wells, storage, and
emergency power generation capability for the MVWC water system.
• The water system must have a sufficient number of water supply wells with backup power
to satisfy ADD or emergency storage equal to one days ADD.
• The water system must have enough firm pumping capacity to satisfy MDD.
• Firm pumping capacity combined with additional storage must be sufficient to supply Peak
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Hour Demand.
• Total system capacity including supply and storage must be sufficient to meet MDD while
maintaining a 40-psi residual throughout the system.
In this report, firm pumping capacity is defined as the production capacity of the water supply
wells in the system with the largest well out of service.
This chapter explores these criteria using the water demand projections listed above, to determine
the capital improvements needed for the water system during the 3-year and 20-year plan horizons.
Criterion 1: Firm Well Production Capacity Required to Satisfy MDD
The first criterion involving MDD during the 20-year planning period is used to determine well
supply requirements for the Morning View water system.
The current well pumping capacity totals approximately 940 gpm or 1,353,600 gpd. However, if
a malfunction of well #3 occurs which solely produces this water occurs, no water will be
produced. So, a backup well needs to be implemented.
Criterion 1 Summary: Anticipated Firm Capacity Requirements to Satisfy MDD
The Company will need to construct a new backup well immediately with a capacity of nearly 600
gpm like Well #3.
Criterion 2: Emergency Power Required to Satisfy ADD
The second criterion involving ADD is used as a means of determining the emergency power
requirements for the MVWC water system.
A comparison of the available supply capacity of Well 3 (720,000 gpd), which is equipped with
backup power, shows that the MVWC water system currently does not have backup power to
supply ADD requirements now or for the projected 20-year horizon. An option to include backup
power for the new well#4 could be beneficial.
Criterion 2 Summary: Anticipated Emergency Power Requirements
Emergency backup power is necessary to maintain the required minimum 20 psi. Idaho DEQ
requires substantial sampling if a loss of pressure event occurs. Loss of pressure is defined by
DEQ as any pressure less than 20 psi under emergency operations and less than 40 psi under
normal operating conditions.
Criterion 3 Well Capacity and Storage Must Satisfy PHD
The following is a list of assumptions that are used to calculate required well capacity and storage
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volume required under these criteria:
• The PHD must be supplied for up to 8 hours.
• Firm well capacity is not less than MDD.
Well 3 has adequate capacity to meet current demand, but a backup well is needed immediately.
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CHAPTER 6 Distribution
This chapter describes the capacity of MVWC's water distribution system. The distribution system
was evaluated under existing and future conditions.
Regulations
The Idaho DEQ has regulatory authority over public water systems in Idaho. In general, DEQ's
rules govern the quality of water distributed,but not the manner in which it is distributed.However,
the rules do contain basic construction standards and some of these apply to distribution systems.
Significant rules for the distribution system analysis are summarized as follows:
• Distribution piping and the supply system shall be designed and installed so that the
pressure measured shall not be reduced below 40 pounds per square inch (psi) during
maximum hourly demand conditions.
• Distribution piping and the supply system shall be designed and installed so that the
pressure measured shall not be reduced below 20 pounds per square inch (psi) during
maximum hourly demand conditions (including fire flow).
• Wherever possible, dead ends shall be minimized by looping. Where dead ends are
installed, blow-offs of adequate size shall be provided for flushing.
• Wherever possible,booster pumps shall take suction from reservoirs to avoid the potential
for negative pressures on the suction line, which could result when the pump suction is
directly connected to a distribution main. Pumps that take suction from distribution mains
shall be provided with a low-pressure cutoff switch on the suction side set at no less than
5 psi.
Peak Hour Demand Under Normal Operating Conditions
The PHD condition represents the average demand rate during the highest hour of water use for
the entire year. This is an extreme condition,but one that the system must be able to supply. Since
PHD has been estimated according to projected growth, the actual occurrence in the system may
be higher. It is also true that demands greater than MDD and approaching the peak hour value will
occur several times during a year.
The estimated 2023 PHD for the system is 496,000 gpd. PHD can be provided in the system with
adequate pressures (Adequate means that pressures are maintained above 40 psi). Pressures under
the current PHD can be maintained above 40 psi. As water demand increases under peak
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conditions,pipeline velocity can begin to be a problem; however,no pipes in the system exhibited
velocities significantly greater than 4 fps. In summary, no deficiencies were identified under the
current PHD.
Maximum Day Demand Under Normal Operating Conditions
The MDD condition represents the average demand rate over the highest day of water use during
the entire year. The water system must be designed to equal or exceed the MDD on a firm capacity
basis. When MDD is modeled under normal operating conditions, the distribution system can
provide water at adequate pressures.
The estimated MDD for 2023 is 399,200 gpd. No pipeline velocities greater than 4 fps were
identified and system pressures should remain above 40 psi.
Current System Evaluation
Based on the information given by the operator and observation at the pump building the system
appears to be capable of producing the required flow at adequate pressures. It is recommended to
monitor pressures for any location experiencing low pressure again during the 2023 irrigation
season.
Well Design
Information about well#4 and its design will be included in a future document about the design of
well#4.
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CHAPTER 7 Water Quality and Regulations
This chapter includes relevant water quality regulation information for MVWC's reference, with
an accompanying description of how pertinent regulations affect the administration and operation
of the system. Surface water regulations are not discussed, as it is not anticipated that Morning
View will be utilizing surface water to meet current or future demands. The nearest surface water
body is an irrigation canal located south of Morning View about 1,170 ft. In addition, there is no
expectation that this improvement will affect the watershed or other water cycle operations.
As discussed in previous chapters, the water system relies solely on groundwater as its source of
water. Generally, the quality of the groundwater is good, meeting current Federal- and State-
established regulatory limits for inorganic chemicals (IOCs), synthetic organic compounds
(SOCs), volatile organic chemical (VOCs), lead and copper, co 1 iform, arsenic, and fluoride.
We will screen the new well, so the use of a sand separator is not anticipated.
Potential Contamination
As seen in Figure 1 Nitrate Area's and in Figure 2 Nitrate Impacted Wells there are no causes of
concern for contamination currently. Historically there are no causes for concern either. The area
around all wells is fenced in and exceeds requirements by code.
20 r
0.01 mglL
+ 1.4 myfL{'
0.'01 m8lL r
1.05 mXFO
gfL A + '
Rol;:• K #Jf'�t.:�.���a � '�
�T 1
Figure 1 Nitrate Area's
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�
�� y� T
Locate nitrate impacted wells(,9.95 mg/L)within 2000 ft of a
L place or address.
3990 E 178 N.RgDy.ID X q
,~ Features within 2000 ft:
J Nitrate Impacted Wells:0
Your Location is not within 2000 ft of a Nitrate priority Area
IS.ore Inl�m Into
Figure 2 Nitrate Impacted Wells
It can be seen from Figure 3 Recorded Testing of Contaminants that there have been no reported
issues with contaminants in the last few years. These tables were taken from Idaho DEQ's
website "Drinking Water Branch". MVWC's ID number in the record is: ID7260063. MVWC is
in compliance with all drinking water requirements.
4010 02NMIXED—IL.M.26a 28) vull Y \m1 1000000000 PCLl 01-01-2017 12-31.2022
4020 n.M.226 w0 Y \m1 ]000000000 PCIL OIAI.2017 12-31.2022
'30 II.M-228 vv0 Y \m1 IOOOOOOOOO M1 01-01-2017 12-31-2022
1
1005 SE\7C aWl \ \DO- OE-9 0.001 MGL 01-01-2020 1.31:022
1010 PARIUM ouu . \ML OE-9 0.061 MO 0141-2020 12-31 022
1015 AD\IILIf nuU Y \mL OE-9 01-01-2020 12-31-'0:'
1020 \GL'M vv0 Y \m1 OE-9 0141-2020 12.31.2022
1025 I:ORIDE nu0 K NIRL OE-9 OJ MGL 0141-2020 1_31-2022
1035 CLRY vv0 Y \IDL OE-9 0141-2020 12-31-2022
1036 VICEL null Y \mL OE-9 01-01-2020 12-31-2022
I045 ELE\7n i w0 Y \mL OE-9 0141-2020 12-31-2022
1052 ODIUM vv0 N MRL OE-9 10.6 MGL 01-01.20.10 1231.2022
107J 4.1-MIO\Y.TOTAL vv0 Y \m1 OE-9 O]-01-20-0 12-31-101,
10-5 ER}L..1 TOTAL vu0 }- .1 3-9 01-01-2020 2-31-2022
TOSS i1L117\1,TOTAL I ull I Y I \m1 I OE-9 1 1 01-01-2020 1231-2022
Peiid
I.
IOJO rMILATE I null I Y I \mi OE-9 01-0I-2023 12 31 202i
I
1040 PUPATE mtl Y \O0L OE-91 0141-2023 112-31-2023
Figure 3 Recorded Testing of Contaminants
Potential Flooding
For all wells the well casing extends 12" above ground elevation supporting IDAPA rules. If
there is a flood of greater magnitude, there would be issues.
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Groundwater Analysis
The purpose of this section is to show that the groundwater and geographically related areas have
been considered.
Ground Water Levels
As seen in Appendix C:
Well Logs, the static water level for the well currently in use (Well#3) is 20 ft below the ground.
As there are no subsurface structures the water elevation was found to be 4840 ft.
Soil Conditions
The soil is an alluvial deposited gravel, it is suitable for building on, and there are no concerns
from Aspen Engineering regarding the soil at MVWC for construction purposes.
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CHAPTER 8 Capital Improvement Program
Recommended improvements from previous chapters are shown below and summarized in this
chapter, along with estimates of costs.
Cost Estimating
Cost estimates for proposed improvements presented are Order-of-Magnitude cost estimates. The
American Association of Cost Engineers (AACE) defines Order-of-Magnitude cost estimates as
estimates made without detailed engineering data. These estimates may be developed using cost
curves, scale-up or scale-down factors, or an approximate ratio. AACE defines the accuracy for
this level of estimate as plus 50 percent to minus 30 percent.
The cost estimates presented below have been prepared for guidance in project evaluation and
implementation from the information available at the time of the estimate. The final costs of the
project will depend on actual labor and material costs, competitive market conditions, final project
costs, implementation schedule and other variable factors. As a result, the final project costs will
vary from the estimate presented herein.Because of this,project feasibility and funding needs must
be carefully reviewed prior to making specific financial decisions to help ensure proper project
evaluation and adequate funding.
Drill Water Supply Well
The cost to drill a new well assumes 12-inch diameter open hole production well 240 feet deep.
The estimate includes costs for a pilot hole and final production well, and assumes the Company
owns the well lot. A 30 percent allowance for contingency, engineering, administration, and legal
cost is included in the estimate. The estimated cost to drill a new water supply well is $23,000.
Backup Power Generator
Natural gas or diesel generated power to run the submersible pump and controller at the pump
building will require an 80 to 100 KW generator. Anticipated cost for purchase and installation of
the generator including concrete pad and weather enclosure is $50,000.

Schedule
The anticipated construction schedule will be based on obtaining adequate funding. The time
frame begins when funding is implemented with the following milestones:
• 45-60 days complete design.
• 20-30 days DEQ review of design
• 7-15 days Comment Resolution
• 15-28 days contractor bidding process
• 30-45 days drilling of new well
• 7-10 days well testing(well capacity pumping test)
• 7-10 days set pump/electrical connection

Appendix A:
Maps

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259.30 250.99 250.99 250.99 262.87
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200 NORTH 1086' 261.72' 200 NORTH
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001 036 035 034 Well Lot EX ST. WELL #2002 003 004 005 001 008 007 E
EXIST. WE L #1
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Appendix B :
Water Right

Water Right Report : 25-7593( License/Active)
Water Right Owners
Owner Type Name Address City State Postal Code
Current Owner FALLS WATER CO INC 2180 N DEBORAH DR IDAHO FALLS ID 83401-6223
Original Owner MORNINGVIEW WATER CO INC PO BOX 598 RIGBY ID 83442
Water Right Status
Priority Date:10/10/1995
Basis:License
Status:Active
Water Source
Source Source Qualifier Tributary Tributary Qualifier
GROUND WATER
Points Of Diversion (Location)
Source Township Range Section Govt.Lot QQQ QQ Q County Diversion Type
GROUNDWATER 04N 39E 30 0 NW NE JEFFERSON
GROUND WATER 04N 39E 30 0 NW NE JEFFERSON
Water Uses
Beneficial Use From To Diversion Rate Volume
IRRIGATION 04/01 10/31 0.46 CFS 92.00 AFA
DOMESTIC 01/01 12/31 0.33 CFS 28.80 AFA
TOTAL 0.79 CFS 120.80 CFS
Places of Use
Place of Use Legal Description : IRRIGATION (JEFFERSON county)
Township Range Section Lot QQQ QQ Q Acres
04N 39E 30 NE NE 9
04N 39E 30 NW NE 14
Place of Use Legal Description : DOMESTIC (JEFFERSON county)
Township Range Section Lot QQQ QQ Q Acres
04N 39E 30 NE NE
04N 39E 30 NW NE
Irrigation Totals
Total Acres Acre Limit
23.00
Conditions
Code Condtions

R05 Use of water under this right will be regulated by a watermaster with responsibility for the distribution of water among appropriators within a
water district.At the time of this approval,this water right is within State Water District No.120.
X35 Rights 25-14199 and 25-7593 when combined shall not exceed a total diversion rate of 0.83 cfs for in-house non-consumptive purposes and
0.46 cfs and 92 afa for the irrigation of 152 lots.
132 Domestic use is for 48 homes.Irrigation of lawn,garden and landscaping associated with the home is authorized under the irrigation
component of this right.
X60 Place of use is located within Morningview Subdivision.
004 The issuance of this right does not grant any right-of-way or easement across the land of another.
048 The use of water under this right shall not give rise to any claim against the holder of a senior water right based upon the theories of
forfeiture,abandonment,adverse possession,waiver,equitable estoppel,estoppel by laches or customary preference.
R64 This right when combined with all other rights shall provide no more than 0.02 cfs per acre nor more than 4.0 afa per acre at the field
headgate for irrigation of the place of use.
Dates Other Information
Licensed Date:1/31/2012 State or Federal:
Decreed Date: Water District Number:120
Permit Proof Due Date:7/1/1994 Generic Max Rate Per Acre:0.02
Permit Proof Made Date:10/10/1995 Generic Max Volume Per Acre:4
Permit Approved Date:7/15/1991 Civil Case Number:
Permit Moratorium Expiration Date: Decree Plantiff:
Enlargment Use Priority Date: Decree Defendant:
Enlargement Statute Priority Date: Swan Falls Trust or Nontrust:T
Application Recevied Date:5/14/1991 Swan Falls Dismissed
Protest Deadline Date: IDLE Act Number:
Cary Act Number:
Mitigation Plan:False
IDAHO DEPARTMENT OF WATER RESOURCES 1/29

Water Right Report : 25-14199( License/Active)
Water Right Owners
Owner Type Name Address City State Postal Code
Current Owner FALLS WATER CO INC 2180 N DEBORAH DR IDAHO FALLS ID 83401-6223
Original Owner MORNINGVIEW WATER CO INC PO BOX 598 RIGBY ID 83442
Water Right Status
Priority Date:9/4/2007
Basis:License
Status:Active
Water Source
Source Source Qualifier Tributary Tributary Qualifier
GROUND WATER
Points Of Diversion (Location)
Source Township Range Section Govt.Lot QQQ QQ Q County Diversion Type
GROUNDWATER 04N 39E 30 0 NW NE JEFFERSON
GROUND WATER 04N 39E 30 0 NW NE JEFFERSON
GROUND WATER 04N 39E 30 1 NW NW JEFFERSON
Water Uses
Beneficial Use From To Diversion Rate Volume
DOMESTIC 01/01 12/31 0.83 CFS 156.00 AFA
TOTAL 0.83 CFS 156.00 CFS
Places of Use
Place of Use Legal Description : DOMESTIC (JEFFERSON county)
Township Range Section Lot QQQ QQ Q Acres
04N 39E 30 NE NE
04N 39E 30 NW NE
04N 39E 30 NE NW
04N 39E 30 1 NW NW
Conditions
Code Condtions
X01 Domestic use is for 130 homes.
X35 Rights 25-14199,25-14236 and 25-7593 when combined shall not exceed a total diversion rate of 0.83 cfs for in-house non-consumptive
purposes for 152 homes,and 0.46 cfs and 92 AFA for the irrigation of 152 lots.
R05 Use of water under this right may be regulated by a watermaster with responsibility for the distribution of water among appropriators within
a water district.At the time of this approval,this water right is within State Water District No.120.
213 Upon specific notification of the Department,the right holder shall install and maintain data loggers to record water usage information at the
authorized point(s)of diversion in accordance with Department specifications.

212 Prior to diversion and use of water under this right,the right holder shall install and maintain acceptable measuring device(s)at the
authorized point(s)of diversion,in accordance with Department specifications.
070 The irrigation occurring under this domestic use shall not exceed 1/2 acre within each platted subdivision lot upon which a home has been
constructed.This right does not provide for irrigation of common areas or for irrigation of lots upon which homes have not been constructed.
071 The domestic use authorized under this right shall not exceed 13,000 gallons per day per home.
Dates Other Information
Licensed Date:6/25/2020 State or Federal:
Decreed Date: Water District Number:120
Permit Proof Due Date:11/19/2022 Generic Max Rate Per Acre:0
Permit Proof Made Date:5/8/2020 Generic Max Volume Per Acre:0
Permit Approved Date:1/22/2010 Civil Case Number:
Permit Moratorium Expiration Date: Decree Plantiff:
Enlargment Use Priority Date: Decree Defendant:
Enlargement Statute Priority Date: Swan Falls Trust or Nontrust:T
Application Recevied Date:7/31/2007 Swan Falls Dismissed
Protest Deadline Date:9/24/2007 IDLE Act Number:
Cary Act Number:
Mitigation Plan:False
IDAHO DEPARTMENT OF WATER RESOURCES 1/29

Water Right Report : 25-14236( License/Active)
Water Right Owners
Owner Type Name Address City State Postal Code
Current Owner FALLS WATER CO INC 2180 N DEBORAH DR IDAHO FALLS ID 83401-6223
Original Owner MORNINGVIEW WATER CO INC PO BOX 598 RIGBY ID 83442
Water Right Status
Priority Date:7/6/2009
Basis:License
Status:Active
Water Source
Source Source Qualifier Tributary Tributary Qualifier
GROUND WATER
Points Of Diversion (Location)
Source Township Range Section Govt.Lot QQQ QQ Q County Diversion Type
GROUNDWATER 04N 39E 30 0 NW NE JEFFERSON
GROUND WATER 04N 39E 30 0 NW NE JEFFERSON
GROUND WATER 04N 39E 30 1 NW NW JEFFERSON
Water Uses
Beneficial Use From To Diversion Rate Volume
DOMESTIC 01/01 12/31 0.25 CFS 12.00 AFA
TOTAL 0.25 CFS 12.00 CFS
Places of Use
Place of Use Legal Description : DOMESTIC (JEFFERSON county)
Township Range Section Lot QQQ QQ Q Acres
04N 39E 30 NE NE
04N 39E 30 NW NE
04N 39E 30 NE NW
04N 39E 30 1 NW NW
Conditions
Code Condtions
132 Domestic use is for 10 homes.
Water rights 25-14236,25-14199,and 25-7593 shall not exceed a diversion rate of.83 cfs for in-house non consumptive domestic purposes
for 152 homes,and.46 cfs,and 92 AFA for the irrigation of 152 lots.
R05 Use of water under this right will be regulated by a watermaster with responsibility for the distribution of water among appropriators within a
water district.At the time of this approval,this water right is within State Water District No.120.
213 Upon specific notification of the Department,the right holder shall install and maintain data loggers to record water usage information at the
authorized point(s)of diversion in accordance with Department specifications.

212 Prior to diversion and use of water,the right holder shall install and maintain acceptable measuring device(s)at the authorized point(s)of
diversion,in accordance with Department specifications.
070 The irrigation occurring under this domestic use shall not exceed 1/2 acre within each platted subdivision lot upon which a home has been
constructed.This right does not provide for irrigation of common areas or for irrigation of lots upon which homes have not been constructed.
071 The domestic use authorized under this right shall not exceed 13,000 gallons per day per home.
Dates Other Information
Licensed Date:6/25/2020 State or Federal:
Decreed Date: Water District Number:120
Permit Proof Due Date:11/19/2022 Generic Max Rate Per Acre:0
Permit Proof Made Date:5/8/2020 Generic Max Volume Per Acre:0
Permit Approved Date:1/22/2010 Civil Case Number:
Permit Moratorium Expiration Date: Decree Plantiff:
Enlargment Use Priority Date: Decree Defendant:
Enlargement Statute Priority Date: Swan Falls Trust or Nontrust:T
Application Recevied Date:6/1/2009 Swan Falls Dismissed
Protest Deadline Date:7/6/2009 IDLE Act Number:
Cary Act Number:
Mitigation Plan:False
IDAHO DEPARTMENT OF WATER RESOURCES 1/29

Appendix C:
Well Logs

Form 238-7 STATE OF IDAHO USE TYPEWRITER OR
9i62 DEPARTMENT Of WATER RESOURCES BALLPOINT PEN
WELL D_RILLER'S REPORT
State lire n"lim thats this port tier tied rhb the Dinector,Depeetrwnt of Walsr Raaatrcw -
t wl0dn 30 daya shvir tat eneetortion ar abaodommem of the wall
I.WELLOWNER ",, (end �ev�a/nt[itiC 7. WATER LEVEL
/J r
Nstse /1/A I g,�y_ jkjtj�/ Static wavr revel Pert below land wrtecr.
_�'�-" Florin? O Ys (3.P.M.fber
Address //'/�• >`f#Q ,<gQH--� Artailen cinned_In ttreaurs P.S.I.
�77 Controlled by: ❑Valve ❑Cap ❑Plug
owner's Paernut No. Temperature OF. Ouarlty
Pervr .marrrn n.h.rpwer..w Ipwr aNw�.
2.NATURE OF WORK 8. WELL TEST DATA
Jk'fiew well Cl Deeoarted t) Replscemtnt ❑ Pump ❑Seller U Air O Othr
❑ Abandoned(describe abandonment procedures such as
meter[sls,pliq defsehs"etc in llthologe:logo Otscha p D.P.M. Punrlri Lase1 Hass Pe.
3 PROPOSED USF - - - —
V-6oresuc ❑Irrigation L)T. ❑ Municipal 9- LITHOLOGIC LOG $r7!ElIndsm uisl ❑Stock ❑Waste Dlsoosal or Injection
O Other (Wocify tvpel Bore D Wear
From 1 To Material V No
4,METHOD DRILLED
OrK.tary ❑Air L1 Hydlroulle O Raw"so rotary --- - - -
❑Cable n Dog n Otltar
S.WELL CONSTRUCTION
CaO"schadule. LT4JA"l Ci Concrete ❑Other
ntaknws Olanwty, r__ To
inches_� Incftas +, C feet -feet
y, Itches indow, fnct
kwhes Inches lect feet
inches_.^ inches feat __feet
Was canny drfee shoe treed? s ❑No
Was a packer or aesl used? Ys
Perforated? O Ys *Ito
How perforated? O Factory ❑ KINh O Tallith - -Sire of perforation Ir bolts s&y Isltftie -
141-t r Fewe To
_petforatiorm flm fate
pafarati feat free
prf rstions hit IMt
WWI mrten Irstalkaf? O Vas VIM
Manufacellnrs"ne _
Typo _ fio I N0.
Diameter__Slat sou_Sat from feMt Ili tOt
Man"_ Slot stet_Set from feet 10 hat
Gravel Pocked? ❑Yes P fM O She of aravW
Pleoed from feat to flat
Surface I dePUt_/ Material used instal: O Cement pout
�Benronrte ❑Puddltrg clay ❑ _ -
Sedilnb Procedure used- ❑Slurry pit ')Temp.surface es"
$Tlvwbon to sad depth
Meehad of joining casing- ❑Threaded ♦rfiledded O SohantAMUMN
Wood
G Cemented batmen Wow
OosCAbo access:Port__ _ 1Q
Work s[artad L9 finished
8.LOCATION OF WELL 11. DRILLERS CERTIFICATION
Sketch map Ideation npug tree with written location. IAYa—tify that all minkn m well canstructfon rtrdarck wen
N complied wf at the dme th - wm romoved,
r Subdivision Name
Finn Name / "irm No_
r
w ! e — SEC
Mrshess Date
[71
� -�-� Lot No. Block No.
' (Firm O)Ilciel)
S teal
County _ e.
(Operator)
J6/Sa.J Y NJ,%
U"ADDITIONAL SHEETS IF NfCD ARY - FORWARD THE WHfTE COPY TO THE DEPARTMENT
Figure 4 Well#1

orm 2367 STATE OF IDAHO F- USE TYPEWRITEF.OR
/78 DFPARTMENT OF WATER RESOURCES �j ►� _BALLPOINT PEN
WELL DRILLER'S REPORT
State lase mquirec that this report be filed with the Director,Deliarb»ant of Water
within 30 days after du cornplation or abandonment o1 dw*A. ✓UIV
1.WELL OWNER 7. WATER LEVEL
(a�y.� ems,,,,_ y
11i Anne _ Static orator Itd _3__teat bwo IertdiUFY -'ugl g
Fk-irsg? O Yes �No G.P,M,flrrie
Address _ Artesw elaeedrn presaac p.si.
Controlled by: ❑Valve O Cap O Mac
Owncr's Permit No, Temperature _OF. Quality
? NATURE OF WORK R WELL TEST DATA
New well 'J Deepened ❑Replacement O Pump ❑Bager ❑ Air O Other
Abandoned(describe method of abandoning) -
dsehe.ye 6P.M_ t Pumped
3. PROPOSED USE ----
Dumestic O Irrigation Ll Test Cl Munkipal 8, LITHOLOGIC LOG
7 industrial O Stock O Waste Disposal or Injection He" WaOer
O Oder (tPe"y tyM1 From To m Y No
l METHOD DRILLED AV
r❑�Rotary J Air U Hydraulic Li Heverseratary n a
Y Cable 1-1 Otg ❑Other _ 7' + --
it I
•low
M �(
6-WELL CONSTRUCTION w x
u i•
Casing schedule: 9p Steel n Conerate O Other w or R
Tldckr qw"M From ToA30-AXE
w rr
r.Ij-d inches *n ja i ides _�_feet e 1"A feet
Inches Inches fast test
inch- Ilya bet-- —feet
inches inches feet -
was cesihq 66 shoe used? joy" ❑No
Was a packer or seal wed? O Yes R No
Pie forated? .10 Yas D No - -
Now nerforatea? ❑Factory 0 Knife Ir Torch
Site of perforation -4 ierhisa by Inches
Number Frem To
parfaradorla _ '^? rent ^t r tiers
�!4�perforations feet feet
Perforations fort -_ Feet
Well scr an inmatlsd7 ❑Yee of No
Manufacarsrs name -
Type Mod.+No
Diameter_Slot size Set from feat to feet --
Diemater_Slot sic_Sot trash feet to_ feet
Gravel pecked? O Yet X No FJ Size o1 gravel
1'larerd froze_ feet to }sat 1
Suract nasal depth-1,T`Material uad In heel: ❑Conent grout
O PuddOng clay P1 Well cuttings .IUN
Seeling procedure used_ Fed Slurry lrit ❑Tewrp.erfacs caahq -
PUG
O Overbore to teal depth
Mothod of jo.nwhg casing: n Threaded 4 Welded SoMent pg�
`--
❑Cemented strwta
Describe access port 10. �n7
Wurk stand /ram 7S - O flnldhed�_�D_,��
& LOCATION OF WELL ^ 11. DRILLERS CERTIFICATION
� 111
Sketch map locution rust agree with written Iota" on, entity that all mininann well construction standards were
N 4� twmplid with at the time the r4 was nornovsd.
�.} Subdivision Name =�"�
Flu+Name _ �Firu No-
h f/"vri-ter ,J���
W , E - Add. 3�+�r Date a-
Last No. _ 8lraet Na
s Signed by IFItm Off cieli�.
S
and
(Operator)
S.
USE ADDITIONAL SHEETS IF NECESSARY- FORWARD THE WHITE COPY TO THE DEPARTMENT
Figure 5 Well#2

For �6.T
�6�� IDAHO DEPARTMENT OF WATER RESOURCES
1�^ WELL DRILLER'S REPORT
1.WELL.TAG NO.0 C—r)So 7 Z_ — t2•STATIC WATER LEVEL and WELL TESTS: '
Dmlmg Forest No Depth first water encourored(Il) 3c —_ Slant.W laird lid
YMIw little of spcs°n wool a _ — MW lamp(°Fl Balton"a temp.(°F)
2.OWNER Ocumbe aooesa port
Name ' a... � y1 s1L VAII test: Test method:
Daa.rea w Taaf dr.re.t P , ab+aq
Address Y Z� prea0r.....p0� N s1 uw0 awl A+ arteaM
CdY~'1`rill. SIeY Zr') Lo Q��1� — .r GL� O ❑ ❑ ❑
1WELLLOCATION: ❑ ❑ ❑ ❑
ltlaw"allty uat or CommMla.
Twp NoRh in or South❑ Rge '1 East® or West❑
1 11.LRHOLOGIC LOG androi repairs a abandonmsM:
SSC p. Frera to am.stltenolY it,enensssa of raaeifi er MMv
too ONdh daaeeeL aWwrnep. M
GairlLo/t- CauM1 —`�As`tGpGr•..•# l
1 M0 'i� 15 T. (pre and amr�enurq
t oily ° -_ri�i.�r1:1 e�Oennat a.n.aest .` c
address of Wei Sde 399 C' I. _7
C#yLq
e.USE:
❑Domestic N%i mfapal ❑Mdnlldr ❑Mtgslatn ❑Thermal O IIIpCaora
❑uafef
5.TYPE OF WORK:
SINaw wel ❑Reytecenunl wel, ❑MOaFF anstmp wall
❑Atmilax ttent ❑Other
G.DRILL METHOD.
&w Rotary ❑Mud Rotary ❑Cable ❑Other —
7.SEALING PROCEDURES:
I}�...�a�%nraanat Te O.ed wn o tvw.En.m�IneO,y.uc0aue _
11.CASINGILWER: —
a`a'^rr F—lift Tolltl i O� Nw.w Ua.na t^w TrwaMe Ihtrent
!� t`. jt�-4
❑ O e
T ❑ ❑ ❑ ❑
- - O ❑ ❑ ❑ _
❑ ❑ O O r_•
Violas drive shoe usedl)MY [IN Shoe D°pMts) IA
g.PERFORATION SCREENS —
Pedo•el.onts O Y ❑N Maetad -
Menulaceurad screen My'1❑1N Type
McatodofnsWlabn I��t1 nt
r—to 1 1.let t to,wa N«..00.M 0-fi 1°' YaM.w Oa."ar Saed.M CO eud Da I��+_")
�G•'L"M a Dau 5+arsWZ t f�. Dole ConWeeW �1 H L.
14.DRO_LER'S CERTIFICATION:
IIWa ceAlfy WM as mltemum well construction standards were anmffeld vsot 01
Lengat d Headplpe LsatgMt of TalfOipe — ate time lord rip was removed
Pawl 11 Y ❑N Type Tr:AL � CompaM Nartt� Co No
r
10-FILTER PACK: •Pmctpsl Diller Xf
roll va ..o Frain fill TO Ia7 O.eeb eaa w nrf ptm—.a m itrod �'� J D.*
•Ooerevt it -_ Data
11,FLOWING ARTESIAN: Operator 1 —Oela
Fla"ArlaeteM❑Y ❑N AMatsn Pressure(PSIG) •Eignehtre of PAnolpal Drplar and rip operator are required
Cescnber control d"ce
Figure 6 Well#3

Appendix D :
Water Production Data

Well Log 2021
Wells 1&2 Well 3 Production Total
January 2.546 1.764.919 1,767 465
February P, 752.797 P, 813.417 F 1,566.214
March PF 954.046 F 728.733 F 1,682.779
April F 697.188 P, 1 102.376 r 1,799.564
r-Y1ay PF 286.326 F 3.618.754 r 3,905.080
June P, 728.547 P, 8.015,190 P, 8.743.737
July PF 1,029,894 F 9,395,919 F 10.425.813
August P, 517.344 P, 5,723,435 P, 6.240.779
September Pr 1,673 F 5,799,653 F 5,801.326
October F 576 P, 2,324,773 v 2,325.349
November v 2.300 F 1,640,377 F 1,542.677
December P, 1.890 P, 1.620,276 v 1,622,166
Totals 4 975 127 42.447,822 47.422.949
Figure 7 2021 Well Log
Well Log 2022
Wells 1&2 Well 3 Production Total
January 1.957 1,692,781 1,694.738
February 33.937 F 1,497,165 F 1,531 102
March P, 29.659 P, 1,534,652 P, 1,564.311
April v 796.181 r 954,028 F 1.750.209
May P, 2.325 P, 3.761 626 P, 3,763.951
June v 1.785 F 5,935,040 F 5,936.825
July P, 1,909 P, 9.821.330 P, 9.823.239
August v 1.932 F 8,724,406 F 8,726.338
September P' 1,796 P, 6,420,629 P, 6,422.425
October v 2,498 P, 3,061.309 F 3,063.807
November P, 1,739 P, 1,648,036 F 1,649.775
December v 1,791 P, 1,690.053 r 1 691 844
Totals 877.509 46 741 055 47 618 564
Figure 8 2022 Well Log

Morning View Well Log 2023
Gallons
per Acre Acre Feet of
Well 1&2 Well 3 Production Total Foot Production
January 1,863 F 1314.854 1.716.717 F 1716717 325851 5.27
February PF 1,691 PF 1 612358 PF 1.614.449 F t614."9 325851 4 95
March � 1,850 F 1,709.037 F 1,710,887F 1,710,887 325851 � 5.25
April 1,961 F, 1,758,817 PF 1.760,778 F 1360.778 325851 540
tylay 1.322 F 4.311492 F 4,314.814 F 4,314.814 325851 13.24
June 1_779 F, 5,389 306 PF 5.391.085 PF 5.391.085 325851 16.54
July 1 564 r 7,451 061 F 7.452.625 7.452.625 325851 22 87
PF PF PF
August - - 0 0 325851 -
September - - 0 0 325851 -
October PF - PF - PF O F 0 325851 F -
November - F - F O F 0 325851 F -
December - F - PF 0 P, 0 325851 P, -
Totals 12 030 23 949 325 PF 23 961 355 23 961 355
Figure 9 2023 Well Log