20220922Gem State to Staff 20-43.pdf

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Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Request Resoonse
Request No.: GSW-W-22-01 IPUC DR 20
20. Please provide the status of electrical repairs to the Diamond Bar Estates pumps as
directed in Order No. 33578 at 9. lf the repairs are complete, please provide relevant
details of how and when the repairs were completed.
Resoonse:
The Order No. 33578 allowed the Company to replace the pumps, and to recover the
costs of replacing the pumps, and also directs the Company to:
1) Confirm with Kootenai Electric Cooperative (KEC) that the current transformer is
adequately sized, per National Electric Code: KEC confirmed the transformer is
adequately sized, per National Electric Code, and only using 44o/o of its maximum
capacity.
2) Replace its Delta type seruice drop with a Wye type service entry that is
compatible with KEC's fie transformer and complies with KEC's current
engineering guidelines; The system was converted from Delta to Wye in 2O15,
and it is compatible with KEC's Wye transformer and complies with KEC's
current engineering guidelines.
3) lnstall a circuit breaker that disconnecfs all phases simultaneously in the event
any one phase r.s drsconnecfed: Circuit breakers have been installed that
disconnect all phases simultaneously in the event that any one phase is
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Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Request Resoonse
Request No.: GSW-W-22-01 IPUC DR 21
21. Please provide the status of obtaining a backup well for the Diamond Bar Estates
system that satisfies the ldaho Department of Environmental Quality's (IDEO)
Redundant Source Requirement, as discussed in Order No. 34416 at 5. lf the situation
has been resolved, please provide relevant details of how and when this was
accomplished.
Response:
The Commission's Order No. 34416 at 5 states:
"The backup well's proximity to the HARSB site is a concern regardless of
who owns and operates Diamond Bar. As DEQ indicates, public health
would be best served through a backup well that meets the DEQ's current
requirements. The one-year agreement with the Turnipseeds to use and
access the backup well while the Company develops and implements a
water master plan is a reasonable step toward finding a long term solution.
The Company asserts that all assets required to run the systems
adequately and reliably are included in the transaction. lf the Company's
confidence ultimately proves misplaced in this regard, we are confident
that the Company has the financial ability to purchase the required assets.
The prudency of the costs incurred to acquire assets to operate the
system post-transaction will be determined when we have the benefit of a
full record at the next rate case for these systems.'
The backup well that was referenced in IPUC Order No. 34416 related to the IDEQ
Redundant Source Requirement was put into service on 1212012021. Work was started
with engineering and hydrogeology in the Fall of 2019. Well site evaluation was
completed on March 10,2020. Well drilling was completed in June 2020. This well
satisfies the well lot requirement. Documents regarding the well are included with the
Company's response to GSW-W-22-O1 |PUC DR 37.
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Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Reouest Resoonse
Reouest No.: GSW-W-22-01 IPUC DR22
22. Please provide the status for resolving the issues outlined in the Bitterroot System
Disapproval letter issued by IDEQ as discussed in Order No. 34616 at 3.
Resoonse:
Gem State resolved the issues outlined in the IDEQ Disapproval letter discussed in
Order No. 34616 by way of a conditional reapproval. We are in the process of working
with engineers and hydrogeologists to provide a final submittalfor upgrades necessary
to bring the system into full compliance. lt is anticipated to be finalized and submitted to
IDEQ by the end of 2022. GSW-W-22-01 IPUC DR22 Attachment 1 is a copy of the
reapproval letter.
STATE OF IDAHO
DEPARTMENTOF
ENVIRONMENTAL QUALITY
2110 lronwood Parkway, Coeur d'Alene, lD 83814
(208l-769-1422
Brad Little, Governor
Jess Byrne, Director
November 23,2O2L
Leslie Rayner
Gem State Water Company
PO Box 3388
Coeur d'Alene, lD 83816
[e-mail]
Subject: Gem State - Bitterroot Water Company - Facility Plan - Revision 3
DEQApproval
Dear Ms. Rayner:
The Department of Environmental Quality (DEQ) has reviewed a revised water system facility plan for the Bitterroot
Water Company. The revised facility plan was stamped and signed by Scott G. McNee, P.E. on November 22,202L and
submitted to DEQ on November 22,202L Major system components addressed by this facility plan include well
pumping system improvements, booster pump station improvements, new water storage reservoir, standby power
improvements, and corrections to address requirements noted in the sanitary surveys conducted in 2020. The system
is currently accommodating 157 ERUs. After improvements outlined in this facility plan are implemented, the system
will be able to accommodate 210 ERUs,
This document was reviewed for its conformance with the ldaho Drinking Water Rules, !DAPA 58.01.08 Subsection 502
and other applicable subsections. lt appears to meet the minimum design standards therein. The facility is hereby
approved in accordance with the ldaho Drinking Water Rules, IDAPA 58.01.08.
This facility plan is required to be updated or modified when the existing public drinking water system undergoes a
moteriol modificotion or expansion (IDAPA 58.01.08.502.01). An updated facility plan may not be required for simple
water main extensions. lt is recommended to contact DEQ to discuss any planned modifications to the existing system
to verify these requirements.
Preliminary engineering reports for any project relating to this facility plan may now be submitted to DEQ for review
and approval prior to submitting any construction plans and specifications. The preliminary engineering report shall be
in conformance with the approved facility plan or shall describe any modifications to the facility plan. Preliminary
engineering reports must be completed for all major water system projects including, but not limited to, source, pump
station, pressure control, storage, and treatment projects. Preliminary engineering reports are not reqpired for simple
water main extensions that are approved in accordance with Subsections 502.01.a. or 502.01.b. ltems adequately
addressed in the facility plan under which the project is being designed may be addressed by reference for purposes
of the preliminary engineering report.
Should you have any questions or require additional information, please do not hesitate to contact me at (208) 666-
4604 or via e-mail at [e-mail].
Sincerely,
2a--
Emma Wooldridge, EIT
Water Quality Engineer
Ec:
Ms. Rayner
November 23- 2021Page2 I
Scott MeNee, P. E., T€ E ngineers, [e-mail]
Katy Ba ker{asi le, P. E., DEQ Engineeri ng M anager, katy. baker-casi le @ deo. ida ho.eov
Andy Olson, Drlnking Water Compliance Officer, andv.olson @deq. ida ho.gov
An na Moody, Dri nking Water Su pervisor, anna. moodv@deo,ida ho.sov
EDMS: 1D1280260 : 2021AGD7ffi2 (P&S 4692s)
llW ]loturol'
Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an Increase in its
Rates and Charges for Water Service
Data Reouest Resoonse
Reouest No.: GSW-W-22-01 IPUC DR 23
23. For each water system, please provide the following:
a. A geo-spatial map of each system showing each well, the distribution piping,
storage tanks, booster pumps, and major valves (including fire hydrants).
b. The ldaho Department of Water Resources (IDWR) water rights associated with
each system.
c. The name of each well, and its IDWR well identification number.
d. The year, make, model, and capacity for backup generation supporting the well
pumps. lndicate if the generation has an Automatic Transfer Switch (ATS) or if it must
be manually started.
e. The year each storage tank was installed.
f. A copy of the most recent IDEQ sanitary survey for each water system. lf one
does not exist, provide information about the type of water treatment (if any) and
treatment capacity for that system.
g. The dates, causes, and durations of unplanned outages for each system for the
last 2 years.
h. The Company's narrative assessment of each system's condition and the need
for near-term (next 5 years) future investment. If a recent master plan exists, please
provide a copy.
Resoonse:
a. Gem State does not have geo-spatial maps available.
b. The ldaho Department of Water Resources (IDWR) water rights associated with
each system are attiached as attachments GSW-W-22-01 IPUC DR 23c
Attachments 1-11.
c. The name of each well, and its IDWR well identification number are below:
Happy Valley Well 1 (E0005370) - IDWR Well lD 275654
Diamond Bar West Well (Original) - IDWR Well lD 276739
Diamond Bar East Well (New) - IDWR Wel! lD 459345
Bar Circle S Well #1 West (E0005561) - IDWR Well !D No well log available
Bar Circle S Well #2 (E0009245) - IDWR Well lD No well log available
.o
GSW-W.22-01 IPUC DR 23
NWN Response
Page2of 4
Bar Circle S Well#3 (E0010065) - IDWR Well lD 0069915
Bitterroot East Well - IDWR Well lD 268794
Bitterroot West Well - IDWR Well lD 330694
Spirit Lake East Well - IDWR Well lD 271296
Lynnwood Well - IDWR Well lD 431286
d. The following information provides the year, make, model, and capacity for backup
generation supporting the well pumps, and indicates if the generation has an
Automatic Transfer Switch (ATS) or if it must be manually started.
Spirit Lake East - 175 kW Caterpillar with ATS - 2008
Bitterroot - 170 kW make unknown - no ATS, manual start only - out of service.
Due to age unable to procure repair parts. Gem State Water purchased a 143kW
Wacker-Neuson portable unit August 2021 and installed a temporary ATS to use at
Bitterroot untilengineering is completed for upgrades.
Bar Circle S - 250 kW Generac with ATS located at Well 2 - 1992
60 kW Cummins Gen with ATS located at Well 1 & 3 - 2009
Diamond Bar - ATS only. lnstalled during new well construction and electrical
upgrade work 2021. Ready for portable rental unit when needed. System not
engineered to include back up power generator.
e. The year each storage tank was installed is shown below
Spirit Lake East - 1968
Bitterroot - Estimate 1990's
BarCircleS-2002
Diamond Bar - 1994
f. The most recent IDEQ sanitary survey for each water system is provided with this
response as GSW-W-22-01 IPUC DR 23.f Aftachment Nos. 1-17.
g. The dates, causes, and durations of unplanned outages for each system for the last
2 years are described below.
111112021 our area experienced 71 mph winds that knocked out line power to all
Gem State Water utilities. Spirit Lake and Bar Circle S had no service interruptions.
Lynnwood, Happy Valley, and Diamond Bar were without power sporadically over
the course of several days. Bitterroot has a backup generator, but it was unable to
run for the extended outage due to its age. We were able to secure a portable rental
machine to provide backup power to the system restoring continuous service. After
line power retumed, we attempted to repair the generator on site but have not been
able to secure parts. The generator is old, and parts are no longer manufactured;
GSW.W.22.O1 IPUC DR 23-*tff:?:,7
rather, we have aftempted to source used parts with no success. A portable
generator unit was subsequently purchased and placed semi permanently at
Bitterroot to provide backup power. Emergency response, line flushing, testing, and
public notification were all employed due to depressurization events. Repairs were
also needed for SCADA antennas that were damaged from storm activity.
412112021 Scheduled power outages all. Avista scheduled a full system shut down
to repair damage that was caused during the January 2020 wind storms. Spirit Lake
and Bar Circle S and Bitterroot had no service interruptions. Lynnwood, Happy
Valley, and Diamond Bar were without power. Emergency response, line flushing,
testing, and public notification were all employed due to depressurization events.
61912021 Happy Valley power outage scheduled by Avista for repairs to the system
Emergency response, line flushing, testing, and public notification were all
employed due to depressurization events.
612912021Avista announced rolling outages due to hot weather that affected
Lynnwood, Happy Valley and Diamond Bar. Emergency response, line flushing,
testing, and public notification were all employed due to depressurization events
11114-1512021Strong winds caused sporadic short power interruptions to
Lynnwood, Happy Valley, Diamond Bar, and Troy Hoffman. Emergency response,
line flushing, testing, and public notification were all employed due to
depressurization events.
h. All Gem State Water systems are of similar age and condition except for Diamond
Bar Estates, which is the most recently built system and, in 2020 and 2021,went
through a major upgrade. Diamond Bar upgrades included the addition of a new
well, new booster pumps and controls including a transfer switch, and full SCADA.
Happy Valley, Bar Circle S, Bittenoot, Spirit Lake East, Lynnwood, and Troy
Hoffman are all aging systems in need of plant upgrades including additional
source, storage, booster stations, controls, and customer meters. Gem State Water
has begun a meter replacement program starting with Troy Hoffman due to the
inaccessible location of the meters and plans to continue this meter replacement
program among the other systems as the meters become available. With the groMh
the ldaho panhandle has faced in the past decade, the user profile has changed
and placed a much higher demand on water, homes are much larger, and lots are
immaculately landscaped with water features and park like settings. Gem State
Water has not expanded the CPCN on these systems or allowed growth outside of
the connections approved at acquisitions because at times we find it difficult to keep
up with current customer demand. Gem State Water has done what we can to be
proactive at responding to system failures and mechanical breakdowns by installing
SCADA at all sites, stocking backup pumps, motors, and other hard to locate
electricalequipment, but parts are becoming increasingly problematic to find for
GSW-W.22.01 IPUC DR 23-*tl$T:'T
many components that are necessary to keep these water systems running,
prompting the need to upgrade to current design standards. Gem State Water will
defer to our licensed professional engineers to provide our S-year investment plan
for these systems through the completion of our in-process facilities plans and will
provide these to the IDWR (and the Commission) as soon as they are available.
Gem State is cunently working with ldaho Licensed Engineers to complete facilities
plans for all systems. Once these are complete, they will be consolidated into one
master plan for all of Gem State Water. This is expected to be completed in
December 2023.
Name of Facility: Troy Hoffman Water Corporation
lnspector(s): Suzanne Scheidt Miller
lnspection Date: Friday, January 27,20L7
Purpose of lnspection: Sanitary Survey
Photogra phic Docu mentation
Publish Date: Tuesday 31January 2OL7
ldaho Department of Environmental Quality
Photographic Documentation For Troy Hoffman Water Corporation
Table of Photographs:
Photograph 1: Well house building 3
Photograph 2: Frost free hydrant on pump discharge manifold to distribution (inside fence) .....................3
Photograph 3: Emergency contact information posted on well house 4
Photograph 6: 30 hp submersible pump controls (equipped w soft start)5
Photograph 7:20hp submersible pump controls (lag)5
Photograph 9: 30 hp submersible pump discharge appurtenances to Tank A...
Photograph 10: DCA backflow protection on 30 hp pump discharge to underground sprinkler system
Photograph 11: Underground sprinkler system controls - well lot
Photograph 12: Hydropneumatic Tank A (flow through)
Photograph 13: Electric air compressor control timer ..
Photograph 14: 30 hp submersible pump pressure switch and isolation valve to Tank A.........
Photograph 15: Tank B (flow through) sight glass (same elevation as Tank A)................
Photograph 17: Tank B pressure switches regulating 20 hp submersible pump
Photograph 20: 30 hp pump pressure relief discharge outlet w vented cap protected w 24-mesh.
Photograph 2L:20 hp pump pressure relief discharge outlet w vented cap protected w 24-mesh.
Photograph 22: Concrete inscription pump house original constructed 1956
Photograph 23: Concrete inscription pump house addition constructed 1955............
6
5
7
7
8
8
9
9
10
10
10
10
11
11
11
2
ldaho Department of Environmental Quality
Photogra phic Documentation For Hoffman Water
d;
-\+
n
t
Photograph 1: Well house building Photograph 2: Frost free hydrant on pump discharge manifold to
distribution (inside fence)
3
ldaho Department of Environmental Quality
Photographic Documentation For Troy Hoffman Water ration
--*.-
_--_,-:,_!_-_,
-----*_-
Photograph 3: Emergency contact information posted on well house Photograph 4: Well with 20 and 30 hp submersible pump discharge
HOFFMAN tlAiEp Ca
2C8-664-98s8
4
ldaho Department of Environmental Quality
ic Documentation For Troy Hoffman Water Corporation
Photograph 6: 30 hp submersible pump controls (lead and equipped w soft
startl
Photograph 5: Well caslng vent w 2+mesh screen
5
ldaho Department of Environmental Quality
Documentation For T Hoffma n Water Corporation
Photograph 7: 20 hp submersible pump controls (lag)
Photograph 8: 30 hp submersible pump pressure relief discharge
Photograph 9: 30 hp submersible pump discharge appurtenances to Tank A Photograph 10: DCA backflow protection on 30 hp pump discharge to
underground sprinkler system
5
Photograph 11: Underground sprinkler system controls - well lot
ldaho Department of Environmental Quality
Documentation For Hoffman Water Co
Photograph 12: Hydropneumatic Tank A (flow through)
7
ldaho Department of Environmental Quality
hic Documentation For Hoffman Water ration
Photograph 14: 30 hp submersible pump pressure switch and isolation valye
to Tank A
Photograph 13: Electric air compressor contro! timer
ldaho Department of Environmental Quality
hic Documentation For Hoffman Water Co
Photograph 15: Tank B (flow through) sight glass (same elevation as Tank A)
Photograph 15: Tank A discharge to distribution
9
Photograph 17: Tank B pressure switches regulating 20 hp submersible
pump
ldaho Department of Environmental Quality
ic Documentation For Hoffman Water
Photograph 18: Air compressor discharge to Tank B with pressure gage
\"d
Photograph 20: 30 hp pump pressure relief discharge outlet w vented cap
proteded w 24-mesh
/
I
\
1.., -
Photograph 19: fank B discharge to manifold pressurizing distribution
10
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ldaho Department of Environmental Quality
Photographic Documentation For Hoffman Water Co
Photograph 21: 20 hp pump pressure relief discharge outlet w vented cap
protected w 24-mesh
Photograph 23: Concrete inscription pump house addition constructed 1966
Photograph 22: Concrete inscription pump house original constructed 1956
F
11
Name of Facility: Happy Valley Water System
lnspector(s): Suzanne Scheidt Miller
lnspection Date: Monday, April 02,}OLB
Purpose of lnspection: Sanitary Survey
Photogra phic Docu mentation
Publish Date: Tuesday 17 April 2018
ldaho Department of Environmental Quality
Photographic Documentation For Happy Valley Water System
Table of Photographs:
Photograph 3: Well head enclosed within dog house structure
Photograph 7: Well discharge to waste outlet
Photograph 8: Well discharge to distribution.
Photograph 9: Well discharge to distribution.
Photograph 12: Well house floor drain
Photograph 14: Well controls
Photograph 15: Hydropneumatic testing history (every 3 years)
Photograph 15: Pressure relief outlet
3
3
3
3
4
4
5
5
5
5
6
5
5
6
7
7
7Photograph 17: Pressure relief outlet to atmosphere screened post field survey
2
ldaho Department of Environmental Quality
Photogra phic Documentation For Happy Valley Water Systemi?
Photograph 2: Pump house & 3 phase overhead powerPhotograph 1: Pump house & attached dog house structure
Photograph 4: Sealed well head and well cap post field survey
tre#"
3
Photograph 3: Well head enclosed within dog house structure
Photograph 5: Sealed well head post field survey
ldaho Department of Environmental Quality
Documentation For H Water
Photograph 6: Well discharge appurtenances
4
Photograph 7: Well discharge to waste outlet
ldaho Department of Environmental Quality
Documentation For H Water
Photograph 8: Well discharge to distribution
Photograph 9: Well discharge to distribution
5
Photograph 10: Well discharge pressure relief outlet to atmosphere
ku
Photograph 11: Well actuation pressure switch
Photograph 13: Well house thermostatically controlled heater
ldaho Department of Environmental Quality
hic Documentation For Happy Valley Water System
Photograph 12: Well house floor drain
Photograph 14: Well controls
6
ldaho Department of Environmental Quality
ic Documentation For Valley Water System
Photograph 16: Pressure relief outletPhotograph 15: Hydropneumatic testing history (every 3 years)
Photograph 17: Pressure relief outlet to atmosphere screened post field
survey
7
2018 Drinking Water Supply Report
Idaho Departrrent of Environmelrtal Quality
System: Happy Valley Water System
PWS #: D1280220
County: Kootenai
Date of Survey: April2,20l8
System Representatives Present at Survey: Ke,n Rickel, Responsible Charge Operator
Surveyed by: Suzanne Scheidt Miller, Senior [hinking Water Analyst
Source: Well
Water System Type: Community
Population:60
Service Connections: 25 residential metered connections
System Overview
The Happy Valley community public drinking water system (system) is privately owned and
administered by Happy Valley Water System, Inc. The system is supplied by one well, located on a
0.38 acre lot (parcel5lN04W-17-6650), north of the intersection of Hayden Avenue and Happy
Trails Lane, and owned by the system. The well lot is bordered by agricultural fields; application of
herbicides and pesticides is prohibited within a 50 foot radius of the well.
The well is enclosed within a dog house structure attached to the well building. Five
hydropneumatic bladder tanks ride on well discharge to tarnper pressure transients to distribution
main.
I
Well
Idaho Public Utilities Commission regulates the privately owned water system.
The system is not equipped with alarms or auto-dialers, nor is a pigtail receptacle for a portable
generator provided. The system does not share an emergency intertie with neighboring purveyors.
Back-up power or an emergency intertie is a strongly recommended to provide system redundancy
The water system was not designed to provide fire flow.
Well I (E0005370) and Discharge Appurtenances
DEQ records indicate the system was frst inspected in 1986. The inspection report notes the 8-inch
cased well supplying the system was drilled at an unknown date to a depth of 310 feet. Static water
level was recorded at270 feet as per DEQ records. A drillers report was not located on the Idaho
Department of Water Resources website nor saved to DEQ files. It is unknown if the well was
constructed with a surface seal. In order to continue to protect the well from potential
contamination, cracks in concrete adjacent to well casing were identified as a deficiency and sealed
by the operator. A gap in the joint of the well casing and cap was identified from photos taken at
the time of the suruey and also sealed by the operator. While the casing and cap had separated, a
rubber gasket below the well cap provided a seal to protect the source from contamination. Photos
of repairs are included in the photo log.
The well is equipped with a 25hp (3 phase) submersible pump set at 300 feet and discharging
between 100 and 125 gallons per minute (gpm). Well actuation is regulated by a 40-68 psi pressure
switch on well discharge (the service area is of similar elevation to the well). Well discharge
appurtenances include an instantaneous and totalizrng flow meter, isolation valves, pressure gage,
and sample tap. The well is plumbed to discharge to waste outside the well building. A pressure
relief valve is installed on well discharge and plumbed to exhaust to atmosphere at 75 psi, the outlet
was equipped with 24-mesh screen following the survey (photo-documentation is included in the
photo log).
The well casing is not vented. As per the 2013 survey, IDAPA 58.01.08.511 requires the well cap
be vented if waterable drawdown exceeds 10 feet at maximum pump capacity. The 2013 survey
indicated the system operator did not anticipate well draw down to exceed 10 feet as the well draws
from the Rathdrum Prairie Aquifer. It is strongly recommended the well casing be equipped with a
vent protected with a 24-mesh screen to prevent damage to casing and electrical conduit. A vent
will be required in the event coliform contamination is attributed to the source.
Five hydropneumatic bladder tanks ride on well discharge; each tank may be isolated and drained.
Tanks were last tested in August 2017 (tested every three years) and did not sound water logged at
the time of the survey.
Source Water Assessments have been completed by DEQ, potential contaminant inventories were
last updated in March 2013. Detailed findings may be reviewed and updated at:
httro://apps.deq. idaho. eov/water/swaonline/
2
Distribution Summary
Record drawings indicate looped distribution main is constnrcted of 2-inch and 4-inch class 160
PVC main; the operator reported some main may be as small as l%-inchPvc. It is unknown if the
system holds easements for distribution main.
Plans also indicate one dead end main was constructed within the southwest zone of dishibution.
However, the operator excavated the area following the 2013 suruey and reported the dead end main
extension was not constructed; rather the main terminates at the service meter.
It is recommended that flushing hydrants be installed to allow for flushing in the event of
contamination of the distribution system.
The operator indicated there are no air vacuum relief valves installed on distribution main.
As the system receives electrical power from Kootenai Electric Cooperative, energy savings rebates
are available from the Bonneville Power Energy Smart Industrial Program. Rebates may go toward
cost of leak detection and repair as well as pump replacement. For more information, please contact
Layne McWilliams with the Energy Smart Industrial Program in Coeur d'Alene at
layne. mcwilliams@ enersvsmartindustrial. com or at 97 | -244- 8 5 8 I .
Required Depressurization Response
The Idaho Rules for Public Drinking Water Systems require the following response to distribution
depressurization (pressure below 20 psi) as per IDAPA 58.01.08.552.01.b.ii.1-2: durtng unplanned
or emergency situations, when water pressure within the system is lmown to have decreased below
20 psi, the water supplier must notify DEQ, provide public notice to affected customers within 24
hours andflush and/or disinfect the system. Wen sampling and coruective procedures have been
conducted, the water supplier may re-notify the affected customers that water is safefor
consumption. During planned maintenance or repatr situations, when water pressure is expected to
foll below twenty (20) psi, the water supplier must provide public notice to the affected customers
prior to planned maintenance or repair activity and shall ensure that the water is safefor
consumption.
Cross Connection Control Implementation
As per Idaho Rules, the water system purveyor is responsible for implementation of a Cross
Connection Contol Program. The water systern purveyor is defined in the Rules as, the person,
company, or association who provides or intends to provide drinking water to the customers and is
ultimately responsiblefor the public water system operation. T\e purveyor is ultimately considered
responsible for implementation of the program.
IDAPA 58.01.08.552.06.a-e lists the minimum requirements of a Cross Connection Control
Program:
Cross Connection Control Program - Community Water Systems. The water purvqlor is responsible
through its cross connection control program to take reasonable and prudent measures to protect
the water system against contamination and pollutionfrom cross connections through premises
3
isolation, internal or in-plant isolation, fixture protection, or some combination of premises
isolation, internal isolation, andfixture protection. Pursuant to Section 543, all suppliers of water
for community water systems shall implement a cross connection control program to prevent the
entrance to the system of materials lonwn to be toxic or hazardous. The water purveyor is
responsible to enforce the systems cross connection control program. The program will at a
minimum include:
l. An inspection program to locate cross connections and determine required suitable
protection. For new connections, suitable protection must be installed prior to providing
water service.
2. Required installation and operation of adequate backflow prevention assemblies.
Appropriate and adequate baclc/low prevention assembly types for various facilities,
fixtures, equipment, and uses ofwater should be selectedfrom the AWWA Pacific Northwest
Section Cross Connectibn Control Manual, the Untfurm Plumbing Code, the AWWA
Recommended Practicefor Bacffiow Prevention and Cross Connection Control (Ml4), the
USC Foundation Manual of Cross Connection Control, or other sources deemed acceptable
W the Department. The assemblies must meet the requirements of Section 54j and comply
with local ordinances.
3. Annual inspections and testing of all installed bacffiow prevention assemblies by a tester
licensed by a licensing authority recognized by the Department. Testing shall be done in
accordance with the test procedures published by the University of Southern Califurnia
Foundationfor Cross-Connection Control and Hydraulic Research. See the USC
Foundation Manual of Cross-Connection Control referenced in Subsection 002.02.
4. Discontinuance of service to any structure, facility, or premises where suitable bacffiow
protection has not been providedfor a cross connection.
5. Assemblies that cannot pass annual tests or thosefound to be defective shall be repaired,
replaced, or isolated within ten (/,0) business days. If thefoiled assembly cannot be
repaired, replaced, or isolated within ten (10) business days, water service to thefailed
assembly shall be discontinued.
A copy of the system ordinance providing purveyor authority to implement the program was
provided following the 2013 survey. The document appears to provide purveyor authority to
actively implement the Cross Connection Control program. The operator reported the system has
initiated program implementation through service connection inspections and required installation of
backflow prevention assemblies where required. As an additional requirement to the survey, the
system must continue to implement the program by inspecting all connections, requiring installation
of backflow prevention devices and assemblies where applicable, and tracking annual testing of
backflow prevention assemblies by an Idaho licensed backflow assembly tester.
Monitoring Summary
The system is operating in compliance with all current monitoring requirements and actively
participates in DEQ's monitoring waiver program. Source water quality currently meets all
regulatory drinking water standards. The table below summarizes current monitoring requirements
for the system. The monitoring schedule may
qualitv/drinkins-water/pws-switchboard. aspx
also be accessed at: http://www.deq.idaho.sov/water-
4
Total coliform I sample per month ln accordance with coliform
sampling plan
Lead and Copper 5 samples every 3 years Assigned sampling locations
. .E .i-'.1 .i _,'l',.,;lifr*ril&ffiilffiffi
'J- .,,. =-_ r -
Nitrate levels have historically ranged (1986 to present) from 1.4 to 2.8 mg/L with 2017 results at
2.61 mglL. Historic arsenic levels have been consistentlybelow minimum detection levels.
Lead and copper monitoring results from the last round of five samples collected in September 2016
ranged from 0.0016 to 0.0022 mg/L for lead, with copper levels ranging from 0.0137 to 0.0769
mglL. The lead action level is 0.015 mg/L and copper action level is 1.3 mglL. Lead and copper
monitoring will be due again between June 1 and September 30, 2019 and are to be collected from
home sampling locations identified as per system lead and copper site selection criteria.
As a community water system, monthly monitoring for total coliform in dishibution is required to
represent water quality throughout distribution. A review of monthly sampling history between
March 2017 afi February 2018 reflects samples are collected in accordance with the sampling plan.
Sampling locations include 9961 Huetter, 5948 Emmanual, 5891 Hayden,494l Hayden, 5876
Emmanual, and 10087 Huetter. Total coliform samples collected from the well building will not be
credited for future compliance.
Administrative and Operational Oversight
The system is classified as a Very Small Water System under direct oversight of responsible charge
licensed operator, Ken Rickel, who holds a Very Small Distribution License (DWDVSWS-12995)
due for renewal September 8, 2018. Back-up operation is provided by Robert Wachter. Mr.
Wachter holds a distribution one license (DWDI-12905) due for renewal on December 17, 2018.
Administrative oversight of the water system is provided by a two member Board. Ken Rickel
serves as President, Catherine Rickel serves as Secretary.
Please complete the enclosedfinancial and managerial forms and return to the DEQ Coeur d'Alene
Regional Office within 30 days of receipt.
5
Conclusion
The system is considered to be operating in compliance with the Rules. Below please find a
summary of requirements and recommendations for optimization of future system operation.
Requirements
l. The application of herbicides or pesticides is prohibited within a 50-foot radius of the
well.
2. A well casing vent will be required in the event coliform contamination is attributed to
the source.
3. In the event distribution pressure decreases below 20 psi, appropriate follow up action in
accordance with the Rules must be followed, as stated on page 5 of this report.
Requirements include providing notification to affected customers within 24 hours,
notification to DEQ and collection of water quality samples to verifu integrity of the
water supply.
4. The cross connection control program is required to be fully implemented.
5. Total coliform samples collected from the well building will not be credited for
compliance in the future.
6. Please complete and return the enclosed financial and managerial forms within 30 days of
receipt of this report.
Recommendations
1. Back-up power or an emergency intertie with a neighboring purveyor is strongly
recommended to provide system redundancy.
2. It is strongly recommended the well is equipped with a vent protected with a 24-mesh
screen to prevent damage to well casing and electrical conduit upon well actuation. A
vent will be required in the event coliform contamination is attributed to the source.
3. It is recommended that flushing hydrants be installed on looped distribution main to
allow for flushing in the event of system contamination.
4. It is recommended hydropneumatic tanks continue to be routinely tested for potential
bladder failure.
5. It is recommended all system valves are exercised on an annual basis.
6. It is recommended that an Operation and Maintenance Manual be drafted for the water
system if not already available.
6
STATE OFIOAHO
DEPARTMENT OF
ENVIRONMENTAL QUALITY
21 1 0 lronuood Parkuay, Coeur d'Alene,lD 8*14(2M)7691422 C. L. tsrrtcfi'Otter, Govemor
John H. Tippeb, Dirccto
April24,2018
Ken Rickel
Happy Valley Water System
PO Box 2306
Hayden,ID 83835
[e-mail]
Subject: Report of Sanitary Survey, Happy Valley Water System, PWS# 1D1280220
Ken:
Thank you for participating in the survey of the Happy Valley public drinking water system (system) on
April2,2018.
The system was inspected and determined to be operating in compliance with the ldaho Rules for Public
Drinking Water Systerns (Rules). System requirements and recommendations are listed at the
conclusion of the report.
Please retum completed enclosed financial and managerial forms to our office within 30 days of receipt
ofthe survey.
I may be reached at208-666-4624 with any questions or concerns you may have regarding the findings
of the enclosed report.
Sincerely,
-!,,nu \hil nllb
Suzanne Scheidt Miller
Senior Drinking Water Analyst
suzanne. scheidtmiller(Ddeq. idaho. qov
Enclosures: Happy Valley Water System Report and Photo Log, and forms
c: Anna Moody, Drinking Water Program Supervisor [e-mail]
EDMS Files: ID1280220:2018ACA3533 / 2018ACA3532 / 2018ACA3535
Photogra ph ic Docu mentation
Name of Facility: Lynnwood Estates
lnspector(s): Jamie Barton
lnspection Date: Friday, September 28, 2OL8
Purpose of lnspection: Sanitary Survey
PubHcHealthPrevent. Promote. Protect.
Panhandle llealth Dtstrict
Publish Date: Friday 26 October 2OL8
Panhandle Health District
Photographic Documentation for Lynnwood Estates
Table of Photographs:
Photograph 1: Well lot partially fenced
Photograph 3: DEQ well #2 tag# E0005355
Photograph 4: Well and pump vau|t...........
Photograph 5: Well cap tilted
Photograph 6: Pump vault on well lot........
Photograph 8: Pump controls
3
3
3
3
3
3
4
4
4
4
4
4
5
5
5
5
5
Photograph 10: Welldischarge line
Photograph 11: Pressure switch and gauge...
Photograph 12: Pressure tank
Photograph 14: Vent for pump vault
Photograph 15: Flow to waste
Photograph 15: New gasket in place(photo submitted by operator)
Photograph 17: Well cap reset (photo submitted by operator)
2
i-.
Photograph 1: Well lot parttolly fenced
Panhandle Health District
ic Documentation for nnwood Estates
'rf$f{.{p}4-fif
Photograph 2: Well #2
Photograph-',:irli$h,!i"r+r-,+1n.1€:'1.i1 .
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Photograph i: DEQ well #2 taq# E0005366 Photograph 4: Well and purnp voult
I ,'. ,illr".. (l'
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I
3
Photograph 5: Well cap tilted Photoqraph 6: Pun'rp vault on vtell lot
Photogroph 7: Pump voult occess
Photogroph 9: Flow to woste line
Panhandle Health District
Photographic Documentation for nwood Estates
Photogroph 8: Pump controls
Photogroph 70: Well dischorge line
4
Photogroph 71: Pressure switch ond gouge Photogroph 72: Pressure tonks
Panhandle Health District
Documentation for nwood Estates
Photogroph 14: Vent for pump vaultPhotogroph 73: Flow meter
Photogroph 75: Flow to waste
Photogroph 77: Well cop reset (photo
submitted by operotor)
Photograph 76: New gosket in place
(photo submitted by operotor)
5
Panhandle Health District
Drinking Water Supply Report
System: Lynnwood Estates
Date of Survey: September 28,2018
Source: Groundwater
Water System Type: Community
System Representative Present at Survey: Cole Rayner, OP
Surveyed by: Jamie Barton, PHD
PWS#: 1D1280259
County: Bonner
Connections: 21
LYNNVYOOD ESTATES WATER SYSTEM OYERVIEW
The Lynnwood Estates water system is classified as
a community public drinking water system located
approximately a Yz mile norlh of Athol, east of
Highway 95 along Trinity Lane. The water system
consists of a single drilled well, pressure tanks, and
distribution mains serving 2l rural residential
connections.
History
Lynnwood Estates was platted lrn1962 into 36lots.
Jerry Mortensen had a well drilled in 1991 (well #l)
to serve available lots within Lynnwood Estates
and the surrounding area. The well had collapsed
at the time of drilling and eventually led to an
overproduction of sand in the drinking water.
Kootenai Investnrent Company took over the water
system and had a second well (well #2) drilled
October 21,1994. Plans and specifications (P&S)
for the well and pump house were submitted to the
Idaho Deparhent of Environmental Quality
(DEQ) by Gem State Engineering in August 1994
and approved by DEQ September 1994. As
reported, well #1 was no longer used but remained
listed as a backup well until 2007 when it was
inactivated and scheduled for abandonment.
In April 2010, the water system was notified bythe
Panhandle Health Dishict effD) of being in
violation for exceeding the running annual average
maximum contaminant level (MCL) for arsenic.
The MCL for arsenic is 0.010 mglL. The owners
of the water system entered in a consent order with
DEQ in October 201 0 which provided timelines for
steps to be taken to mitigate the arsenic exceedance. Various options were explored; including
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Page 1 of4
treatnent at the source, point-of-use treatment, or drilling a new well. All options would have
been a significant financial burden to the water users or were not viable options. The water system
continued to exceed the MCL and remained on quarterly public notification until 2013.
In March 2013 the well was rehabilitated; including pulling the pump, sealing the lower portion
of the well, re-perforating the casing, and installing the pump at a higher level. The rehabilitation
resulted in a significant amount of fine material drawn through the perforations, causing a reduced
production which could not support the demands of the entire system. The filled portion of the
well was removed and following that entire process, all arsenic monitoring results have been below
the MCL.
Source - Well #2 (DEQ tag# E0005366)
The water system receives its water supply solely from well #2; an 8-inch cased well drilled by
H2O Well Services to a total depth of 394 feet. A well driller's report is on file with PHD and
indicates the 8-inch casing extends the entire depth of the well and is sealed with bentonite to 60
feet. The static water level was reported at324 feet below the surface with production tested at 50
gallons per minute. The casing extends 16 inches above the surface and is fitted with a watertight
vented well cap. A l5-horsepower submersible pump is provided in the well and is controlled by
a pressure switch in the adjacent pump vault.
At the time of the survey, bolts on the well cap were loose and the cap was tilted. It appeared the
gasket for the well cap may have been missing. Following the survey, the operator replaced the
gasket, reseated the well cap, tightened the bolts, and submitted photos to PHD.
The well and pump house are located on a 100 by 100 foot well lot along the north side of Trinity
Lane. A portion of the well lot is fenced to prevent unwarranted access to the well and pump
house; however, the well itself is located only 9 feet from the fence line leaving the well vulnerable
to the uses of the neighboring property. The water system should consider extending the fence
around the entire perimeter of the well lot.
Pump House
The pump house is a below ground concrete vault located on the well lot. A locking riser and
ladder are included for access to the vault. It appears that adequate light, heat, and floor drainage
are provided. According to the original plans, the floor drain discharges to drain rock beneath the
vault. Ventilation is provided thru a 4-inch pipe out the roof of the vault which is properly screened
and downtumed; however, it appears excess moisture could be an issue with the water system
components in the vault. The water system should pursue alternative methods to increase
ventilation. It is recommended the discharge line supports be painted to resist rusting.
Contained in the pump vault are the flow to waste line, cycle stop valve, sample tap, flow meter,
pressure tanks, pressure switch, and the pump control panel. The sample tap is smooth nosed and
is utilized for drawing water samples directly from the source. Four 85-gallon pressure tanks ride
on the system and are each equipped with an isolation valve and threaded tap for draining;
atnospheric vacuum breakers are provided on each ofthe threaded taps. That static pressure at
the time of the survey was 78 psi. The flow meter rcad 49,389,346 gallons. The pump control
panel is located on the west wall of the vault and includes an hour counter for the well.
Page2 of4
The flow to waste line discharges to a gravel basin located just east of the vault; the open end of
the discharge line is screened and downturned to keep the line clear of insects or debris. The gravel
basin is quick draining and located approximately 20 feet from the well; this was approved by
DEQ in the original plans for the water system in 1994.
Distribution
The distribution system is comprised of 4-inch PVC pipe and is not looped. Flush hydrants are
located at each of the dead ends and are flushed semiannually. All service connections are
equrpped with meter boxes and dual check valves.
The water system has implemented an extensive Cross Connection Control Program.
Monitoring
The following table shows the monitoring requirements for the water system.
Total coliform samples are rotated monthly throughout distibution, according to the water
system's sample siting plan.
Financial & Managerial Capacity
The Lynnwood Estates water system is privately owned and operated by Leslie Rayner under the
Spirit Lake East Water Company and is regulated by the Idaho Public Utilities Commission. The
water users pay $35 per month for up to 10,000 gallons and a $1 for every 1,000 gallons over.
The annual drinking water assessment fee is overdue and must be paid to DEQ
Cole and Leslie Rayner are the Responsible Charge Operators for the system and have Drinking
Water Distribution Class I Water System Licenses (Cole, DWD1-19173) (Leslie, DWDI-L4223).
All required water samples are submitted on time and a Consumer Confidence Report is provided
for the water system users.
Monitorins Reouirement Freouencv Location Next Due
Lead and Coooer 5 sarnples once every 3 vears Distribution 6lt-9/30 2021
Total Colifonn Bacteria Monthly Distribution Oct 2018
Arsenic Once every 3 vears Well #2 2022
Fluoride Once everv 9 vears Well #2 2019
Sodium Once everv 3 vears Well #2 2019
Primarv Inoreanic Compounds Group Once everv 9 vears Well #2 2019
Nitrate Annuallv Well #2 2018
Nitrite Once everv 9 vears Well #2 2019
Radiolosical - Gross Alpha Once everv 6 vears Well #2 2022
Radioloeical - Uranium Once everv 5 vears Well #2 2022
Radiolosical - Radium 226 & 228 Once everv 5 vears Well #2 20t9
Volatile Oreanic Compounds Group Once every 6 years Well #2 20t9
Page 3 of4
Compliance
The water system was found to be operating mostly in compliance with the Idaho Rules for Public
Drinking Water Systems. The following deficiencies were noted during the sanitary survey and
must be addressed. Please provide a written Corrective Action Plan (CAP) within 30 days
following receipt of this report, including a timeline for correction of the deficiencies.
Deficienciesl. Adequate ventilation is not provided in the pump house for dissipation of excess heat and
moisture from the equipment, as required by IDAPA 58.01.08.541.01.e. At the time of the
inspection there was no evidence of an increase in corrosion of metallic and/or electical
components from excessive heat and/or moisture. The requirement of ventilation will be
reevaluated every time a survey is conducted; however, steps to increase ventilation should
be pursued.
2. The water system is not current with the payment to DEQ of drinking water assessment
fees, as required by IDAPA 58.01.08.010.
Recommendations
1. Recommend painting the discharge line supports in the pump vault to reduce rusting.
Jamie Barton, Sr. Environmental Health Specialist
October 26. 2018
Date
Page 4 of 4
Panhandle Health District
Healthy People in Healthy Communities
PtftffcHealthPrcvcot. ProEotc. Protccl.
hllrdh Ecrttt DLtrlct
October 26,2018
Lynnwood Estates
Leslie Rayner
I eslie(@ myw aterworksonl i ne. com
Subject: Sanitary Survey of PWS #L280259,Lynnwood Estates
Thank you for the oppotunity to perform a sanitary survey on the Lynnwood Estates Water
System on September 28,2018. 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 [daho Rules for
Public Drinking Water Systems. The following deficiencies were noted during the sanitary
survey and must be addressed. Please provide a written Corrective Action Plan (CAP) within 30
days stating how and when the deficiencies will be addressed.
Deficienciesl. Adequate ventilation is not provided in the pump house for dissipation of excess heat and
moisture from the equipment, as required by IDAPA 58.01.08.541.01.e. At the time of
the inspection there was no evidence of an increase in corrosion of metallic and/or
electrical components from excessive heat and/or moisture. The requirement of
ventilation will be reevaluated every time a survey is conducted; however, steps to
increase ventilation should be pursued.
2. The water system is not current with the payment to DEQ of drinking water assessment
fees, as required by IDAPA 58.01.08.010.
If you have any questions or comments regarding this survey, please do not hesitate to contact
me at [phone] or [e-mail].
Sincerely,
Environmental Ilealth
8500 N Atlas Road
Hayden, Idaho 83835
Phone: [phone]
Fax: [phone]
www.phd l.idaho.eov
Jamie Barton
Registered Environmental Health Specialist, Sr
WaErRighlRrpod - E (tlmslsosrch
Water Right Owners
Owncrlyp. N.m.
OrEiml
Omer
Odginal
OYrner
Current
Orner
SPIRIT IAKE EAST WATER CO
HANSON PROPERTIES INC
AddtrlE
SPIRIT IAKE EAST WATER
SYSIEM
1/01 12131 028CFS 81.60Af;A
0.28CFS 81.60ArA
cftv &rt Poctll
God.
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Water Right Report : 95-9865( License/Active)
qO HANSON PROPERTIES ATTN: DALE A KINZER PO 8OX SPOKANE WA
7.tm
ID
99207
ID
Water Right Status
Priodty Date : 6/3/1980
Bssis : Licens€
Stat6: A.tive
Water Source
SouE Sourc.Qdf,.? Ttlbubrr T.lbut ryQu.Ifi.?
GROUNDWATER
Points Of Diversion (Location)
llourr TounrHp ffrgl. S.cdon 6dt l,ot (xxl AO a County Dlu.rd,onlyp.
GROUNDWATER 53N (xW 9 O NE S\A' K'OTENAI
Water Uses
Dhr.Irbn nrt. t oluttt
DOMESTrc
rgf^L
Places of Use
Place of Use Legal Description : DOMESTIC (KOOTENAI county)
Towrhlp Rrlgl. S.ctbo ]rt QOQ QQ Q Acttt
53N O4W 2 NE NE
53N 04W 2 NW NE
53N 04W 2 SW NE
53N O4W 2 SE NE
53N 0{W 2 SW NW
s3N O4W 2 SE NW
53N 04W 2 sw sw
53N (xW 3 t'IW tlw
53N O4W 3 sE sW
53N o/tw 3 SE SE
53N O4W 4 NE NE
53N (xW 4 NW NE
53N 04W 4 S:W NE
53N 04W 4 SE NE
53N 04W 4 NE NW
53N O/tW 4 NW NW
53N 04W 4 sW NW
53N 04W 4 sE NW
53N 04w .l NE Sw
- Eilna6earcll[dyao tlw Sw
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53N
53N
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53N
53N
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53N
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53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
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5.tN
Conditions
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(Nw 10
(xw 11
04w 11
$w lt
(Nw 11
(xu, 11
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04w 11
(NW 11
(xw 11
o4w 11
ilw 11
0'lW 11
04w r'r
o4w 11
oaw 35
sE s1i/
NE SE
Ifi' SE
NW NE
SW NE
SE NE
NE NW
twv Nw
sw Nw
SE NW
NE SW
NW Sw
$, s\,1,
sE sl,l,
NE SE
Iitw sE
SE SE
NE NE
r{'t / NE
5W NE
SE NE
NE NW
sl,l, Nw
5E t{W
tw sw
NE SE
twt, st
sVv SE
SE SE
NE NE
NVv NE
Sl,l, NE
SE NE
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NE SII'
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NW SE
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Pl€cc of usc alto knofln a6 Spirit lake East &Trc.portsuMiviConr Dorn€stic r.Ee is for 68 hdres.
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Dates Other lnformation
9ll&2022" l0:,l4AM
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ucens.d DaE: 1n0l19E9
Dccrccd Date:
Pemlt Proof Due Drtc :
Pennit Proof Mada D.t :
P.mitApprovad Date:
Permit Mordorium Expi6tion D.te:
EnLrgmer* t s. Prbrity Datr:
EnLrgsrfiant Statuc Priority Date:
6af{it+mRmgif 8t$iarrn
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Statc or Fcdaral :
w6t f Distrlct ifumb.r : NwD
Genedc Ma( Rat! FarAcrc:0
G€fl.rlc Ma( Volumc Per Aarr:0
CMI clse Numb.r:
Dccrcc Phntifr:
Dec]! DcfGndant:
Swalr Fllk Trust or Norilrust:
Swsn Falls Dsmissed :
DLE Act NumbGr:
911612022
Act Numbet
Mitigrtlri Phn F.ke
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Water Right Report : 95-9451( Decreed/Active)
Water Right Owners
OwnarTyp. Nrm. Addro$ Clty StltG Posttlcodo
CurentOwner SPIRITTAKEEASTWATERCO POBOX3388 COEURDALENE lD 838'16-2527
Directo6Reportowner KOOTENAIINVESTMENTSCOINC POEOXG COEURDALENE lD 83814-0006
Water Right Status
Priority Date : 8/3/1998
Basis : D€red
Status : Active
Water Source
sourrc SourcoQurllfisTributryTrlbutrryQurllflrr
GROUND WATER
Points Of Diversion (Location)
Sourrr Tmrhlp R.nge Scctlon 6ovt Lot (NXl QQ Q Counq Dhr.ttion Typ.
GROUNDWATER 53N O3W 3 O NE 5W KOOTENAI
GROUNDWATER 53N O3W 10 O SE NW KOOTENAI
Water Uses
E ncftd.l l,3. ;m To DtGBlm R.t Vdum
MUNtCtPAt 01/01 12131 0.35CFS 157.80AFA
TOrAt 0.35 CFS 157.80 AFA
Places of Use
This water right hs a 1319e Place Of UseEl
Conditions
Coda C-ndtbB
1 28 Place of use is within the area sred by the public water supply system of Kootenai lnwstments lnc. The place of u* is generally
locat€d within Tomghip 53 North, Range 3 wen, S*tions 3 and 10.
C18 This partial d€cree is subject to such general prwisions n$essary for the definition of the rights or for the efficient administration
ofthe water rights as may be ultimately determined by the Court at a point in time no later than the entry of a final unified decree.
Section 42-1412(6), ldaho Code.
004 This right does not grant any right-of-way or ea*ment across the land of another.
01M After sp{ific notifialion by the department, th€ right holder shall install a suitable masuring dsice or shall enter into an
agrement with the department to detemine the amount of water diverted from power Kords and shall annually report the
information to the department
PWS The water system described in this dght has been assigned Public Water Supply lD 1280259 by the ldaho Department of
Environmental Quality.
Dates Other lnformation
Licensed Date :
Decreed Date : 10/28/2019
Pemit Proof Du€ Date :
Permit Proof Made Date :
Pemit Approved Date :
Pemit Moratorium Expiration Date
Enlargment Use Priority Date :
Enlargement Statute Priority Date :
Application Recevied Date:
Protest Deadline Date:
State or F€deral :
Water District Number: NWD
Generic Max Rate Per Acre : 0
Generic Max Volume Per Acre : 0
Civil Case Number:
Decre Plantiff:
Decre Defendant :
Swan Falls Trust or Nontrust :
Swan Falls Dismissed :
DLE Act Number:
Cary Act Number:
Mitigation Plan: False
2 of3
IDAHO DEPARTMENT OF WATER RESOURCES
911612022, l0:42 AM
9t15/2022
Walerfu ghtRepon - Extemalsearch https://rcscuch.idw.idaho.gov/appVshaed/WrExtSearch/Reports/WaterfughtReport?basin=95&s...
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WatcrRightR€porr - ErtcmalseaEh
MUN|C|PAL 01/01 12131 0.41 CrS
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Places of Use
This water right has a Large Place Of Use d
Conditions
@ Cotrdtbro
Ucensed Date :.1272015
Decrecd Date:
Pemit Proof Due Oate tSlln$z
Pemit Proof Made Date:U5lm12
P€mir Appro/€d Date : 5/1 12011
Permit Moratorium Expiration Date :
Enhrgrn€nt Use Priority Date:
Enlargemnt Statute Priority Oate :
Application Recwied Dste: 9/10/2010
Prctst D€adline Date: 3/7 t411
Water Right Report : 95-13815( License/Active)
Water Right Owners
orIlt rllrp. N.m Add]ls Ot, St t Fo3t lcodG
CurentOtvner HAPPYVATTEYWATERSYSIEM INC PO8OX2306 HAYDEN lD 83835
R€presentative RICKEI.CATHY POBOX2306 HAYDEN lD 83835
Representative RICKELKEN PClBox2306 HAYOEN lD 83835
Water Right Status
Priority Date : 9/102010
Easis : Li@n*
gatus : Active
Water Source
Soutr. soolr.qdft.rTrlhryfHhoryaudifirr
GROUNO WATER
Points Of Diversion (Location)
llouru TownrHp R.ngl. S.cdon Cqrt tot (xxl aQ a CounBl Dtu.ulor lyp.
GROUNDWATER 51N O4W 17 O SE SW K@IENAI
Water Uses
Dln''lon Ratr lllolum
h@s://reuch.idm.idaho.gov/ryps/rbarcd/WrExtScarch/Reports/WaterRightR4ort?bagin=95&s€...
State or Federal :
Water District Number: NWD
Generic Max Rate Per AcIe:0
G6erk Max Volurie Per Acre : 0
Civil Case Number:
Decree Plantiff:
Decr€e Mendant:
Swan Falls Trust or Nontn st :
Swan Falls Dismiss€d:
DLE Act Number:
Cary Act Number:
Mitigation Plan: False
9t16n022
28.80 AFA
28.80 AFA
1 28 Place of use is within the a]?. sercd by the P(lblk water erpply systcm lDl 280220 of Happy Vall€y Wattr System lm. The place of
use is gensalt locat€d within Section 1Z Township 51 North, Range 4 wGst
180 A map depicting the place of re boundary for this wats right at th€ time of this appoal is attached to this do(urent fior
illustrative purposcs.
'174 'Ihis right authorhes the diveBion of ground water within the Rathdrum Prairi. Ground Water Management Area (RPGWMA). Use
of water under this riqht shall b€ subjcct to thc provisions of th. mnag€ment plan appro\cd by the director for thc RPGWMA
0l M After spccific notification by the D€partment, the tight hold.r shall install a suhabh measuring device or shall enter into an
agreement with the Department to use porer records to determine the amount of watcr diverted and shall annually report the
information to the Department.
004 This right does not grant any riglil-of-way or eas.ment across the land of another.
Dates Other lnformation
I of2
o - EfindSp,hrff trcF wArER REsorJ RcEs
9ll6n02z, l0:24 AM
WaterRightRepon - Extemalsearch https://reeach.idw.idaho.gov/apps/shred/WrExtsearch,/Reports/waterfughtReport?basin=95&se..
2 of2 9/1612022. 10:24 AM
W8tcrRighrRsport - ExternalScarch btps://rcrcuch.idw.irhho.go/apps/shrrcd/WrEx6crch/Reports^ilaterRiShtRe"ort?b8in=95&rc.,.
Water Right Report : 95- 1 0068( Decreed/Active)
Water Right O,vners
otm.r Typ. ]{mc
Cunentorn€r GEM SrATEWATERCO LtC
OrigimlowrEr IDAHO IRRIGATION INC
AdAt6c Clty St t Fortrl Cod.
PO8OX3388 COEURDALENE ID 83815
PULTMAN WA
PHious Owner TURNIPSEED, ROBEKr N PO BOx 1870 HAYDEN
Ppkrus Orner DIAMOND 8AR ESTATES LtC FO 8OX 971 HAYDEN
83&ts
83835
Water Right Status
Priority Date : 1 12911965
Basis : Dccreed
Status : AEtive
Water Source
Soult Sourr Qrrllfir lllbotry tlhrt.ry qudm.r
GROUNDWATER
Points Of Dive6ion (Location)
soum ToxnrHp R.rEl. S.Gdon Gotalot (xxl aO A Comty Dhr.EbnTyp.
GROUNDWATER 51N OIW 3 2 NvY NE KOOTENAI
GROUNDWATER 51N (xW 3 Z NW NE I(OOIENAI
Water Uses
tor0drl tl.. Fpm To Dturldon 8rt lrolum
MUNtCtPAt 01101 1?131 Z70CFS 859.mAFA
rurAt 2.70 CFS 869.00 AFA
Places of Use
This wat?r right hB a !3gge Plae of Use Ef
Conditions
Cod. Condtlont
T07 Ihe right holder shall accomplish th. changc authorized by this transfer within onc y.ar ofthc dat of this .pproval.
TO8 Failure of the right holder to comply whh the conditions of this transhr is cause for the Dircctor to ,€scind rpproval of the transfer-
046 Right holder shall comply with the drilling permit r€quiements of ldaho Code 5 42-235 and applicable Well Construction Rules of
the Departmant.
128 Place of use is within the area sen€d by the publk water spply syst m of Gem State - Di6mond Bar Estates 1D1280268. The place
of use is gcneralv loeted within Sections 33 & 3, Townships 52 & 51 North, R.nge o4w.
180 A m.p generally dcpicting the seBicc sm for this w.ter right at the time of this approval is attadr€d to this doomert for
illustratirr€ purposrs.
174 This right authorizG the diveEion of grcund water within the Rathdrum Prairir Ground water M.nagement Arca (RPGWMA). Us
of water under this ,ight shall be subject to the puisions of thc RFGWMA managcmnt plan apprcred by the dirxtor, indudiog
its conseilation goals.
01R when notified by the Departmnt the right holder shall install and maintain a measuring darice of I type acceptable to the
Department as part of the diverting rcrk9
1 75 wh€n notillcd by the DQartm€nt the right holder shall rccord thc quantity of wats direncd and annulv rcport divecions of
wator and/or oths pertinent hydrclogic and system information as required by ldaho Code t 42-701 , andlor tlle managemcnt
plan for the Rathdrum Prairie Grilnd wat€r Management Area
ood This right does not grant any right-of-way or ssrunt acrcss tha land of another.
Dates
I of2
o - Extemalsearch - Privacv
Other lnformation
911612022, l0:20 AM
WscrRiShtRcport - Brt.trtrrlscstch
licens€d Date:
Decr€cd Date : I 1y'8l2019
Prmit Proof Du. Date:
P.mit Proof M.de Date:
Pr.mitApprorcd DatG:
Permit Moratorium Expiration t ata :
Enlarymem Use Priority Date:
Enhrgemcnt Statute Priority Dat6 :
Application R.qicd Date
Prot6t Deadllnc Dato:
IDAHO DEPARruENT OF WATER RESOI/RCES
ht$B//rcs6srch.idlvr,idaho. gov/aFdr@in=95&sc...
Strte tr F.de6l :
Wlt r District Numbcr : TBD
Gmrk Mil R*e PerAcrc:0
Gcncrk Mrx Volume Per Acre : 0
CNil Case Number:
Decree Plantiff:
DecG€ DGferdant:
Smn Falls Trust or Nontrust :
gvan Falls Dismiss.d :
DLE Act Numbcr:
Cary Act Numbcr :9t16n022
Plaa False
2 of?9116n022,10:20 AM
WaterBightR€?ort - E)(tamlscarch htps://rcswch.idw.idaho,gov/appdebarcd/lilrExtsereh/Report/trraterRightReport?basin=95&sc...
Water Right Report i95-9W( License/Active)
Water Right Owners
orrf,rll,P. N.m. Addr..s Oty lft.t Ploatrlcod.
Curentowner BIIERROOTWATERCO PC,8OX2306 HAYOEN IAKE lD 83835-2306
Origimlorner RlCKEl, CATHY Z,
OrigimlOwner R|CKEL KEN Z.
Water Right Status
Priority Date : 8/1 1/19911
Basis : licens
Status : Activ€
Water Source r
Sourtc Sourc.qnffi.t Ttlht ry TdhtrryQurllftrr
GROUND WATER
Points Of Diversion (Location)
Soo.r. TowrrHp Rrlil. s.cdd GotL tot (xn AO a County Uv.|rblrfyF
GROUNDWATER 53N O3W 29 O 5W SIiI/ K@TENAI
GROUNDWATER 53N O3W 29 O SW SW KOOTENAI
Water Uses
MUNICIPAT
IOTAT
@4
01M
o1l01 12nl o.28CFS
0.28 CFS
/1590 AFA
45.90 AFA
Places of Use
This water right has a lgge Plae of Used
Conditions
Cod. Co.rddont
180
128
A map depicting th! place of use boundary for this wattr right at ttl. tirc of this app@d is attehcd to this document for
illustration purpos€s.
Place of usc is within the a'la senrd by thc public water srppt systlm of Rickel Water Company. The place of use is generally
located within sectionm,28,29,3Q32and 3l Tornship 53N, Range 03w.
Ihis right dos not grant any ,ight-of-way or ea*ment across the land of another.
After specific notification by the Department, the right holder shall install a suitabh measuring d€vice or shall enter into an
agr€emnt with the Departmont to use power records to deteminG the amount of water diverted 8nd shall annually rcpod the
info,m6tion to the D€partmcnt.
Dates Other lnformation
tisrs€d Date:126/2009
DecrGed Date :
Pemit Prcof Due Date :14U1999
Permit Proof Madc Date :111'2311999
Pemit APPffi€d Date :121211991
Pemit MoEtorium fxpir*ion Dtte:
Enlargmant Use Priority Date:
Enlargetr€nt Statute P,iodty Dste:
Application Recevied Date:
Prot6t DEdline Date:
IDAHO DEPARTMENT OF WATER RESOURCES
- Extemalsearch - Pdyary
State or Fedeal :
Water District Numb€r: NWD
Genark Ma( Rate P€r Acre:0
G6erk Ma( Volumc Per Arrc : 0
Civil Case Number:
Decre Plantiff:
Decrs Defcndant :
Swan Falls Dismiss€d
DL"C Act Number:
Cary Act Number:
Mitigation Plan: False
9116t2O22
I of2
o
911612022, l0:37 AM
Waterfu ghtReport - ExtemalSearch https://research.idw.idaho.gov/apps/shared/WrExtSearch/Reports/WaterRightReport?basin=95&se...
2 of2 911612022, 10:37 AM
War.rRightReport - Extemls€eh hups://merehidw.idabo.gov/apps/rbared/WrExtSmh/RcponVClaimRcport?bash+5&sq+6...
I
Adjud ication Cla im Rig ht Report: 95-9643(License/Active)
Water Right Owners
Own rTyp. Nrmr Addm Clty SirtG Fbn lcod.
Cumrt Onner BITTERROOI WATER CO INC PO 8OX 2306 HAYDEN LAKE lD 83835-2306
OriginalOrrer SILVER MEADOtitS INC PO BOX 318 BAW|6 , lD 83803-0318
Claim Status
Priority Date : /V1 1/1991
Easis : Licens
Status : Active
Water Source
Sourro SourtoQsrllfierTributtyTdbstTyQurfft.f
GROUNDWATER
Points Of Diversion (Location)
Sourc. Toumhlp Rrngo Srctbn (xtrl AO a C.urty DhElonTyp.
GROUNDWATER 53N O3W 29 SW SW TOOTENAI
GROUNDWATER 53N O3W 29 SW SW XOOTENAI
Water Uses
Sonrfidrl Usc From To DlEEbn Rrt. Volum.
MUNtCtpAL 01/01 12131 0.75CFS 192.00AF4
FTREPROTECnON 01y'01 12131 0.75CFS
Water Use Notes
W.t[ Uia Num
HmG
fw HG.d ]tydrcRadorv
DE
Tot l
Acraa
Acra
Umh
Num
Stocl
lrigldon Non Gonr
lh.
False
False
9rppl
Us.
False
False
MUNICIPAT
FIRE
PROTECTION
Places of Use
This claim has a lt19e Plee OI UseEl
Conditions
Cod. condtbE
180
0n
01M
Dates
lllc
False
False
@4
128
A mp depicting the place of use boundary for this wats riglrt at the time of this appro,sl is attached to this document for
illustration purposes.
Water shall not be diverted for fire prctection us under this right except to fight or r€pel an existing fire.
After sp*ific notifietion by the Departmnt, th€ right holder shall install a suitable mesuring d*ice or shall enter into an
agr€emnt with the D€psrtrcnt to u9e power records to detemine the arcunt of water divert€d and shall annually report the
information to ths Department.
This right does not grant any right-of-way or eas€mert across the land of another.
Place of us is within the aH sn€d by the public water $pply sFtem of Eitteroot Water Co lnc. The place of use is generally
locatcd within Sections20,28,29,30,12 and 33, Tilnship 53N, Range 03w.
Point of diveBion parcel number 0-7350{Dl {02{.
Point of diveEion parcel number 53n03w-2$6400.
I of2
@ - Extemalsearch - Priyaol
Other lnformation
9116n022, t0:36 AM
WUrughfcpot - ExtmalSar.h
Uc.ns.d Dat!: 1/26/20(B
chim RrcGiwd Drb t3t23l;1ff)
Dacr$d Date:
Fcflhh Proof Due Data:
P.rmitProdMed€ Dete:
F.mitApporcd Drt :
Permit Moratorium E piration Date :
Enl8rgm.nt t sG Prbrity DatG:
Enlaqsnrnt Strtute Prio,ity Date :
mtrr Suppry l.nk EnrollnEnt Dlte Acccpted
'UtFeU#*mf;rmmff[fi EelRttfApplic.tion ltE@ird DatG:
hqe:/ke*carch.ihrrirlato.Sov/qpd ...
StatGor Har.l:
Wat r Dishict Number : TBD
G.ncft Ma Volurnc PGrA.r,.:0
Civil Crse Number:
Decnc Plantiff:
D.craG Drfandsnt :
Srvan Fells Dismissed:
DLEAat Number:
GryAct Number:
Mitigltion Plsn: F!ls.9116t2O22
DGEdlin Deb:
2 of2 9ll6D02z,10:36 lJltl
WatrrRighrRepon - Extrmls€aEh
I of3
@
91rcf2022,l0:43 AM
IRRIGATION
DOMESTIC
TgfAI.
Water Right Report : 95-9949( License/Active)
Water Right Ownerc
OunGrnn Nlm. Addlt E Clty Strt Fo6t l cod.
CurentOrner SPIRITIAKEEASTWATERCO POBOX3388 COEURDALENE lD 83815-2527
Water Right Status
Pnonty oate:.5IZ1I1992
Easis : License
Status : Active
Water Source
Sourcc SoureQudlfit Ttlbutuy Ttlbut ryQu.llf.r
GROUNDWATER
Points Of Divercion (Location)
Soum Tom3hlp n ngr S.ctbn Goa Lot (Xlq QQ Q county Direnlm llpo
GROUNDWATER 53N O4W 9 O NE S\'\' KoOTENAI
Water Uses
htQs//resercb.idwr.idaho.gov/appdsbared/WrExtseeh/Reports/WaierRightRcport?basin45&rc...
II
3/1s 11/1s 0.80CFS
1/01 1U31 030CFS
1.60 CFS
Places of Use
Place of Use Legal Description: IRRIGATION (KOOTENAI county)
Tom.htp Rrfr S.ctbn lot Qql (xl Q AGn
53N OtW 2 NE NE 0.5
53N 04W 2 NW NE 0.5
53N 04W 2 $il NE 0.5
53N 04W 2 SE NE 0.5
53N 04W 2 NE NW 0.5
53N OIW 2 NW NW 0.5
53N o/tw 2 SW NW 0.5
53N 04W 2 SE NW 0.5
53N 04W 2 NE SW 0.5
s3N O4W 2 NW SW 0.5
53N 04W 2 SW SW 0.5
s3N O4W 2 sE sW 0.5
53N 04W 3 NE NE 0.5
53N OtW 3 NW NE 0.5
53N 04W 3 sW NE 0.5
53N o/tw 3 SE NE 0.5
53N 04W 3 NE NW 0.5
53N 04W 3 NW NW 0.5
53N (xW 3 SW NW 0.5
53N 04W 3 sE NW 0.5
53N OtW 3 NE SW 0.5
53N o/tw 3 Nw SW 0.5
53N O/tw 3 SW SV\, 0.5
- q3ft'atsearc.bd#yrry SE Sw O.s
WatorRightReport - ExtcrnalScarch h&s'/lreereh.idm.i&ho.gov/appdshsrEd/WrExrsearcb/Rcporls/WrleflightRs?6t?bslin{5&se ...
Toilrdlp f.ogp S.cdil lot QOQ ql Q
04w 3
04w 3
04w 3
04w 3
04w 4
o4w 1
04w 1
04w 1
04w 4
o4w 4
04w 4
(XW .[
0,+W 4
04w 4
oaw 1
O/+W 1
04w 4
$w4
(llw1
o/tw 4
04w 8
04w 9
o/tw 9
o4w 9
04w 9
04w 9
O/tW 9
04w 9
04w 9
otw 9
04w 9
04w 9
04w 9
(xw 9
04w 9
04w 9
qtw 9
O4W 10
o4w 10
o4w 10
04w 10
o4w 10
04w 10
04w 10
04w 10
o4w 10
04w 10
o,fw 10
o4w 10
04w 10
(xw 10
(xw 10
04w 11
Aarrt
0.s
sE 0.5
sE 0.5
sE 0.5
NE 0.5
NE 0.5
NE 0.5
NE 0.5
NW 0.5
NW 0.5
NW 0.5
NW 0.5
SiW 0.5
sw 0.5
sw 0.5
sw 0.5
sE 0.s
sE 0.5
5E 0.5
sE 0.5
NE 0.5
NE 0.5
NE 0.5
NE 0.5
NE 0.5
NW 0.5
i&v 0.5
NW 0.5
NW 0.5
su, 0.5
sw 0.5
sw 0.5
sw 0.s
sE 0.5
sE 0.5
sE 0.5
sE 0.5
NE 0.5
NE 0.5
NE 0.5
NE 0.5
NW 0.5
tlw 0.5
NW 0.5
NW 0.5
5U/ 0.5
Sr'v 0.5
sw 0.5
sE 0.5
sE 0.5
sE 0.5
sE 0.5
NE 0.5
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
53N
NE
tlW
sw
SE
NE
sw
SE
NE
NW
sw
SE
NE
NW
sl,\,
SE
NE
NW
Slr!/
SE
NE
NE
NW
sw
SE
NE
NW
$rr,
SE
NE
NW
$r
SE
NE
NW
sM/
SE
NE
NW
sw
SE
NE
NW
svv
SE
NE
NW
sw
NE
NW
sw
SE
NE
SE
2 of3 9ll6t20z2,10:43 AM
WaterRightR€?oil - Ertamlssrch
Tilrdrlp Rrngo
53N 04W
53N 04W
53N 04W
53N 04W
53N 04W
53N 04W
53N (xW
53N 04W
53N 04W
53N O4W
53N (xW
53N o4W
53N (xW
53N 04W
53N 04W
54N O/tW
54N 04W
54N 04W
tlN O4W
54N 04W
54N 04W
srtN (xW
lnigation Totals
Socrlon lot (KlQ
11
11
11
11
11
11
11
11
1t
11
11
11
11
1t
11
35
35
35
35
35
35
35
Q Aat
NE 0.5
NE 0.5
NE 0.5
NW 0.5
NW 0.5
NW 0.5
NW 0.5
sw 0-5
sw 0.5
sw 0.5
sw 0.5
sE 0.5
sE 0.5
sE 0.5
sE 0.5
sw 0.5
sw 0.5
sw 0.5
sw 0.5
sE 0.5
sE 0.5
sE 0.5
ao
l,lw
sw
SE
NE
NW
sw
SE
NE
NW
sw
SE
NE
NW
SW
SE
NE
NW
sw
SE
sw
5E
hQs://rerch.idm.idaho.gov/apps/shucd/lVrEx6arcblReportslTataRigbtRep6t?basin45&rc...
Sttte or Fcderal :
Water District Numbor: NWD
Gserk Ma Rzte PerAcrc:0
Gmric Ma Vdum Per Acrc : 0
Civil Case Numbor:
Dccr€e Plantiff:
Decr€e Hendant:
$nan Falls Trust or Nontust :
Swan Falls Dismissed :
DLE Act Number:
CaryAct Numbcr:
Mitigation Phn: Fals
Cod.
R62
49.50
Conditions
Coilddonr
Rights 95-07&49 and 96{883() whcn combined shall not sced a total annual maximm divemion rolure of 148.5 af for inigation
of a total of49.5 acr€s and 219.6 af for in-hils€ usa for a total of 366 hom€s. Domestk ue under this right docs not include hwn,
gad€n, landscap., or other type3 of inigation. Right 96-07849 is also divert€d through the point(3) of diveEion dcscriH abow.
Placeofuse islo€atcdwithin Lots 1-11 8lk 1; tob 1-26,81L 4 lots l-11, Blk 3;Treepo]tSubdivisionand Lots 1*{, Blk 1; tots 1-9,
BIL e bts 1-14 Ellc 3; toB 1-21, Blk 4 Lots 1-14 BIL 5; tors 1-22 8lL 6; toB 119, 8lL 7; tots 1-6 8lk 8; tots 1-9, BIL 9; tots
1-11, Blk 10; Lots 1-3a 8k.11; Lors 1-19 Blk la tots 1-19, Blk 13; tots 1-16, Blk. l/[ tots lJ5, BlL l5; tots l-24 Blk.16; lots
1-18, Blk 1Z Lots 1-1t Blk 18; Lots 1-9, BlL 19; and tots 1-13, BIL 2q Spirit take EasL
Ihis right when combined with dl othcr rights shall provide no morc than 0.02 cfs per mrc nc more than 3O afa per *c at the
ficld headgate for inigation of the hnds abde.
Dates Other lnformation
Ucensed Date : 1 Ul 3/1 998
Decrued Date:
Pemit Proof ArG Date:
Pemit Proof Made Date:
Permit Approved Date:
Pemit MoBtorium Expiration Date:
Enhrgm€nt Us€ Priority Datr:
Enhrgcm€nt Stat te Priority Date:
Application Recwied Dat€:
Prot6t D€adline Date:
IDAHO DEPARTMENT OF WATER RESOURCES
3 of3 91rcn022,10:43 AM
9^6n0?2
WaterRigbtReport - Exterulsemh
Licens€d Date :
Decred Date : 1U8l2019
Permit Proof Due Date : 10/1/1986
Permit Prcof Made Dale :812511986
Pemit Approved Date: 10/15/1981
Permit Moratorium Expiration Date :
Enlargment Use Priority Date :
Enhrgement Statute Priority Date:
Application Rssied Date: 8/2511981
Protest Deadline Date:
IDAHO DEPARTMENT OF WATER RESOURCES
bups//rcsmb.idw.idabo.gov/appVshared/llVrExtsemh/Repotu/WaterRightReport?basitr=95&s...
Water Right Report : 95-81 30( Decreed/Active)
Water Right Owners
OuffiTypr N.m Addnrs Oty Strtr Fortrl Codr
CurentOwner GEMSTATEWATERCOMPANYLLC 250SWTAYIORSTSTEIm PORTLAND OR 97204-3038
OrigimlOmer TROYHOfFMANWATERCORP 710WDAITONAVESTEJ COEURDALENE lD 83815
Water Right Status
Priority Date ; 8/26lt 981
Basis : Deced
Status : Active
Water Source
Soum Sourc.Qurlifilr Trlbut ty Ttlbut ryQu.llrl.?
GROUND WATER
Points Of Diversion (Location)
souru TmrHp RrEE SGctbn 6o*fot Q(Xl aO a Counq DlffilonTypG
GROUNDWATER 51N O4W 36 O SW SE KOOTENAI
Water Uses
ldrrficill Us From To DlrcEloo R.t lrblum
MUNICIPAL 01/01 1231 0.63CFS t.f1.70AFA
TOrAL 0.63 CFS 141.704FA
Places of Use
This wat€r right has a Large Place Of UseEl
Conditions
Codr Condtbm
Cl8 Thispartialde6eeissubjtrttoschgeneElprovisionsn(6sryforthedefinitbnoftherighBorfortheefficientadministBtion
of the water rights as may be ultimatet detemined by the Court at a point in time no later than the entry of a final unified decrc.
Section 42-'1412(6), ldaho Code.
126 Place of use is within the seNke area of Troy Hoffman Water Corporation as provided for under ldaho law.
C04 Right includes rcomplished change in purpose of use puEuant to Section 42-1425, ldaho Code.
C05 Right includes accomplished change in place of use puBuant to S€ction 42-1425, ldaho Code.
853 Right Nos.95-2117 and 95-8130 arc limited to a total combined annual diveBion yolume of 141.7 At.
F20 Rjght Nos. 95-2117 and 95-8130 arc diverted through th€ point of diversion described above.
Dates Other lnformation
State or Federal :
Water District Number: NWD
Generk Max Rate Per Acrc : 0
Generk Ma Vdum Per Acre : 0
Gvil Case Number:
Decree Plantiff :
Decre Defendant :
Swan Falls Trust or Nontrust :
Swan Falls Dismis*d :
DLE Act Number:
Cary Act Number:
Mitigation Plan: False
9/16n022
I of I
@ 2021 - Extemalsearch - Pliyaqr
911612022, l0:18 AM
WaterRightRcport - ExtemalSerch htgs://rrcreh.idw.idaho.gov/apps/sharcdAilrExtSmh/ReportVWat€rRigbtRcport?basin=95&se...
-I
State or Fcd€ral :
Water District Number: NWD
Gseric Max Rste Per Acre : 0
Gserh Max Volume Per Acre : 0
Civil Case Number :
D€cre Plantiff :
Decree Defendant :
Swan Falls Trust or Nontrust :
Swan Falls Dismis*d :
DLE Act Number:
cary Act Number:
Mhigation Plan: False
9t16/2022
Water Right Report :95-2117( Decreed/Active)
Water Right Owners
OwnrrTyp. Nmrc Addm Cfty St tr Fortrlcod.
Cunent Oflns GEM STATE WATER COMPANY LIC 250 SW TAYI"OR Sf SfE 100 PORTTAND OR 97204-3038
Originalotmer TROYHOFFMANWATERCORP Tl0WDALTONAVESTE, COEURDATENE lD 83815
Water Right Status
Priority Date : /Y30l1956
Basis : D€cred
Status : Active
Water Source
Sourcr SoureQullfior Tdbut ry Tdbut ryQulificl
GROUNDWATER
Points Of Diversion (Location)
Soure Towmhlp nrngo Sfrtbn Gda tot (XlQ (Xt Q Counq Dlnrlon Typo
GROUNDWATER 51N (xW 35 O SW SE I(OOTENAI
Water Uses
01/01 1231 o.socFs
0.50 cFs
Places of Use
This water right has a lalge Place oI I'Jse d
Conditions
Codo Coldtloro
MUNICIPAL
IIOfAL
126
c18
60.00 AFA
60.00 AFA
c04
c05
E53
F20
Place of use is within th€ sewice area of Troy Hoffman Water Corporation as provided for under ldaho law.
This partial decre€ is sbj*t to such general poisions nsessary for the definition of the rights orfor the efficient administration
of the water rights as may be uhimately determined by th€ Court at a point in tim no laterthan the entry of a final unified d*re.
S€ction 42-1412(6), ldaho Code.
Righl includes accomplished change in purposc of use pursuant to S€ctior 42-1425, ldaho Code.
Right includes accomplished change in place of use puEuant to Section /12-1425, ldaho Code.
Right Nos. 95-2117 and 95-8130 are limit€d to a total combined annual diversion volume of 141.7 AF.
Right Nos. 95-21 1 7 and 95-8130 are di\rerted through the point of diveEion described above.
Other lnformationDates
Licssed Date :
Decreed Date:11/V2019
Pemit Proof Due Date:
Pemit Proof Made Date:
Permit Approved Date :
Permit Moratorium Expiration Dat€
Enlargment Use Priority Date:
Enlargement Statut€ Priority Date :
Application Recevied Date:
Protest Dadlire Date:
IDAHO DEPARTMENT OF WAT€R RESOURCES
I of I
@ 2021 - ExtemalSearch - Privacy
9116D022, l0:17 AM
,.,{f} xw roturol'
Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Reouest Resoonse
Request No.: GSW-W-22-01 IPUC DR 24
24. Multiple customers have complained of chronic low water pressure
problems. Please identify which systems have low-pressure problems, the nature of
each problem, and the Company's plans to fix them.
Resoonse:
Bar Circle S has been subject to complaints regarding low pressure. Complaints began
late summer 2020. Prior to that time, the Company was unaware of any pressure
complaints regarding the service to customers at Bar Circle S. At that time, we were
notified that those customers had been reporting low pressure to the previous owners of
the system for many years and had been placed on altemating watering schedules
during particularly hot summers. !n response to these complaints, the Company hired a
licensed professional engineering firm to perform a pressure study. This pressure study
spanned a fullyear, using different measurement locations and electronic measurement
equipment. Although the study showed very little variance in pressure, the Company
decided to use the study to develop on overall facilities plan for Bar Circle S. This
facilities plan will include upgrades to increase overall pressure and volume throughout
the system creating benefit for all Bar Circle S customers. We are actively pursuing the
completion of a 20-year capital improvement master plan for all Gem State systems with
carefully planned improvements and benefits. This is expected to be completed in
December 2023.
The Company has not been notified of any additional pressure complaints.
IW llotulol'
Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Reouest Resoonse
Request No.: GSW-W-22-01 IPUC DR 25
25. Please provide the monthly power invoices for each system from Jan 2020 to the
present. lf a system has multiple electric accounts, please clarify which accounts
correlate to which pump.
Resoonse:
Please see the system detail below. lnvoices provided in separate attachments as
GSW-W-22-01 IPUC DR 25 Aftachments 1 - 141.
Kootenai Electric
Account # - 1843155 9112 LIBERTY DR Comm Pump/Qty 3 - Spirit Lake East
Account # - 1843155 3533 E Brunner Rd Pump- Bitterroot
Account # - 1843155 25658 N Clagstone Rd Pump - Bitterroot
Account # - 1843155 10025 N Happy Trl Pump - Happy Valley
Account # - 184315514027 N Rodeo Rd Comm Pump - Diamond Bar
Account # - 1843155 GARWOOD RD Comm Pump - Bar Circle S
Account # - 1843155 Garwood Rd Pump - Bar Circle S
Northern Liohts
Account # 50687270 - Lynnwood Water
Avista
Account # 1645355279 - 17567 N Circle S Trail - Bar Circle S
Account # 2218886318 - Hoffman Ave Anne St Pump - Troy Hoffman
Account # 0050066356 - 2000 N Rodeo Dr Pump House - Diamond Bar & Office Ste 203
Account # 4135687441 - Office Suite 210
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Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Reouest Response
Request No.: GSW-W-22-01 IPUC DR 26
26. What is the Company's current meter reading schedule (e.9., 1Sth day of the
month, third Saturday, etc.)?
Response:
Meters are read starting on approximately the 25h of each month, depending on
weekends and holidays. It currently takes two people four full days to read the meters,
with a 5th day used for meter re-reads to ensure billing accuracy.
llW llqturol'
Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Reouest Resoonse
Request No.: GSW-W-22-01 IPUC DR 27
27. Please provide the following for each meter size for each month from January 2016
through December 2021:
a. Number of Billed Customer Charges;
b. Gallons of water provided to customers at no charge as part of the Minimum
Charge; and,
c. Gallons sold to customers in excess of the maximum gallons allowed in the
Minimum Charge.
Response:
The requested data from 2016 to mid-2019, prior to acquisition, is not available. The file
contains data starting in August 2019.
Please see attached excelfile GSW-W-22-OI |PUC DR27 Attachment 1.
.c,
4,llW llotulol'
Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Request Resoonse
Request No.: GSW-W-22-01 IPUC DR 28
28. Please provide monthly consumption data in gallons - by customer and meter size
- for al! months in which data is available from 2016 to present.
Response:
The requested data from 2016 to mid-2019, prior to acquisition, is not available. The file
contains data starting in August 2019.
Please see excel ftle GSW-W-22-01 IPUC DR 27 Attachment 1, tab DR-28.
.4,{} xw lloturol'
Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Request Resoonse
Request No.: GSW-W-22-01 IPUC DR 29
29. Please explain how charges are calculated in situations where previous monthly
bills were estimated, or meter readings were missed.
Response:
It is common in the winter months for meter readings to be missed. As described in
Contract Conditions of Schedule 1 through 4 and 7, in these instances, the customer is
charged the minimum charge for each month the meters are inaccessible (i.e., Bar
Circle'S' customer would be charged $40). Then when meter reading occurs in the
Spring, the actual usage is calculated and the customer is charged for usage in excess
of the total allowance given (i.e., 7,500 x 5 months, or 37,500 gallons) using the excess
usage charge (in this case $1 .74 rate per thousand gallons).
This is the same process used for individual meters that may be inaccessible due to
other reasons during normal meter reading months.
Currently, in Section 6 (Billing and Payment) of the General Rules & Regulations of
Gem State Water's Tariff, Section 6.2 reads (emphasis added):
'!f the system is metered, the Company shall try to read the meters prior to
each billing unless specified differently on the applicable rate schedule. lf
the Company's meter reader is unable to gain access to the premises to
read the meter, or in the event the meter fails to register, the Company will
estimate the Customer's water consumption for the current billing period
based on known consumption for a prior similar period or average of
several periods. Subseguent readings will automatically adjust for
differences between estimated and actual. Bills based on estimated
consumption shall be clearly marked as "esfimated'.'
As a result of preparing this response to Staffs discovery request GSW-W-22-01
IPUC DR 29, the Company has determined that Section 6.2 should be revised to
reflect the practice used by the Company and stated in the above-referenced rate
GSW.W.22-01 IPUC DR 29
NWN Response
Page2of 2
schedules. Gem State Water will seek a tariff revision to General Rules &
Regulations Section 6.2 of its Tariff to reflect that practice, as follows:
"lf the system is metered, the Company shall try to read the meters prior to
each billing unless specified differently on the applicable rate schedule. lf
the Company's meter reader is unable to gain access to the premises to
read the meter, or in the event the meter fails to register, the customer will
only be billed the minimum monthly charge as sef forth in the applicable
Schedule. The Company aggregafes the applicable monthly allowance for
each month that no meter reading is taken and bills for allusage
exceeding the total aggregates allowances on the next bill issued after the
meter reading is taken."
llW lloturo!'
Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Request Response
Request No.: GSW-W-22-01 IPUC DR 30
30. Please provide an estimate of total unaccounted water losses due to leaks, wasted
water, etc. by month trom 2011 to present. Please explain how these losses are
estimated.
Resoonse:
Gem State Water can provide estimated water loss information for the period of time the
systems have been under ownership of Gem State Water. However, we are unable to
provide a monthly water loss estimate due to tfie inability to read meters year-round.
Gem State Water does attribute a level of uncertainty as to the validity of the loss due to
the age of the meters and their accuracy. Gem State Water uses an unaccounted-for
water ratio calculation based on amount pumped less delivered divided by amount
pumped.
To address unaccounted for water we have an ongoing leak detection program,
however, the age of the metering equipment paired with the distance between isolation
valves and the inabili$ to collect year-round consumption data make identifying
potential areas susceptible or experiencing loss a difficult task.
An annual estimate of total unaccounted water loss due to leaks and major system
breaks is found in the following chart. We have accounted for our twice annual system
wide flushing in the calculations.
System 2019 2020 2021 2022
o
Spirit Lake
August 2019
L2.Oe/o 3t.16%L354%t7.600/0
Lynnwood
August 2019 L4.$V/o L3.57Yo L3.77o/o L3.27%
GSW-W-22-01 IPUC DR 30
NWN Response
2ol2
Diamond Bar
November 2019 N/A LA.L7%L2.29f/6 934%
Bar Circle S
November 2019 NI/A 8.24%10.09%L2.L7%
Bittenoot
March 2020 N/A L5.43%!2.L8.9/5 LI-.OWo
Happy Valley
March 2O2O N/A L5.75%LO.52%L],.27%
Hoffman
September 2021 N/A N/A N/A L7.9M
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Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Reouest Response
Request No.: GSW-W-22-01 IPUC DR 31
31. Please answer the following questions regarding irrigation meters
a. Who installs the inigation meters (original connection)?
b. Who maintains the inigation meters?
c. Who tests to insure accurate readings?
d. What months are they in-use?
Response:
a. There are no records as to whom initially installed the irrigation meters (original
connection). Gem State Water is requiring the new connections to purchase meters
and the Company installs them. Meter loops and infrastructure were preinstalled by
the Company at Diamond Bar.
b. The irrigation meters are maintained by Gem State Water staff.
c. The irrigation meters are tested by Gem State Water staff to ensure accumcy.
d. The irrigation meters are installed and activated April 1Sth and turned off/removed
October 1Sth.
o 1lW ]lotulol'
Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Request Response
Reouest No.: GSW-W-22-01 IPUC DR 32
32. ls a backflow prevention device installed for every customer, for both residential
and for irrigation meters (for those customers having irrigation meters)?
Response:
No, the backflow prevention is not required for all customers, but Gem State has an
active cross connection control program that requires customers with potential cross
connections to have a testable double check valve assembly installed.
,^{p ttw lloturol'
Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Reouest Resoonse
Request No.: GSW-W-22-01 IPUC DR 33
33. Are all backflow devices checked and certified as operational on an annual
basis? lf not, how many backflow meters are checked?
Response:
Gem State Water requires all customers with testable backflow devices to have their
equipment checked annually and to provide the Company with a copy of their test
results. Backflow devices are owned by the customers and are located on the
customer-side of the meter.
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Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Request Response
Request No.: GSW-W-22-01 IPUC DR 34
34. What is the current (initial) connection charge for a new customer? ls the Company
proposing to change the connection charge? lf the Company is proposing a change,
please describe the cost basis for this change.
Response:
The current initial connection charge for new customers is below:
Diamond Bar Estates $2,500
Spirit Lake East $2,500
Lynnwood Estates Subdivision $2,500
Bar Circle'S" Water Company $2,500
Happy Valley Water Systems, lnc $5oo
Bitterroots Water System, lnc.$750
Troy Hoffman Water Corporation, lnc $458
Rickel Water Company $6,000
The Company is proposing to adjust and consolidate the new customer charge as
follows:
GSW.W-22.01 IPUC DR 34
NWN Response
2of 2
For the cost basis, please see Confidential GSW-W-22-01 IPUC DR 34 Attachment 1,
item numbered 1 (when service is on the same side of the road). This estimate is for
external labor and does not include the additional Gem State Water labor for processing
the request or for the field manager making a site visit.
The fee for service when the Company is required to bore a line under the road is based
on time and materials. This fee estimate appears as item 2 on Attachment 1. The
following quote is from Schedule No. 5 (Non-Recurring Charges) in Gem State Wate/s
Tariff.
New Customer Connection Charge - When the installation of a new service line[]
requires the Company to bore a line under a road, all additional costs will be
charged to the customer on a time and materials basis. The new customer mav,
at their option, hire Gem State Water approved independent contract[or] to
perform the road bore and connection. The Company will require such contractor
to show proof of bonding, licensing, and insurance and at least five (5) years of
experience at hot tapping water lines. Gem State Water Master will inspect and
approve allwork being performed to insure compliance with the Company's
installation requ irements.
Gem State Water Company $5,500
Correctqurymen t
Correct Equipment
Address: 14576 NE 95th Street
Redmond, WA 98052
Redmon{ WA: [phone]
Canby, OR: [phone]
Toll Free: (877) 37 | 4555
www. CoRRECTEQLJIPMENT.COM
May 23,2022
Leslie Abrams-Rayner
General Manager
Gern State Water
Troy Hoffman Kamstrup Acoustic Leak Detection (ALD) Meter Quote
WITH DRTVE BY READ (AMR)
Item Type Number Description Qty.Each Extended
I 02-K-02-D-l-8B-8-UB flowIQ 220025 GPM %. x'/t" x7Yz"
Composite ALD
0 $348 $0
2 02-K-02-D-r-8C-8-UB flowIQ 2200 32 GPINI 3/q" x 7Y2"
Composite ALD
147 $348 $5 1,1 56
3 02-r-02-D-t-8D-8-UB flowIQ 2200 55 GPM l'xl03/+"
Stainless Steel ALD
0 s432 $0
4 02-L-02-D-t-8F-8-uB flowIQ 3200 RF; 120 GPM 1.5" x 13"; 316
stainless steel flow tube; flange connection
0 $840 $0
5 02c-01-D18H-8US flowIQ 3200 160 GPM 2" (fl) x 17"
Stainless Steel
0 $ 1,080 $0
6 02c-01-Dl8K-8us flowIQ 3200 350 GPM 3'(fl) x 12"
Stainless steel
0 $1,840 $0
7 02c-01-Dr8P-8us flowIQ 3200 700 GPM 4" (fl) x 14"
Stainless steel
0 $2,&0 $0
66-97-902 US Pit Antenna II, 6.6 ft cable, AMI
connection
0 $42 $0
8 6696/,0020 READy Converter (2 Sets)
2 x READy 3 channel converterbuilt into
a sturdy flight case with accessories
I $1,800 $1,800
9 6696053 READy Manager forAMR forup to 250
metering points (One Time Fee)
I $1,212 $1,212
l0 66960s3FH READy Hosting Subscription for up to 250
metering points (Annual Fee)
I sl,l42 $1,142
ll BCUS30302.200W Up & Running with Leak Detector I s45s s45s
t2 BCUS30302.l02W Subscription - Leak Detector, < 250
metering points (Annual Fee)
I $843 $843
l3 Correct Equipment AMR Installation Start-up and Training
Leak Detector Training
I $1,500 $1,500
t4 B,C20107.2X Billing software interface and training I $2,000 s2,000
PRICE: $60,108
Correctqurymen t
Correct Equipment
Address: 14576 NE 95th Street
Redmond, WA 98052
Redmond, WA: [phone]
Canby, OR: [phone]
Toll Free: (877) 37 1 4555
WWW.CORRECTEQUIPMENT.COM
READY Manager
Licensine Fee (One Time Fee)
6696051 Software < 100 metering points $713
6696052 Software < 250 metering points $1,212
6696053 Software < 800 metering points $1,712
6696054 Software < 1,600 metering points $2,539
Annual Hostins Fee (Annual Fee)
669605IFH Hosting subscription S 100 metering points $706
6696052FH Hosting subscription < 250 metering points $1,142
6696053FH Hosting subscription < 800 metering points $1,464
6696054FH Hosting subscription < 1,600 metering points $1,847
Leak Detector
Annual Hostine Fee (Annual Fee)
BCUS30302.l01W Subscription price, Leak Detector, < 100 metering points $340
BCUS30302.l02W Subscription price, Leak Detector, < 250 metering points $834
BCUS30302.l03W Subscription price, Leak Detector, < 800 metering points $2,618
BCUS30302.l04W Subscription price, Leak Detector, < 1,600 metering points $5,137
.Terms & Conditions of Sde:
-F.O.B.: Redmond WA or Factory ifnot in stock in Redmond
-Payment Terms: Net 30 Days - Our terms ofpaymeirt are 100% payable 30 days after shipment. Since this is an agreement between Buyer and Seller,
and Seller has no relationship with the third party owner, this agreement must be independent ofany thirrd party action or inaction. Payment will be due as
indicated above without a dependency on the buyer being paid by the owner, with no frirther restriction or impediments, and regardless ofany paym€nt
arangement that may exist between contractor and owner.
-This price is in effect for 60 days.
-Submittals, ifrequired, will be provided 2 weeks after receip ofall technical data at Correct Equipment.
-Delivery will be made in ap,proximately 4-8 weeks after receipt oforder and/or approvals and resolution ofall necessary technical data
at Correct Equipment
Quotation prices do not include any sales taxes or any other taxes that may apply.
-This quotation is limited to the products and/or services as listed and excludes any item or service not specifrcally listed.
Dean Brown
Conect Equipment
d ea n b@co rrecteq u i p ment. co m
425-466-6888
1lW tloturof
Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Reouest Response
Reouest No.: GSW-W-22-01|PUC DR 35
35. Please provide the cost of new meters by meter size and type (i.e., residential and
irrigation).
Response:
Please see GSW-W-22-01 IPUC DR 35 Attachment 1 for a recent cost quote for new
meters by meter size (costs are not differentiated by type in the quote).
o
^,(V t{w tloturol'
Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Reouest Response
Request No.: GSW-W-22-01 IPUC DR 36
36. On average, how much time is required to install a meter for a new customer,
including driving time? Is the installation work performed by just one person? If not,
please state how many.
Response:
The typical time to install a meter for a new customer varies. Most new connection
requests have no existing infrastructure and must be hot tapped from the mainline. This
hot tap may require a road crossing or bore. New connections must be paid for and
scheduled two weeks in advance to allow for the necessary procurement of materials
and locates. Meter sets can take from one work day to three work days, depending on
environmental factors and location.
The work is typically performed by a subcontractor and usually includes two to three
people.
O ** ttoturo!'
Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Reouest Response
Request No.: GSW-W-22-01 IPUC DR 37
37. Please provide copies of any communication with IDEQ indicating any deficiencies
identified or recommendations made as a result of the sanitary survey and the
Company's response concerning stiatus of compliance of such deficiencies and/or
recommendations, if deficiencies and/or recommendations exist.
Response:
The IDEQ sanitary surveys were provided in attachments to DR 23.f. The following
systems had deficiencies identified in IDEQ.
Bitterroot status was deficient when acquired. lt is reapproved with facilities plan
and plan for upgrades. The conespondence for this system is provided in
Attachments 9 - 12 of this response.
Lynnwood Estates deficiencies have been resolved but there are no records of
corespondence available because the records were in a prior email system that
is no longer available.
Troy Hoffman deficiencies have been resolved but there are no records of
correspondence available because this occurred prior to the acquisition and the
records were not provided.
Diamond Bar deficiencies have been resolved. The correspondence for this
system is provided in Attachments 1 - 8 of this response.
a
a
a
ldaho Department of Environmental Quality Prlnt Form
Engineering Review Transmittal Form
Consultant/Engineer: Review this revised transmittal and complete all sections applicable to
this project submittal. Retum a completed form with each submittal made to DEQ for review.
Failure to include this fully completed form may result in a delay of project review.
Submittal date
Project title
4t9t2020
Diamond Bar Estates Public Water System Well #2
City
Water purveyor
Sewer purveyor
County Kootenai 83858Zip code
Gem State Water Company Will serve? E Yes E Ne
Will serve? flYes E Ne
Consulting firm f-O Engineers
Engineer Scott McNee, P.E.Engineer's email smcnee@to-engineers. com
Gem State Water CompanyOwner/developer
Contact name
Owner's address
Phone
Coeur d'Alene tD 83816
Leslie Rayner
P.O. Box 3388
City State Zip code
(877)7ss-9287 Owner's email [e-mail]
Standard reviewReview type
Submittal description
Project tlpes:
Wastewater
Preliminary engineering report
Drinking water Well design
Solid waste/landfill
Reuse (municipal) (WRU-M)
Engineering Review Transmittal Form Page of
ldaho Department of Environmental Quality Print Form
Engineering Review Transmittal Form
Consultant/Engineer: Review this revised transmittal and complete all sections applicable to
this project submittal. Return a completed form with each submittal made to DEQ for review.
Failure to include this fully completed form may result in a delay of project review.
Submittal date
Project title
4/9t2020
Diamond Bar Estates Public Water System Well #2
City
Water purveyor
Sewer purveyor
County Kootenai Zip code 83858
Will serve? EIYes E Ne
Will serve? EYes E Ne
Gem State Water Company
Consulting firrn I-O Engineers
Engineer Scoff McNee, P.E.Engineer's email [e-mail]
Gem State Water CompanyOwner/developer
Contact name
Owner's ad&ess
Coeur d'Alene State
Phone (877)7ss-e287
Leslie Rayner
P.O. Box 3388
City TD Zip code 33816
Owner's email [e-mail]
Review type
Submittal description
Project types:
Wastewater
Standard review
Plans/specs
Drinking water Well design
Solid waste/landfill
Reuse (municipal) (WRU-M)
Engineering Review Transmittal Form Page of
TO:
T-O ErernEERs,lNc.
TECHNICAL MEMORANDUM
ldaho Department of Envlronmental Quallty (lDEql
T-O Engineers, Inc.
April9,2020
Diamond Bar Estates Publlc Water System
New Well #2 Construction
Prellminary Engineering Report
FROM:
DATE:
PROJECT:
SUBJECT:
D.i.: 2020.Oa-Oo 1336ra.07't 0'
0f
Tst
8835
G.
AL
lntroduction and Backsround
The Diamond Bar Estates Public Water System (PWS #1D1280258) serves approximately 55 residential
connections in the Diamond Bar Estates Subdivision, approximately 3 miles east of Rathdrum in
KootenaiCounty. The system is owned and operated by Gem State Water Company, LLC. The system's
primary well (Well fl) is a 16-inch well, which currently produces 410 gpm. Well #1 discharges to a
55,000 gallon below-ground water storage tank, located next to the well beneath a pumphouse building.
Duplex booster pumps in the tank then provide pressurized flow to the distribution system. A second
well (Well #2) acts as a temporary emergency backup well for the system. This well is located
approximately 2,300 feet to the northwest on private property and feeds directly to the distribution
system. The agreement for DBEPWS to utilize this backup well expires in July of 2020, so construction
and development of a new Well #2 is needed.
Water Rirhts
Diamond Bar Estates LLC has a Municipal water right license (95-10068) for groundwater at a diversion
rate of 2.7O ds (1212 gpm), with a priority date of 1U291t965. The place of use is described as the area
served by the Diamond Bar Estates Public Water System. The point of diversion described in the water
right license covers the location of the parcelfor existing Well#1 and proposed Well #2. A copy is
attached with this memorandum.
Desiln Summaru
WellSite Evaluation and Approval
A well site evaluation report was prepared by Northwest Groundwater Consultants, LLC (NWGC) and
submitted to IDEQ on January 3L,2020. The evaluation proposes to construct the new Well #2 on the
same well lot parcel as the existing Well #1. IDEQ conducted a site visit with Tom Mullan of NWGC on
March LO, 2O2O and granted approval of the well site on the same day. A copy of the evaluation report
and IDEQ approval letter are attached with this memorandum. During the site evaluation visit with
IDEQ, a decision was made to locate Well #2 on the north side of the pumphouse, rather than west of
T-O Engineers Page 1 of4
PARCEL NO.
Gl774{n1{}21{}PARCEL NO.
0-lz4{n1-002-0
PROPOSEOWEIIf2
EXSTING VI'ELL
PUMPHOUSE
PARCEL NO.
Glz+m1-9990
PARCELNO.
Gr77+001{)01{)
PARCELNO.
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the pumphouse as shown on the NWGC site evaluation figures. Appropriate setbacks as identified in the
ldaho Rules for Public Drinking Water Systems (Rules), Section 900.01, Table l will be met. The
following Figure 1 shows the new proposed Well#2 location.
Ffurc 1- Proposcd Wcll 12 locetlon
Well Constructlon
The new Well fi2 will be constructed with l2-inch diameter steel casing to an approximate depth of 375
feet below the ground surface and capab le of producing at least 410 gpm. The proposed steel casing
will have a minimum wall thickness of 0.375 inches as required in the Rules Section 900.02, Table 2. The
annular seal for the proposed Well #2 will extend a minimum of 58 feet below the ground surface.
Wel! Completlon and Testing
Following construction of the new Well#2, test pumping will be conducted in accordance with IDAPA
51.01.08.510.05.a and lDECls Guidance for New Source Water Testing Procedures for Public Drinking
Water Systems. After development, the well will be test pumped at a rate of one hundred percent
(100%) of the desired yield of the well (410 gpm) for a minimum of twenty-four (24) hours after
drawdown has stabilized. Alternatively, the well may be test pumped at a rate of one hundred fifty
percent (150%) of the desired yield of the well (615 gpm) for a minimum of six (6) hours after drawdown
has stabilized.
T€ Engineers Page?of 4
Per the requirements listed in IDEOs Well Site Approval letter, sampling and testing for the following
constituents will be provided:
o TotalColiformo lnorganiccontaminantso Organic contaminantso Radionuclidecontaminantso lrono Manganeseo Corrosivity (as alkalinity)
Upon completion of the well, record drawings, test pumping data and laboratory results from inltial
sampling and testing will be compiled in a Well Completion Report submitted to |DEQfor review and
approval. Following IDEQ approval of the Well Completion Report, plans and specifications for the Well
#2 pumping and piping system will be submitted to IDEQ, along with a plan for disconnecting the
existing emergency backup well.
T-O Engineers Page 3 of4
State of ldaho
Department of
Environmental Quality
21 1 0 lronwood Parkway . Coeur d'Alene, lD 8381 4 . (2081 7 6$1 422 Brad Little, Govemor
John H. Tippets, Director
March 10,2020
Leslie Ralmer
Gem State Water
leslie@ qemstate-water. com
Subject: PWS IDl280268 Diamond Bar Estates, Well Site Evaluation Report
DEQ Approval
Dear Ms. Rayner:
On March 10,2020, the Idatro Department of Environmental Quality (DEQ) met with Tom Mullen of
Northwest Groundwater Consultants, Rob Turnipseed and you to evaluate a proposed well site for the
Diamond Bar Estates water system. The well site is located offN. Rodeo Rd. in Rathdrum, Kootenai
County, Idaho (47 " 47' 5 6.9 I'T{, 1 1 6'49'6. 98'W).
A well site evaluation report was submitted to DEQ on February 21,2020. The proposed location
appears to meet all setback requirements as identified in the Idaho Rules for Public Drinking Water
Systems (Rules) Section 900.01 Table I - Minimum Distancesfrom a Public Water System Well. Tbts
letter is to confirm that DEQ has reviewed and has approved the proposed well site evaluation report in
accordance with the Rules.
The following requirements must be met for the well site to be approved for a public drinking water
source:
Well Construction Preliminary Engineering Report - A preliminary engrneering report (PER)
stamped by an Idaho licensed Professional Engineer for the well must be approved by DEQ prior to
drilling. The well PER needs to incorporate the well site evaluation requirements and findings. The
well PER also needs to incorporate test pumping procedures. For additional information and guidance
on test pumping, please refer to the Guidance for New Source Water Testing Procedures for Public
Drinking Water Systems which is available online at:
http://www.deq.idaho.eov/media/515237-source_waterJestinLprocedures_suidance.pdf
Well Construction Plans and Specifications - Construction plans and specifications (P&S) prepared
by an Idaho licensed Professional Engineer for the well must be approved by DEQ prior to drilling.
The well P&S may be submitted with the well PER, simultaneously. The well P&S need to
incorporate the well site evaluation requirements and frudings. Well P&S must dernonstrate
compliance with the Rules; Sections 510.03, 511, and 513 of the Rules are specific to well
construgtion. Well drilling must be completed in accordance with the approved P&S. In addition,
Ms. Rayner- Diamond Bar Estates Well Site Evaluation Report Approval
March 10,2020
Page2
there may be other applicable rules and laws administered by the Idaho Department of Water
Resources (IDWR).
Setbacks - Please observe the following setbacks and restrictions, as per Section 510.02 of the Rules,
the well must be located in excess of;
. 1,000 feet from biosolids land application siteso Required distance for reclamation and reuse of municipal and industrial wastewater sites as per
IDAPA 58.01.17o 500 feet from municipal or industrial wastewater plantso 100 feet from all septic tankso 100 feet from all individual home disposal fieldso 100 feet from all individual home seepage pitso 100 feet from all privieso 100 feet from all pressure sewer lineso 100 feet from all standard subsurface disposal drainfieldso 150-300 feet from all large soil absorptions systemso 50 feet from all gravity wastewater/sewer lineso 50 feet from all livestocko 50 feet from canals, streams, rivers, ditches, lakes, and pondso 50 feet from stonn water facilities disposing storm water originating offwell lot. 50 feet from all tanks used to store non-potable substanceso 50 feet from all potential sources of contamination
Control of Site - Public drinking water wells must be sited on a well lot owned or controlled by the
water system. If the well lot is not owned in fee simple, the property must be controlled by a lease or
easement. The well lot must extend a minimum of 50 feet in all directions from the well. All other
requirements for well lots as noted in Section 512 of the Rules must be adhered to as well.
Well Completion Report - Upon completion of the well drilling, record drawings, test pumping data,
and initial source monitoring must be submitted to DEQ for review prior to utilizing the source.
Information must meet the requirements of Section 510.05 & 510.06 of the Rules and Idaho Code 39-
118. Record drawings must be prepared by an Idaho licensed Professional Engineer and submitted to
our oflice within thirty (30) days of completion of construction
As the project is proposed for a community system, the following monitoring results will need to be
provided upon completion of the well:
o Total colifonno Inorganiccontaminantso Organic contaminantso Radionuclide contaminants
o Irono Manganeseo Corrosivity (as alkalinity)
Ms. Rayner - Diamond Bar Estates Well Site Evaluation Report Approval
March 10,2020
Page 3
If the potential exists for the proposed well to be under the direct influence of surface water, at least
two microscopic particulate analyses (MPA) will be required in order to assess the potential impacts of
ground water under the direct influence of surface water. This is often most easily conducted during
the24 hour pump test.
Should you have any questions or require additional information, please do not hesitate to contact me
at [phone] or via e-mail at [e-mail].
Regards,
Taylor Enos
Water Quality Engineer
Ec:Rob Turnipseed, Diamond Bar Estates, avondalecon@ frontier. com
Tom Mullen, Northwest Groundwater Consultants, LLC, [e-mail]
Matthew Plaisted, P.E., DEQ Engineering Manager, [e-mail]
Anna Moody, DEQ DW Supervisor, anna.moody(Edeq.idaho. eov
Suzanne Scheidt, DEQ DW Compliance Officer, suzanne. [e-mail]. gov
Adam Frederick, IDW& adam. fr ederick@ idwr. idaho. eov
EDMS: D1280268: 2020AGD821 :2020AGD1133 (P&S 44720)
Northwest Groundwater
Consultants, LLC
Nodhwesl Groundwoler Consullonls, [[C
2660 E Thomos Hlll Drive
Coeur d'Alene, lD 83815
208-755-r094
January 31,2020 Project No. 01150-01
Ms. Katy R. Baker-Casile, PE
ldaho Department of Environmental Quality
2110 ldaho Parkway
Coeur d'Alene, ldaho 83814
Suerecr: Gem Srares WATER Go. - Dnmoro Bln EsmrES WELL Srre EvlluATroN
Dear Ms. Baker-Casile:
Gem States Water Company, LLC (Gem State) is proposing to drill and construct a public
water supply well for the Diamond Bar Estates (the "Estates") located in the northeast
quarter (NE %) of the northwest quarter (NW %) of Section 3, Township 51 North, Range 4
West (Figure 1). The purpose of the well is to replace an existing domestic potable water
supply well for the Estates (Turnipseed well- wel! driller's report not available). This well is
a backup wellto the Estate's primary well located in the well lot. The Estate's primary well
currently produces approximately 410 gallons per minute (gpm). The new well, also to be
located within the well lot, will be constructed of at least 8-inch diameter casing to an
approximate depth of 375 feet below ground surface (bgs) and capable of at least 410 gpm.
The following letter provides details to the checklist items as presented on the Drinking
Water Well Site/Spring Source Evaluation Checklist (Attachment A). Please note only
checklist items that need detailfor justification/rationale are included below.
1. Wellsite is located on a 1.18-acre well lot parce! (Parcel No. 0-1774-001-999-0)
owned by Gem State and zoned Rural. The existing Gem State well is located within
the well lot (Well Drille/s Report - ldaho !rrigation). Sunounding parcels include
individual residences on 4- to S-acre lots and agriculturalfields. (Figure 2).
2. No floodways or floodplains are present.
3. The well site overlies the Spokane Valley - Rathdrum Prairie (SVRP) aquifer. Hsieh
and others (2007, page 6) describe the aquifer as follows.
"The SVRP aquifer consists mostly of sands, gravels, cobbles, and
boulders primarily deposited by a series of catastrophic glacial
outburst floods from ancient glacial Lake Missoula during the
Northwesl Groundwoler Consultonls, LLC
2660EThomos HillDrive . Coeurd'Alene . ldoho . 83815
208-755-1094
Ms. Baker-Casile
January 31,2020
Page 2 of 3
Pleistocene Epoch. Kahle and Bartolino (2007) noted that most of the
aquifer sediments deposited in such a high-energy depositional
environment are coarse grained. However, they also noted that fine-
grained layers of clay and silt are scattered throughout the aquifer and
likely were deposited in large proglacial lakes in the path of the
Missoula floods."
The Estate's primary well (ldaho lrrigation) located in the well lot is completed
in sand and gravel to a depth of 373 feet bgs. Static water level measured at
the time of the well's drilling was recorded at 298 feet bgs. Well drille/s report
for the one of Gem State's wells is attached (Attachment B).
4. The anticipated casing depth will be approximately 345 ft bgs with approximately 30
feet of screen to 375 feet. The annular sealwill extend to at least 58 ft bgs.
5. Water quality meets all public drinking water standards. Water quality results for the
Gem State wells are attached (Attachment C). Results indicate that water quality
meets both primary and secondary inorganic chemical (lOC) standards for public
drinking water systems.
6. Review of the ldaho Department of Water Resources (IDWR) online database
identified 24 wells located in the nine sections nearthe project site (Table 1). Of
these wells, 16 wells were locatable through review of welldriller reports, water
rights, and county assessor records, and Google Earth (Figure 1). Review of water
rights records confirmed the location of the Turnipseed well (Estate's backup well
that will be replaced with the new well). A well driller's report for the this well was not
available. Static water (SWL)l levels in these wells ranged from 73 to 315 feet below
ground surface (bgs) and reported yields ranged from 10 to 3,350 gallons per minute
(gpm). Hydraulic conductivity for the aquifer was estimated by evaluating specific
capacity of these wells. Transmissivity (and ultimately hydraulic conductivity) was
estimated using specific according to the method by Razack and Huntley (1991).
Table 2 summarizes the results of this analysis. Based on this analysis, the mean
transmissivity and hydraulic conductivity for the SVRPA in the area is approximately
20,263 feet squared per day (ft2lday) and 239 feet per day (fUday). For the three
wells that were pump tested, transmissivity and hydraulic conductivity averaged
44,682ft21day and 518 ftlday, respectively. Further, the reported drawdowns in these
1 Static water levels were reported on the well driller reports and represent water levels measured at the time of
drilling.
Ms. Baker-Casile
January 31,2020
Page 3 of 3
wells indicate that sufficient quantities of water relative to the reported aquifer
thickness.
13. Groundwaterflow in the SVRPA in the area that contains the wellsite is generally to
the southwest; see attached Figure 22 (Attachment D). Scaling of the groundwater-
level contours in the area project area indicated an average hydraulic gradient of
approximately 0.0004 foot per foot (fi/ft) to the southwest. Aquifer thickness in the
project area is at least 600 feet (Attachment D).
17. Drainfields were identified for the parcels to the north (Parcel No. 0-1774-001-021-
0), the south (Parcel No. 0-1774-001-022-0), the northeast (Parcel No. 0-1774-001-
002-0) and the southeast (Parcel No.0-1774-001-001-0) of the proposed wellsite
(Attachment E). Locations of the drainfields are greater than the minimum 100 feet
separation distance from the proposed well.
lf you have any questions, or wish to discuss any items further, please do not hesitate to
contact me at [phone].
Sincerely,
Nonrnunsr GRouttowRreR Cotrsur-lRruts, LLC
1t3112020
Itr-Gem State - Diamond Bar Estates WellSite Evaluation.doc
LIMITATIONS
The services undertaken in completing this report were performed consistent with generally accepted
professional consulting principles and practices. No other warranty, express or implied, is made. These
services were performed consistent with our agreement with our client. This report is solely for the use
and information of our client unless othenrise noted. Any reliance on this report by a third party is at such
party's sole risk.
Opinions and recommendations contained in this report apply to conditions existing when services were
performed and are intended only for the client, purposes, locations, time frames, and project parameters
indicated. We are not responsible for the impacts of any changes in environmental standards, practices,
or regulations subsequent to performance of services. We do not warrant the accuracy of information
supplied by others, or the use of segregated portions of this report.
REFERENCES
Hsieh, P.A., M.E. Barber, B.A. Contor, M. A. Hossain, G.S. Johnson, J.L. Jones and A.H. V\frlie, 2007,
Ground-Water Flor Model for the Spokane Valhy - Rathdrum Prairie Aquifer, Spokane County,
Washington, and Bonnsr and Kootenai Counties, ldaho: U.S. Geological Survey Scientific
lnvestigations Report 2007 -50//..
Razack M. and D. Huntley, 1991. Assessing Transmissivity from Specific Capacity in a Large and
Heterogeneous AlluvialAquibr: Ground Water, Vol. 29, No. 6, 1991, pp. 856-861.
TAALE I
WaI Drilb/! R.porb Summrry
No{as:tt{.| dwrlptlonr s lndk ted @ rcll drllcr rcports;.ctual locstbns my Ery.
2Grund surfae dev.tbG rsdml€d ftoro Gooth Earth; loetlons of wells reE lercllcd with lDwR witcr ltht leids ard (@t€nal county A55s Eords
md loctcd o pradol; a(ilEl locr[m ]n daElioia mry vry.r8rnd m ddcwacrlml(SWU dth.llm ofddfhg.
'8asd o rellt€c dfi at tlrc of drfllln&
homdimr a. lndlcrt d m rci dillLr npoir.
t^rh\lfl
Prcr6t No.0115G01
Tabh 1 - Well Summry Table.xbx Pl8elof2
i.lo.tilafO.lirxmtCo.uim,lIC
U.lA OOTErITOIT NA
5lN aw 23m m1a /a{n
wnd* lrYtffiton Dllinct gnlfilJltt sw t{w 1t 5lN 4W 2:NT zJx)m1l 12lJ 3:i50 send & (rfle
or BEnalm 711Dffi 52N 4W 2310 zxxl
;utDtun, Joa & snatmh, Adi W.t r Di.trld SE SW
SF NE
34 52N 4W 2t09 26 2013 30s27t
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NW SE t{A
rho lnloldon 5tN rlw zr8 2rn7
rno lmoatm 3rlv1ffi NE l{W 3 51N 4W 2C11 AN 2013 313 1A(x'end & (iEE
,no- Rd 52N 4W 2253 1995
fllg-Rmr 5iltJliz(Ji}j SW SE u 52N 2317 3{X,a)12 36{)5{)sand & (irav3
l@AogH 5tN 4W zE1 19€7
u. wgnde 9f22t2tJtj3 NW SE 3:t 52N NA 2ro Nq gn Z)sam & GraE
toot. HBnil wzulctu UW NE 2 4W Z'A
a,snmit 51N 2317 20fl2 am
,nn Kmtffit watar DEmct uzu1D10 SWSW 2 51N 23la 3ro z(x)a 3ll NR sano & GEw
4ZArtSA5 g 52N nAl 3(xI 2t)11 342 CiEEI
PA,6t ]{o dl9o{rl
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8=rre
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ft = f.ct
gm = galbns plr mlnut!
tlA. ilot elhbLi rcll not laat bls or SWL nd @dcd
NR = Nd rrydGd on rclldrflh/s roport!
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TABLE 2
Hydraullc ConducUvlu Ettlmite!
Nol6:rBas6d on statc wder l6vsl (SWL) at th. time d drillhg.
2Aquifer thickness be3ed on waler-boarlng lntervab a3 rrcordsd on wsll drlllor IrporB.
transmlsglvltl$ and hydEullc conductivltlcs are balod on aiiif tcs{ng of th€ wBll at tlme of drilling o(cepl for th6 Avondal. lrtigalion Dbtict snd ldaho lnigation
Dlslrict mlb; thos€ wolb srI€ Frmp tcated.
lvsll drillsr r.port indicates 3m iaet drawdown; howover, lhE valu6 oxce€ds aquliEr depths and thlckm$. Analysis a3sum3 3(x) fost pumphg wat6r lovcl
wtlicfi equatas to 10 tret o, dravydom.
dd = cublc tcd per day
ll = feet
fi/daY=te6 *r*,
f/day = aqug'fast pd a.,
gpm = gallons per minutr
tlA = Nol appllcablo; aciual draldown duc to pump t 3t r€codsd ln liou of pumplng bvel.
TransmB3lvity cahuhtod uslng ths mthod by Razack and Hunhy (1991)
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293
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WELL SITE EVALUATION
DIAMOND BAR ESTATES
KOOTENAI COUNTY, IDAHO
SITE LOCATION MAP FIGURE
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FIGURE
2WELL SITE B/ALUATION
DIAMOND BAR ESTATES
KOOTENAI COUNry, IDAHO
WELL SITE PLAN
Legend
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O Proposed New Well
0 100 2fi) feet
burce: Google Eorth Pro, lmogcry Dote 7/74/2078.
ATTACHMENT A
Drinking Water Well Site/Spring Source Evaluation Checklist
@
ldaho Drinking Water Program
DRINKING WATER WELL SITE/SPRING SOURCE EVALUATION
CHECKLIST
Current Project Namei Gem State Water Co. - Diamond Ber Estates
Former Project Name (if anv):
!. GENERAL INFORMATION
Requirement for Plan and Specification Review
Idaho Code $ 39-l l8 requires that public drinking water supplies as defined in Idaho Code
$ 39-103 and public drinking water systems as defined in IDAPA 58.01.08.003 must be
designed to Department of Environmental Quality (DEO facility and design standards and
must be approved by DEQ.
About this checklist
This checklist is offered as assistance for both designers and reviewers. Using it is voluntary.
Many designers use checklists to ensure important but non-routine considerations are not
overlooked and the application package is complete. For reviewers, completed checklists often
expedite plan and specification review.
This and other drinking water design checklists are available at any DEQ regional office or
online at http://www.deq.idaho.gov/assistance-resources/for-engineers-
developers/checklists.aspx. All of the checklists should be accompanied b), a GENERAL
PLAN AND SPECIFICATION REVIEW CIIECKLIST because the general checklist provides
complete information about the project not provided on the specialized checklists.
For each item required by rule, relevant rule citations are provided. Numbers in parentheses
with "DW Rules" refer to applicable sections of the current Idaho Rules for Public Drinking
Water Systems, IDAPA 58.01.08, http://adminrules.idaho.eov/rules/cument/S8/0108.pdf. For
any required items checked No or NA, please provide justification/rationale - this helps the
reviewer to quickly understand your entire submittal.
For each item not required by rule, the row is gray-shaded. Most of these are based on
either common engineering practice (CEP) or Recommended Standardsfor Water Worla
(RSWW, also known as "Ten States Standards.") Providing justification/rationale if any of
these items are checked No or NA also helps the review process.
This is a checklist of major items only. Full compliance with the Idaho Rules for Public
Drinking Water Systemsr IDAPA 58.01.08, is required.
Where to add justification/rationale
These are some options for where to provide justification/rationale:
o In a cover letter-+trongly preferred.. Typed into the checklist electronic form. (Each checklist item includes a form field that expands
as you type and will make your text bold.) This is preferred over handwriting.o On a separate sheet. This is preferred over handwriting in the row or in the margin.
Number of sets to submito For the first submittal and early review stages, one complete set of stamped plans and
specifi cations is suffi cient.o For final review stages, submit one set for DEQ files plus any additional sets for which DEQ
stamped approval is required by the developer, designer, municipality, etc.
Drinking Water Well Site Evaluation Checklist
Revised January2020
State of ldaho
Department of Environmental Quality
Page 1 ofS
Well Site Evaluation Checklist
II. PROCEDURE
A. Because some locations are known to be vulnerable to contamination and may therefore be
subject to additional evaluation requirements (DW Rules 510.02), we recommend that you
consult with DEQ before beginning a thorough evaluation of a specific site.
B. Determine if there is known ground water contamination in the general area. Possible sources
of information regarding contamination may be obtained from the U.S Geological Survey,
Idaho State Department of Agriculture, and Idaho Department of Water Resources as well as
the DEQ state and regional offices.
C. A registered professional engineer or a licensed professional geologist must prepare a
thorough site evaluation, including the items in this checklist.
D. Submit the site evaluation to DEQ, and schedule a field inspection. The exact location of the
well must be staked by the engineer or geologist prior to DEQ inspection.
E. If the well site is acceptable, DEQ will issue a written approval.
F. Plans and specifications for the well and pump house must be approved by DEQ prior to
construction. (Checklists are available for well construction and well house design.)
lll. INFORMATION (commonly provided in narrative or equivalent form)
Checklist ltem Yes No NA
1. Description and evaluation of potential sources of contamination within
500 feet of the well site, including injection wells, aquifer recharge
projects, and land use (residential, commercial, industrial, open space,
etc.). Locations of these sources are commonly provided on a site map
(Next Section). (DW Rules 503.03.a.vi and 510.01.f) wellslte ls located
on a 1.18-acre well lot parcel (Parce! No.0-1774-001-999{) and zoned Rural.
Diamond Bar Estate's primary wel! ie located within fie well lot Surrounding
parcels lnclude individual residences on 4- to S.acrc lots (Figure 2).
2. Floodways and floodplains are identified (DW Rules 503.03.a.ii.(l l),
504.07.b.iv, 5l 1.06.a) None are present
X
3. Description of aquifers and the extent of each aquifer and underground
geological data is provided (provide well logs from nearby wells). (DW
Rules 503.03.b.i and 510.01.b and c) welt site overlies Spokane valley-
Rathdrum Prairie Aquifer. Grounduater Is approxlmately 298 feet below ground
surface. Well drille/s report for "ldaho lrrigatlon" well is attached (Attachment
B).
xtr
4. Anticipated casing depth (to well screen) and grouting depth (annular
seal) is provided. (DW Rules 504.07.b.v) Anticipated casing depth to be
approximately 500 feet bgs; annular seal to be at least 58 feet bgs.
5. Discussion of ground water quality and any known ground water
contamination in the general area is provided. (DW Rules 510.01.a)
Water quallty meets all publlc drlnking water standards. Water quality results for
the uuells is attached (Attachment C).
Drinking Water Well Site Evaluation Checklist
Revised January2020
Page 2 of 5
Well Site Evaluation Checklist
6. Prediction of the sources of water to be extracted by the well and the
drawdown of existing wells, springs, and surface water bodies that may
be caused by pumping the proposed well is provided. (DW Rules
5 I 0.01 .d) Review of well driller reports in the project area ehow sufficient
quantities of water relative to dnwdown.
x
7. Terrain and access are acceptable for drilling rig and equipment. (CEP) X tr
Well site is accesslble by drill rig and support trucks.
8. Information is provided on how the well will be protected against
sources of pollution, or how the site conforms to the local wellhead
protection plan. Annular well seal to be a minlmum of 58 feet bgs.
(Contact the DEQ regional offtce for implemented plans).
x tr
9. Professional opinion that the site is suitable for a public water supply
well. (DW Rules 510.02) wel! site is suitabte for public water supply wel!
given the proven water quality and water quantity of wells completed in the
SVRPA.
X
10. Seal and date the evaluation. (DW 502.03, 503.02,504.06) see below. X
lV. LOCATION (items commonly provided on a site map)
Checklist ltem Yes No NA
11. Well location is specified (include vicinity map with directions to the X tr
well site). @W Rules 510.02) See attached Figures 1and2.
12. Distance from well to property line (50 feet minimum) is specified.
(DW Rules 510.02) See Figure 2;wellsite is in established welllot.
13. Direction of ground water flow and other hydrologic and geological
properties are identified. (DW Rules 510.01 .c) Groundwater flow is
generally to the southwest; see attached Figurc 22 in Attachment D. Aquifer
thickness is at least 600 feet (Flgure 10 in Attaachment D).
14. Topography and alrangement of planned wells or structures are
specified. (DW Rules 504.07.b.iii) wellsite is located on relativety flat
terrain; Figurcs 1 and 2 ehow the immediate area adjacent to the well site.
15. Surface water sources, including lakes, rivers, canals, ditches, etc. (50 X tr
feet minimum separation) are identified. (DW Rules 510.02, 900.01)
None are present.
tr
16. An evaluation is included to determine if the source is under the direct
influence of surface water. (Please work with your regional office).
(DW Rules 503.03.b.vi.) Source (SVRPA) at well site is not under the direct
influence of surface water.
xtr
17. Septic tanks and drainfields are identified and meet separation
requirements. (DW Rules 5 10.02, 900.01) Drainfields exist on adiacent
parcels to the north, south, northeast and southeast; drainfield locations arc
greater than the 100 feet minimum separation distance from the proposed well
site (Attachment E).
tr tr
Drinking Water Well Site Evaluation Checklist
Revised January 2020
Page 3 of 5
Well Site Evaluation Checklist
18. Sewer, storms drains, irrigation, and other non-potable mains or
service lines are identified (50 feet minimum separation is required).
(DW Rules 5 10.02, 900.01) None are present.
19. Subsurface stormwater disposal facilities or storm water ponds are
identified (50 feet minimum separation is required). (DW Rules
510.02, 900.01) None are present.
20. Livestock areas are identified (50 feet minimum separation is
required). (DW Rules 510.02, 900.01) None are present.
21. Fuel tanks and othertanks containing non-potable substances are
identified (50 feet minimum separation is required unless containment
is provided as specified). (DW Rules 5 10.02,900.01) None are present.
22. Buildings, roads, and parking areas are identified. (50 feet separation
is required.) (DW Rules 510.02, 512.02) Diamond Bar Estates pump
house located within the established wel! lot (see Figure 2).
tr
23. Other potential sources of contamination (chemical storage, etc.) are
identified (50 feet separation is required.) ( DW Rules 504.03.b.vi.,
510.02,512.02) None are present.
N tr tr
24.Otherburiedutilitiesareidentified.(CEP)Utilitytocateswittbeperformed X n trprior to drilling.
V. NOTEON RULESANDSTANDARDS
This checklist addresses the majority of common items from the Idaho Rules for Public Drinking
Water Systems (IDAPA 58.01.08), the Recommended Standards for Water Works (RSWW), and
common engineering practices. However, this checklist is not all-inclusive, and users are
expected to fully understand the rules and standards, apply them where necessary, and
request interpretations from DEQ if there are any questions. DEQ offices may have
additional written information that will assist in the design/approval process.
VI. DESIGN ENGINEER'S/GEOLOGIST'S CERTIFICATION
All responses indicated on the checklist are accurately reflected in the attached plans and
specifications. The following checked statement indicates the extent to which the attached plans
and specifications meet the requirements of Idaho Rules for Public Drinking Water Systems,
rDAPA s8.01.08.
Checklist ltem Yes No
25. The affached plans and specifications meet or exceed all applicable
requirements of IDAPA 58.01.08, Idaho Rules for Public Drinking
Water Systems, and a waiver of any part or portion of the rules is not
requested at this time.
Ntr
26. The attached plans and specifications do not meet or exceed all
applicable requirements of IDAPA 58.01.08, Idaho Rules for Public
Drinking Water Systems, and a waiver of the following part or portion
of the rules is requested at this time. (List applicable rule or section
for which a waiver is requested)
Attach supporting documentation as required.
Drinking Water Well Site Evaluation Checklist
Revised January2020
Page 4 of 5
Design Engineer'dGeologist's Signature, Seal, and Date:
u3tn020
Checklist Rcfor€nces:l. Idalw Rilesfor Public Drin*ingWoter $stems (IRPDWS), IDAPA 58.01.08
2. Idatv Stededsfor Public Worfu Constnrctioz (ISPWC)
Well Stte Evaluation Checldlst
Drinking
Revised
Weter \Itbll Site Evaluation Checklist
January 2020
Page 5 of5
tils
//*tl J "
Fotm238-7
6/07
1. WELLTAG ilO, D oo79144
Drilling Psmit No.
Water right or lnioctbn $€ll#
P() Eox 6]
City Stete zip
minut6)
mrnuls)
@
Lot. _ Blk. _ Sub. Name
'I. USE:
IDAHO DEPARTMENT OF WATER RESOURCES
WELL DRILLER'S REPORT
\
5. TYPE OF WORK:
Newwell tr well E Modlry ensting welt
Abandonrn€nt Other
8. ORILL TIETHOD:p eir notary E uuo Rotary E caute E otner
7. SEALIiIG PROCEDURES:
s.d maErid FlmMI
Eenton[e Gnips U IU tuuu tDs.remp. uasng/ury
Lins Thrcsded Weldod
Was drive shoe usd? E Y E N Shoe Depth(B)
O, PERFORATIoilS/SGREENS:
Longth of Hoadpipe of Tailpipo
eacker QY flru
PAGK:
II. FLOWNG ARTESIAI{:
Flouring Artesian? tr V E N Artesian Prassurc (PSIG)-
Doscriba cmtrol device
Tost mothod:
Pump Bai€r Flwing
Water qurlfy te3t or comimnts:
LOG abandonrnent:
l'1. ORILLER'S GERTIFIGATIOiI:
l/we certify thst all minimum woll constructon standads uler€ complled wih at
the tirE the rig was removed.
AI
atrDtr
ErtasEntr
D3.WELL LOGATIOITI:El soutnD Rge.4 EastE or westEy'rn'o i--NoruM - ----
^-sw' *E' ,,0
83il:TtrRlHr"'"' tr'""*" !'"'
a
tr
tr
tr
trtrtrtrDtrtrD
@ 400'
a
tr
tr
o
Company
'Principal
'Driller
'Operator
Nams Horsley Drilling,lnc.co. no. 632
Dat6 10126/2018
Dab 10r26P.018
Dat6
-
10126P:018Date
Dr€udmn (t€t)u6cmrg€ or
\rbld lom)I 6Et OUEM
(mlf,utsB)
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F'3m(frl fo
GI
fumJt, lmI,r dcqlrdolt c, EFh or.hrdoi[rfi], nb] tmrp,
ffi
Y x
tz U i,top Doil ang uravsr T
tz \,zv uano ano gravGl x
o 1V tzv uam, qraver ano uouloers x
o tau zt;x)uano anq qraver x
U ZUU z'YU uoErsB Dano ano -ome uraver x
U zvv iroz uoarse Dano x
o JOZ ooz urey uEy, Dilr ano Danq T
o 5r)2 .:, o F'ea uravet ano uano x
o O'U .+L ,LArg€ Uraver anq uano x
1 I
Dlamtor Frcm (ft)To (ft)G8Ug8'
S.h6dulE tt/btsdil
6"+2 394 .250 steet
From (lt)To (lt)Slot sia Number,llt Llme1.'r
Inominall MEteid Gsugo s Sdrodul.
U9U 4UU .u5u 5^lileet .304
Filtsr Mat€rial From (n)To (fr)Ou€ntity (lb! or fP)Placoont mathod
Operabr I
Prlnclpal Drlllcr .Dd rlg opoEtor all rrqulred.
Form 23&7
6,07 AP1 rlmtrt[(d to t\rr.
IDAHO DEPARTMENT OF WATER neSOUnCeS 'i,rr r"r t {,,' rnct*
WELL DRILLER'S REPORT {<'' \r:'v{ R
^oot
..
t'O ni
t.wELL LOCAIIO]{:
r,/ne.57 ,u*rE or sorrhE age. 1-adE or u&crEs"..11 --:a SJI- rru Yf. u
'.
WELL TAG }IO. D 0079460
Orillng Pomll No.
WUndeHorld.dlon*lf
2. smts1 A\rondale lnigation Disbict
Nama
lGotenal
,nfr/ha)
D.chdripL.,
-clU
tot
-
Bk
-
sub. N.m.
-
t2.8T TlC WATER LEVEL.nd WELL TESIE:
osphtr lurtcacqrltecagq290 $dhg;brhrol(ftl290
Yttlctmp, (oF)BotbtllhoLlsrp. fD-
DEcrlbc rcca!3 pod
Dr.Idour(Lll qdrororfldaml IdourErtrtul.t
xru Sltcu ,6U
urtt f q0.[qrd or cqtlm]Lt _
LOG
il. DRILLER€ CERTIFICATIOI{:
lrvlh c.iliry 0fl all mhtnun wcll con!truclim shnderd. wrr complbd wlh .t
thc llma thg rlg w ,rmor€d.
Conrp.ry Nama O'Keefe Co. ilo.2977
'P,mp.l Drli.r 0rlo
DrlB'Ddlsr
'oP.r.br ll
-
ode-
Dd€-opralql
-
Te.t mGtlEd:
tun? r... Atr Bg;E trtr trtr trtr tr
SHe
1,trtr
USE:
oomodlc El Nrnlapl E ilonlta E rrtgdton E ttrsrmct [ 4cannOlh.t
5. TYPE OFBtr!,Luwall
Ab-rdoom.nl Olhor
rll E uodly.dtffng$l
3. DRILL IIETHOD:EarRorrry E nua Roory Elcauto tr oncr_
EALING
tllld.d lrrtu
y\hr drh,r!hoeu!.d? EY EIN sho6 Dopth(r)-
O. PERFORArIOTIS'SCREEN8:
PGrtoiltlon. trY trN Mdhd-
llenuhcindrcrecn E V tr N Tnc-
Mrthod of lrrlrlletlon
Longlh ot lb.ddpe of Tailptso
Prdrcr El Y EN
II. FLOTII'ING ARTEShI{ :
Fbwing Artolan? tr Y El N Art.d.n PrBarc (PtilG)
-
trEtrtrtrtrtrtr
th.t
tr
tr
tr
tr
tr
tr
tr
tr
Bent. Chlps 0 61 256 Bsg 20ur
W.fr!or
DL.&rl
t{!ttl
n)
lo
(tu
iffirf,t+ ahlaof, o? drcrtdon ot r?.lt crrlgdomrl. f,hrlanD.Y I
30 15o GiravaB x
30 15 57 Boulder8 and orawls x
24 5l 't05 EouklerS and Ersvals x
21 105 1z[6 GravBls x
21 140 1ta uouloeta x
24 1la t95 EouldorE x
20 195 z3{,Graveh and coOU€B x
z0 310230 gnavds and rend xn310316Clay rnd orawlE x
izl;t 316 iros grawlg x
N 355 357 Fine tam x
A)35r :t65 glSv x
zo 363 42tJ o1av3l8 x
l,Yater @ ZgU
CmhadDadr tu.ar.bh}420'
o.r.sr.{.d,June 12,2019 Darcomohred:$P11r2019
IIIIIIIII
III
lmUldtl Ffom Ul loO sIllJadr.i-l tErH
20 +2 380 .375 Steel
FtEmGI T0 0)Satdra Itintrtl qrl!at Xddd Grtrd6.hdl!
379 419 40 1r SS150
FrnrG)To O)OEtt(t trlO Plrm.nl rndiltl,Fl[r llartl
Daactlbe cdrlrol doYlcr
' Sl9natut€ ot PdrElpal DrlLr.nd rlg opcrrto? ara nqulnd
"cWd wltih 3Odryr
I
Pimrn No.9 s- bns.z o
lpcclly rvpal
al
llydrulh tJ noy.na rotry
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i..tltlr bwren
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t,O*Ufc E lrlgetlon O r..r O Muntctprl
O lndudrl.l O Stat E Wanc Dlrpoall or lnlccllontr dth*
L urtfloo oRILLED
E notrry- El atr trd cruc O Duo B
6. hELL@]{crBlrcfrcil
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llowpcrlotrrrdl EFrcrory drnll". olorch trGfi
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tr Puddllngclry UBentonlla
fot
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Efrnrl.d..rrru
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E Crmlrtrd batrrJr 30ai"
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llirw.
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,. WATER LEVEL ;.,l
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HECEIVED
JUL 2 2 1993
il(NTHERN REGION
Corraazet>
t.
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i.jtl. j '
Wottrrrtod ts-A:q2i '' \- l1-q)to.
lrhr{ii(l
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t{
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Lrt No.
-.-
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,'8
5. Lcicafior or wru,
skd*
tr. oRtLlERs,crniirrcanor :tl ,Pii;:+: ;
l/wc ctrttlh lhrt dl minlmum tvdl iulltructlon ttndrrdr wlrr
compllcd rhh rl thr.ilm thr dt *d
Slsrcd by lFlm Otlbldl 2
md
loprnorl
D.b a- lr -(; )
Flfin No,qqF
Addr..r
Flm Nrne
usE ADOtTtOilAt 8HEEI8 tr }lECEsgARy -
Fom23&7
7,98
S.lrhipo Corrdthe .nd
tfunrgrmcnt Srntlco
I. WEIJ.TAGNO.
I)til[m Permit No:
otlrrIDWRNo.
2. ffil{ER
IDAHO DEPARTMENT OF WATER RESOURCES
WELL DRILLER'S REPORT
Olfca Urc Only
lnspGcbd
fr:-
U
II. WELLTEETS:
L_i
EC
SEP
EI
2!
Et)
Name BRANDONCOX
Adclress 7877W MAINE STCity RATHDRUM _ Stafie lQ- Zip-.89858t LOGATIOiI OF WELL by lcenl drcrlptlon
tltddr map lodon must agree wlUt unttbn locaton
I
Do9ragal-$co lo',
Well Number:
1177
@YtLot _- County_ KOOTENAT
Lat::Long:::
WatarTemp.C_QLD_Temp
Water Qualitv bst or comments:
Deph firetWaterencountered 310
12. LITHOLOGE LOG:(Ileecrlbe ropaho or rbrndonrncnt)
W.br
!o[fta-Rrrfr: titr{r6r. ff,-E(lriiryt hr.rrrc
Cnvel,.Bog$en
EgqlOers
I
l-li--l il
U
Trrp. 52 Y, norfr or [i gsrgt
nge O4-- Ll east o1 M west
ESec. 33 _ _SW_rr4 9E _Ur .__ltl
__.*:"*ffiH:HEffhH)rfiH*
Lt 1 -- Blk. .A.-- sub. Name
4. USE:
M Domestic I Municipat n Monitor Li krlgauonn Themal U lnJecton ! orrer
5. TYPE OF WORK ch€d( dlhat apply (Replacsmeilt, ctc.)
E Newwetl n Modify n Abandonment ff orrer
A DRILL XETTIOD
E nirRotary [] CaOte t"l UuaRobry Ll O0rel'
-Mer-xoo --l
Frctn q Po.rS!
600LBS
was drhro ehoe ured? E v M f Shoe Depth(s) RB
Was ddve Ghoe Beal tested? I V M X Hclrr'?
I. CASIilG'LINER:
To C-ng Urr Wa.l- T'lf(..tmLrEj trDtrlf [.r
Lcngth of Tallpipe
0
RECEIVED
itJL 3 I m6
iDWR/tlorth
RtrE.fIVED,Kt*
IDWR/Norlh237t.250 STEEL
l,€t$t of Headphe
9. PERFORATIO]{8'5CREEil8
Perforations t{efiodScreens ScreenType-
C.dr'rg Uilt
IO. STATIC WATER LEUEL OR ARTESIAOI PRE$SURE:
_q.tO_fr. belowqrcund Arbs'ran pmssura_-_lb.
Depth fior errcounbre _ _ fr. Decribe aacess port or
conUoldevim:
13. DRILLER'S CERNHGATI(X
l/We certify that all mlnimum uoll constrnc'tion standards
were compliedwth he time the was rcmoved
Firm Name
Firm
and
Firm *2#as
or
-_2L+
TIEI
TE!!
ilrtui
I
MU
IIn
f'l
Deph -380_ _
MIKE HALTEf,[tl[ {stronott ndm.)-07r03r(b
Form 23&7
6t07
{. IYELL TAG ilO. D ll(lGi917
DfNltrg PsmlNo. EfIWZ
WeightahFftnudf
2. OWI{ER
Hrne Joe and Sharon Culbrcth
Atr6 AF Hubbrrd Sheeil
cry Coeur d Alene
3. WB.I LOCATION:
T.p. 52 norrnEorsqrr! qq 0,1 eaE cYlsa8
ss. 34 1A SE 1A SW MtoEr 'osE tEErGo/tLot _ Ccrdyr.a. --TEmzsss l$obnai
IDAHO DEPARTTvIENT OF WATER RESOURCES
WELL DRILLER'S REPORT
12. $IATIC WATER LAIEL and WELL TESTS:
Dep[rffirakarcourbred6 29G $a&mEh,€l(fr)a6
WaEbmp.fR
Descilem
BotbnhdaEnp. (T)_
sbb ld ag 83814
pod
ftd
hnp Bdt A& frdmtrtr4tr
lstg.
Add(Bofwdsf,B ll6gli
clv
Ld_ Bk_ $a.t{aflE
{USE:
Dorpsdc E] r,lrtp"r E uurn, I rrrc.h E rncrnar E Ueao,
00!r
tearnyh.torcoouurL: Clear. coH . no smo[
13. L]THOLOGIG LOG
1 4. DRILLER'S CERIIFICATIO{
llWe celfffi fid all rlrfnum roll cmstn c{bn stsrdads wer cunplod wfi at
he tlne he ilg was rcmoved.
co.npatynnrr Unltsd Crcm Rtmp t Ddlllng co.No. ff16
ftt4d org JasonC w arutmll
w ttll2,f/,0lltk
lpmlorll
' SbndnE d Prlmhd DXer aod dg esfir art reqtllld.
-
116' $:194
(De.ardDeffiffiutrs)
(D€9. ald Dofiral0lrB)
5. TYPE OFWORI(ae*rna
[txerWa fl Rcabennntwe[
Emnocngrr Eooer
ilply Bspboereneb)
EMosf alttrgw
6. DRILLIETHOD:
E*noory flnonou,y Ecaue Eou't
7. SEATI}G PROCEDURES
Cdtg t.hr llmadcd Wrddan tr Etrtr tr Dtrtr tr tr
WBdteslpousod?N SfnoDeg0{s)RIng Blt@3dlY
9. PERFORATIO{SISGREENS:
Peftiaoors !Y
lllnuhctmd lcrodn
ttlsttod dhsDldcr
atr Tpe
N lrsfiod
Y Er{
Seton bothn
kngtrof lbaQhsp.*s Ev E
FTLTER
tsngholTahhe t
N Type
I
FhrirEArbhn? !V En tuhs&nPressuo(Pslc)
DosoDe cootd dore Sleel GaP Wdded hb_
thb
Tostfud.mlflrhrklll*hn(b{qsdEl!d
Ylil lodnl
il,A 75 2hn
Bm
Db.
lhl
Fm
m)
To
ml
Rem.ilu, Hrlogy rdoscrlplfor d mpeh a
ebandofistmhrhm.
12 Toomll x
I12325smd tlrd o]lvdSooetle
iA ti $nd end ollva[3coerto Doortr roitad I
8 75 255
ssnd ano grwds coalle cemomao um
brosn clrvr x
sand rnd ottvd3 00rla Doollv 80ned x
EtEFrFrrrF^
ltAI Z I ZU;4
.srrtt, tl\.rntFl
:stlglu/
PUXt I OtTLLtXG
ll23 lY llrvden Avo- lfndon fD a.l8.|sofiic. fexr) 6t2rtilt l2t8t77rF1%7
CoorbbdOefi([hmFle)300
thD: SbGd UtZil?flll onueso 0{t2lt?I0ll
.tWlr'
Sadm*iC Plffitnr#Mm
Benbnlte 0 25 750LDs Dry oour
Grmular
urmbr(mftdl Frm
tft
TOtil Grt96'
Sde&h il$.id
6 2 3{9 ffi $od
Fm0l ro0)SUrb mmDrrl I''IIEIffilrdt ll*rld GeEoaSdEtub
350 360 .00 t0 5 ss.304
FtuU&id Fm.ll To lil orlitvlkrFl PllrmtndDd
Oporabl
Fqil podd.d by Fam Or.A.er . ela, 3lG9aO . rilfonr0rl0*ron
USE TYPEWRlTEI
BALL POINT PElr
Stats rlaho
Department of ll-..r Administration
WELL DRILLER'S REPORT
Ststo lEw rcquirGthat t'rir roportbc fibd withttF Oire6or, Dcpartmont otWate
days afEr the cornpl.tlon or abr.rdonment of thc well.
Locatlon Conocted by IDWR To:
T52N R0ilW Sec.33 SENENE
By: mciccell 2012-10-17
7, WATER LEVEL Department of l%ter Resource
Stetic wster lorrcl o7.f l'ieet tslor land srfrc
Flowing? tr Yes tr No G.P.M. flow---
Temperalure- o F, QuCity-
Artssian clogad.in prss6ure-p.i,i.
Controlld by O Valv! O Cep O Plu0Owncr's Parmit No,95-- /D/
1. YVELL OWNER
Name
8. WELLTESTDATA
E Pump O'Beilcr tr Othcr
DTT DilN ioutt TuttlPr
Z.A l)
2. NATURE OF WORI(
/Nsri, wrll O Depened El Roplumont
tr Abendoned (describe msthod of Ebendoningl
9. LIT}IOLOGIG LOG
W.tOrprh
YI t{o
HoL
Da.G Frem To ]{ nlrl
3. PBOFOSED USE
E Domostic O lrrigotion
Er'Municipal O lndwtial
tr Tost
O Stock
7\,<
2'a',/")Fcauto trRotory oDus trOthar
4 METHOODRILLED
.P ,//7)
,.t- 1'.))Iq)
,!.,
l-rt)t(a
r(<i t't)
t,;/),a^
; q.)
:tr',rl4.- -t ia--, - *jdt A-..,L -.-)r',f'r'a'\i).-z /-..'-2 ,!'l*,/- )
rr^-t-,/ ..1 '2 -* -..;- <x*'3'Ztl \',Ltz' A-er: a,.1".',1-./ /i? ut ); ". ---. - )- .'
"?t-t 5r,
ohm.trr ot hob sfl irctrc Totsl drp,lh A./ tct
C;rring schedule: Zl S@l tr Concruto
fhaclE OLnrtr Fm To-ry7 inetls { indrcs +L 1rqr LzLlsrirdE
-
inch6
-
f..!
-f.st
irchcs
-
irrchcs
-
ltst
-'.t
inchrs
-
intfic
-
lmt
-fret
lnchc-inchcr
-fat -frotWrs a packcr or rsa! ur.d? tr Ycr A6Prforatcd? frVa DNo
Hor perforatod? B Frtory Fi Knifo tr Torch
Sizoof p.rforet'ro" ltl/ inch.sbyJ,/4 inh6Xumtar Frci fo't/O porforations Js-? lea -J t4 tcctp.dorrtaons icct
-
frtpcrforrtionr tlct
-
frct
Wcll srocn lmtall.d? O Yos f Uo
Manufactrrart nanra-Typa-- Mod.l No.-
DiamrEr-slot izo- Srt from- H ro- f..t
Diamrter- Slot sizo_ Sot from_ fc.t to_- fact
Gravelpacked? tr Yc pNo Sizoof
6. WELL @I{STRUCTION
dap$ {?
EPuddlangclry
FY.in *al
or*d
f.€tPl*cd fert
f.stSurfcc soal?
Mirtcrial usod
tr No Towh.t
E cemsntgrout
wcr:kswd.&zzz-ZatgAlin*d{zztz.,1L:,/-{.t/'10.
6. LOCATIO'{ OF WELL
Skstch msp location must sgr€s witfi writton locatlon.
S'E Y,y,t;,a*c.5.f ,t,-ti .nn,R. /r' tAN
x,E v
t
T 1. DRI LLER,s CERTIFICATIO]'I
This well ws drillod under my $pcrvidon and this
tru€ to tfio bost of my knowlcdgc.
OI
IEE ADDITIONAL SIIEETS IF
'IIECESSARY FORWARD THE WHITE. BLUE, AND PINK @PIE8 TO
Form 238-7 IDAHO6vo2 alulozb
1. WELLTAG 1,lo. D
DRILLING PERMIT NO,
Water Rlght or ln ecllon Well No.
2. OIIVNER:
Address
Rathdnrm
3. LOCAION OFWELL by legaldescription:
You must provide address or Lot, Blk, Sub. or Dkections to well.
51
DEPARTMENT OF WATER RESOURCES
WELL DRTLLEfiIUf,I0FED
Dl{hD,torh
State TFI
i,'ie.weurcsrs:
I Pump E Bailer E Flowing Arleshn
Temp.Bottom hole bmp
Quality lest oI comments:
Depth first Water Encounter 1 80
13. LITHOLOGIC LOG: (Iroscrlbe repaln orabandonmenl)Wrbr
.I 4. DRILLER'S CERTIFICATION
l/tlJe certily lhat all minimum nell construction slandarG were complied wilh at the
time the rig was removed.
Comparry Name Inc nrm ruo. 585
t l- S-aa
City
Twp.
Rge.
Sec.
A
Norh tr or South tr
East tr or West p
1t4 _ffi_1/4 *_1/4i
Go\/l Lot
Lat:Long:
Addtess ol Well Site I{W Crrvrrer of Winr.h 2 Nr'rrth
Chase Rd-(htBfficd+umeru*-ffi City Pa{.hdrrrm
Lt.
-
Blk.- Sub. Name
4. ltsE:
BDomestic OMunicipal DMonior Elnigation
DThermal Dlnjection trOher-
]6.FCounty
5. WPE OFWORK check alllhal apply
E lleurwell tr Modily E Abandonment
Was drive shoe used? XY tr N
Was drh/e shoe seal tested? tr Y ! N
(Replacement etc.)
Eother
Shoe Depth(s) 35
6. DRILL TIEIHOD:
Slir Rotary D Cable
7. SEALING PROCEDURES
Sml Matsrlal Fm To Wbioht/Vdum S6al PlerEflt Melhod
Ranl-trrri fa n ?tr fl cralec drc zna:nrrlrr
Hor^n
8. CASING/LINER:
Dbmlet Frc0l TO 6au0B t a!6rlal
5tr +2 35 ?aa Staal
att 6 ?n(1RO E,trn
Casing Uml
F!trFtrtr
F
D!
D
tr
D
Length ol Length of Tailpipe
Packer trY !N Type
Screen Ty?e & iilethod ol lnstallation
Fm To Slot Sla Numb*Diametsr Matgrlal
2A6 ?o6 1lgt'AN 4 tl lvg Casln0
10. FILTER PACK
Flller Matadal Fm To Wblght/Volum Pleffient Method
11. STANCWATER LEVEL OR ARTESIAN PRESSURE:
73 tt. below ground Artesian pressure lb.
Depth llow encountered tt. Describe access port or control devbes: _
tr
D
D
Llner
Rtr
tr
Prlncipal Driller
and
Driller or Operalor ll
Dale
Dale
DateOperator I
Principal Driller and Rig Operabr Bequired.
Operator I mJst have signatum ol Drlllerrcperator ll.
FORWARD WHITE COPY TO WATER RESOURCES
Office Use Only
35q 7'7WelllD No.
lnspected by
Twp
-
Rge-Sec
-114 '.14 114
Lat::Long::
,
Drawdiln Pumrino LctEl Tlme
20-?2
BoE
Dh.Rom
o
To Ramark!: Lihology, Water Ouality & Temperature
rTkn:rsoil- sarl. dec. strale
Y N
Rr 22
22 2A Shale, deormsed
2A 35 Shale, hoken tan & crrev
35 4A Shale, ned cmev
4A s4 Shale. soft tan
54 85 shale. ned dhard endsoft lenses b/w
86 105 Shale. ned. black, httite
106 139 Sha1e. crrev hard & soft
1?q 180 shale- crrev. ned
1RO 't 83 .Cha1e. dtlite. brcken 2GPD1 x
183 190 Shale. tan, soft 2GPItl x
1qo )o?^Shale- crrev. nedirm
?02 ??CI Rhlla, hlar:k- wlrite- tan
?ac )6n .shale- crrev hand
76,n ?74 shale- crrev rned
274 2AA shaIe. qrlev, black, uhite
10 cPIr{x
2AA 305 Shale. cmev, broken red
5-7 GPtt{x
Completed Oedn 305 (Measurabl6)
Date: Started 11-1-O2 Complebd 11
ft tV +uJ +
F$rnz,877t8W.C.rrdltlrrdtt.ilertrf S.rl&-
D@4@10
633{ttttlror
IUrll llumDen
Name }IAYDENAREAREG.$EUUERBOA eEl
clry cDA strielq ap mE!!i_
3. LOC TpI{OFtGfr lyhsd d.$rlldort.kdr m.p locdon mlEt .grB $i$r lrtt n locdiqt
I
IDAHO DEPARTMENT OF WATER RESOURCES
WELL DRILLERS REPORT
I. TIGLLTAO M'.
illins Pemit l{o:,rDtlURt{o.
E ONUTGR
Gatlrt_Cott,
Ld:: Loltr:
FT 8 EDCIE OF CEN
RATI.hPITr|
((lJr a ba m .a Drt . oltc. n iod d lltr.*)
LL- Ell(
--
Sttb. t{ame
,1. ltBE:
D Oorncdc tr UutOU ElUor*or E mlsonElnemd trr4poon Do0rr
C. TV?EOf WOIU( drcd(dtrat.fdy (R.CHncnt,O.)
E nuwon tr uoory tr runoonrnqrt tr omr. DRIIIEflM.r\irRob, tr CAc tr ffuoRfrIy D oftcr
-
Y N SroD.fr(.)Wrdh,tdp.dt*d? B V D r lff?_
t. GlltrIG'UIlER:
ffi FEtr BD rIIt+3 -m 2fi STEEtr,
4 +2 -x Ptrc
GQ ["hatLt5 Eta
lrrgh oaHrdCpr troglh oaTdpap.
I. PERFORANOE'ICNESIS
El Pcrio.rdonsEl scrcene scrcon
.O. ETATIG }IIATER I..EYEL OiARTESI}I PREEAUffi:2s ft bobwglormd ArteCaoDrEwe--lb.
Deplh f,ow ermmbtrd _ f,. Dccdbo ecca port or
codrol dsvico:
cttl-) 'td I
IT. I{ELLTEtTE:u
@rD__Ihlo cotD
WeterQualtvtcdorqotrmcds _CLCAB_Depth fl8f Wdor .rotx&lld_2eo
12. UTIIOLOO|C L00:(D.lcritc nprftr or rburdormaill
fit?
IT. DilTJ,ERR CERTIFrcANOT
Trp. 51 E fqfr o. X Sqdr
Rgo. oa --I'Ead a Z wc
rSGa. 5 lra NE tr4 SW tr'l
4trtrtrEnw
tr
tr
cfr thrtrEtrfi UWc
s3rt
6lt00l.tal
co@ledultt
Flrm Nemc
Fim
and
of
JIM
n{dmum u{ coctncton atmfudc
thofuie Ote dgreranroved.
an{
t-to-110-6-22,a<'tly'{
YlCd oel-lrdn-Drnrdovn Ptrtlrn lavC Tlrne
tc , IDE
x IIII
IIIIIIII
4$rot.NrHrF[t ilETlloD
YEIfl.EEIXI .2t5 -293 '-,11 lL.-.dr.t.htv
Ar- /.(.{l*'lnYtEq,AFIIX}{-zi5
l-,t-l.li-&: LLlnr. S'€O..ly. rEFft I lt
lo ftPMIL
lo !l.l (}IlTIt TINr!n a
Itl tq ,11 gND (rtrtt ruIl?r a -a
lo tt ,7.ttllll .IDrtEr r rltfiirYDa r-1 a
lo 77!2&CrND (lerPN(.lllY T]trt
lo zrt ll starr-(lftl.El-s srND rlN cf .r trn
Ct
iz9
am
BE
AU
,Dt{
YED
&
70t
il. 11
.rool -rno pvtlo4
-nol-2fi to 4 P\rc
O0rtrlUItR No.
2. OWilER
FO]n 23&7 IDAHO DEPARTMENT OF WATER RESOURCES7mimffiHllE-o WELL DRILLER',S REPORT
r. WELL rAG 1{o. pqgao2-€-4Eut LD fi. ruELL rESrs:
Ddllino PennitNo:833411 tr
OffetheOnB
Itspcaqt
Id:
ll g tr
I wabrQualityt6torcommenb:CLEAR
D€dr first Water encounbrcd_290"_-
{2. LftIOLOGIC LOG:(Deocdbe rcpeln or ebandonmon$
Wfrr
fn f.redc lllrle3rt W.ir (lrdlg. terfamt
13. IIRILLER'S CERNFrcANON
l/We oertify that all manimum wB[ snsfiJction standads
nerc complied wih atftetimehe fil uvas removed.
Firm Name
Nfioqr _
Wen ffumen
Name HAYDENAREAREG.SEWER BOAT 9E1Address@
City CDA
3. LOCAflON OF IIELL W hg.l de*dpfron
ckehh map loceton must agrce witr ywltbn locatbn
lt
Trivp. 51 M Uorttr or fJ 5qr6,
nge. qa -_-fl eret 6 M west
!Sec. !_ -_ -tra_-.m,V lll _ SE lr4
Gor/t Lot __Coun$ - __XAQ[EN{_*l€t::Long:::t AddressofWellSite |"ANCASTERAND
ATLAS City BAIHDRUM_-__
(GBr n hra n ni otrcd + Dleb.[ b Road or Lfi(htlrt)L't---- Blk.
-
sub. Name
I. USE:! Oomestc Ll muni:ipat U UonlOr
D rnermat E lnjetlton fl otrer
5. TYPE OF WORI( clndt dl that apply
M xewwefl n ilbdify f] Ananoonmenti. DRILLf,ETHOD
n lnhatbn
M elrRotary t-l CaUe tl muoRotary U omer
METHOD
ioloP-
-.Wag drlr,g shos uc6(r? E Y ffi f.f Shoe Deptr(c)
StaE_1Q_ zp_-93915_i . r WaErTemp.CgtD__ Bottom Flole Temp _99,L0-
T
(Replacemant,6b.)
fl ourer
W.rdritgrhoegsaltaded? tr y D n
T. CASIT{GILINER:
Ml€ri C.ir! Umr W.LL, ThrtddU] UD Dtr,8t] r]
STEEL
kngtt of Headflpe Longrth of Taiplpe
O. PERFORANONS'sCREENsIl Perlormons l|lle0rcdEl screens screen
Cr.hg thar
l0
TO. EITATIG WATER LEI'EL OR ARTESH,I{ PRESSURE:
200 .fi- belorrgrculd Arbshn preosuftr___lb.
Deph fiowenounEre *_*t Describe a@ss portor
ontoldanicae:
Horf?
PVC
trurDU
Firm
.nd
Superuisoror
Dab
D#
No.--440-l2^ifl -dJ-
l5
X
Mdcrll Flom To lsdt(Fond.
-285 r\\OI3/IHOLEPLUG-
3/t HOLE PLUG 6
-295
-265
LFIrLr fo I
to
t
i-T
ELa7
- lr(
,7(SMAI I GRA\IEI.S SAND r"rlIITSF
. g4ND.SMAIICRAVELS
-c.B4lErlJAlD__
a.. 23(
27!
_. 19(
)at tal0
lo ---Et28('l{n
RECE,YED
JAI', 00 Z{Im
IDWR/Atorth
,$ff,#
ltnDepth
Ufiidsl Frqn Tot+3 -20 --9ss250
1 +2 Z,fx)
Dlrrdt Hrl
-300 -3,t0 t0 PVC
.270 -2*0
_4
4
Srlt "luJ I JIM MCLESLIE 0rr , Fkm 0fll6l rrd Op.lloal
G EdE[VE
ilAR 22 t57t D
DgrUnEt d ltcchnnlin
Statc lav requlrca that tbls rcport shaU bc fllcit rtt\ tho Statc Rcclenatl.ou
Ergtacor rlthtn f0 ilaye eftcr conplctLoa or abatralotucrt of thc rel1.
REPONI OT UEI,LStatc of Idaho
TEUt
f,ene
OUXEB:
Aadtr.";E _ l?ATtnfthq tpAtto filtd?
I
rAloBD OrIfcr rcll
Uatcr 1c
of drlllctl hole:of reIl:bclov
lotal
rater
a lect votlr;
HODTE
to bc
Dccpcncil
ua.d for
Abandoncil
I lnRtCAT|6
Botary tr cablc [t
c Punp?
Pll[P aad
ft.
thut
uled to t
praaaurc: ft.re flou cfa
caD(crDlala)
CISIIIO SCEEDIIII: Ihrcatlcd Ucldcil X4lt'Dtam. fron I &- ft.ao 321 F.rrDlao. froa tt. to ft.
]"ot.r. frol---ft. to
-it.
trDlau. froo ft. to ft.
ffiEEaccsof caa@:
Stccl El coacretc tr rooa tr othcr tra
(cxplaln)
PEIFOBAIDD? Yca tr [o E rypc otpcrforator uacd:
lcak
TERIAL YAER
DrlIIcr I a rc raa
uuder uy euparvl.etoa aail thla reporttructhc bcst of ny knovleil6e.
SlBaetI by:
Irlceaae
vl
coatroltrDEPTE
Valvc
Doo6EllA
ENo
8l-ze of pcrfolatlong:brJ'. to ft.. to
-tt.. to ft.
troilIitfrol fttt
il
f,raufacturcr t a
t ft.
packcd?Ica trGravelc ceaLIo rhst rlopth?
acal:
s$pc of rater:atrartrrta off:
a uac
Cc[cBted ta place? Iee No
Ioaate vclI iu sectlol
IOCAIION OF IEL!: Coun FooTE N A I
;Pc:rforatioacpe:rforatl,oag
_parfo atlols tro!
-Patfrrrtioar-.frPn
U/[S SCBEEr IISIALLED?
to ft.--ffi-E
L*LY" sec. a !..rt -Nt R.:L\/Y
' r'tiE'
6 n rp sorL,ID t?at I
,A IA totrtt + t<^b/-Du.etzt
Daetll.rro tzA
,9.6
?.r L
hrr ,.t -al
IIIIIIIII
I
I---t---
I
I 8cc
I
I--T
I
I
---.1--
I
I--t-I
I
c?5
Ucc other aldc for aililitloaal reaarkg
'/nt USGS
Bar Estates primary well
t
IrAlUtE Otllcr rcll Dccpeacil Abrailoactl
Uatcr lg to bc urcil toi:. tRRlefrflON
f,oter;r tr Crblr [}
(.rDlda)
rDd uacd
Dralrula:tt.
Olro llov cfc
Yrlvc ceD
lcak o
TATlEB
Ilrl].lcr I a rltuadcr ay rup.rtlaloa aad tbtc rcporttructho bc.t of Ey
BEPOEI OT UILL DEUJ.EBStatr ot Ideho @Stttc lru rcquirca tbat tbig rcport slall bc f1lcd llth tbc Stetc SrclerttioaEa6Laccr vltLta ]O dara rftcr couplctloa o! eDrailoaocat of thc rc1I.
UEIIL OUilER:of ilnlllcd bole:Iote.l
leac of rcll:rrtcsrbclor
Llccaac
!cst
Pup?
/0,
a
c
uo8f,ts
cortroltrDEPEE
EIlototo
-i
D(tr.to ftto ft
lEtckncae ol ! ^3?{lirtcrlrl:
Stccl [t ooacnctc tr rood tr otbcr tr
(crpleta)
PEtrFOAATED? Icr E]llo E lipc ofpcrforetor usoil:
Uelitcrt T392'f,"?Eft !o
: IclI grrvol prck.d?roa tlGnvclf,o.rizc ol
?
rypcstleatrtta olf:
r rorl!o rLrt rlcptb?tlrt ulail aer.Lr llerrotflE
Gol retcr:
Surtrcc oeal,ag uacd? Ic! I I No.c.rcat.d la placc? Yca El - r,o tr
Ipcrtc ucll la aoctioa
t[t
by:
IOCAIIOT OF UEIJ:ilLt -yLY. scc. 1 !
Locetlon Corrcc:tcd by IDWR To:
TSiN R0/tW Scc.3 SWIIWNE
By: regbcrt 2012{13{19
a I L* Stltl I
7lI Eo|uz L
ut .t,Certte r 1l t rrr, t
it a,bt..e r 2 4n .-. ... J tl bt, ^P-a?2 t3l Cbt.-, 4" lb,t.c
,a.,I,!(NDcact^t.ra Aaotr ,6 ar,tbe
CcLrct Ch il,too t/,rc 7r.t(2or.,et ,c ,t,tDe t/rsf 31I\-9aa<. ao.t 8au,zt lt
arlA !t?l ttrt^ *'^at AaNtG t
lllt'x.. l?lott.t ^.Qa ^,^rlt,Il,g Llr2.rrC
. .-QrrA.LEi &r^bEt
t!
;cil: hp N /?LL
br' d lO/-/-
I
I--r--
I
I
I
I---t--
I
I
I
I
--J--
I
I
I
I
--L--I
I
q5
otber alde for etr.itioa-
;Ti* z u s G s
Form i8&7
t 1/97
REOEIVED
ffifr,l'#Hm,3
iDAHO DEPABTMENI OF WATER RESOUHCES
WELL DRILLER'S REPORT
lo1 0 L4
Oher
II. WELL TESTS:
D Pump tr Bailer
b
"<a
lYabr Temp.
Water Oustty H 0I comment:
Eotnm hob bmp.
-
3. IOCATION OF WELI .by legal descrlptlon:
Skehh map localhn murl rgtee wilh wrltlen locaUon.
a
a
Deph fitt Watv Enco urw'Z 74.
2. LlTllOLOGlC LOG: (oucrlbc reprlrr or rbrndonmant) wrr.r
13. DRILTER'S CERTIFICATIO}I
l/We ceilif hat al mlnlmum rcll onfildion *andards wero complied wffi at
tn flme $e ilg was rsmond.
Company No. d?s
Flm
and
0dller or Opralr- Dab_
189mf FhlolddtO?rr!.t
NorthB u South tr
East O or West,[',
-1t1 Nw ut guw
- toE lroEr 106coufii__--1(pO&a,l,-;-
rvpriz.-Hqe. Y -Sec. 3? ,
Gov'l Lot
-L*:
Addrees ol Well
Lorrg:tflls
cw_P,t9fil_a_Ly_u_(h rl lm m d rrd. DilJE.[, ilad, t rffi]
Lt._ Blk.-Sub. Na
4. USE:
f,Oomesiic EI Munioipal E Monltor D lrrigatlon
E Thermal tr lnjection O Othor-
5. TYPE OF WORK cheok ell lhat apply .(Rophcsrmnt tb,) .
F[ Nif, wotr D uoaify D Abandonrpot tr otEr-
6. DRILL f,EITOD
fl4i, noau tr caue tr ttud Rohry tr
Wae drlv. dtroe uggd? 6f
lYaa ddve shoo serl teatcd? tr0. cA$lro/LtllER:
Dlmtt.t Ff0n TO Ga !oa llrl.tirl
{rl l't-7 -Z4o ,22t S foal
Doph(e)-Hon?-N S[EeYAN
Cari,re LirrttrtrtrEcltr
W.ld.d ThrtrdrdXtrootro
Lqngth of Headplpo_ Length of Tallplpe_
9. PERFORATIONS/SCREEI{S
Perbrallons lI-*dl
Soeerc Soteen
Fron Io gol Str Nun!rr Dirmrl.?Ualarirl Linrr
tr
D
E
Crring
tr
tr
tr
10, STATTC WATER LEVEL OB ARTESIAI{ PRESSUBE:llo :t. betow ground Artesian prossure -lb.Deplh llow eneounterod 2 Lb n Describe accoss port or
control
Twp Rga .sec '-
_114-ll4 _1t4
Tin r
OfficeuseOnly
lnspedadby
ht
Yicld oalJ|mrn.to oPh ?-
c
d
B
Bora0ir-Fron To imafir: Lttholoty, tlrt , Qurll0 I T.rDanlu?a V I
Qrt o ta fr^rA Grxt c I l* Dh,rl) ^rtu!16 JAPd 9r*, 4v'aut >
a ,2^2l/t 4d -E-*. I W*'f'rl Y
Completod
Date: Starled 7 -e7',lg
zq
SAUF|LIER FACX Alroul{T
Ftom Smlo o,
UETHOD
Urtrrirl To
tftr*,.tc o ?n l^n-{a VcvO-td
€A^l +uo 3+FOHWABD WHITE COPY TO WATER RESOURCES
0o
Form 238-7
1n8 Al DEpARTMESJfI?fl1^i'#S.souRcEs ^iW wELL DRTLLER's REPoRT lVSdtr lx nqrircr thst ttb rwrt b. fiL., warh $o Dirror, DaDarttnant ol Wahr Raorrtal
wltln ill dryr rftr the comphdon or $rdonmant of rhs rolL
USE TYPEWRITER OR
BALLFOINT PEN
1, WELL OUYN
Nama
Addreri
ornr'rPcrmttNo. 95'7q -N -llj
7. VUATER LEVEL
Statlcwrter Wa 25e
Flowins? DYer dNo
fmt b6low land errfre.
G,P,M. flow
Artorhn cloaed.ln pranre _ p.r,l.
Controll.d byr E Valva
T6np6rature U1"r,E cap O PLue2o,tlOuallty
2. NATURE OF WOBK
I Ns{vwcll tr Dcapend Cl Rcpl*emmt
Abildoncd (dorrlb. msthod of abadmlngl
8. WELLTEETDATA
0 Pump E Ballcr D Alr tr Other
Di$h.r!. Gf.M.PumDlm Lml Hom Pump.d
3, PROFOSED USE
F Domenic tr lnlgation D Tost tr Munlclpal'E lndustrial tr Stock tr Wrrt! Dlqo.al or lniectlon
tr Othor (tp6clfy wpcl
g. LIT}OLOGIC LOG
Hole
Fmn l6 Mlorial Itlo
4 METHOD DRILI.ED
fl Rorarv tr Air tr
D Cabla tr Dug tr
Hydrarlh E Raaonc rotary
Othr
,A ,,a)-t,-t L-.J 2.^ r,,2e.D ttl .l,l-ta ,A ,Y
^a ,a*r
..GL --l At..ttz 4t-)a
5. WELLCONSTRUCTION
Coingschodulrr E Srd O Corrrsts EOthsr
Thlcln.r Olam.t a Frcm To
, ,-<d itr;ha - I inchar + I lxrt ?a? frrlt
incher _ ircher _ flot _fcctinch6_incho. _fu_fu€t
inchos _ imh6 _ fut _f€et
Was casing drlve *roe urad? d Yc tr No
Ytlar a p*kcr or rd urcd? tr Yee d NoPerforatd? EVa trNo
How Frfuratcd? tr F*tory tr Knlfe F Torchgzrofperforrtlon l0 inchabV_-JL,*no
ro
--e2-perforalmr t7 friarJ,az_lil,t
psrforatlons fest f6tperfor.tloil f6.t_ feat
Wall :cman ln3talledT tr Yar dro
Manufacturer'r
Typc Model No,
Dlemctor_Slot raz. Srt Irom _f'rt to _fetDlam.tar _Slot rlzo *-S.t fto(Ir _foot to _f.st
Gravel packed? tr Yer 11 No E Slzo of gravol
Plgcod lrom _ fcot to fe.t
Surfrc rcal d.flh la Miltrial ussd ln Eal: E Cement gmut
I Puddling clay I Wall cutrlngr
Soling procaduru ured: tr Slurry pit ! Tamp. errf*o coclng
! Ov.rboru to sc.l d*dr
Method of tolnlng caCng: tr Threaded ! weUeA tr Sotwnr
Weld
tr Ccrnofitad batwoan trata
D8rribc accras pon
,AD ,-i /
ltz
.:'l: .; ',ra
,u5
'.r a.l ,1.'
10.
workfiart d f -2- ?.? tlnurlaa .f- l?- 7Q
O. LOCATION OF WELL
Skctdr map laation murt aerae wlth wrltten lfiauon.
N
Subdivirlon Name
VY E
tot No. _ Block No,
Cognty
Nt ,r, LJ:J **. sy' l.rf;r- nr,n.Ctw.
r{,
I
I
II
1I, DRILLERS CERTIFICATIOIII
UvIa crtlfy that all minlmum wlll cmstructlon rtIldrds rvorg
compllcd ,D2fi.
Firm No. E NI
Y ,a
Addrs.t Drtc
Signd by (Fim Offlciall
and
(Operatorl
USE ADDITIONAL 8HEETs IF iIECESSARY - FORWARD T}IE WHITE COPY TO THE DEPARTMET{T
Fam 2[t8-7
3D5<.96,
IDATIO DEPARTMENT OF WATER RESOI,]RCES
WELL DRILI,ER'S REPORT
OfficcUse Only
Inspected by_t"rp--ng"--S*-
_y4 _v4 _ll4[.at::I.mrg;ii
1. DRILLINGPERIIIITNO T? )-L3A. -
O,ther IDWR No, D0040163
2. OWNER:
Narne
Address P O Ror 889
Rathdrum
3. LOCATION Of WELL by legel dercription:
Skach mry location must agre with uriteo locdion
N
11. WEII IESTS:
Bailer Air
Statep_ Zp 83858
WdaTemp. Bottmholetcry.
Water Qualitytcst m
or South fl la LIIEOLOGIC LOG: (Ihocrtbe rrprlrr or ebendonnent)
w
Tvrp.52 North E
E Rg.{ East n
Sec, 34 ll4IOE!
or West I
sw 1/4 sE 1/416-rm IGc
CitvRathdntmcIeffi)(GiE !t lEtt re of rud + Diltffi to Bdd
Lt._Blk.Sub.
4. USE:
EI nomestic trE me"-ut tr Municipol E umitor EI nigaion
Injectiut fl qrct
5. TYPE Of, IVOBK checkallthdryply @eplacementetc.)
Elxw,weu tr tuoairy Elatmooment EI otner-
6. DRILL MEIHOI)
E eirnotary Elcaue tr tuuaRotary I Other
PROCEDUNES
Was&ive $oeuscd? tr Y El N ShoeDeSh(s)-
Was drive sboe seal t€sted? tr Y B N ll*/l-
Lacth ofHeadoiDe Length of Tailpiw
9. PERTORATIONSISCREEI{Str Perforaions M€thod
B Screens ScreeaTypeiohnsms.s.telescooim
gX $?1I,TIC WATTR LEVEL OR ARIESIAN
PRESSTIRE:
305ft" bclow ground Artesim kcssure-lb
Depthflwmornfered_ ft. Descibeacmsportorcurtol
&vices:
1 3. DRILIJR'S CERTIT'ICATION
I/We certify thst allminimumwell constnrction stmdmdswere
complied with at the time the rig was rernoved.
Firm
Firm
.FinnNo.l!$-
DE,la5D3lO5
Date
lhwrldDrr Tire
{n+?hrc
IIIIII Itri-laiti.Err,-IrXlAf
SEAI-/FILT METHOD
fra&rial From To Sackr c
Porr*
10 t<nllro T)ro C*mtlrBenl.mite o
To
Ai +,t{,t{n trtr
Lioer Weldod TtnoadodtrtstrtrtrIIIrII
EIIIIII
l NBd€rs-Frmr To Rmrla:Lilholo3r, Wdcr Qoe&y & Tcnp
l0'0 I Toosoil
Grave[ silt, sadI9
9 20 Cravel" celse
8(20 43 Gravel, coarse
43 EI Crravel, cobbles
6t 87 Cobbles, coarse
a7 t26 Gravel, cobles, borilders
t26 t49 Gravel srlt houm
149 193 Bottldss (no returns)
226 Gravel" cdbles193
226 240 Bouldem (no reurns)
240 2E3 Cirave! sm{ cqrse
283 297 Gravd cerse
297 316 Gravel, satrd, silt, clay, brou/tr
316 326 Satr4 silt
326 3v Gmvel fing sm4 coarse
3v 338 Cfa\rel, fine, sand, coarse
338 346 GIavel rine
%360 Ciravel. medinm
Er^
_. *vrtfl
CompletedDepth: 300 Measrable)
Comoleted 5/20105Date:St rted 5/IR/O5
Frm to Sld Sizc Numba Dimtr Maeriel Crsine LiE
354 359 30 5tr s.s.Iftrtr
trtr
tr
J'a rU/ Ll t, 34
Stpavisor or (SipreifFirm &
Fofn238-7
9/82
STATE OF IDAHO
DEPARTMENT OF WATER RESOURCES
WELL DRILLER'S REPORT
Strr3 lt r.qrlr.l tft.t tlrb ltport b. ftl.d ulth rlr Dlnaor. Depftnont ot Wat3r
rrldrh 30 dcyr r(!r $a cqtrplouco or &llaloflnmt of tfu x!ll.
U8E TYPEWRITER OF
BATLPOITT PEII
/@
ornar,r Permit r'ro. Qb -Bts+\ - I 3
1. WELL OWlrrER
Addres
Nmra Stetic watsr lorol
-
frGt brlow lrnd errfaca,
Flowing? tr Yo tr No G.P.M. flow
Artolri cloled-ln prolrure _ p.!.1.
Controllsd byr E Valve tr Cap tr Plug
7. TUATER LEVEL
Ouality
/V
Tempereturu
-oF,
Oaeriba at aslan d a a rtDaf a t u n & n a t baro w.
E WELLTEETDATA
tr Pump D Baller O Ak tr Other
./r,/.tq/
NanrYoll trDeepencd tr Rplacement
Abandoned (describ8 abandonment proceduros luch a3
matarials. plug dopthr, rtc. in lhholoelc logl
xo
2. I{ATURE OF WORK
9. LlTltoloctc LoG
DmdrBoru
From To Ilatdrl Ya ilo
E lrrlgetlon tr Tfi tr Municipsl
tr Stock E Wacte Dirporai or lnlection
3. PROPOSED USE
lp*lfy typal
O Domdth
O lndurtrlal
E Othcr
c2-<d ,A 4
//
D
tr,{,noo,vtr Csbla Other
Hydraullc E Rarsrsa rotly
4. METHOD DRILLED
B Alr
tr Duo
!Ev\.?
Y,,alh
.t rl /-?r<
/
*l
a :. :.-t ,.-,
i.
),
rr.Resoulcoli
"IUiiloB
raEl htSt]l
.!
pcrforatlonrp€rfotatlom fact _ tertpeforatlom ,est_fest
Wall rrscn lnst ll!d7 tr Ye D No
Mrnutrt rr'! nrmr_ -
Diamotir_ Slot dzc Sct from _taot to _f.ilDl.tnlt€r _ Slot tlze _Sct frfii _fart to _fe.t
Gravel pckedT tr Yet tr No tr Slze of gravcl
Casing rchadulr: fi Steot E Concrlto El Orhar _THckn.aa Dlrnidlr From To.2.<O tncha 8" tndrol+ J_tn&/t*,lndral _ lnchc _ frt _tect. ^fl rn$az--ZT- rrcaa -7- wt,Ero
lndt.r _ lnd|rr _ fest _f.lt
Wacaaingdrlwdroeurod? frYos tr No
Wd s orck6 or sot ut€d?
-.
if ruoPerforst.d? 'D Y€. 'd ruo
How perforatod? tr FacOry tr Knlfe E Tordr
Slz.of p.rtor.taon _ Indtaby _ lnchssNulrtar From To
Plald from _ fe€t to fcot$rrracarari--qt, j$n*ri",rJliliif -EE.il-s,o,rt
n B6nlonir6 D Puddllngclay tr
-
Sorllng proccdure ursd: tr Slurry plt D Tenp. rurf*e calng
E_ Ovarboro to real depth
M€thodof iolnlngcadng: E Thrcadtrd fiWefa"a tr Sotvcnt
Wotdtr Cememod bstween rtrala
5. WELL CONSTRUCTION
Octcdbo sels pon
t33t
Typa Modcl No.
8/tt/Es ,^,,nnWork nartrd
t0.
6. LocArrol{ oF WELL l/
Sketch mep locrtion 4 4raawith w.lttrn locrtlon.
lrt
Lot No,
-
Bftock No.
-a-yss.J
J. 5f rtn. 4 rnr.
w E
s
County
Subdivlrion Namc
11. OBILIEnSCERTIFICATIOI{ [Xr!-
l/Wc crtlfy thst rll mlnlmum w.ll cmtfucdor strndard! warg
compliad wldr at thc tl'rl' tfi. rlg wc removrd.
Slgnrd by (Firm Offlclsll
Srrd
Flrm Nrnc Flrm No. ,1 j
o* s/tt/*t
I,|SE ADDITIONAL SHEETS IF ]IECESSARY - FORUTARD THE WHITE
,':::*:^:,,,'-., wErr roc ArrD nEponr "rA I,fi!I{$EIYFE
OZSSS4"-"BiaIE nEcIIIIATION ENGINEm Or OAirb n"" " ,s
?5+g'U'g ilprarl:,r.*ar d Renhrr#i$r
rr-ppd 3ap87 wortNo- 2 qrnv-HodTtte*l---.-
uZ-zr,*r, /O,tfl{q ,/tt*
lo:cir llll ln rrtllon
m tt-NE%
:l
I
/
-{l
\
sara
W.ll
5lr of dt{lhd Lrrr lL'
drplh of *.tt--I.4-[-
Ovo drplh to rirndtng wttrr from tho grouaa 3O Q-Worr lrmp- f,/ "7oL,
oa .lpumprns Tar" &ttvsy #.':5.r*!9e----^r,r. Druwdoun wcr-------frt. -
9rr ol pump ond rnclor urd r moh i..' .-- - - , ---
Lmglh ct tlmr of
tf fiowlng wdt, gtvr llow----.Lt. or----{.p'm' cnd of rhul olf
!l tlowlng *rll, daalbod :cntrol (wrl AxD ltza o7 Y[vr, Etc.t
Wot r wlll bo crd lq l?Bla to 4 Wdrhl o0 certng prr llnA @,
ThlcloBr of rqrhg.-3J5-Gcrlng (gttl., cor{ciErE, w@D, E?c.)llDlcmtrr. lrrqtfi cnd Iocoilcn ol (GAalr{c lt.. tx DIArE?il oR LR3a. orvt rf,atDl DtaHftlilcAarxc ovri ra.. rx DraIE?Ii, GryE ouTttDI otaLSTER,
?omgre
trngtt
isP+?
FrorrrFd
CA3ING TE@ID
Dlon.
Gcrlng
-3,o9rl0g,N Aanco I F,aN Scr*a^,
la't/,D, $er raon #
lrrrrort'-a.clr, eroullni, .lt.
,o---hrf frcm ground
1lo0'.Jo:41A o sloZ-ltzt'fi o t -* 1 2 t s toT-
oSEo_&lL_ Bcrtfua,_
cf complotlan cl ;a;- ";i-?-(-'*"
,
--il'e*r-s1#444,S/aT..
Dct ct ccmmm.atrrllt ol
cl,
J
SEIW ,f./o 5///qd
o25995
IIEI[ I.OG
t.fFon
s4
rii
s,
oz
C,(
WEU Drltllts tfATEtE]tlT
Thh w.f, ror &l[rd undrr my rupavl.Ln ord rho ebovr hilormollcn b lnr ond c.rrlcl rc ilro berf ct rny taor-
h{oond bdld.
e-0I Llcrrro v 4# lol
{
3
5
3
TcF lygo d llolrlol
{ao so.a .4 -sar/\
aatrE
Iiiirl
J3-lfoo ,, * ,
l,/a
/q Arrot 6r;FQ
34 Gt?lt o t
54 (+aud L 4 E9,ulraz,Pc
(rZ Gntrr-, 4 t rj., uu e
6r S^pn
?{A*orrot t"*+L^
I.3,,O*iu., qht'.ttrrt,,e
/7s Crelrr*l 1 t'^ i-- o
I.t2 Sarr r naDt
t fg,Gos,.-, 2, h.1r., ?
t6{CE lhE^r?:^ Ra s,,-,
2a<.-Slrrrr .a.ala Aottta, 20 tvtNt e
2S(Slrr.D d)tl}* I rrQrq aFalt.r
ila36eS Aprt l*t Nt c
I{Cao,ro t *t
3Cl Sa,.rn 4 Coa.nc, I +4 ,t.a,). a UF('I
ll mon rpocr b rrqulnd ur 5ho* ib. 2
Fom 238-7
7t98
Starchips Consultlng antl
Managemenl Servitxs
I. WELLTAG NO.
Drilting Permit No:
Other IDWR i'lo.
IDAHO DEPARTMENT OF WATER RESOURCES
WELL DRILLER'S REPORT
Ofice use Onty
lnspecled by_rwi_n-g;-:E;c__
_114_1t4_114Lat : : Long:
Address 3676 W. HWY 53
City RATHDRUM State lD 83858
3. LOCATION OF WELL by legal descrlption
sketch map location must agree with written location
I
II. YVELLTESTS:
Yield oa!./min.)raudown )umoino Level Time
I I.IR2rtr
Water Temp. Co!D_ Bottom Hole Temp COLD
Water Quality test or comments: CLEAR
Depth first Water encountered 30Q
12. LITHOLOGIG LOG:(Describe rcpairs or abandonment)
Water
Bortlirm f
l{r
l(l
f n
2. OWI{ER
Name MILLER. BRIAN
Well Number:
't489
Twp.
Rge.
From :lo
52N M North or E South
East e7 M West
CsdrE Un6 Wcldcd Ttnad.ds ng tr
-Sec. 33 114 NE 114 NE 114 I
I
Got't Lot._County
lattiMe: N47:48:978 Longittde: W116:50:016
R.nirrl.l: l,itholoF. N rtcr Quehtt, t.mtcEluft
lrrl' \rrrl ,
S;urd & (iravcl I
l'ea ( irrrvcl
Snrrtl A (irarcl
Sanrl & {iriivcls t\i ('(lbhle
NcJ. L'crrrsc Satrd. :
Sand & (irnrcl 'i
ti
tl
ti
tt
tl
q
f
l8
li
4(l
I 8(l
2t0
2
l,i
l5
,l {)
I 8t)
2 l()
i0(1
Address of WellSite SAME
City
(Gln .t Lag mfli ot rGd + Olalrrce to Road oa Landtmrt)Lt. Blk, Sub. Name
4. USE:
r,1 Domestic E Municipal tr MonitrcrE Tnermat [-] lnjection E other
5. TYPE OFWORK checkallthataPPV
E Newwell n Modiry fI Abandonment
6. DRILL IUETHODv Air Rotary r cable E Muo Rotary
n lnisation
(Replacement, etc.) ,
E other
Was ddve shoe usedZ fl Y M ru Shoe Depth(s) RB
Was drlve shoe seal tested? n V E N HotrV?_
8. CASINGILINER:
ITECEIVED
AUG 0 5 2003
lDWFUllortr
13. DRILLER'S CERNFICATION
lMle certify that all minimum well consbuction standards
were complied with time the removed.
Firm Name
Firm Official
Firm
and
or op€rator Date -716/2009
SEAUFI
Material
LTER
E other
htvtouNr I uerHbo
F""k" "r P"r,td" ii- ?oo LBs; PoLnED0l8
I
I
6 +2 300 2s0 STEEL
Length of Headplpe Length of Tallplpe
9. PERFORATIONS'SCREENS
D Perforations MethodE Screens Screen Type_
f,alrlrl Caslng i]ffi
{0. STATIC WATER LET'EL OR ARTESIAN PRESSURE:
241 ft. below ground Artesian pressure-lb.
Depth flow en@untere 300 ft. Describe access port or
controldevices:,-2N ol\u/ bb
To
Depth - 300_
6/30/2009
JR CANTRALL Otlcalud OFrrl,o4
Lt/t9/03 UBD 13:08 FAX ZogTzZZZZg IJNIItsD DRILLING AND PTIIP +T+ DBPI OF IYAltsR RE @ooa
Fom23&7
11,97
1. WELLTAG NO. D0028884
IDAHO DEPARTMENT OF WATER RESOURCES
WELL DRILLER'S REPORT
ORILLINGPERMITNO ?01 A5_\
II. IITIELL TESTS:trpurp fJaa".Atbdan
W
OlhcrlIMR No.
2. OIIUNER:
Neme
Addrisr POBox004
City Haydar
3. LOGAilON OF WELL by legal descrlptlon:
N Twp 52N lrtorur Eor Sou0r fJ cbar,cold,nocmall
*n" E t"u, Eor Wea M
Sec 3l! t/4 lWV1/4 SE lr4
E
--16'n"
-Zd'nc Erc
GovtLot Co,ntyl(ootenel
Ler t t{_
S Addrplc
cnd dForrldrb Rord df Solnl Rord
of Well SIe:next
Lot BK $b.ildrE(!oomilftc)
4. USE:
M o.nc*c Euuni6at D Monlbr EJ |n6euon
lncmrat Dtnpcton Doner
5. TYPE OF IlrORl( ched( all that apply (Repleormnroe.)
El ury vrtu tr uoary Elbs,orrr.nt Dotrcr
6. DRILL METHOD
Merr noury Ec*u Dma Rohry Eoter
7. SEAUNG PROCEDURES
Ddw Shc Us.tf?Y Shoa Denfi(g)3(I2 RIno blt
Drlve shoc Seal Toibdl EV E n nonZ
8. CASING'LI}IER
Dlam From TO Gango ttl&dd
6 2 {2 0.250 .irril
Lengh Hea$lpe
-tangth
Tallphc-
9. PERFORATIONS'SCREENS
EPertratonrz Mchod
Dscoansz Scraan Typc
From To Slot l*nbr Dbrh Mtoedll
WabrTcmp.cdd Botbm holo temp. cold
Water Qudlty Ed q conmonb: (bcbw) Dopth lillt Weter Enqrntercd zfi
12. UTHOLOGIC LOG o7
13. DRILLERS CERTIFICANON
UUtIc oeruff Urat al nrlnlmwr x,€l @nstsucuon standrds w€r€ comdled wilfi .t
tic tlme the rlg wc remor€d,
Fkm tlamd Unlbd Orlling hc.Firm No 414
FlmOffcld
and
Dlte UTA0,?
Caary Lincr Wdd ThnfedaDatrtr Dtr trtr trtr D
Lhs
Dtrtr
Calngn
D
D
10. STATIC WATER LEI/EL oTARTESIAil PRESSURE
250 n. bebrtgmund. Mcrian PGtaJtE ' lb.
EEiFno,rencorlrr"rso zil r[ffiue*cctspo,tor
controt cladccsl Sbcl csp t'lr€lded
Office Use Only
lrspected by_Twp-Rge Sec
114ET1t4114
Long:
Yldd gdJmln.Drafldown PumpLod Tlme
20+100'.2S'I hr,
xrIIT
rI
ArmuntSEA/FILTER PACK MeUtod
FIDm To Sad(8rusMebdd
20 I 3actr dry porrBentodla0III
WabrBore
Dlam Fronr lo Uthobgy. Webr QUCiV and Tanrperahlre
Romarl€:
Y N
E 0 1 Topsoil
I 1 l(x)Sand t gnvd - 3/f mhug
6 1m 203 nSild & erivel -mo aIm3A2Oay- gray
I 212 219 qay & gr.vd - llz' minur a
z1{tI UN Sand & gr8vd. 1/? mlnur
E ato 2V.S'ldlorard-fim 9I2512wzSfld&grevd- l'mhur 0
ComCetad oepth
Dd.: Sbrtcd
' {2 (Mer
*221Ul Completad Ulillos
I (MeaeuabL)
.frA, +ud 33
Supowlror or Operatq Jrgon C, Beddtan Oatc Emfi3
I.II'E fYPEWRITEN OR
EALL POINT PEITI
t. WELL OWltlER
Owncr't Prrmit No.
Statc of Lleho
Epertmat of fhter nesoulceg
WEI.L DRILLERS REPORT
Strto lrw mguira rhrt fib r.port b. fllrd wlthth. Dir*tor. Drporlnrr* cf Wbirr lrrcqor u0}h 30
dryltftlr tha or rbmdonment o( the wcll
7. UUATER LEVCL
Staric wrta. lard-313 tct oalour lrnd errfrcc
*l
No g.e.$i,ltcltt-- /€
--Ou.lity
Controlled by tr Vrhc tr C.p Cl Plug
E, WETLTESTOATA
E Pump 0 Brilcr tr Ottrr
9. LITHOLOGIC LOG
xarH
Flowingl [J Yes tr
Tempcnturc " F.
Artasirn [e-mail] prulsr.s
lrloY.a
6. WELL OO'IISTR UCTIOT{
DiarEtcr ot holc
Crrine Ech.dulo:
TlrLlr.1O inctrrs T inorrckdr
-
lttchc
DirmlEr from
-&- ina,.I stot
Dailr-
ie+r*Tor.l derh
To)* *t
-
f!.t
-
irt'---ic.t
inctra
-
inchrr
-
i!!t
-fut
inc'trcg
-
irurlc
-
L.t
-fu
Y$r G.lile &a- *.. t..d? [ f. tr ilo
Wa a p*kcr or nlured? l[ V. - E NoMor.tcd? tr YG l,No
Howp.rlor.t.d? O Fctorv tr Knth trTodr
Sazootp€rforrtbn
-
inchcby- inch6
iluirt Falnr Topdoralom f..t
-
fr.tprfor.tblr t.t
-
futpriorrtloni f.rt
-
iott
V{cll scrucn irltelld?l(Yc D No
Modcl No.--l?l rsto4f,f lectDi.fiar_ Slot dra_ Sct fmm_ lct to.- fcrt
Grawl packed? tr Vrr f ilo Sirot9rd+
Plrrd loot to- frrt
&rb rrot 696 a!'.51rU L., li rlll E Crrrr nrl
{ nralng aoy Ct tdl crrhgr
Sr*1 Tacf;trf tr lrrrf trErrrt..
m}lhrd
G LOCATloil OF TELL
Skrtch mrp locttlon mlllr aerra with wrltbn ,ocation. /
q4
!x,
Sdlv.bo ilottl-
l, Lo.-iocr tt.-
T Ril,iE^I,
DITDilT
Z fIIATURE OF WOBK
(Neuuwdt trDecpcncd E R4lremrnt
Et AbEndoned (da$ribe mrthod'of tbrndoningl
Flom fcHobOhn
I oo,rrotc
tr nrticUa
tr srfcdt t?d
3. PnOFO9ED t 3E
tl ll.l
O sEc tr muplr
hlsL!{t
tr rdfrt
tr h.t t|ll
b.D
(l,,aE,ar_trL aa(c"u. EFotory troug trOficr
{. I'ETHOD DRILLED
C.,ao
la,aarttc a^--ua-l,,,,.srJ la----- Aa-to-,
,tta/,LI Etzllo-t-,aatD3
,.tA ,ca
^b,aa ,r/q.a .tlA
,D,
ta,,rc
att tv-z) *ap-O.l
l*,l,ra a4i lt I
,lD ,Ga I.
Iv
l.
q -zf-79?- /<-- z e finidrd
10.
Wo?k startad
. _i_ _-L _-i__i l*i
--k+*
m",n,e,o.tlqn,*itttil 4, ,- *irc
1pai.tlOl Pric. Pt., lua
rt ilLrtrl Gtilrlcmol
d
*ir b (Frir
lrsE ADOITIOT{AL 8}tCETa tf rEG;ttA8v .FORWARD THE IYHTTC OOPY TO ?HE OEPARTMEiIT
tom 2fi-7
r i/97
I.WELLTAGNO. D
IDAHO DEPABTMENT oF WATER RESOURCES qEt
WELL DRILLER'S REPORT
oozzztl Y !il
DRrLLtt{GPERMruo.l.
Oher lDttIR
2
EUl 11. WELL TESTS:
a Pump
Water Temp.
Wabt Ouality
El Air rl
Bofriln tnl€ temp.
--3. LOCATION OF WELL .by legal descrlptlon:
Skelch map locslion musl ,greo wilh writton location,
I
0r
0r
-Lol4:
trdWalet Encounbr >Pk
t2. LITHOLoGIC (Deacrlbr rap.lr! or rbrndonment) 1'rr.l
13. DRILLER'S CERTIFICATIOil
l/tlle cefity hat all minlnum wd onstudion sbndar& wore complied wih at
ho [me fio rig was rumoved.
CornOary |.b.53L
Fim o
and
Drlfler
@mmonb:
Twp
Rge.
Sec.
North tr
East tr
South lJ
West ll5E ru 5U tn -SU rn
cdtffi-Eedfrar-i- '-Gov'l Lot
-.LaU :
Address ol Well
L^ru*SiLn(oh .l lol bil ot Ed . ottbE b F-d d L.rairt)
8lk. Sub. Na
4. USE:
E Domestic 0lMunicipal ,/ O Monitot [J lrrigation
B fhermal [J lnjection n Olhor___
7
5. TYPE OF Y{ORK ctreck all lhat applye N€w W6ll tr Modify D Abandonment
6. DRILL IIEI}OD
trAir Robry tsc.ut. u Mud Robry
U{as drhn shoe lred? 8? O tt $roe
Was tldve shoe seal teslod? tr Y{ N
8. CASI}IG/LIlIER:
olliltLt From fo Gruoa [ll!ri.ltL-+)tt9 2rr A,lrl-tle
{Replacement eh)
D Ohar-
D
Cltine Linl Wrld.d Thr..drd0(trXDDtrOD
ODDtr
L€nglh 0l xeadpipe 5/ Length of raigipe /O'9. PERFORATIO]IS/SCREENS
Perlbratons
woons)ot S
Mohod{n,Jrsn'*n@
From To Slot Sir l{umbtr Di.n.l.l U.lr,itl
57tr 3A't2,ly"d^r-h
1b3 ?L9 loo lyn S{znk
ts73 .lo tv"5tarqLS
10. STATIC WATEB LEVEL OR ARTESIAI{ PBESSURE:
Lioai
D
tr
tr
Coring
o
D
D
,n'ilLn.
" Deplh llow
conlrol
belor ground Artesian pressure O lU.
port 0r
o, w,"a, ldlLfirt:tra* oeb 4/l/c L
{Sgnoor Elr ollitl Qrr)
$qSgdbYfhf "'
OtftcsUsoOnly
Rge--Jec
1t4 _1t4
V.ld sl.lEin.Iim.AIo +"-t+Dr;'s.D L)/L ? ,.1 ta? At r l/o#
I ,
Borc
Dir.from fo RenrAr: Lllhology, Wrlft Ourlllt I f.mplrrtun Y I
/^Azoo |1/a'*.Lnil-'r.l Cantl larzttt ' r-zl/r,-x
l2 .,U l)rl t - attdl
tf^D4 IUP
tfTtllc/9 (
llo l.ss /40 lU^^., car{J 'r-l x
)r_1fLl9rt K)L2lt-2q?/ l-trAlt>
*2 ?dIL Jr.t l s, /{*t t)).
,A ?.*?t9
I,Q ?7.r x
IZ 2?r t"?v?pIL Uu,V,dt
ll.-"+/a\t9A
(-0aeFz43 )
-l-.rr&qa
)lz r
t^tt^tt Ol
^-i*arl ora ?.16-r;
Compl€tod
Date: Slarled a
SEAI/FIIIEF PACK AMOUNT
Itlrrirl Fron To SElt otPourdr
UEINOD
Cc*.*t+&rh to 3A Yq-sfr *l/ L.*lr<.u-OI
encounlerad
FORWARO Ti'HITE COPY TO WATER BESOURCES
FomZ,&7
1ltgt
!idrprldmt
T WELLTAGiTO.
DRILUNG PERM]T NC
oh€rlDwR NO. D0057349
2 OWNER:
Name; North lGotenai Wator Distrid. lancaster Woll #4
Mdresg: 1841 W- Helrdcn Alrenue
Clty: Hayden Stat€: lD
3 LOCATION OF WELL by legal descrlpdon.
IDAHO DEPARTI'ENT OF WATER RESOURCES
WELL ORILLERS REPORT
Ur. TyFrlltor or Balpolnl pan
II TI{ELL TESTS:
npurr,p Eaailer
Ateabn
EAir ER*rtr,gArteslan
temp
t0,01
Zip 838i]5
WaterTemp
Water Qualty test or commsnE:
12 LITHOLOGIC LOG:
GoVtLot Coung
l.a[.:47 47 19.07 N Long: 1 16 4E r5.45w
sw
Twp
Rge
Sec
51
4
2
Nortr
East
l0 Acmr
SorrUr
West8W 1t4
40Acrlr
1'4 114
'l60AsE
s Addrcss of Well Sitel ltt4TWtancatur"ffiFLot No. Blk No. subd. Nana:
4 USE:
! oomestic
Llmennat
Munldpal
In ec0on E fllntgationMonltor
Ofier
5 TYPEOFWORK:
El ruer', wg n r,roairy n Abondonment E otrer
6 DRILL METTIOD:
E arr aotary E] c"ul" E ura Rotary fJou'e,
7 PROCEDURES:
Was drhre shoe ssgl
8 CASII{GILINER,:
*#J tr'fJ*m6)
Lin r tralfid Thttdqd
E
!
E
9 PERFORAIONS'SCREENS:
# STATIC WATER LEVEL OR ARTESIAN PRESSURET310 n bebrground Artesian Pressurc:
1 3 DRILLER'S CERTIFIGATION:
l/We certify that all mlnimum well conetruc{lon standade were corplled
wlth at the time the rig was remorcd.
Firm:Flm No. 3|il
Firm Officlel:
and
Dete:*lo&tt
Date $taftd:
Deb Compl€bdr
01111110
au?sn0
Offce Use Only
lnspected bS_Two Roe Sac114 114:U4
Lal:Long: :
Yield Dnwdonn Pumoino Level TimeII
Borc
Dia.From To
Remarts: Lithology, Water Quality &
Temperatur€Y N
24 0 60 Well graded sand and gravel x
20 60 330 Pooily graded eand and gravel x
20 3iil0 340 Poorly graded aand x
20 340 372 Poorly goded sand and gnrrel x
20 372 372 Fine sand x
2A 372 377 Poody graded sqAl x
r." l. b l,
lr l - i.'lFlll t r, tUlU
IL'vvruNONN
Due to scruen ln bottom of rvell,
alr llft on rig onf produced 100 gpm.AIUUUN!
From TO ilethod
1C Dagsts€mon[9 o 60 Annular
IJE.Ftom lo (,auoe MAIBflAI
20 -2 0.375 STEEI
Fmm To
Slot
Slzo Number Diameter ttlaterial Csdng
trtrn
Lln!r
trtrn
343 364 0.140 18 ss
364 370 0.100 t8 ss
370 373 0.(x0 1S SS
Degcribe acc6s port or confol devlce6:Plah rcldad crn bp
lb
supowisorroperatoc Date:5-to -
D
M[ 0 6 1996
rtl (trtcfirt
^Eu.lrfY
DEPARTMENT OF WATER RESOURCES
WELL DRILLER'S REPORT
thrTlOcutltc?orBelpohPon O$7
5. TYPE OF WORK drcok lllthat spply
IEI Newwel tr Modily E Abendonment
6. DBILL METHODl8Alr Bolery tr Cablc tr Mud Rotary
Oher|DWB
2. OWNER:rr--^ C?lEMCItrc E-.-Ire& Do
cnv ienonllt , etabp-Zp3ll!-
3. LOCAflON OF WELL by legal deccrlptlon:
Skclch m8p tocatlon mugl agree with wftten locetlon,
N
x
Addrccs of Wcll {,4 IEST ON BOEIGL
(Obi rt |la m ol od + Ohau 5 hrd fltrritni*)clty-
Lt.- Blk. -,, Sub.
4. USE:
E Domcstic tr Munlclpal D Monhor tr lnlgstion
tr Thcmal O lnJecllon tr
f*p9il-- Norm El or South EngcL East tr or west Psec.{-,
-1/4
llrw 114 + 1t4OoYtLot-Cartffilat:::Long;::
11. WELL TESTS:
tr Pump o Baller
YLtd d!fiiln.DtrwGn Frntgno lr$f TIIT
SOlL inil,,rrai.tlrn
Firm
Flm
and
WaterTemp.Bottcm ho$lpg, aol)
Water Quallty tclt or commcnts:alrn L rlrm
Dcpth first Wster Encomtelgd
12. LITHOLOGIC LOG: (Doacilbcrapalrrorrbandonmcnt) wr.r
13. DRlLLER's CERTIFIGATION
UWe csniry thil all mlnlmum well construc{lon slandar6 were comdiGd urfth et
he lime the rlg wac ermvcd.
lhlGd tlc No.l[!--
SupeMsororOperabr--- Jilooc.lcc[Em DetcJrEuxl--
(Slgn ona f Frtn Ottht l l Opil@
TO WATEH BESOURCES
(Replaccmcnt ctc)
E Oher-
tr Olher-
Was dtlve slto. ured? tr Y Eil Shoe Dcpth(s)-
Wri drlvc shoc Bml tsled? EJY Ef, How?_
8. CASING/LINER:
frlrlr.br Fffi T6 Tlrbddl.jrl 180 2n Itd Crthga
tr
tr
Limr wald.d ThrnrLCtr!trtrtrtrtrtrtr
Length of Headplpe- Lcngth ol
9. PEHFORATIONS'SCBEENSErPedorationr McthodtD$totttor
tr Screene Screen
Frm To 8bl8lr.NumbCt llebrhl
t8f 173.ltt ,33 t!rf,ml
10. STATIC WATER LEVEL OR ABTESIAN PRESSUBE:{9--tt. betow gmund Anesian preesure .lb.
Depth flow encountcrcd lt. De8cribg aoco8g port or
control
Lilat
D
rl
tr
Ca.ttg
a
tr
E
Offtce Use Only
lnspooted byTwp- Rge-Sec-_1t4_:!14 _1t4
Lat;i
sE^IJFILTEF P^CK ArrlqjNt
rlrlotbl From to s*ft otDilnrtr
IIETHOO
lcr*onlc to 15 3*t3 dtw-50 lb h-
Eaa
Oh.Frcn To Rernarkr: Lllhololy. Wrirr Ourllty & Tcmp.rftltr v il
tr I a ?ii rcl a
IIl I 1'I
xIG7'n Precrrl
!.to an T
G r.o aa I lrt r..f,r .li,x
ta It.tc
t!lo lal rrt6ttxillnlrlruvdI
t!,t na I
t!AT 2S C.blhr x
IF 2tr 2tt x
'F
,rt ,!5 3mdtchrmlr x
t!2ts tI Irlto!tg ll2mlrr-cbrmrd IrtitlttaI
lla?ill'I !r nrfrrffm hr drd ardr
t.tuvti qar hrR
Completod tlepgl SA. -. (Meesurebh)
completed___tf,ooLDdr: Stsdod
IIIIIIIIIIIIIrIII
L>tr>
FORWARD WHITE COPY
Form 238-7s/92 STATE OF IDAHO
DEPARTMENT OF WATER BESOURCES
WELL DRILLER'S REPORT
Sut lr rmrlrrr $rt tlrb npon b. fild uhh thr Dlrccor, Drgrm.nt ol Wttrr R.aott .
wittln 30 dtyr rftrr tt! conrphtlon or .b.ndonm.m of fhc wdl.
UEETYPEWRITER OR
EALLPOINT PEN
@)
,-l)
P.O. Bo. 1138noorcs Ha!,& IaIc. ID &l&15
Name Skmk rnr lEhld
1. WELL owl{ER
Own.r'r Pormit No,1s- w-M-r3
7. wArER rEvEL A I
Static wlrer lsrrel -Il0-r* 16\[,
Florvlns? tr Yer El No Gf.M. now
Ar6ri.n clorod-in pr.qrrc -- p.a.l.
Controlld by: E Valv! tr Crp tr Plug
OurlltyTcmperaturu
-oF.
hrqibc attaaian or tarno.ralufr ,Na balo*,
rrrfrg,
8. WEILTES'DATA
E Pump O Briler RAlr 0 Othcr
Hom PunodDlrehrrn G.P.M.PumCnc Lml
|llED ITTJFT
2. NATURE OF WORK
*t Na , wall tr Drpsncd D Repbccrn.nt
E Abandoned (de6c?iba abandonmsnt proceduro3
matorialB, plug dapth3, otc. in lithologic log)
auch ag
9. LITHOLOGIC LOG
Borr Metdrl
El Domsrtic E lrrlgstion tr Test O Municlprl
El lnduJtrial D Stock E Wa$e Di.Dor.l or lnioction
3. PBOFOSED USE
D Oter {$!cifv tYP.l
t?.o oat f:EEl E .r**i'la Ytr.I tirl kl r lrarl,la-v90
l).15n lra 6analtr.1?n t ofi kEl r- lrarlta-
14.'t orr .I.lE ai-rDl t d/S{rla
I Botary tr Airtr Cable D Dug
tr
tr Other
Hydraullc E Revom rotry
4. IIIIETHOD DRILLED
1).,arR ,1i Gh{ a aa'l
Iti ,1n ,rt r- kril-
lrr aaetrr,?n tmtrr,on ?lt
2r,i1).lfi't Eha mItr.?in aqn ,*rrrl c lnm ^lft w
12.?slt ?6,l (t:rral
Pr ?6n ?t lEanrI v
I i l rtrr'- r
i&r iln f.{ffi Tnrrt-Ila.l
I?r rhlrr ahaa
A. ltrit. qha
il
lllllflrrr: '-'
E IIII
t\
ltrr E
u€pa,lEltFl ur tr.lq tre-.w!'
lagi[..r] UrillI* v'rrw
Ilonr
5. WELL CONSTRUCTION
Casingschedule:E Stoel E C;oncrcte OOther_
Thld.ntrr Dlrmror Frcm To.25() imha - lil inch6 + I fest 79 footincher 10 lnchec + . I roct 139 f!.tinchcc 8 lnc{roa * t fcd 3&2 feet
inches _ irrchss _ f3at _f6et
Waccsingdrivcdrosuiedl EYes tr No
War r pcker or rol u*d? O Ycc f NoPrrforaed? EYo' E No
How perforaed? B Flctory [! Knlfc tr Torch
Size of pcrloratlon I indrer by -1t Incfrer
Numbar Fton To123 perfoEtloffi 360 frat ..380 faqtpcrforrtlons fart _ faetporforetlonr frot _ fost
Well rcr€cn lnctallod? tr Ylr El No
Dimaer _ Slor rlzs _srt fron
-f!rt
to _f.rtDirh.tar_Slot.lze _Srt from
-.foot
to _frrt
Grrrrol p*ksd? tr Ycr Et Nb 0 Slzo of grarrl
PlEad from
-
Ia.t to
Sud*c rcal dlptft 20 Mltlriel urcd ln rel: tr Ccmcm grout
El Eentonito D Puddllngclay tr
-
Seallngproccduraucad: u Slurryplt BTrmp.errfcecerlng
E Ovrborotore ld?tr
Mrthodof ioinlngca.lrq: E Threadcd AWeHd O Solvonr
Wrld
E Cemamcd brtwacn rtnta
Ocrcrlbe accaes port
-
/
.2so.2il
Typ.Modcl No,
flrt
Manufacirrar'r
4t26t85tf,ort fi.rt d
10.
1togtlaE flnlrhsd
6. LOCATIOiI OF WELL
Skatch map locetion mun rgrcewith
l,ot No.
-
Block No.
.lW n SE x soc. 34 _,r. 52N NA,R. 4tt EAv.
x
*locrtio.r.
Ew
Srbdivlrlon Namo
County rcEr{ll
11. DRTLLERSCERT|FICATTOil e9*
t/Wc certlfy that rll mlnlmum mll conrtruedon rtrndardr wctc
compllcd wit r st thc tlmc dre rlg wr rIt|ovd.
61m1 11gms mWg DRU.LDG. Ftrm No. ?28E. 6010 BEoaeGy
Oat!4t26t85Addrcss$de rB 99212
Slsncd by (Firm
and
(Operatorl
USE ADDITPIAL S}IEETS IF I{ECESSARY - FOBWARO THE WHITE OOPY TO
w
Form 238-7
11197
1. WELL TAG NO. DOOIOS5I
ORILLINS PERMIT N
Other IDVVR No
a,
2. OIIUNER:
Nanrc
Addrc$ 2ll Rlveuood
city Post Frll$ stete lD zlp 8385,{r.r@atdE6Eil6m;:N Twp 52N Noan filr Souilr I
nge -@- East Dor weat $sec 33 1/,t t{W 114 SE 114
E
-J6'n"
-i6-a"
-16oAcGovt Lot County Kootcnai
Let Long
Adclrc*r of Wbll Sltc: (Bse ncxt llne)
Boekcl 2.9 rlght on Forcstdal€ to cnd on lcfi Clty
Lot Blk Sub.Name (rcc next line)
4. USE:
ElDom*ttc EMunktpal fiMonttor Dtragation
flrtcnmt fitnpaion fiotrcr
5. TYPE OF WORK chcck all that apply (Reptaccmcnt crc.)
EXHo, w"n Elnroany EAbandonnrent f]otncr
8. DRILL ilETHOD
Erur notary EJcaole Buud Rotary fiother
7. SEALING PROCEOURES
Drlve Shoe Uscd?Shoo D6pth(o)
Drlve Shoc seal Treted? DV EIx Xowz
8. CASINdLINER
Diam From To Gaug6 Mrtcrisl
6"1 -295 0.025 Steel
C.sng Liner Wcld lhrded
Typc
Casng
IDAHO DEPARTMENT OF WATER RESOURCES
Hr=bLmEbEn's
REP'RT
o? 6?
Lcngth Hcadpipe
-
[cngth Tallpipe
9. PERFORATIONS/SCREENS
ElPerbretlono? Mcthod
fpcrccns? Screcn
From to Slot Nmbr D,sm Materlal
10. STATIC WATER LEVEL oTARTESIAN PRESSURE
210 fi. below ground. Artesian prc$ure lb.
6i-pth flow oncountercd 21a n3?icrioc accr8s port or
control d6vic.c: stccl cap wcldcd
? Sg 1r. t ELL rEsrs:
Epump Eeaipt Anesian
WatcrTemp.cold Bottom holc temp. cold
Water Ouality test or comm€nts: (below) D€pth fir8t Wbtcr Encountered
cleer, cold, no rmell
210
12. LITHOLOGIC LOG irc or
trtr
13. DRILLERS CERNFIGATION
UWo certfy thot all minlmum well @n3trudion itandard3 wcr. cofirpllcd with at
tho tlme thc rlg was removcd.tr Flrm Unitcd Drilling lnc.Firm No 4'14
trtr trtrtrtrtrtrtrtrtrtr
Linertrtrtr
Nerrc
Firm Oficial
and
Supcrvisor or Operator Jacon C. Bcckham
Date 9t3ls9
Dat6 9/U99
lnspected by--Two Roe Sec
_114 _1t4 _1t4Lat:::Long:::
Use
Ylcld gal./min.Drawdown Pump Levcl Tlmc
290 'l hr,100 gpm 1OOo/t
X
SEAUTILTER PACK Amount
MatGrlal From To SadG/LbB
Msthod
Bcntonitc 0 -16 14 gacks pour ln
WatcrBore
Dhm From To
Remarkg:
Llthology, Weter Quallty end Tempcratyre Y N
n r'TI03Top3oil
r.-1E36Boulder
a 6 16 Sand & gravcl - 3/4 mlnus - cobblcs
6 TE 80 sand & gravcl - 3/4 minuE - cobblc8
6 90 180 Stnd & gravcl - YB mlnus ll:l
6 160 210 Sand - Brown - some grevGl
6 210 255 Sand - brown eome gravel
6 255 ZTE sand - blacugray . lots of flneE
lome g,Evel
6 z7E zBo Clay - gray
6 zag 295 ssnd & gravel - 1" good llow-no sand
Compbted Dcpth 295 (Measurablcl
Dalc: StartGd 9/1199 CompletGc, glzt$g
s-eN 1w va FORWARD WHITE COPY TO WATER RESOURCES 198
il31n020
lk'lurn l,inks
( ltrtrt I{atl S.lrtpl. r
\\alcr \r stcrn [)ctlil
\\';rtcr Sr sle rrr:
\\ atcr Sr slctrt \rntch
( ounl,r \1ap
( J lossa rr
Chen/Rad Sample Results
Drinking Water Branch
ChemlRad Samnle Results
This list displays sample/results of all non-microbial analytes (TSAANLYT.TYPE_CODE o MOR)
associated to the selected sample. Results for Microbial Analytes are not included.
Totel Numbcr of Rccorde Fctched = 3
YUrt rSy.tem No.:
ht rSystom N.mc:
Prlnclpal Goufi Served
St tus:
Lrb S.mph No. :
IDl2E026t
GEM STAIE. DIAMONDBAR
ESTATES
KOOTENAI
A
N20E694
Fed.rll lyp.:
Strtc Tlpe :
Prlmrry SourE :
Acdvlty Drt :
Colbc{on Detr:
c
c
GW
0t4l-2000
09-t7-2019
,\nalr tc( odt \nalr tr \atnr \ I cthotl( odc
I css than
I nd icutor
Lcr cl'Irpe Reporting
l.er e I
l'onccntralion
lcr el
\l onito ring
l'rriorl
lltgin [)atr
\ lonilorinp
Prriod !-nd
l)a lr
t038 qITRATE-MIRJTE 300.0 N 0E9 2.03 MG/L
l0tl0 {ITRAIE 300.o N 0E9 2.O3 MG/L 0l-0I-20I9 t2-3t-20t9
t04t \IITRITE null Y MDL OE.g 01.01-2011 12-3tAotg
ffe:///C:/UsersflittuUOneDtue/NWGWC/PROJECTS/0115&01 - Gem States \ rater Co - Dlamond Bar Eetates/Deliverables/Aitacfiment D - t/Mater Qua... 1l'l
il31n020
llt,lttr ti I iril,s
( lr, lr Jl.rrl \ rril-1,
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\\:rl. I \) .li'tr \,.'r. li
( ,r111111 \1.11i
(,losr:r t r
Chem/Rad Sample Results
Drinking Water Branch
Chem/RadSam@
This list displays sample/results of all non-microbial analytes (TSAANLYT.TYPE_CODE o MOR)
associated to the selected sample. Results for Microbial Analytes are not included.
Total Number of Records Fetched = 15
WbtcrSyltcm No. :
Ilhter Syst m Nrme :
Prlnclpa! County Sewed
Status :
L.b S.mole No. :
IDt280268
GEM STATE. DIAMOI{DBAR
ESTATES
KOOTENAI
A
noffig3
FGdor.l lyp. r
State Iypc :
Prlmary Source
Acdvlty Datc:
Coll.ctlon Drte
c
C
GW
0l-01-2000
09-17-2019
\rr;rlr lc
( rrrlt \t,alr lr' \rtttr \ltllrotl
( r,tlt'
I trs lltan
Itttlir rtot
I rr cl
lr pr
llr;rot tinl
Irrtl
I otrttttIt:r(iot'
Ir r r I
\ loniloring
l't r iir,l
llcrilr l)att
\ lrrrrilrrrirrll
l'tt iorl I rlrl
llatt
1005 {RSEMC 200.9 N 0E-9 .0019 MG/L 0t-01-20t I l2-31-2019
l0l0 ]ARJI,,IM 200.7 N 0E9 .024 II,,GIL 0t{l-20n 12-31AOl9
l0l5 ]ADMIUM null Y MDL 0E9 01.01-2011 t2-3t-2019
to20 ]HROMIIjM null Y MDL 0E9 0l{l-2011 t2-3t-2019
1025 ILUORIDE null Y MDL 0E9 0l{t.20ll t2-3t-2019
1035 VTERCI,JRY null Y MDL 089 0l-01-201t l2-3t-20t9
1036 {ICKEL null Y MDL 0E9 0l{1.20il l2-3la0te
1038 {ITRATEMTRITE 300.0 N 089 1.24 MG(L
1040 {ITRAIE 100.0 N 089 1.24 MG/L 0l-0t-2019 l2-3t-2019
l04l \ITTR.ITE nuu Y MDL 0E9 0I{t-2011 l2-31-2019
1045 iELENII.]M null Y MDL 089 0t-01-2011 t2-3t-20t9
to52 IODIIJM 200.7 N 0E9 3.28 MG/L 0l-01-2017 t2-31-2019
1074 {NTMONY,TOTAL null Y MDL 089 0l{l-2011 t2-31-2019
1075 ]ERYLLIUM, TOTAL null Y MDL 089 0l-01-20t I t2-31-2019
l0t5 TTIALLIUM,TOTAL null Y MDL 0E9 0l-0t-201 I l2-31-2019
file:///C:/Users/ttnuyOneDri\reNl /G\ rCIPROJECTS/01150-01 - Gem States \Ahter Co - Diamond Bar Estates/Deliverables/Attachment D - Whler Qua... 111
1t31t2020 Cher/Rad Sample Results
Drinking Water Branch
Chem/Rad SamBlgJBesults
This list displays sample/results of all non-microbial analytes (TSAANLYT.TYPE_CODE <> MOR)
associated to the selected sample. Results for Microbial Analytes are not included.
li,lirr l, i ir,l.-
(,l'r'";'|\
UlltcrSystom No.:
l hterSystem Name:
Prlnclpal County Served
Status :
Lab Samole No. :
IDt280268
GEM STATE-DIAMONDBAR
ESTATES
KOOTENAI
A
1208716
FGdetal lypo:
Shta Tfpe :
Prlmary Source
Acuvlty Date:
Collectlon Dete
C
C
GW
0l-01-2000
09-17-2019
\rr..lr ir
( r,it
\lrlhr i
( ,,,ti
I r'.. tlr,,t
lr,,ii,.,t,'i
Itrtl
lr 1r.
llr I\,i! tirr!
Ir,tl
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lr ', I
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l r t r,r,l
lli yrri l).il(
\lrrrrilorirrl
l'tri,rrl I rrJ
l),rtt
1005 ARSEMC 200.9 0E-9 .0035 MG/L 0t-0t.20t I l2-31-201e
t0l0 ]ARIIJM null Y MDL 089 0l-0t-201 I t2-31-2019
l0l5 CADMIUM null Y MDL 0E-9 0t-01-20t I t2-31:2019
1020 CHROMIUM null Y MDL 0E9 0l-0t-201 I t2-31-2019
t025 ]LUORIDE null Y MDL 089 0l-0t-201 I t2-31-20t9
t035 MERCURY null Y MDL 0R9 0t-01-201 I l2-3la0t9
t035 {ICKEL null Y MDL 089 0t-01-20t I l2-3 r-201e
1038 {ITRATENITRITE 300.0 N 089 .256 MG(L
1040 NIIRAIE 300.0 N 0E-9 .256 MGIL 0l-0t-20t9 t2-31:2019
l04l {ITPJTE null Y MDL 0E-9 0l-oI-201 I l2-31:2019
1045 SELENIUM null Y MDL 089 0l-01-201 I t2-31:2019
l0s2 SODITJM 200.7 N 0E-9 3.14 MG/L 0l-01-2017 t2-3t-2019
lo74 \NTMONY,TOTAL null Y MDL 0E-9 0t-01-2011 l2-31-20t9
t075 ]ERYLLIUM,TOTAL null Y MDL 0E-9 0t-01-201 I l2-31-2019
t085 THALLIUM,TOTAL null Y MDL 0E9 0 t-ot-201 I l2-31-2019
Total Number of Records Fetched = 15
file://C:/Users/ttnuUOneDrive/NWGWC/PROJECTS/01150-01 - Gem States \ /hter Co - Diamond Bar Estates/Deliverables/Attachment D - Whter Qua... 111
il31n020
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Chem/Rad Sample Results
Drinking Water Branch
Chem/Rad Sample Results
This list displays sample/results of all non-microbial analytes (TSAANLYT.TYPE_CODE + MOR)
associated to the selected sample. Results for Microbial Analyes are not included.
Vurtor Syltom No, :
Water Syrtem l{amo :
Pdnclpal County Solved
Stdus:
Llb SrmDle No. :
IDl28026t
GEM STATE. DIAMOND BAR
ESTATES
KOOTENAI
A
Y208702
Foderel llpe :
State Tlpe :
Prlmaly Source
Actlvlty Date :
Collecton Date
c
c
GW
0l-01-2000
09-17-20t9
\ rt.r lr I
( otli \rr.rlr lr \lrrrrr'\ lr llurrl( r,tlt
I t'r. tlt;tn
Itttlirallt
I tr rl
lr pt
Itr'put.t in g
Irrtl
In( ( nlr;11il,il
It r t I
\ I rr lr ili'r irr I
l't t itrl
llrlirr l);rtr
\ I r,n ilo r irrl
l'rrioil I ttri
l).rtt
2378 II,2,,LTRICHLOROBENZEM null Y MDL ).000500000 MG/u 0l{l-2014 l2-3t-2019
23E0 Ers-1,2-
hrrcrLonosrHvLrNs null Y MDL ).000500000 MG/LI 0l{l-2014 t2-31-2019
2e55 XYLENES,TOTAL null Y MDL ).000500000 MG/u 0I-01-2014 l2-31-2019
2e64 pTCHLOROMETHANE null Y MDL ).m0500000MG/u 0t-0t-2014 t2-31-2019
2%8 FDICHI.OROBENZENE null Y MDL ).m0s0om0MG/r.l 0t{t-2014 l2-31-201e
2%9 F-DICHLOROBENZENE null Y MDL ).m0500m0MG/tl 0l{l-2014 t2-31-2019
2976 MI.IYL CHLORJDE null Y MDL ).000500000 MG/tl 0t-01-2014 t2-31-2019
2W I.1-DICT{LOROETHYLENE null Y MDL ).000500@0 MG/LI 0l{l-2014 t2-31-2019
,o?o [RANS-!2---.- DICHLOROETHYLENE null Y MDL ).ooosooooo MG/r.l 0t-01-2014 t2-31-2019
2980 II.2-DICHLOROE-THANE null Y MDL ).000500(x)0MGltl 0l-01-20t4 l2-3 t-2019
2981 ll,t,t-TRJCHLOROEETANE null Y MDL ).m0500000MG/u 0l.01-2014 l2.3t-2019
zeu ffillaoruor null Y MDL ).ooo5ooooo MG/r.l 0l-01-2014 t2-31-2019
2983 II2.DICHLOROPROPANE null Y MDL ).0m500000 MG/LI 0l4l-2014 l2-3r-20t9
2984 ITRICHLOROETHYLENE null Y MDL ).0m5m000MG/LI 0t-01-2014 l2:31-2019
2e85 ll,r,2-TRTCHLOROE-THANE null Y MDL ).000500000 MG/u 0t-01-20r4 t2-3t-2019
2987 FETRACHLOROETHYLEM null Y MDL ).0m500000 MG/r.l 0t-01-2014 l2-31:2019
2e89 EHLOROBENZENE null Y MDL ).000500000 MG/I]0l-01-20t4 l2-31-2019
2990 tsENZENE null Y MDL ).0m500000 MG/I-I 0t-01-2014 \2:31-2019
299I ITOLI,JENE nuu Y MDL ).000500000 MG4J 0l-01-20t4 l2-3t-2019
2992 ETHYLBENZENE null Y MDL ).000500000 MG/u 0l-01-2014 l2-31-20t9
2996 FTYRENE null Y MDL ).000500000 MG/u 01.01-2014 t2-31-2019
Total Number of Records Fetched = 2l
fle:///C:/Users/tfinul/OneDrive/NWGWC/PROJECTS/01150-01 - Gem States \Ahter Co - Diamond Bar Estates/Deliverables/Attachment D - \ rater Qua... 111
ATTACHMENT D
Groundwater Levels and SVRPA Aquifer Thickness
LE
Site
\
\
c
q,sa
oq\
b
Sptrlt
Lal<e
La*es
Twbl
Hauser
Lake,-fu Hayden Lake
Coew d'Alene La*e
La*e
t8.
45',
Altitude ol water level, in lsot, ol the Spokrne Valley-
Rathdrum Prairio rquilor, Soptsmber 2lll{-
Datum is North American Vertical Datum of 1988
HydrologyofAquifer 33
fl7.ltr30'
5 l0 15 20 MILES
5 10 15 2OKILOMETERS
flPI.AilAIIOI{
-rffi- Wrter-level contour-Shows altitud€ of water level, September 2U14.
Contour interval is 20 feet Datum is North American
Vertical Datum of 1988
+- Gcnoralizoddinctionoloround-wilerflow
' Site ol wator-lovel mecurement
B0s6 modified trom U.S. Goolooical Suflsy digital d8ta.
City boundrries, l2il,0(n, vadous yeare {l$l-86};
Public land srusv, l:lm.om, l$5; L!k.s, llm,m, lgg5;
snd rivars, tdOd)o, tSs. Nodr Americsn ortum of 1983 INAD 831.
I z,zzotoz,w
I z;tntoz,zm
f z,ooot z,tlo
! t,seotoz,ooo
l-l t,gooto t,sso
EIIII
l,820to 1,900
l,7Oto 1,820
1,660t0 l7$
l,580to 1,660
l,5Oto 1.580
Eigwet2. Ground-water levels for the Spokane Valley-Rathdrum Prairie aquifer; Washington and ldaho, September 2004 (revised after
Campbell,2lx)5],
18 Hydrogeologic Framework and Ground-Water Budget of the SVBP Aquifer, Washington and ldaho
An aquifer thickness map was constructed using the
same data set described in the previous section to illustrate
the approximate thickness of the SVRP aquifer (fig. l0). In
Idaho, areas of greatest thickness, more than 800 ft, occur in
the northwest part of the northem Rathdrum Prairie, through
the West Channel area, and through the west-central part of
the Rathdrum Prairie. In Washington, the areas of greatest
l t7'30'1s',
45'
thickness, more than 600 ft, occur in the central part of the
Spokane Valley, in Spokane, and in the Hillyard Trough. Near
the Washington-Idaho State line, the thickness of the aquifer
is about 400-600 ft. Aquifer thickness estimates are more
reliable in areas where wells fully penetrate the aquifer than in
areas where the thickness was inferred.
I I7'45'.r r6'30'
T
N
T
T
R42E
Base modified lrom lJ.S. G€ological Suryey digital data.
City boundaries, l:24,0m. various years ll96l -86);
Public land suryey, l:100,000, 1985; L8kes, 1100,000. 1995;
and rivers, l:100,000, 1985. North American
Dstum ot lgtB (NAo tBl.
R44E R46
EXPLANATION
THICKNESS OF SPOKANE VALLEY-
RATHDBUM PRAIRIE AOUIFER, in feet
L 0-200
f zoo-+oo
[ ()0-600
ffi ooo-aoo
I aoo-r,ooo
R4W R2W
l0 l5 20 MILES
5 l0 r5 20 25 30 K|IoMETERS
EXTENT OF SPOKANE VALLEY-
RATHDRUM PRAIRIE AOUIFER
(Kahle and others,2(X)5)
. WELLS THAT FULLY PENETRATE THE SVRP AOUIFEB
Figure t0. Approximate thickness of the Spokane Valley-Rathdrum Prairie aquifer, Spokane County, Washington, and Bonner and
Kootenai Counties, ldaho.
REI LE C
NNER CO NTY
STEVE
COUN
KOOTENAI
PEND\
o
e
r
:
I
COUNTY
ect SiteP
Lake
COUSPKANE
Prairie
Five Mila
Western Arm
ATTACHMENT E
Panhandle Health District Septic Records
Parcel No
1774-001-001-0 Panhandle Heatth District ; '- hl it ti{: [r i1":''' I
r,':11/r,,
-Site Se A lication 0/ -2f 'oo
A sitc evaluation is not an approval or a permit to install a septic system. Permit approval depends on the following: Site evaluation approval,r' orcdicted maximum daily scwage flow; house size and location; well / spring location; surface water locations; changes to native soil (road
"..;Trlint,
benching); distancc to neighboring structures (wells, buildings, drainfields); proposcd lurd use; soil quality; other issues of
Permits to construct a septic systcm are not granted until all such issues are addressed and / or submined in writing as parl of thc plot plan /
pcrmit application AND found to be consistert witr current regulations.
AI\[Y CHAIIGES TO THE STTE OR COND]TIONS OF THE APPLICATION AFTER
TSSUAI{CE OF THE PERMIT MAY RENDER THE PERIT{]T INVALID.
fJ Site Evaluation
Oumer's Name
Mailing Address
City
LegBl Descripion
SuMivision
EJ Site Evaluation & Permit EI Permit
T,-tl rt.=tr t rzl/Date 3- lT_ o /
Phme #
State fr/ z;p
T{I R s.9 Parcel # O - /7 7y'- e/- oo/ - r)
,Dtrn,t/o,r/ 0d', Esk/.sb' / Block / siz*5_ (Acres
Locdrn/CJaJr(- (,) Dt<r*,L-/r
Name frzr,/ T/t*^.., d/ 7t(- 7zd2-'
Mailing Ad&ess
City
Applicant is: D
Phme# 76')^t{/ F
Sate f,"/ zrp ! 3,5 s;
Landowner Zl€ontractor D Installer tr Other
E Replacement
D Community
(3 to 9 dwellings)
Is there an existing dwelling on this parcel? E Yes W{lo Description
Tlpe of Septic Installation @{"*
Proposed Use El"lndividual
Tlpe of Dwelling./
{srngteFamily Residence U Commerciat
E Large Soil Absorption
(2,50 grl / &y or l0 or morc dwcllings)
fl Multiple Family Res. D Other
flFor Sal3L & Mdtiph Frolly R.ddc.cr. Orly)--
# of Bedrooms 5
# of Livine Units /
# of Baths
Garbage Disposal El'Yes E No
Sq.Ft.J-{t #ofPeople L
(Fo. CoooErity, Cooaccdr[ lrrt So0 Abmrptior & Errdnc.rld S,d.ot Ooty)
Average Daily Flow- Peak Daily Flow
-
/ /l t %/, hrrlrt
HighlightedAreas Are Required for the Perrrit Process to be Initiated; All Information Required for Completion
Panhandle Health District I
ON-SITE SEWAGE SYSTEM PERMIT
I
Septic Permit # SP 01-28-0057 lssue Date3/15/2001
This permit is valid for one year from issue date for an individual subsurface sewage disposal system for:
Parcel # 0-1774-001-001-0, Township 5lN, Range 04W, Section 3, Boise Meridian; Lot 01, Block 0l of
DIAMOND BAR ESTATES; a 5.00 acre plot currently belonging to JAMES PENZKOVER. The system has
been sized for a2785 square foot single family reidence with 3 bedrooms and 3 baths.
The following conditions are placed upon the permit:
SEPTIC tO#[*acity
wittbe at teast 1000 sanons*lt is recommended that the tank capacity be incrpsed 50o/o due to utilization of a Garbage,
Disposal or tank pumping ffiuency incre#ed to annually.
DRA I N Fr E h%fit"r3nTilHxl il:ih. square reer
I
CONDITIONS-
No parking, driving, structures or livestock over the drainfield or replacement area.
Man utactu re/s Recommendations must be fol lowed bn al I componenb.
Maintain all separation distances listed on the penriit and/or listed within the Technical Guidance Manual
for lndividual and Subsurface Sewa$e Disposril.
SEPARAttB![.?Hm[tg5*e*ins
roundarion - 5 het minimum. Distance of tiank from well - 50 feet minimum. Distance of tank from private water [nes - 10 bet minimum| . Distance of tank from public water lines - 25 feet minimum
Distance of field from property line - 5 feet minimum
Distance of field from dwelling foundation - 20 feet minimum
Distance of field from well - 100 bet minimum
Distance of field fnom surhce water - 300 feet minimum
Distance of field from septic tank - 6 feet minimum
Distance of field from water lines - 25 feet minimum
Permit lssued by
must not 4 feet in depth unless specffied altemative system
, Environrnental Health Specialist
FinalApproval of this Permit requires inspection of the system in the ground, uncovered, and
submitta! of a plot plan distinguishing system construction specificatiohs and final layout including
location on the plot with respect to other permanent structures. To Schedule a final lnspection call
the number listed below.
Reference: Rures & Regulations for individual and Subsuilacc Sawage Disposal S/stems
2195lronwood Court . Coeur d'Alene, ldaho 83814 . [phone]
Page 1 of1
Panhandle Health District I
ON-SITE SEWAGE SYSTEM PERMIT
lnstaller's Copy
Septic Permit# SP 01-28-0057 lssue Date3/15/2001
This permit is valid for one year from issue date for an individual subsurface sewage disposal system for:
Parcel # O-1774-OOI-001-0, Township 5lN, Range 04W, Section 3, Boise Meridian; Lot 01, Block 0l of
DIAMOND BAR ESTATES; a 5.00 acres plot cunently belonging to JAMES PENZKOVER.
The following conditions are placed upon the permit:
sEPTlc *llT;
caoacitv wilt be at teast 1000 oaltons'ilt is rlcomnrehOeO that the tank capacity-be increased 50% due to utilization of a Garbage,
Disposalor tank pumping frequency increased to annually.
D RA I N F I
= h%,ffi E' 3;:1?,i'l 3 :111;" 3 0 0 s q u a re reet
CONDITIONS-
No parking, driving, structures or livestock over the drainfield or replacement area.
Manufacture/s Recommendations must be followed on all components.
Maintain all separation distances listed on the permit and/or listed within the Technical
Guidance Manualfor lndividua! and Subsurface Sewage Disposal.
Permit lssued by John K. Lawlor - 667-1868
See EHS field plot ptan for location of drainfield and replacement area if attached.
Final Approval of this Permit requires inspection of the system in the ground, uncovered, and
submitta! of a plot plan distinguishing system construction specifications and final layout including
location on the plot with respect to other permanent structures. Please call [phone] to
schedule a final inspection of the system prior to covering the system.
NOTE: AT THE TIME OF FINAL INSPECTION, A GREEN OR RED TAG WILL BE TIED TO
THE SEPTIC TAI\K. A GREEN TAG INDICATES SYSTEM IS APPROVED AI\[D READY FOR
]ACKFILL. A RED TAG INDICATES A PROBLEM AND PI{D MUST BE CONTACTED.
2195lronwood Court . Coeur d'Alene, ldaho 83814 . [phone]
Page 1 of 1
L (#tp{t(
I l(:t4-.>r }{s"
$
i8
- "-'r - --'rr\------- .- -1-. --
0*,nfr"//
-.SITE PLAN..
THE PLAHNING DEPARTTIENT Y\NLL REOUIRE THE FOLLOWNG INFORMATION ON THE SITE PI.AN BEFORE
ACCEPT|NG YOUR APPLEAnON. (Ses Example Site Plan). tf you have questions regarding certain requirements.
please ask to speak with a Ptanner. Wtthout 8 proper site-plan. a Planner wilt be rgquired to visit the site for an
artditional $40.00 fee. We thank you for your cooperation.
r. Show Norh Dkection2. Scale, you must use 1 square = an even number of feet (e.g.20 feet,40 feet, 100 feet,600 feet depending on the
size of your property)3. Drawn on 8-112'X 11' size paper4. Boundaries of your entire parcel, induding dimensions (you may need a plat map of your property)5. Locatftrn. dimensi{rns, and purpose of rights-of*vays and easoments. and other sEuctures6. Locationt dinpnsions, and use of all existing and proposed sfucfures7. Didranccs of eristing and proposed sfuctures from all proporty lines, Forn rights-of-wa)6, easetnenb, and other
struct res8. Locatirrr of all u$lities, labeled existing or propced, induding septic tenk and drainfield, weter. potltr, phones,
etc.9. Locations and dinrensions of all proposed and existirg road8. driveways. parking areas, patios, decks, wallways,
and other impervious araa(s)
10. Locatim of any surface water (steams, culverts, drainage ways), or any distinguishing land features such as
slopas, wilfiin or adia€nl to the parcel
11. Extent of area $'hi€h will be disUrbed by constsudion adivity, daaring, digging, or eattr moving
12. Or the back of your site plan, please provide detailed dhections to the site.
ts
1
r,
?
(,.: i,l
\
u
\:--J
,l
$o r
*lN ADDIIION: PtEllSE SHOW gACf DR[yEflYAY LOCAflON
US"UG flEASUREHETYIS TO E,,CH S'DE OFPROPERTY UNe.
ln the spacc provided below, please y' or I any of the appropriate boxes. Include descriptions wtrere possible (i.e.
Surface Water - Twin Lakes). Please provide a dimensional plot plan including: all marked items below; location and
size of proposed or existing drainfields and associated replacement area(s); home site; location of and distances from
all existing water supply system features; proposed or existing storm water management structures, property lines,e. rents and right-of-ways; neighboring structures of concern; location & size of all buildings and stnrcnres on the
ProPerty.
D Sutf"". Water
f] C-rtr /dirches
E w"lt- public lpnvarc
El sp'ine
E E,'"r*s
fl stom wata Managcmenr
-
E Cur Banks
PLOT PLAN
D w.trrtin. - public / private
D N.igttUoring dwcllin
E N"ighboring wetls
E r.op".ty Line
E ol.,
i-&
I
w f
S. ot/"r/*/ s'/<
z /e,--,
/
lnrre -o/
B)' m)' sigmature above. I certifu that atl answers and statements on this application are tnre and complete to the
besl of mv knowledge. I understand that should evaluation disclose untnrthfu! or misleading answers, ml,
applicatlon may be rejected or my permit canceled. I accept the responsibility to noti$, Panhandle gealth
Oisrnct of ar:1' rhanges to the above information if performed prior to comptetion of the permined s!,r.ie,n.
!;Ia
i
As-Built Plans and Specifications
We require as-built plans on all installations so that current and future ownenr can locate and maintain their
scwage systems and avoid disrupting them with buildings, driveways, etc. as outlined in Rules for Individual
and Subsurface Sewage Disposal Sysrens, Section 16.01.03.005,15. Ao accurate drawing depicting actual
constnrction must be submitted to Panhandle Health District within thirty (30) days of an approved final
inspection
AS-BUtLrbrSP o/ - ) tr - al,t
w-#-a
I
RECEIVED
s
\FP i 5 I't{11
lo'L
PANHANDLT HTAITH DI$TffICT 1
Le rc lt
trrc tr/13 0
t.orct
'3q I
.-.rq ['r.
228{l)*r*,/&'e
/" l/Qa
Inst/er #
At i-o t
I)ateInstaller's Signature W *
By rny signature above,l certify that all drawings anrl statements on t#s as-built are tnre and cornpletc to the
best of rn.v krrorvledge. I understand that should evaluation disclose untruthful or misleading infonrrution. nty
as-hrrilt rnr,r, hc re.iected or the pernrit disapproved.
As-Built Plans and Specifications
We require aq.built plans on all installations so that cuncnt aod futue ovunerts can locate and maintain their
sewag6-systeirs andavoid disnrpting them with buildings" drineways, etc. as ouflined nRulesfor Individrul
4nd Suhfurface Sewage Disposal $rcms, Section 16.0I.03.005,15. An accurate drau,ing depictiog actud
fq}#.H:Pmustbe submittedto Panhandle HcalthDistrict wittrinthirty (30)dap ofanryprovcdfmal
AS-BUILTbTSP 0&2e0273
O--*(Z4r-JID O I ,,
@ Installer'sden6 lnstallcr#Th
I
t
i:
I
By my signaturcabovc, I ffitiry &a all drarvings and statements on this as"built are true and complete to the
btx1o.[my knowledgc. I utdcrstand that shouldevaluation disclom rrrtruthfrrl or misteading infonnation, my
os-built may be rejected or the permit disapproved.
IYI*-P'
3
Parcel No.
0-1774-001-002-0 eE"E rED
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to)tod
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ENIFRFD rr-,r , .,,^li
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@ Panhandle Health District I
ON-SITE SEWAGE SYSTEM PERMIT
Septlc Permit # SP 98-28-0273
This permit is valid for one year Aom issue date for
The following conditions are placed the pcrmit:
SEPTIC TANK-
will bs at least 1000
Section
hathebnk
ortank pumplng
8tre at least squarsftet
dwelllno
weil-5[bunrhton-5Grt
lbetmhimum
Dlstance oltankfiom
Dlr0anca olfeld
lesue Datg6fzl98
subsurface se$tage disposal system for:
with 4 bcdroous and 3 bsths.
due b utilization of a Gat0age
toannually.
minlmum
spedlied dbmaWcrysbm
, Erwimnmenhl Hegllh SpechlFt
DRAINFlELD
o
a
a
o
a
SEPARATION DISTANCES:
of Enkftom
olbnkfrom
of tankfiom
Dlgtanoe
Dletance
Dlstance@
fom
fiom
from
llom
liom
-5
Permit lsrued by
Dlsbnce otfleld
DlaEnceof field well-
otfield
of fisld
of fieldftom
not 4 feet ln
to
unoover€d, and
fnal lawut includino
a finat lnspec-tion caf!
Rehnne:Rtros&bt &lldtvtdtN ilrd Subsurfeo Seuaga Dlryosal qrferils
2195 tronwood court . coeur d'Alene, ldaho 83814 . (208) z6s-39s3
Page I of 1
@
In the space pmvided below, please y' or I any ofthe appropriate boxes. Include descriptions where possible (i.e.
Surface Wat€r - Twin Lalces). Please provide a dimensional plotplan including: all marked iterns below; location and
size ofproposed or existing drainfields and associated replacement area(s); home site; location of and distances fitom
all existing water supply system fcatue$ proposod or existing storm urater management stnrctureq property lines,
right-of-ways; neighboring stnrctre of concern; location &si?E of all buildings and stnrctures on the
E[
tr
tr
E storm s/ater Managcment
-
{tr
Elxagmoagwctts
u fttBenks
E nopertyt ioe
Eoilre"
4gpements and
f1ffipr*v.
E Surface Warer
@T
PLOI PLAIII
my signatrue above, I certi$ that all answen and statemens on this applieation arc true and complae to the
best of my knowledge. I rurdersand that should evaluation disclose untrttthftl or misleading an$ilGrs, my
application may be rejected or my permit canceled. I aocept the responsibility to noti$ Panhandle Healttr
Dishiot of any changss to the above information if performed prior to completion ofthe permined $ystem.
I'q'
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Parcel No
1774-001-021-O
rrivTEREU tIi ; ] 2litllanhandle Health District I -f(r-Site Sewa eS stem A lication 0 3-
A site evaluation is not an approval or a permit to install a septic system. Permit approval depends on the following: Site evaluation approval,' rredioed marimum daily sewage flow; house sizc and location; well / spring locarion; surface waler locations; changes to native soil (road
, grading, benching); disunce to neighboring strucrures (u'ells, buildings, drainfields); proposed land use; soil quality; othcr issues of
concern.
Permits to construct a septic system are nol granred until all such issues are addressed and / or submined in writing as psrt of the plot plan /
permit application AND found to bc consistenl with current regulations.
ANY CHANCES TO THE S]TE OR CONDITIONS OF THE APPLICATION AFTER
ISSUA}ICE OF THE PERMIT MAY RENDER THE PERMIT INVALID.
D Site Evaluation
Ovvner's Name
Mailing Address
City
Legal Description
Subdivision
lactiqt /Dirccrioo3 /
Ptryucd Addrqs
Evaluation & Permit
6e-AH/ tnA hA)Date
fl Permit
L-/0-o3
Phone #4 c. 70 -5{i6
State k\ Zip SStst
Parcel# O -l ZZ/ -oo/ _o\/ _ o
R otttocv*t
T.trl RoYr./ S. 03
D r *moaD B*tot 21 Block / Sizc f *.Qei- (Acres
/ -nlicant Name
a
= *?vt€
E,t,{
4
Mailing Address
City
Phone #
State zip
Applicant is: E Landowner fl Contractor E Installer D
Type of Septic Installation [New
Proposed Use FJndividual
ElReplacement
E Community
(3 lo 9 du.llings)(2J00 gtl / dsy or l0 or oort duallintr)
E Large Soil Absorption
Is there an existing dwelling on this parcel? D Yes "8.I,{o Description
Type of Dwelling
Ningle Family Residence fl Commercial
E Muhiple Family Res. E Other
(Por Slryh & Mrldph Frl&y Reddcrcrr Ody)
# of Bedrooms 3
# of Living Units
# of Baths Llu Sq. Ft.2o@a # of People ?
Garbage Disposal EIYes E No
o?,36;t/'
?- 1P-oS(For Cooooriry, Cooucrcir\ f,.rtc SoI Ab.orpth. f E!ti...rd S,ltrnt Odyl
Average Daily Flow- Peak Daily Flow
-
Highlighted Areas Are Required for the Permit Process to be Initiated; All Information Rquired for Completion
Panhandle Health District I
ON-SITE SEWAGE SYSTEM PERMIT
o 'rtic Permit # SP 03-28-8814 tssue Date 02112/2003
^.,rs perrnit is valid for qne year from issue date for an individual subsurface sewage disposal system for:,&/
Parcel # O-1774-OOlft-0, Township 5 I N, Range 04W, Section 3, Boise Meridian; a 4.84 acre plot
currently belonging to GERRY MAIIN. The system has been sized fo,r a 2000 square foot single family
residence with 3 bedrooms and 2 baths /
The following conditions are placed upon the permit: ..,'
SEPTIC TANK-. Tank Capacity will be at least 1,000 gallons .
DRAINFIELD (& replacement area)-
. Minimum field size will be 300 square feet.
CONDlTIONS-
Maintain all separation distiances listed on the permit and/or listed within
for lndividual and Subsurface Sewage Disposal.
Manufactureds Recommendations must be follovved on all components.
thd Technical Guidance Manual
No parking, driving, structures or livestock over the drainfield or
Water Service lines must be double.eqcaSed within 25 feet.
Drainfield must follow the contour of the native slopes.
..NOTE.
UM
reolacerhent area.
lf this house is located on flat ground and has a split level entry or a basement with plumbing, and ff the
drainfield is to be located in a depression area and/or cannot mpet ALL separation distances, then a pump
back system will be required.
SEPARATION DISTANCES.
Distance of tank ftom dwelling foundataion
Distance of tank from private well - 50 feet
Distance of tank from public well - 100 feet minim
Distance of tank from private water lines - 10 feet
Distance of tank from public water lines - 25 feet UM
Distance of field from property line - 5 feet
Distance of field from dwelling foundation - 20
Distance of field from well - 100 feet minimum
Distance of field from surface water - 300
Distance of field from septic tank - 6 feet m
minimum
inimum
m
Distance of field from water lines - 25 feet
Drainfield must not exceed 4 feet in depth uhless specified alternative system
Permit Issued by , Environmental Health Specialist
Erik Ketner
Final approvalof this permit requires inspection of the system in the ground, uncovered, and submittalof a plot plan
distinguishing system construction specifications and firral layout including location on the plot with respect to other
pennanent structures. To schedule a final inspection call the number listed below.
Relerencc: Rules & Reguhtiotrs Jttr indtvisuul and Stthsudace Sev,oge Disposals]srem.s
2195 lronwood Court. Coeur d'Alene, ldaho 83814. (208)-667-9513
Page I of I
Panhandle Health District I
ON-SITE SEWAGE SYSTEM PERMIT
lnstaller's Copy
-eptic Permit # SP 03-28-8814 lssue Date 02112/2003
ihis permit is valid for one year from issue date for an individual subsurface sewage disposal system for:
)arcel # 0-1774-0010921-0, Tou,nship 5lN, Range 04W, Section 3, Boise Meridian; a4.84 acres plot currently
relonging to GERRY MAHN.
l'he lollowing conditions are placed upon the permit:
SEPTIC TANK-. Tank Capacity will be at least 1,000
)RAINFIELD (& replacement area)-
. Minimum field size will be 300 square feet.
30NDITIONS-
Maintain all separation distances listed on the permit and/or listed within the Technical Guidance Manual
for lndividual and Subsurface Sewage Disposal.
Manufacturer's Recommendations must be followed on allcomponents.
No parking, driving, structures or livestock over the drainfield or replacement area.
Water Service lines must be double encased within 25 feet.
Drainfield must follow the contour of the native slopes.
ii til h;;;;i; i;;J;;;Il"li; il ;;;;;i;i i",;i ;;if o., , basement with prumbins, and ir rhe
drainfield is to be located in a depression area and/or cannot meet ALL separation distances, then a pump
back system will be required.
See EHS field plot plan for location of drainfield and replacement area if attached.
Final approval of this permit requires inspection of the system in the ground, uncovered and submittal of a plot
plan distinguishing system construction specifications and final layout including location on the plot with respect to
other permanent structures. Please call (208)-667-9513 to schedule a final inspection of the system prior to
covering the system.
NOTE: AT THE TII\{E OF FINAL INSPECTION, A GREEN OR RED TAG WILI, BE TIED TO
TIIE SEPTIC TANK. A GREEN TAG INDICATES SYSTEM IS APPROVED AND READY FOR
BACKFILL. A RED TAG INDICATES A PROBI,EM AND PHD MUST BE CONTACTED.
2'195lronwood Gourt . Coeur d'Alene, ldaho 83814 . (208)-667€513
Page I of I
As-Built Plans and Specifications
lVe require as-built plans on all installations so that current and future owners can locate and maintain their sewage
s)6tEms and avoid disnrpting them with Suit.lings, drivewala, etc. as outlined n Rules for Indivi&nl and
Subsurface Senage Disposal Systerns, Section 16.01.03.005,15. An accurate drawing depicting acnrd
truction must be submitte{lo-lanhandle Health District within thirty (30) da1n of an approved final inspectiou.
RECEIVED AS€UILT for SP 0&28{814
Ma! I /003
PANHAI{DLI HEALTH t)ISIffiI 1
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ly my signature above, I certiff that all drawingp and on this as-built are hre and complete to the best of
ny knowledge. I understand that should evaluation
ejected or the permit disapproved.
untnrthful or misleading information, my as-built may be
2lg' lronwood Court. Coeur d'Alene, ldaho 83814. (208)667€513
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In the space provided below, please y' or I any of the approp,riate boxes. lnclude descriptions where possible (i.e.
Surface Water - Twin Lakes). Pleasc provide a dimensional plot plan including: all marked items below; location and
size of proposed or existing drainfields urd associated replacement area(s); home site; location of and distances from
all existing water supply system feanrres; proposed or existing storm water management stnrctures, property lines,
?ments and right-of-ways; neighboring structures of concern; location & size of all buildings and stnrctures on the
property.
EI surr."" water
fl c-"tt /dirches
E wett - public / privac
O W"totin. - public / privatc
E spring E cut g*tt
E r.s.--ts
E So.* Watcr Managernert
E Nagruoring dwellin
E N"igt uo.ing wells
E P.p"tty Line
E otto
PLOT PLAN
w
I anre
54
I&I
E
Date
By my signanue above, I certiff that dl answ€tr and statements on this application are tnre and complete to the
best of my knowledge. I understand that should evaluation disclose untruthful or misleading answers, my
application may be rcjected or my permit canceled. I accept the responsibility to notiff Pan]randle Health
District of any changes to ttre above information if performed prior to completion of the permined system.
Parcel No.
0-1774-001-022-0 nhandle Health DistricGllTERED iUN 2 i 2001
A site evaluation is not an approval or a pcrmit to install a scptic system. Permit approvd dcpcnds on thc following: Site evaluation approval,
" oredicted maximum &ily scwagc flow; housc sizc and location; wctl / spring locarion; surface watcr locations: changcs to native soil (road
, grading banching); distancc to neighboring structures (wclls, buildings. drainfields); proposcd land usc; soil quality; o&cr issucs of
concern.
Pcrmis to oonstnrct a scptic systcm arc not granrcd until all such issucs rc addressed and / or submiued in rvriting as part of dtc plot plan /
pecnit application AND found to bc consistcnt with ctrrcnt rcgulations.
AI\IY CTIANGES TO THE SITE OR CONDITIONS OF THE APPLICATION AFTER
ISSUAITCE OF THE PERMIT MAY RENDER THE PERMIT II\TVALID.
tr Sirc Evaluation
Ov,mer"s Name
Mailing Address
City
o p-L n
A
On-Site S s
F Site Evaluation & Permit
Cnve rt . R,iouo
lication
E Permit
Date 6-e/:9/SETT
Phone # 77A-7/e 4 /s10
State ZO . zip 83t3 {
LegdDescription Ti$, R.q S.3
Subdivision Orqrro, O 8,<p* €S/ATES r-ot tp- srocr I
Parcel #
Size
77 o
4 .314 (Actes
ffiiffi-" A,. gt ro 8o
Aoplicant Name
rvlailing Address
City
Applicant is:ffConractor El Instatter U
L . raf(\
State zip tr
Phone #
Type of Septic tnstallation FNew
Proposed Use {roAria*r Large Soil Absorption
(2J00 grl /&y a l0 a nur &rdlin8r)
flReplaccrnent
tr Comnrunity
(3 to9dudlinSt)
Is there an existing dwelling on this parcel? fl Yes k*o Description
Type of Dwclling
HSiogl" Family Residence E Commercial
E uuttipte Family Res. E Other
$c Sbgh f MrSb frrly Rrddcro {hly)
# of Bedrooms
# of Living Units
#of Baths e'{Sq. Ft.39oo
Garbage Disposal .UVo E No
# of People {
(?ocConrlry. Crlrlcit trr1r S.I At o4dc & E th..nd SFru O.ty)
Average Daily Flow- Peak Daily Flow
OTIDE 2t
I{iSDlighted Atcas Arc Required for the Perrrit Proc€ss to bc Initiatc{ All Inform*ion Rcquircd for Complaion
ol
odKb- Be
Panhandle Health District I
ON.SITE SEWAGE SYSTEM PERMIT
ividual subsurface sewage disposal system for:
Parcel # 0-1774-001-022-0, Township 5lN,w Section 3, Boise Meridian; Lot22, Block I of
DIAMOND BAR ESTATES; a 4.37 acre plot to DAVE H zuCARD. The system has been
sized for a 2900 square foot single family 4 and 3 baths.
The following conditions are placed
sEPrc ,olllh"r"",,
permrt:
will at least 1*"lt is recommen
Septic Permit # SP 01-28-0277
This permit is valid for one year from issue date for
Disposal or tank pumping
DRAINFIELD (& replacement area)-. Drainfield size will be at least 300
SEPARATION DISTANCES:
Distance of tank from dwelling fou
Distance of tank from private well
Distance of tank from public well -
Distance of tank ftom
Distance of tank from
Distance of field from
Distance of field from dwell
Distance of field from well -feet minimum
Distrance of field from
Distance of field from
Distance of field from
water - 300 feet minimum
Permit lssued by
lssue OaE7l3D0A1
)
50% due to utilization of a Garbage,
annually.uency increased
GONDITIONS-
Drainfield must bllow the contour of the native slopes.
Water Service lines must be double encased within 25
Seurer lines / Efiuent Lines must be double encased
square feet
the or
allcomponents.
- 5 feet minimum
het minimum
feet minimum
lines - 10 feet minimum
lines - 25 feet minimum
- 5 feet minimum
- 20 feet minimum
area
tank-6feetminimum
lines - 25 bet minimum
Drainfield must not 4 feet in depth unless specified altemative system
, Environmental Health Specialist
n
Final Approval of this Permit requirbs inspection of the system in the ground, uncovered, and
submittal of a plot plan distinguishing system construction specifications and final layout including
location on the plot with respect to other permanent structures. To Schedule a final lnspection call
the number listed below.
Reference: Rules il Regulations for individual and Subsuiace Sewage Drsposal Systems
2195lronwood Court. Coeur d'Alene, ldaho 83814 . [phone]
Page 1 of 1
Panhandle Health District I
ON-SITE SEWAGE SYSTEM PERMIT
lnstaller's Copy
Septic Permit# SP 01-28-0277 lssue Dab7l3l2001
This permit is valid for one year from issue date for an individual subsurface sewage disposal system for:
Parcel # O-1774-O}l-022-0,Township 5lN, Range 04W, Section 3, Boise Meridian; Lot22, Block I of
DIAMOND BAR ESTATES; a 4.37 acres plot currently belonging to DAVE H RICARD.
The following conditions are placed upon the permit:
SEPTIG 'TlT; capacity witt be at teast 1000 gattons (concrete only)
"'lt is rec6mme-nded that the tank capaci$-be increased 50% due to utilization of a Garbage,
Disposal or tank pumping ftequency increased to annually.
DRATNFT=L%,ffi
3'#:1",i13:,11;"300squarereet
coNDtTloNs-
Drainfield must follow the contour of the native slopes.
Water Service lines must be double encased within 25 feet.
Sewer lines / Effluent Lines must be double encased under roadways.
No parking, driving, struclures or livestock over the drainfield or replacement area
Manufacturer's Recommendations must be followed on allcomponents.
Permit lssued by Ken Babin - 765.4195
See EHS field plot plan for location of drainfield and replacement area if attached.
FinalAppro-val of this Permit requires inspection of the system in the ground, uncovered, and
submittal of a plot plan distinguishing system construction specifications and final layout including
location on the plot with respect to other permanent structures. Please call [phone] to
schedule a final inspection of the system prior to covering the system.
NOTE: AT THE TIME OF FINAL INSPECTION, A GREEN OR RED TAG WILL BE TIED TO
THE SEPTIC TANK. A GREEN TAG INDICATES SYSTEM IS APPROVED AND READY FORBACKFILL. A RED TAG INDICATES A PROBLEM AND PHD MUST BE CONTACTED.
2195 lronwood Court . Coeur d'Alene, ldaho 83814 .
Page 1 of 1
(208) 667-es13
.SITE PLAN-
PI.AI{NING DEPARTTIENT wlLL REOUTRE THE FOIIOW|NG NFORMAT!OT{OT{ THE SITE PIAN BEFORE
ApagPflltlg YOUR APPUCATIOil. (Sc6 E€rtplc Sna H!n). lf you havc questions
Coa$ ask b spcek rrith a Planner. Wlhout e propcr aitc plan, a Planner will bG
erldit onal $40.00 hc. lnb hank you 6r yor coecration.
Egnrdm0 cartBh ngquhdnGnb,
rquird to vidt the sit€Sor sr
l. Shryi,lorthDfuibn2. Scale. you must use.t equaa = an ovln number of hot (c.g. 20 hol 4o bsq 100 bet, 600 frd dPcnding on thc
rtscdyur propcrty)3. Drann on&ltt X 1l'sb papcr4. Eqrndrics d your ofirc parel. hcldirg dfncngbns (you nny nccd a plat rup d your propety)5. LocaUon. dfnmslona. nd pupooc of riefiteot'*af and caoeirrnb. and otlrcr $uct rcs6. Locd0n. dim.niqt. lnd ulc drI cxiding alttl pmpcstl ltrJct ls7. DbEao of cr&lhg ax, prcpod sfirrcttrs f,om Cl progcrty In6. tom rigttE"d-{aF. ta8tmltil8, sd oillc
tiltrt.ncE. locatlon d a[ ufll0ce. bbclcd Grdsfrrg or prcpoecd. hdrrding t pdc tmk and dtefficE, wCtr. potillr, phones,
1e.9. ' Loetonc anrt dincnrlons dall propccr, ad.rdshg rrds, dhrcways, euhhg t!s, Pat6, d.dcr, wall<wa1le,
lrd drGr inpcnbns ru(s)
10. locaton of any enfrcc rrllbr (ltsnc. crrvlrB. &rhsgp wayr). or riy dEthgfiNthg hnd het,lrts such es
3bp.s, urilhh or ediacgil b tr. plcd
11. , Er0nt darce urthh wll bc drtrtql by cuutncffon rdivf,y, dculrg, dbhg, q cetr rrtoyitg
12. On tE br* dyou rib pbl plcale erorride dahllcrl rriudions b thc alb.
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In the space provided below, please y' or I any of the appropriate boxes. Include descriptions where possible (i.c.
Surface Water - Twin Lakes). Please provide a dimensional plot plan including: all marked items below: location and
sizc of proposcd or existing drainfields and associated replacemsrt area(s); home site; location of and distanccs from
all existing water supply system features; proposcd or existing storm water management structures, proPcrty lines,
e, ments urd right-of-ways; neighboring stnrctures of concern; location & sizs of all buildings and stnrchres on the
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By my signaturc above, I certify Orat all answers and statements on this application are true and complete to the
best of my knowledge. I undersund that should evaluation disclose untruthful or misleading answers, my
application may be rejected or my permit canceled. I accept the responsibiliry to notiry Panhandle Health
District of any changes to the above information if performed prior to completion of the permined system.
As-Built Plans and Specifications
We require as-built plans on all installations so that current and future owners can locate and maintain their
sewage systems and avoid disrupting them with buildings, driveways, etc. as outlined n Rules for Indivtdual
and Subsurface Sewage Disposal Systems, Section 15.01.03.005,15. An accurate drawing depicting actual
'onstmction must be submitted to Panhandle Health District within thirty (30) days of an approved final
spection.
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By my signatureabove,_l certi$ thal {l dr-awqrgs an! sgtem.ents on this as-built are true and complete to thebel q{my knowledge. I understand that should=evaluation disclose untruthful or misleading infornoatiotr, ffiyas-built may be rejected or the permit disapproved.
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Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Request Resoonse
Request No.: GSW-W-22-01 IPUC DR 38
38. ln reference to the Company's proposed minimum customer charges discussed on
page 1 of the Application. Please response to the following:
a. Please explain the rationale and/or criteria the Company used to determine the
minimum customer charges for each system proposed in the Application.
b. Please include any workpapers in electronic format with formulas enabled
supporting the Company's proposed minimum customer charges.
Response:
a. There were several considerations in establishing the proposed minimum customer
charge, including revenue requirement recovery, bill impact, and conservation price
signals.
The current minimum charges range from $21 - $4t. The $35 minimum charges
accommodated an increase in the overall revenue requirement while remaining
within the range of current minimum charges among the systems.
The impact of rate consolidation of rates among the systems was considered in
the rate proposal. In order to move towards consolidation, without consolidating
all the systems, the minimum charges were all aligned and the differences in
revenue requirements are proposed to be recovered in the excess (variable)
charge.
The proportion of revenue recovery in fixed (minimum charge) and variable
(excess charge) rates was considered. The revenue at current rates in the test
year is roughly 46% minimum charge and 54o/o excess charge; the proposed
percentages are 35% and 65%, respectively. See Rafe Case Model,tab, Exh.5
(A) (Bill Analysis) row 17.
a
a
a
The impact to customer bills, particularly lower usage customers, was a factor in
the proposal. lncreasing all the rates by equal proportion would have led to an
increase in fixed monthly, minimum charge at higher levels than the current
proposal.
a
a
a
GSW.W.22.O1 IPUC DR 38
NWN Response
Page2ot2
Conservation price signals for excess usage are a factor in rate design.
Collecting a higher proportion of the increase in the excess charge allows for
customers to make decisions that impact bills and, in doing so, lower demand for
water usage.
The larger meter charges are based on applying AWWA weighting factors to the
f -inch meter charges. These factors are applied to the f -inch meter charge to
establish the 1 112- inch meter and 2-inch meter charges of $70 and $118 per
month, respectively. See Rate Case Model,tab, Exh. 5 E_(AWWA Meter
Factors)
b. The Rafe Case Modelwas used to develop the Company's proposed minimum
customer charges. The supporting workpapers are attached in GSW-W-22-01 DR
38 IPUC Attachment 1.
,^(t2 rw roturql'Y
Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Request Resoonse
Request No.: GSW-W-22-01 IPUC DR 39
39. ln reference to the Company's proposed minimum customer volumes discussed on
page 2 of the Application. Please response to the following:
a. Please explain the rationale and/or criteria the Company used to determine the
minimum customer volumes for each system proposed in the Application.
b. Please include any workpapers in electronic format with formulas enabled
supporting the Company's proposed minimum customer volumes.
Resoonse:
a. There were several considerations in establishing the proposed minimum customer
volumes, including the cunent volumes, conservation price signals, aligning the
minimum charges across the different systems and ditferentiating between different
meter sizes.
The current volumes included in the minimum charge range from 5,500 to
20,000 gallons. The proposed volumes range from 7,500 to 10,000 gallons
for the 1-inch meters. The weighted average of the cunent minimum charge
volumes was roughly 10,000 gallons. See Rafe Case Model, tab, Exh.5
(C)_(unit cosf & billim).
a
a
a
Reducing the top end of the range of usage supports conservation of water
by charging customers over 10,000 gallons for excess usage.
The proposed range of 7,500 to 10,000 gallons provides an incremental
approach to consolidating the minimum charge volumes that moves in the
direction of consolidating the charges while mitigating bill impacts for
customers.
The minimum volumes for the 1 112- and 2-inch meters are based on
applying AWWA weighting factors to the f -inch meter volume. These factors
are applied to the f -inch meter volume of 10,000 gallons to establish the 1
112-inch meter and 2-inch meter volume of 20,000 gallons and 32,000
gallons, respectively. See Rafe Case Model, tab, Exh. 5 E_(AWWA Meter
Factors)
a
GSW-W-22-01 IPUC DR 39
NWN Response
Pqe2ot2b. The Rate Case Modelwas used to develop the Company's proposed minimum
customervolumes. The supporting workpapers are altached in GS:W-W-2241 DR
38 IPUC Afrachment 1.
,.,{f) rw ilotursl'
Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Request Response
Request No.: GSW-W-22-01 IPUC DR 40
40. ln reference to the Company's proposed commodi$ charges discussed on pages
2-3 ol the Application. Please response to the following:
a. Please explain the rationale and/or criteria the Company used to determine the
commodity charges for each system proposed in the Application.
b. Please include any workpapers in electronic format with formulas enabled
supporting the Company's proposed commodity charges.
Response:
a. The rationale for the Company to determine the proposed commodity charge for
each system was based primarily on revenue requirement recovery and
consolidation of systems for rate making.
The revenue requirement was established for each system. The systems
were combined to partially consolidate the eight systems' rates into four
different rates. The minimum charge was aligned for all the systems (see
response to GSW-W-22-01|PUC DR 38) and, therefore, the excess charge
was used to recover the revenue requirement for each proposed ratemaking
area.
The proposed consolidation of the eight rate making areas into four rate
making areas established four different revenue requirements. These
different revenue requirement groupings were used to develop the excess
charge. See Rafe Case Model,tab, Exh. 5 (A) BillAnalysis.
o
b. The Rate Case Modelwas used to develop the Company's proposed commodity
charges. The supporting workpapers are attached in GSW-W-22-O1 DR 38 IPUC
Attachment 1.
o llW lloturol'
Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Reouest Resoonse
Reouest No.: GSW-W-22-01 IPUC DR 41
41. ln reference to the Company's proposed consolidation of systems discussed on
page 6 of the Application. Please response to the following:
a. Please explain the rationale and/or criteria the Company used to determine the
consolidation of systems proposed in the Application.
b. Please include any workpapers in electronic format with formulas enabled
supporting the Company's proposed consolidation of systems.
Resoonse:
a. The proposed rates in the application include rate consolidation of the existing
systems.
The proposed consolidation combines the Spirit Lake East system with the
Lynnwood Estates Subdivision. These systems were acquired by Gem State
in 2019 by Order No. 34372 and both were owned and operated by the same
person since 2015. Both systems were combined in CPCN No. 293.
The Bar Circle'S'and Diamond Bar systems were also acquired by Gem
State Water in 2019 by Order No. 34416. These two systems are proposed
as a combined, consolidated tariff.
The Bitterroot, Rickel and Happy Valley systems were all combined into a
single proposed rate in the application. These systems were acquired by
Gem State Water in 2020 by Order No. 34616. The Rickel and Bitterroot
systems were combined into a single company in 2017. Order No. 34027
maintained existing rates unti! the next general rate case.
The most recent acquisition for Troy Hoffman was approved in Order No.
35108. The Troy Hoffman system is separate but is consolidated at the $35
per month minimum charge along with the other systems.
a
a
a
The consolidation provides some of the benefits of economies of scale and reduced
time tracking tools and materials for each system. The consolidation can also
reduce administrative burden of accounting allocations of Gem State Company
GSW.W-22.01 IPUC DR 41-*tff:ry:'T
costs to each system. This reduces redundant purchases and inventory and can
help contain overall costs.
By consolidation of the different ratemaking areas into a single rate the tariff
structure is simplified, and it is easier to communicate the tariffs to customers. This
presents an initial challenge of communicating different percentage rate increases
to different customers but eliminates the differences by combining into a single rate.
The larger, combined customer base also benefits by reducing rate volatility for the
different systems as the capital costs are spread among a larger customer base.
These investments are needed throughout the systems and by spreading the costs
over a larger customer base, the impact can be "smoothed" out over time. This is
similar to the investments in a large gas pipeline system (ex. pressure uprates in an
isolated area of the distribution system)), that might not directly benefit all
customers throughout the system, but over time these investments are needed in all
parts of the system(s) and all customers will ultimately benefit. The proposal of
consolidation helps to mitigate the impact of this type of investment.
b. The Rafe Case Model, tab EXHIBIT 4_ (Revenue Requiremenf) presents the
revenue requirement for each system in column (O) to (V). The proposed partial
consolidation can be found in rows (l) through (M) and the overall Gem State Water
revenue requirement can be found in column (E).
The Nef Operating lncome Realized (row numbered 4) can be found in GSW-W-22-
01-IPUC DR 41 Attachmenf 7. The revenues and expenses are directly assigned
where possible or allocated by customer counts.
The Rafe Base (row numbered 1) calculations can be found fsle GSW-W-22-01-
IPUC DR 41 Attachment 2.The assets are directly assigned where possible or
allocated by customer counts for projects booked to Gem State Water.
Irt Iotulo!'
Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Request Response
Request No.: GSW-W-22-01 IPUC DR 42
42. Please provide the revenue requirement and resulting rates based on the
Company's proposal in the Application broken out by the eight individual water systems.
Resoonse:
The individual system revenue requirements, deficiency and percentage shortfall are
shown below. Results can also be found in Rafe Case Model,tab EXHIBIT 4 Revenue
Requirement).
The Company has not developed rates broken out by the eight individualwater
systems.
o
Total Diamond
Bar
Spirit
Lake
East
Lynnwood
Estates
Bar
Circle
"S'
Happy
Valley
Water
Bittenoo
t Water
Co.
Troy
Hoffrnan
Revenue at
Existing
Rates
$574,600 $56,129 $187,456 $12,534 $180,083 $12,023 $84,863 $41,511
Revenue
Requirement
$976,412 $88,649 $334,949 $32,726 $223,413 $22,712 $1 78,1 99 $95,764
Deficiency $401,812 $32,519 $147,493 $20,192 $43,330 $10,688 $93,336 $54,253
Percentage 69.9%57.9o/o 78.7o/o 161.1o/o 24.1%88.9%110.0%130.7%
.4.{} xw l{oturof
Rates & Regulatory Affairs
GSW-W-22-01
Gem State Water Company, LLC Application for an Order Authorizing an lncrease in its
Rates and Charges for Water Service
Data Request Resoonse
Reouest No;: GSW-W-22-O1 IPUC DR 43
43. !n reference to the Company establishing separate charges for 1/, inch meters, 2
inch meters, and irrigation meters discussed on page 6 of the Application. Please
response to the following:
a. Please explain how the size of the meter (1Yz inch,2 inch, and irrigation meters)
was determined when first installed.
b. Please explain the rationale and/or criteria that will be used to determine the
future installation of 1% inch, 2 inch, and irrigation meters for new customer installations
on the Company's system.
c. Please explain if existing customers will have the option to change meter
size/type if the current customer's meter is not required for their cunent usage
requirements. Please include any cost associated with a meter change if a meter
change is possible.
d. Please explain any differences between meters used for irrigation customers
and meters used for non-irrigation customers. ln the explanation, please include any
differences between the cost to install and required maintenance.
e. Please provide the current and proposed rates for the inigation customers for all
water systems.
f. Please provide monthly consumption data for irrigation customers in gallons- by
customer and meter size - for all months in which data is available from 2016 to
present.
Resoonse:
a. There are no records on how larger 1 112 -inch and 2 -inch meters were installed
were determined.
b. In the future, larger meter installation is based on customer request if the project
requires a large meter (e.9., fire protection or higher demand for commercial
customers). However, the standard meter size is 1 - inch meters.
c. Customers will be able to change out the meters if it is not required for their current
usage. Gem State Water is in the process of meter replacement for allthe systems
(besides Troy Hoffman) and so customers could downsize during that time at no
charge to them.
GSW.W.22.O1 IPUC DR 43
NWN Response
Page2ol2
d. The meters are differentiated by size, but the actual meter cost is the same for
irrigation and non-irrigation meters.
e. The rates for current and proposed rates for irrigation meters in Diamond Bar (i.e.,
the only Gem State Water system with irrigation meters) as shown below:
Not separately charged
for second irigation
meter
$35.00
Not separately charged
for second inigation
meter
$70.00
$1.16 $2.26
f. See Attachment GSW-W-22-O1-IPUC DR 43.f for billing data for irrigation
customers tor 2020-2022. The data prior to acquisition are not available.