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TECHNICAL, FINANCIAL AND MANAGERIAL REPORT
FOR THE
SGHWEITZER VILLAGE WATER SYSTEM
James A. Sewell & Associates
1205 Highway 2, Suite 101
Sandpoint, ldaho 83864
August 16, 2006
Prepared by:
Date:
Joel Wahlin - Schweitzer Village Technical, Financial & Managerial Report
8-16-06
Page I ofl2
vo
TABLE OF CONTENTS
Cover Sheet... ...............1
Table of Contents......... ..........2
lntroduction...... ............3
Element 1....... ........3
Element 11...... ........5
Element 111...... .............6
Element 1V...... .............7
Element V... ... . ... .. . ... ... ..7
Element Vl.. . .. . ... ... .7
Element V11...... ..............8
Element 1X...... ..............9
Element X... ... . ... .. . ... ... .1 0
Element X1..... .......12
Appendices...... .....13
A - Site Plan
B - Deeds, Easements, Plat
C - Water Right Application, Permit, Well Drillers Report
D - Water Usage Demand Calculations
E - Minimum Backflow Prevention
F -Water System Flow Schematic
G - USGS Topographical Map
Joel Wahlin - Schweitzer Village Tecbnical, Financial & Managerial Report
8-16-06
Page2 ofl2
t,
o
lntroduction
The purpose of this technical, financial and managerial plan is to outline the procedures
and requirements to be followed to adequately operate The Schweitzer Village Water
System as well as to layout the financial, technical, and managerial capacity of the
system. The Schweitzer Village development is to consist of t107 lots, approximately
15 miles northwest of Sandpoint, ldaho. The development site is located within T58N,
R2W, S29 B.M. as shown on the USGS topographic map in Appendix G. Construction
of the development is expected to commence in the summer of 2006. A flow schematic
of the water system is presented in Appendix F. As shown on the flow schematic and on
the site plan in Appendix A, the proposed water system is to consist of two groundwater
wells (designated Well#1 and Well#2 respectively) to pump into a 200,000 gallon water
storage tank with the wells pumping on an alternating basis. The storage tank is sized to
provide a 1,500 GPM fire flow to the fire hydrants within the development for two hours.
Well#1 has been constructed with 6 inch casing. Well #2is a proposed wellto consist
of an 8 inch casing. Both well pumps are to meet the Maximum Day Demand (MDD) of
57 GPM.
The distribution system is to consist of a 8" A\ AruA C900 PVC water inain to distribute
potable water to the individual services. The pressure within the main is to be controlled
by a main line pressure reducing valve. The pressure reducing valve will keep the
system pressure in the range of min 40 psito maximum 100 psi.
ELEMENT I . SYSTEM OWNERSHIP AND MANAGEMENT
Water Svstem Ownership
At the time of recording of the final plat, which includes the Articles of lncorporation,
Acme Water Works will own the water system. Until such time that the Association is
formed, the water system will be represented by the developer. The contact information
for the developer is shown below.
JoelWahlin
142 Nancy Road
Sandpoint, lD 83864
[phone]
Plats
A copy of the subdivision plat for the development are included in Appendix B.
Water Svstem Operator
The developer will be responsible for the water system until final recording of the plat.
Upon final recording of the plat, Acrire Water Works will be responsible for appointing a
water system operator to take on the responsibility for the operation and maintenance of
the system. At the time that the tenth service connection is connected to the system, an
ldaho Department of Environmental Quality (DEO) certified operator will be required to
oversee the operation and maintenance of the water system. Acme Water Works may
choose to select a volunteer from the community to obtain the proper certification and to
take over the management of the system. Until this occurs, an independent licensed
operator from the local area will be contracted to operate and manage the water system.
Joel Wahlin - Schweitzer Village Technical, Financial & Managerial Report
8-16-06
Page 3 of 12
Bvlaws. Covenants. etc.
The Articles of lncorporation are to include the Final Plat, the Bylaws, and the
Conditions, Covenants, and Restrictions (CC&Rs) for the community. These Articles are
in the process of being prepared and will be included within the final version of this
report. The Articles of lncorporation will specify that the Acme WaterWorks is the legal
owner of the water system and as such, is legally responsible for the operation of the
system. ln addition, the CC&Rs are to specify that the Acme WaterWorks is fully
responsible for the proper operation and maintenance of the system as well as for
compliance of the system with all DEQ and Panhandle Health District Requirements.
These requirements include the employment of a DEQ certified operator to maintain and
operate the system after the tenth service is connected.
Consolidation
The development is located near the Schweitzer Mountain Ski area. There are currently
two water system, Mel Bailey's Water System and the Schweitzer Mt Water System that
serve the ski area. Due to topographical conditions and water storage issues, it was
determined that the most feasible way to provide safe drinking water for lot owners
would be through the creation of a separate water system.
Orqanizational Function
The Articles of lncorporation are to specify that the water system operator is to report to
Acme Water Works during their annual meetings to discuss the operation and
maintenance activities of the system during the last year, pending repairs and
replacement items, and other aspects of the system that need to be addressed by the
Association. lnterim meetings between the operator and the Acme Water Works Board
are to be held as needed. Acme WaterWorks will work with the operator to maintain an
organized system of legal, financial, and regulatory records for the water system.
ChanEe of Ownership
As discussed, legal ownership of the water system is to be transferred from the
developer to Acme Water Works at the time of final plat record. Acme Water Works will
be formed at the time the Articles of lncorporation are recorded. The water system is
being developed frorn out-of-pocket monies by the developer and no water system
revenues currently exist. Water system revenues will not exist untilAcme WaterWorks
has taken over the water system and subdivision lots are sold. Therefore, no impact to
system revenues will occur during the transfer of the system to Acme Water Works.
Acme Water Works will be responsible for collecting water use fees from residents of the
subdivision. A preliminary fee schedule is presented in Element 11. The water rights to
the water system will be transfered with the transfer of legal ownership to Acme Water
Works.
Emplovee Policies and Procedures
This system is not large enough to feasibly employ more than one parttime system
operator. The implementation of a formal employee plan is not feasible for this system.
Joel Wahlin - Schweitzer Village Technical, Financial & Managerial Report
8-16-06
Page 4 of 12
Attornev and Enqineer
The design engineering firm for The Schweitzer Village Water System is:
James A. Sewell and Associates
1205 Highway 2, Ste 101
Sandpoint, lD 83864
[phone]
Contact: Eric J. Eldenburg, P.E. & Jessie J. King, E.l.T.
An attorney has not been retained to represent this water system.
Fiscal Controls
It is recommended that the Acme Water Works Bylaws stipulate that all revenues for the
water system be incorporated into a separate water system account and that allfunds
within this account are not to be used for an unrelated purpose. Acme Water Works will
be responsible for filing all required tax returns, performing any required audits on the
system, obtaining any liability insurance, and for the management and control of all fiscal
matters regarding the water system.
ELEMENT II . SERVICE AREA AND FACILITES
The site plan within Appendix A acts as a preliminary operational plan for the system
and shows the location of all proposed water connections and major water system
components. The boundary of the water system service area is the legal boundary of
the subdivision itself.
Joel Wahlin- Schweitzer Village Technis4l, Financial & Managerial Report
8-16-06
Page 5 of 12
-I
ELEMENT III . COMPONENT INVENTORY AND CAPITAL REPLAGEMENT
PLANNING
A component inventory containing the major system components, their expected
replacement cost, and the expected service life of the component is presented in Table 1
below.
Item Quantity Unit Unit Price Extended
Amount
Extended
Amount
wllOo/o
Reserve
Expected
Life (yrs)
Expected
Year of
Replacement
Annual
Cost
Monthly
Cost
lndividual
Cost per
Month
6" Well 220 LF $60.00 s13.200.00 $13.213.20 30 2037 s674.13 $56.18 $0.53
7.5 HPWell
Pump 2 EA $5,000.00 s10.000.00 $10,010.00 10 2017 $1.173.48 $97.79 $0.91
7,5HP
Booster
Pumo 2 EA $5.000.00 $10.000.00 $10.010.00 10 2017 s1.173.48 $97.79 $0.91
WellPump
Control
Panel 1 EA $2.000.00 $2,000.00 $2,002.00 20 2014 $134.57 $1 1.21 $0.10
2" Turbine
Meter 2 EA s1.000.00 $2.000.00 $2.002.00 20 2032 $134.57 s11.21 $0.10
4" C900 PVC
Transmission
Pipe and
Repairs 1,570 LF $12.00 $'t8.840.00 s18.8s8.84 50 2037 $732.96 $61.08 s0.57
8',C900 PVC
Distribution
Pipe and
Repairs 7.645 LF $20.00 $152.900.00 $153,052.90 50 2037 $5.948.48 $495.71 $4.63
Service
Meters 'l07 EA $100.00 $10.700.00 $'t0.710.70 20 2037 $719.93 $59.99 $0.56
Total $8.33
Assumptions
1) Year of System Start-Up =2007
2) 3.Oo/o Average Annual lnflation Assumed
3) lndividual Cost Based on 107 Total Users
Table l. Component lnventory and Capital Replacement Plan
The unit replacement costs in Table 1 include a 10o/o reserve and assume that all 107
lots are contributing to the system revenues. An average annual inflation rate of 3.0%
was assumed for the calculations. The total individual cost was used in the
determination of the fee schedule shown in Element 1 1.
Joel Wahlin- Schweitzer Village Technical, Financial & Managerial Report
8-16-06
Page 6 of 12
ELEMENT IV - SYSTEM WATER USAGE
The forecasted residential water system demands used for the preliminary design of the
water system were derived using a water system analysis performed for Schweitzer Mt
in the year 2002, based on data collected during the years 1995-2002 and with a method
promulgated by the Washington State Department of Health (DOH) as outlined in the
DOH publication 'Water System Design Manual". Using the 2002 water analysis, it is
anticipated that the ADD for the system will be about 159 gallon per day (GPD) per
equivalent residential unit (ERU). The MDD is anticipated to be about 318 GPD/ERU
and the PHD approximately 149 GPM. These values are to be checked with actual
source and service meter records to be taken during the operation of the system. The
full system demand calculations are presented in Appendix D with the results of a steady
state analysis performed on the system using WaterCAD v5.0 software. The results of
the steady state analysis indicate that the system will be able to provide the required
ADD, PHD, and fire flow for the system with the 8 inch PVC distribution main shown on
the site plan.
ELEMENT V. DOCUMENTATION OF WATER RIGHT AND INITIAL QUALITY
MONITORING
An application for water right for the system has been submitted to the ldaho
Department of Water Resources. A municipal groundwater diversion rate of 0.89 CFS
(399.4 GPM) has been applied for. A copy of the water right application is included in
Appendix C. The wells are to be disinfected and tested for the following constituents
after installation:
1. Phase 2and 5 SOCs, VOGs, and lOCs2. Corrosivity3. RadiochemicalContaminants
-gross alpha
-radium 228
-radium 2264. Nitrate5. Coliform Bacteria6. Lead and Manganese
ln addition, the distribution system is to be disinfected and tested for coliform bacteria
after completion of construction.
ELEMENT VI . MONITORING AND COMPLIANCE PLANS
A baseline monitoring program, according to the schedule in Table 2, will be
implemented to ensure conformance of the water system with current water quality
regulations. The follow up monitoring program shown below in Table 3 will be followed
when contaminants are detected during baseline monitoring. Both monitoring programs
are subject to revisions at the request of the DEQ.
Joel Wahlin - Schweitzer Village Technical, Financial & Managerial Report
8-16-06
PageT of12
Sample Within Pumphouse. One
at Each Hydrant.
One Sample Everv Three Years
Sample Every Three Years
Sample Every Three Years
Sample Within Pumphouse
Table 2. Baseline Monitoring
One Sample Within Pumphouse.
Every Three Months Above 5
Sample Every Three Months One Sample Within Pumphouse
Sample Every Three Months Sample Within Pumphouse
Sample Within Pumphouse
Table 3. Follow Up Monitoring
Samples are to be sent to a DEQ certified laboratory for testing with a copy sent to the
water system operator.
ELEMENT VII - OPERATION AND MAINTENANCE
The purpose of the operation and maintenance plan is to identify preventative
maintenance responsibilities and to keep the system within compliance of current
drinking water regulations. A water system operator must be in place to oversee the
operation and maintenance of the water system. ldaho State regulations require that the
owners of a public water system have at least one DEQ certified operatorwho is in
charge of the operation and maintenance activities of the system when the system
serves ten or more residential connections. The operator is also responsible for the
implementation and operation of the system's cross-connection control program. A
routine maintenance schedule to be followed by the system operator is presented in
Table 4 below.
Joel Wahlin - Schweitzer Village Technical, Financial & Managerial Report
8-r6-06
Page 8 of 12
a
Maintenance
Table 5 presents a list of supplies which should be kept at the site for use as needed.
ELEMENT IIX - CROSS.CONNECTION GONTROL
A cross-connection program is to be implemented and followed by the water system
operator in order to prevent the intrusion of contaminants into the water system due to a
physical connection between the water system and a source containing non-potable
liquids, solids, or gasses. Common non-potable sources include inigation systems,
swimming pools and auxiliary water supplies. ln order to protect the public water system
from contamination through backflow events, an air gap or an approved backflow
prevention device is required at the connection between the waterline and the source of
potential contamination. The cross-connection control program consists of the following
steps:1. Check the pumphouse piping and walk the water distribution system
every 6 months to check for any cross-connections. All cross-
connections must have a bacKlow prevention device, whose
manufacturer is apprbved by the DEQ, installed between the potable and
non-potable water system components. Any cross-connection without an
approved bacKlow prevention device must have their service
discontinued. The minimum type of bacHlow prevention device for
various types of facilities is presented in Appendix E.
2. lnstall an approved DEQ backflow prevention device at any anticipated
cross-connection. All proposed cross-connections must have the
approval of the system operator before installation.
Joel Wahlin - Schweitzer Village Te'chnical, Financial & Managerial Report
8-r5-06
Page9 of 12
Function Frequency
Read and Record Source Flow Meter Value Daily
Verify Waterline Pressure is Within Designated Pressure Range at
Pumphouse (40-100 PSI)
/t/eekly
Read and Record Pump Run Time Meters A/eekly
Check Pumphouse Piping and Walk Distribution System - Check for
Cross-Connections and Other I rreg u larities
very 6 Months
Flush System at Extremities very 6 Months
Exercise all System Valves Annually
Disinfect Distribution System Annually
Perform Water Quality Monitoring Per Water Quality Monitoring
Program and DEQ Requirements
and Couplers Sized for the
eous PVC Piping Sized for the
for Gate Valves with 2" Operator Nut
Keep a record of the location and 'As-Built" construction of all cross-
connections on the system.
Ensure that all installed backflow prevention devices are tested annually
by a DEQ certified tester.
It is recommended to include the cross-connection program requirements within the
Acme Water Works Bylaws to provide legal recourse to Acme WaterWorks against
customers who refuse to comply with the rules of the cross-connection control program.
ELEMENT IX - EMERGENCY REPSONSE PLAN
An emergency response program is to be followed to alert system users and to provide
for an orderly response to a system emergency.
As part of the emergency response plan, all system customers are to be notified of the
emergency by phone, or by door-to-door contact if necessary, as soon as is feasible.
When someone identifies an emergency situation other than the system operator, the
system operator should be immediately notified.
Among the most common situations that could require the implementation of the
emergency response plan is the loss of water service or a contamination of the water
system. ln either case the plan of action is to be as follows:
1. Eliminate all use of water from the public drinking water system
Contact a chemical toilet vendor to supply an appropriate number of
chemical toilets for use by the subdivision residents
Obtain bottled potable water for drinking purposes
Repair the water system as needed
Completely disinfect the water system with 50 ppm chlorine solution and
let set lor 24 hours
Test the water at system extremities to ensure compliance with coliform
bacteria standards
7. Once properly restored, begin using the water system again
System Emergency Reference ListFire/Police/Medical... .......911
Panhandle Health District.. .......208-265-63M
System Design Engineer... ........208-263-4160
-James A. Sewelland Assoctafes
DEQ Engineer... .......208-769-1404
Electric Utility.. 1-800-227-9187
-Avista Utilities
System Developer. ...208-265-4167
-JoelWahlin
Emergency Actions
Joel Wahlin - Schweitzer Village Technical, Financial & Managerial Report
8-16-06
Page 10 of 12
3.
4.
2.
3.
4.
E
6.
The following is a list of actions to be implemented during common emergency
scenarios:
Well Pump Failure - Proceed with the emergency response plan. Remove the failed
pump and install a standby pump or order a new pump to be installed upon arrival.
Break ln Distribution Line - Proceed with the emergency response plan. Remove that
section of distribution line from service. Expose the system failure and determine the
required repair and fittings. Obtain the required parts, repair the failed component, and
disinfect the system. Return that section to service.
Hectrtcd Problems - lf the source of the problem is not obvious, contact an electrician
to determine the extent of the problem. Proceed with the emergency response plan as
necessary depending on the expected length of the outage.
Coliform Violations - Proceed with the emergency response plan. Contact the DEQ
and disinfect the water system as described previously. Bring the water system back
online once satisfactory tests are obtained.
ELEMENT X . SOURCE PROTEGTION PROGRAM
The water system operator shall oversee the implementation of the source protection
plan which consists of the following items:
Ensure that the community well sites remains graded to prevent the
ponding of waterwithin 50 feet of the wells.
Ensure that no hazardous toxins or other inappropriate chemicals are
stored within 200 feet of the wells.
Ensure the proper implementation of the system's Cross-Connection
Control Program.
It is recommended that these items be written into the Association Bylaws to allow
greater enforcement leverage against members who are in violation of the source
protection program.
Joel Wahlin - Schweitzer Village Tecbnical, Financial & Managerial Report
8-16-06
Page ll of12
1.
2.
3.
ELEMENT 11 .SYSTEM BUDGET
A five year operating budget representing expected revenues and expenses for the
water system is presented in Table 6 below.
Item Year
..---1-\2 3 4 5
Operating
Revenues
(Water Use
Fees)
$1?,oo090
/t,@
$12,000.00 $12,000.00 $12,000.00 $12,000.00
Operating
Expense
(Salaries,
Power,
Equipment,
Monitoring,
lnsurance,
Testinq)
$4,000.00 $4,100.00 $5,300.00 $4,300.00 $4,400.00
Taxes $200.00 $200.00 $200.00 $200.00 $200.00
Debt Pavment $0.00 $0.00 $0.00 $0.00 $0.00
Miscellaneous
(Training,
Travel)
$500.00 $500.00 $500.00 $500.00 $500.00
Cash Operating
Reserve (1/8
Line 2)
$s00.00 $512.50 $662.50 $537.50 $550.00
Emergency and
Capital
Replacement
Reserve
$2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00
Reoair $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00
Budoet Surolus $2,800.00 $2,687.50 $1,337.50 $2,462.50 $2,350.00
Capital
lmprovement
Costs
$0.00 $0.00 $0.00 $0.00 $0.00
Financino $0.00^$0.0&$0.00 $0.00 $0.00
Required
Monthly Usage
Fee (50 users)w YY s20.00 s20.00 $20.00
Sum Expenses $7,200.00 $7,312.50 $8,662.50 $7,537.50 $7,650.00
Table 6. Proposed Five Year Operating Budget
Joel Wahlin - Schweitzer Village Technical, Financial & Managerial Report
8-r6-06
Page 12 of 12
o
Appendix A
Site Plan
H
t
Ap pendix B
Plat
Appendix C
Water Right Application, Permit, Well Drillers Report
:oRM 202
12t99
o
, ldent No.
STATE OF IDAHO
DEPARTMENT OF WATER RESOURCES
APPLICATION FOR PERMIT
To approprlate the publlc waters of the State of ldaho
1. Name of Applicant Joel & Leslie l^IahLin Phore 208-265-4167
Mailing address 513 Euclid Avenue Sandpoint, ID 83864
2, Source of water supply which ls a fibutary of I[/A
3. Location of point of diversion is Township 58N Range -2-l{--- sec. 29-, ln tre -NltI.- %,
W a,-%,covt.
additional points of diverslon if any:
4. Water will be used for the following purposes:
Amount .89rr for Municipal purposesfom Jan Lto Dec 3l(bothdatesinduslve)
Lot B.M., County;
(cfs or'acte.feet per annum)Arnount-_f6r
(c6 oracre.feet per annum)Amount for
purposes from to (both dates incluslve)
purposes fonr to (both dates lncluslve)
purposesfmr to (both dates lnclusive)
purposes from to (both dates lnclusive)
(cis or acre-feet per annum)
Arnount _ for purposes forn to. (both dates lnclusive)
(cts oracre-feet per annum)Amotrnt- for
(c{s or acr+feet per annum)Amount- for
. (c&oracre-feetperannum)
5. Totalquantity to be appropriated ls (a) ..89 . . ' and/or (b). clbicf€€tp€rsecond acrefeet perannum
6. Proposed diverting works:
a. Describe type and size of devices used to divertwaterfirom h6 ssurce 611,2$ltater Line
b. Helght of storag€ dam N/A feet active reservolr capacity acrefeet total
r€servoir capacity acre-feet
c. Proposed well diarneter is --,6f- inches; proposed depth of well Is 1 50 feet
d. ls ground water with a tempenafur6 of glreater than 85'F belng sought? No
e. lfwell lsalreadydrilled,wtren? N/A ; Drillingfirm
Well wes dritled for (well owner),; Drilllng Permit No.
7. Tlme required for completon of Works and application of water to proposed beneflclal ,"" 1" 1 yea rs (mlnimum 1 yaall
8. Descrlption of proposed tsas (ff lntEation onty, go to item g):
a. Hydropower; show total feet of head and proposed capaclty in kW.N/A
b. Stoc-kwaterlng; list number and klnd of livestock.N./l'
c. Munlcipal;shownameof municlpality. Snhqaitzer Village Subdivisien - VIahIin
d. Domestlc; show number of households. N/A
e. Other; desoibetully.
o
). Description of place of use:
a. lf water is for lnigation, indicate acrsage ln each subdivislon in the tabulation below.
b. lf water is used for"other purposes, place a symbol of lhe use (exempte: D for Domestic) ln the conesponding place of us€
below. See instrrtions for standard synbols.
TWP RGE sEc NE NW SW SE TOTALSl{E ffi .lw AE ]{E gw IE f,E M lw 3E f,E M tw 3E
58N 2W ,a M M !,iM
fobl number of acres to be Inigeted
10. Describe any other water rights used for he same purposes as described above.N/A
11.a. Whoownsihe properly atthepolntof diversion? .Joe1 & T,esl ie llahlin
lr i-r U.Whoownstfielandtobelnigatedorplacaofuse? -Joe1 & Leslie Wahlin
c. lf the property ls owned by a person other than the applicant'describe the arargement enabllng the applicant to make
this filing:
r2.Remarks: The Iot that lhe proposed well site is to be logated on will
be own .
13. MAP OF PROPOSED PROJECT REQUIRED - Attach an 8/ix11" map clearly identifflng ttre proposed polnt of diversion,
place of use, secUon #, tovnship & range. (A phobcopyof a USGS 75 minuta topographlcquadrangle mp b pofened.)
BE lT KNOWN that the underslgned hereby makes this appllcation for permit to appropriate he public watersof
the State of ldaho as hereln set forth.
JReceived by Date Time Praliminarycheck by
=ee $Recelpted by #,ublica0on prepared by Date Published inrubllcation approved
-
Form 23s-r (LDr) -
O l, fl,:[:r.,ff[T:,Il3/25/%
lniectionPermhNo. i W
wet^. oRtr-un: pLEASE coMPLETE FoR vERBAL
IDWR Employee lssuing Verbal:
Verbal lssued Oate:Irme:
State of ldaho
Oepartment of Water Resources
APPLICATION FOR DRILLING PERMIT
(FOR THE CONSTRUCTTON OF A WELtj
Acme l,Iater Works C/O Joel & Leslie Wahlih1.
2.
Applicant (pleaso Prlnt):
MailingAddress: 513 Euclid Ave.
City & Stats SandPoiot ' ID ,Zip Code 83864 Telephone
[x] Well O,vner I I Well Operator [ ] Conttactor or Other, specify
3. Probosed Well Locrtion: Twp, 58ll , Rge. 2I'I , Sec. 29 , NI.I 1/4 NE t/+
-1/q
I
Gov't Lot No.
-
CountY Bonner
Street Address of Well Site Schweitzer Village City
Givo at lcast nam6 o, road + Oistanca to Road or Landma(k
Lot, block and subdivision Lot I Bock 4
4. Proposed Use ol Well:
I I DOMESTIC: The use o{ water for homes, organization camps, public campgrounds, livestock (1 ,000 head or less) ano
for any other purpose in connection therewith, including irrigation of up to 1 /2 a$e of land, if the total use is not in excess
of t3,000 gpd: or any other uses, if the total use does not exceed a diversion rate of 0.04 cfs and a diversion volume of
2500 gpd.
Domestic does not include water for inultiple ownership subdivisions, mobile home parks, commercial or business
establishments. unless the use does not exceed a diversion rate of 0.04 cfs and a dMersion volume of 2500 gpd.
BECE, YED
slEP CI J 2002
,DWR/Norrh
NON-OOMESTIC: I I lnigation [{ Municipalllslock . .[]rest(Over t,000 Head)
[ ] lndustrialI I Other
[ ] TNJECION
I I MONITORING: A well bore schematic and map is reguired for each blanket permit
No. ot proposed wells:
Well Construclion lnlormation:
A. [xl New well t I Modfy
B. Proposed Casing Ohmeter 8"Proposed Maximum Depth
(Describe)
5.
[ ] Replace
200
C. Anticipated bottom hole temperature:
fu I 85'F or less I I 85'F to 212'F
Construction Start oate: rS)
Anticipated Well Driller: H2o *e11
NOTE: The actual well
Applicant'3 Signature
Iitle Adninistrative AssE
!
I
| | 212' F. or more
(Geothermal Well)
6.
7.Driller's Lic. No. 448
,4 s^
STATE OF IPAHO
DEPARTMENT OF
ENVIRONMENTAL OUALITY
21 10 lronrcod ?atkway . Coeur d'Alsne, ldaho 8381 4-2548 . l2O8\ 769-1422
December 5,2001
Mr. JoelWahlin :
513 Euclid Ave I
Sandpoint, lD 83864 :
RE: Proposed Well for Schweitzer Village
Dear Mr. Wahlin:
Plans and specifications submitted by CarieAnn M. Wolf, P.E. on October 26,2001 for
construction of a proposed 6-inch well to service Schweitzer Village, a new public water
system, have been reviewed. They were found to be in accordance with the ldaho Rules
for Public Drinkinq Water Svstems and Recommended Standards foi Water Works, and
are approved for construction purposes in accordance with Section 39-1 18 of ldaho Code.
The design engineer has indicated the well size may be iircreased to 8-inch. This
proposed modification would be determined by actual con(itions encountered during
drilting. DEQ would accept this change provided appropriate oasing thickness (O322lor
8-inch) and all requirements are followed. This change may be shown on the as-builts.
lnspection of construction activities approved herein must be iJone by an ldaho licensed
Professional Engineer (P.E.). lf major modifications to this accepted design are necessary,
approval by this office must be secured prior to implementation of the changes.
Section 39-1 18 of ldaho Code requires that as-built plans as certified by the inspecting
engineer be submitted to this office for review and approval within thirty (30) days of
completion of construction. lf construction is not completed wilhin one year of the date of
this letter, this construction approval expires and you must request in writing for re.approval
of the plans and specifications by DEQ.
Sincerely,4-
Alan Miller, EIT
c: CanieAnn Wolf, P.E., Sewell & Assoc, 33036 Hwy 200 Ste. C, Sandpoint, 83864
Tom King, IDWR, 1910 NW Blvd, CDA 83814
Mike Nelson, PHD
Oirk Kemptho,m, Governo(
C. Stephen Allred, Oirector
DEC 0 6 2001
a iO
tment of Water Resources Receipt
Receipt ID N015253
Page 1 of1
Idaho Depar
"ffi;[j @ Date Received l@a@r.?.flq. -gfl!4 : Region ffi s racus [S
Paymentrype N.cff:lkeq-Check
F'ee Detail
Amount Description FundFDPCA SO
SI25.OO DRILLING PERMITS 0229 2L 651341205
http ://wenet/apps/appsRecptS creenslEnterReceipt.asp 9/3t2002
CornmentlUpgrade fee for Tag No. D22671 - Acme water Works
Fqm23&7
7198
Starships Consulting and
Managanent Sewices
1. WELL TAG NO.
Drillinq Permit No:
Other IDWR No.
2. OWNER
Name ACME WATER WORKS / WAHLIN
Address 513 EUCLID AVE.
City SANDPOINT State_lL Zip__838O4_
3. LOCATION OF WELL by lega! description
sketch map location must agree with written location
Well Number:
Tup. 58N U Nortfr or E g6r1i
nge. 2W---T ea$ or M wert
,Sec. 29 l/4 NW 1/4 NE {/4
Govt Lot_County BONNER
Lat::Long:::
Address of WeII Site SCHWEITZER VILLA
City SANDPOINT
- lOvc at oa* irems of rosd + Dllialr b Roed or Landmrll()
Li.' /_- Blk. 4 SuU. NameS-ct.^le,J:&'-2!lo
4. USE:n oomestic U Municipal E Monitor n lnigation
D Tnermat D lnjection ! other
5. TYPE OF WORK check allthat aPPIY
E Nev,rwelt D Modiry n Abandonment
6. DRILL METHOD
E Rir Rotary E caole [] Muo Rotary E othet
(Replacement, etc.)
E other
Was drive shoe used? M Y
Was drive shoe seal tested?
8. CASING'LINER:
Diamder Frqn To Gaue lrabdel
6 +2 93 .280 STEEL
4 -80 220 .160 PVC
Length of Headpipe Length of Tailpipe
9. PERFORAT]ONS'SCREENS
Method SKILL SAW
10. STATIC WATER LEVEL OR ARTESIAN PRESSURE:
15 'ft. belorground Artesian pressurq_lb.
Depth florencountered 22o ft. Descdbe agcessport or
controldevices:
I tl Shoe Depth(s) 93'
nv EP Hou/?-
Ceing Liner Weldad lhoadsdunQtrugtr tr
Firm Narne
Firm
and
rDAHo oEpnnrruaENT oF wATER RESouRc-Es @
wf+bPfrlEbER's REPoRT
p0022671 sEP232002
rth
WaterQualiVtestorcomments: CLEAR
Depth first Water encountered 24
12. LITHOLOGIC LoG:(Descdbe rcpairs or abandonment)
Water
B@
il-Fru Io Ranln: Iittologr,XLlr Qurlry, Tclpctfrrc Y N
t2 Soil dBouftlers
t2 1,DmmmsodGmnib n n
t2 2 2'Sanddanr 5 mWetcr ot t-"1
t)a 5 Srlt,9 Dcm Denmmsl Crrnitr n n
n q
6 9 Mdl Srlt&P.-Gt]ilrit
6 l9i M*l l&rl Gar
5 l9 20 Fncfirrad chenite w/ Wata UI TI
5 20 22t Med. I{erd Gmnite
lompleted Depth 22O (Measuraole)')ate'staried 9l1UO2 Comoleted 9l13l0z
13. DRILLER'S CERTIFICATION
lM/e certify that all minimum uell construction s{andards
were copplied $.dth removed.
uee Onlyby-se-114 114 1t4::Long::i
'#"*?-fu.
I{. WELLTESTS:
N
x
s
5K rt.J LL<) >1
or Operator
the
6nd Op.Etor)7-'7-oa
Appendix D
Water Usage Demand Calculations
WELL PRODUCTION FI"OW CALCTJLATIONS
V/ahlin : Schweitzer Village
James A Sewell & Associates - JJK
8-4-06
The purpose of these calculations is to detemrine the desired flow from the proposed well
based on the demands of the system. The design flow for the proposed well is equal to the
maximum daily demand (LvDD) for a system. The MDD is derived from the average
daily demand (ADD).
ADD.
James A Sewell & Associates conducted a water usage analysis for Schweitzer Mountain
in the year 2002, based on data collected dwing the years t995-2002, by the Resoit
Water Company. To determine the average daily demand, the peak year total water usage
value, for the year 1998, was used. For calculation purposes ADD wilI be in units of
gallons per day (GPD) per equivalent residential unit (ER[I)
Peak Year Total Water Usage: 20,858,088 gal
ADD: Peak Year Total lDays Per Year lTotal # of ERUs : 159 GPDIERU(20,858,088) (365)(360)
MDD-
The maximum daily demand has been calculated two ways. 1) One way was to calculate
it as t'srice the ADD as defined by the Washington State's Deparffient of Health, Water
System Design Manual. 2) The other way determines the ma:<imum daily demand as the
actual maximun da'ly rcilized from the marimum monthly flow found in the 2002water
analysis. Quantitatively it is desired to determine the design flow from the well in gallons
per minute. This can be accomplished by multiplyrng the MDD by the total number of
ERUs proposed to be served (260) and a simple unit conversion (minutes per day).
1) MDD :2 * ADD : 318 GPD/ERU
(1s9 GPD/ERU)
Total Maximum Daily Demand in Gallons per Minute (GPM):318 GPDIERU * 260 ERU * I day I 1440 min
, :57 GPM
2) I\,DD = 2,489,739 (gaUmonth) / 31 (days/month) / Total # of ERUs = 223 GPD / ERU
(360)
Total Maximum Daily Demand in GPM
: ?3'"?'#/ERU
* 260 ERU * | daY t 1440 min
CONCLUSION-
The desired production flow rate for the new well is the greater of the two; 57 GPM.
Au6o220063:3lPMJUELL&flssc'?osUs2zs...---p'5
Rcrort WalsrCo. lnc.
Schwsltaer Mounlaln
ilatcr ProCuctlon I umrnsry
fr/toilh t996 1986 ,lgg7 I 098 l99e 2000
. January 1.210.7N 7.il7,571 1.TT1.178 2.397.838 2,2gt.TO1 2.345.602
Febuary 505,3E4 1r+',!1 ,g4A 1.585,973 2.70e.946 1.701.s36 3.81t,E33
March 1.05E.007 t.844.187 2,130.610 1,794,193 r.E0$.904
ADrll s{,7.089 745,188.897.96(,L170.626 rr8-t05 r.s32.9E4
May 501.778 920,907msEF r,191,149 1.#1.767 697.500
Jun6 6so.t05 r.384.060 t.188.532 s70,568 730,288
July 935.118 2,741.43,O i1547,5S8 1,599.390 1;13E.930 1.103.388
AunqS .1.312.060 1,927,50:i 1.793.038 2,015.328 1,327.305 1,382.970
SeDlember 1.210.723 1.018.296 1.221.s95 2,313.4S.{1,187.+1+068.C52
Ociober 57E.1Es E0€,129 880.965 846,349 72,t.31i0 1,O1E.28,2
NovEmber 610.55s 975.111 I .1 S1 .366 g9g,8g7 7$.n2 1.39€.917
Dgcsmbor 1.9?,2.457 ' 1.695.771 2.5t9,7E1 2.2IJ1.W 2209.565 1.9E5,231
fotals:11.100.016 16.293.7E5 r6.816.4S0 20.E5E.0E8 16.406.8s6 1E.259.279
UTH 2"001 2,042 2.00t 2.O01 2,006 2,006
January 2.035.015 1,656,878
Febuary 1.83r!.061 7.12E.11t
f,,emn 1.844.998 1,,
Apdl t.1t[.339 856,
Mry 1.tO'5.749 477,171
June E03J45S '10,795
July 'aoz 2,0p,5,741
Auouet 804 2.48e.799
September 812.131 1.455,727
Octobor 576,m 719,tu
Novcmber 6t2.315 .1.1U.446
Decamber 1.531.05s
I'olals:13.97G.UO 14.,166,938
Appendix E
Minimum Backflow Prevention
IDAHO ADM IN ISTRATIVE CODE
Department of Environmental Quality
IDAPA 58.01.08 - ldaho Rules for
Public Drinking Water Systems
Privies 100 feet
Livestock 50 feet
Canals, streams, ditches, lakes, ponds and s0 feettanks used to store nonpotable substances
(12-10-e2)
02.Table 2 -- Selection Chart for Minimum Backllow Prevention Services.
. : -. ..,.FACILITIES, FIXTURES; EQUIP-MENL
OR USE OF WATER ..
. :: .':,...qouBLE. .
i9HECKVALYE
-'ASIiEMBLY
' ,ne-r,.'il b.,.NRESSURE. :
aACxFLow:t,- iREvEilTE-i
Animal Watering X x x X
Aspirators, harmful substance x x X x
Autopsy Equipment x X x
Autoclaves x
Boiler Feeds without harmful chemicals x
Boiler Feeds with harmful chemicals X X
Bed Pan Washers X X
Cuspidors, Open Outlet X X
Cuspidors, Valved Outlet X
Dairies and Farms - high risk x X
Dairies and Farms - low risk x x X
Dishwashers X X X
Domestic Water Booster Pump on service lines x x
Garbage Can Washers X X
Heat Exchangers with transfer fluids x x
High Rise Buildings, 3 stories or more, bldgs. on hill X x
lrrigation Systems, such as cemeteries, golf courses,
playgrounds, parks, estates, ranches, schools, and
residential uses with chemicals added
X x
lrrigation Systems, such as cemeteries, golf courses,
playgrounds, parks, estates, ranches, schools, and
residential uses without chemicals added
x x X
Laundries with under rim or bottom-fill inlets,
dry cleaning, and dye works X x x x
Mobile Home and RV Parks with nonapproved
waste valves X X x
Page 55 IAC 2OO5
I DAHO AD M I N I ST RATIVE CO D E
Department of Enviro n mental Qu ality
IDAPA 58.01.08 - ldaho Rules for
Public Drinking Water Systems
sELEcTroN criART FoR MrNiMtiMraAEitFroW pREVEiirioru 6evicES'.,.,'. , ,: .jr
Mobile Home and RV Parks with below ground level
service line termination x
Fixing Tees with steam and water used with harmful
substances X
Fixing Tees with steam and water used without harmful
substances x
Private Water Sources which are unmonitored x
Radiator-Vats X X
Slaughter Houses X
Car Washes using soaps and waxes X X
Chemical Plants X X
Dockside Watering Facilities, Marinas x X x x
Film Laboratories X X
Food Processing Plants x x x
Fertilizer Plants X x
Hospitals handling harmful substances X
Lab Sink using toxics (unharmtul)X X X x
Meat Packing Plants x
Medical Bldgs, clinics, laboratories, etc.X
Nonpotable Water X X
Oil Refinery and Petroleum Storage Facilities x
Sanitariums X X x
Sewage Piping or Plants x x
Tank Truck Fill Station x x
Mortuaries X
Hoses that could be in contact with animal waste x x
Shampoo Sprays X x
Sterilizers x
Steam Cookers using low health risk substance X
Steam Cookers using high health risk
substance x
Swim Pools, Hot Tubs, private or semiprivate X X X X
Swim Pools direct connection X x x X
Page 56 IAC 2006
IDAHO AD MIN ISTRATIVE COD E
Depa rtment of Envi ro n mental Q u a I i ty IDAPA 58.01.08 - ldaho Rules for
Public Drinking Water Systems
.*i;l.:r
'': ,;:t ;:ia.:r:r .rii-r:
j i 11 .,'t'i;."::,.:r'j.l;:AN'OSPHERIC
.rYpEv{Crlui4
.: BREAI(ERr,1'rl'j:'j :j':r:.'n-r.:'_l
:i.a -.1.. : .:
'1. ;-'i.,:: ,..':.'AIRGAP'i
;,':,6,i;,1:: 1.
Urinals X x
Water Cooling or Heating Coils x x
Water Closets x X
X - indicates suitable protection to be required by the public water system. For facilities with multiple options, the
public water system will determine the lowest degree of protection that is acceptable. (4-6-05)
901.--999. (RESERVED).
Ptge 51 TAC 2006
o
Appendix F
Water System Flow Schematic
_/
Scenario: Base
ttyd 1 1/
r+ydl- -n*, r.Aryot,/ Q"J-,, la,' J.'t .//_J
Flyd 1
A
{E,
cy
z(
I
I
j
I
I
i
Jo
d.
.. Svfank
i''l
Project Engineer: Jessie King
WaterCAD v5.0 [5.OO37]
99.17 PSt l-lyd 16a
o)
"o hIr, P2
BI o<=+<firerr-zt7: l\*P-fdi je-sz
rl:N .t J,6o l'9
'iA;l,l:. P-2O
j
!
oio-[4,
:
P-18 p-22 .
rell 1i.#l ,.r.a
P1
Title: Schweitzer Village
z:\...Vessie's schw doc\shc1 /eitzer village.wcd
08/09/06 08:03:15 AM @ Haestad Methods, lnc.
Color Coding Lagend
Node: Pressura (psi)
a <= 35.00a , <= 55.00
a <= 75.00a <= 95.00a <='l05.oo
o <= 135.00o <E 155.00
Sevvell & Asaoclatog
37 Brookside Road Waterbury, CT 06708 USA
._l 6
+.24
"42
[phone] Page 1 of 1
oo
Appendix G
USGS Topographical Map
1 16' 37' 0.00" W 1 16' 36',0.00" W
116" 37'0.00" w 1 16" 36', 0.00" w
coty;Eht ic) i ssz,-r'/iptectr,Gt - -
1 16' 38' 0.00" w