20161227Facility Plan.pdf

I
Schweitzer Basin Water LLC
PO Box 772 Sagle ID 8~864
208-263-7117 208-610-1768
December22,2016 I
To: Idaho Public Utilities b ommission
Jean Jewell, Commission 1Secretary
PO Box 83720
Boise ID 83720
Subject: IPUC Case No. ~CH-W-15-01, Order 33543
Dear Jean, I
RECEIV ED
20luOEC27 9:36
In the subject Order the Schweitzer Basin Water LLC (SBWLLC) was ordered to have a
Facility Plan prepared by a qualified , licensed professional engi11eer and submitted to
the IPUC within six month
1
s of June 23, 2016. This letter and attachment satisfies that
o~er. !
I I
Mr. Lou Meigs, professio~al engineer with Welch Engineering, Inc. in Sandpoint ID
prepared the attached Facility Plan for the Schweitzer Basin Water LLC. Welch
Engineering; Inc. has provided engineering services to many water utilities and has
provided engineering serv}ces to SBWLLC since the 1970's.
This facility plan is also b~ing sent to the IDEQ.
i
If you have any questions'. please call Mr. Meigs, 208-263-3548, or myself at 208-610-
1768. \
Mel Bailey, 0 n~ ~u.1,&1
Schweitzer B sin Water L~C
i Attachment: SBWLLC Facility Plan
Schweitzer Basin Water~
Limited Liability Comp~ny
•.
September 19, 2016
Prepared in association with:
WELCH ENGINEERfNG, INC.
Sandpoint, f daho
Lou Meigs, PE
SBWLLC Facility Plan
Table of Contents
1.0 Introduction and Executive Summary
1.1 Introduction
1.2 History and Community Served
1.3 Existing Water Supply and Treatment System
1 .4 Existing orstrrbUtroh System
1.5 Basic Planning and Water Demand Forecasting
1.6 Water Supply and Treatment requirements
1 . 7 Water Distribution System Evaluation
1.8 Water Supply and Capital Improvement Program
2.0 Existing Water Supply and Treatment Systems
2.1 Water Rights
2.2 Water Sources
2.2.1 Well 1
2.2.2 Well 2
2.2.3 Well 3
2.2.4 Well 4
2.3 Treatment Facilities
2.4 Summary of Water Production data
3.0 Existing Water Distribution Systems
3.1 Pressure Zones
3.1.1 Upper Mogul Hill (UMH) Zone
3.1.2 Mogul Hill (MH) Zone
3.1.3 Ullr (Ullr) Zone
3.1.4 Parallel Run (PR) Zone
3.1 .5 Northwest Passage (NWP) Zone
3.1.6 Telemark (TM) Zone
3.1.7 Lower Telemark (LTM) Zone
3.2 Existing Storage Facilities
3.2.1 Reservoir 1
3.2.2 Reservoir 2
3.2.3 Reservoir 3
3.2.4 Reservoir 4
3.2.5 Reservoir 5
3.3 Existing Water Distribution System and Tie Ins
3.3.1 SBWLLC Main Lines
3.3.2 Emergency Operation tie Ins
3.3.2 .1 Tie In with Schweitzer Resort
3.3.2 .2 Tie In with The Spires
3.4 Distribution System Controls
3.5 Distribution Pipe Assessment
3.6 Future Expansjon
3.6.1 Connecting NWP Pressure Zone to TM Pressure Zone
3.6.2 Connecting Ullr Pressure Zone to TM Pressure Zone
4.0 Basic Planning Data and Demand Forecasting
4.1 Historical Water Uses
4.2 Demand
4.2.1 Definition of Terms
4.2 .2 Current Water Usage Demands
4.2.3 Current ERU 's
4.2.4 Demand Per ERU
4.2.5 "Unaccounted For" Water
4.3 Demand Projections
4.3.1 Planning Area
4.3.2 Estimated Future Demand Per ERU
4.3.3 ERU Projections
4.4 Year 2020 and Build-Out Demand Projections
4.5 Reliability
4.6 Water Storage Projections
5.0 Water Quality
6.0 Water Supply and Treatment Recommendations
7.0 Water Distribution System Evaluation
7 .1 Water Pressures and Flows
7.2 Fire Protection Considerations
7.3 Looping Distribution Mains
7.3.1 Connecting the NWP Pressure zone to the Tm Pressure
zone
7.3.2 Connecting the UJlr Pressure zone to the TM Pressure Zone
8.0 Capital Improvements Program
8.1 Reservoirs Capital Improvements
8.2 Water Source Protection Capital Improvements
8.3 Water Source Redundancy Capital Improvements
8.4 Monitoring and Notification Capital Improvements
8.5 Security Capital Improvements
8.6 Distribution System Capital lmprovements
8. 7 Funding Sources for Capital Improvements
Schweitzer Basin Water LLC Facility Plan
List of tables
2-1 SBW Water Rights
2.2-1 SBW Wells
3.0-1 Type of Valve Designator
3.0-2 Street Name Designators
3.1-1 Pressure Reducing Valves
3.2-1 Existing Storage Facilities
4.2.2-1 SBW MMD 2004-2005, 399 ERU 's
4.2.2-2 SBW MMD 2005-2006, 412 ERU's
4.2.2-3 SBW MMD 2006-2007, 439 ERU's
4.2.2-4 SBW MMD 2007-2008, 439 ERU's
4.2.2-5 SBW MMD 2008-2009, 439 ERU's
4.2.2-6 SBW MMD 2009-2010 , 439 ERU's
4.2.2-7 SBW MMD 2010-201 1, 439 ERU's
4.2.2-8 SBW MMD 2011-2012, 439 ERU 's
4.2.2-9 SBW MMD 2012-2013, 439 ERU's
4.2.2-10 SBW MMD 2013-2014, 439 ERU's
4.2.2-11 SBW MMD 2014-2015, 439 ERU's
4.2.2-12 SBW MMD 2015-2016, 442 ERU's
4.2.2-1 3 SBW ADD \/\/inter 2004 -2015
4.2.2-14 Maximum Daily Demand, MOD, 2008-2015
4.3.3-1 Development Rate in Area Served by SBW
4.3.3-2 Number of Projected Total Hookups
5.1 SBW Ground Water Analyses
Schweitzer Basin Water LLC
Faci:lit'f Plan
Attachments
September 2016
1. Idaho Water Rlght ·96-7032
2. Idc!hO water Right 96-8541
3. Idaho ·water Rig·ht 96-08567
4. <lda'roo WaterR;ight 96-09219
5. Well Wl Well Drillers Report
6. Well 1 Pump Flow Test on 11-10-06 Report, Well 2 Pump Flow Test on 06-
13-05, and Well 3 Pump Flow Test on 10-15-05
7. Well W2 Well drillers Report
H. Wei~ W3 Wei-I-DrUlers Report
9. Well W4 Well Dri llers report
Schweitzer Basin Water LLC Facility Plan
References and Figures
September 2016
References
1. Schweitzer Basin Water LLC (PWS 1090124) Source water Assessment
report by IDEQ December 4, 2000 for Well 1, Well 2 and Well 3 (now well
4) and Sand Filter
2. ·san~tary-Survey of.PWS #1-090124, Schwat:zer&gn Water LLC, IDEQ to
Bailey, Sept 3, 2015
3. Washington State Department of Health (DOH) Water System Design
manual, December 2009
4. Schweitzer Basin Water Company, Well #3 Installation submittal, by
Welch Engineering Inc, September 30,, 2005
Figures
L Map of 5BWLLC lrrstribution Mains
"\...__.,
··..__.,
---
I
T-U
fltJ~,
·~,:roe, ~ . o...­i\ ..
$'01&
~rn/ .i? \. v , · -f """-~ · , , ·,.
!f' e:r·;_,. , ..... "
1 "'.
---·---~ --··--·-........ -···------.....-..... ._ .. -
'20 21
(BAL-CY) 'f 1 / 4 CORNER
-4
Schweitzer Basin Water LLC facility Plan
Pressure Zone List with facjljty Plan
Sections shown
3.l.l Upper Mogul Hill (UMH) Road Zone,
(Marked on map in aright YfJtmv)
3.1.2 Mogul HIii (MH) Zone
(Matl<ed on map. in Pink}
3.1.3 Ullr (Ullr) Zone
(Matked on map in Green)
3.1.4 Parallel Run (PR) Zone
(Marked Ol'I map in Bright Ornnge)
3.1.S NW Passage {NWP) Z.on~
(Marked,on map in Red)
3.1.i5 ielemark {TM) .Zone
(Marked on m.ap.in .L.ight Blue)
3.1.7 Lower Telemar-1< (LTM) ZQne
'{Marl«!d ,on,map cl$ Oark Orange)
Water Mains To Be Developed -
(Marked on map as Yellow in dash~)
JL 11('
1"-3001
Map of Schweitzer Basin Water LLC
Distribution Mains and Fire Hydrant Locations
Septemf:>er 20t6
Schweitzer Basin Water Limited Liability Company Facility Plan, Rev 0
I September 2016 I
Section 1.0 Introduction: History and Executive Summary
1.1 Introduction ,
This Facility Plan for Sch~eitzer Basin Water Limited Liability Company (SBWLLC)
Sandpoint, Idaho, (PWS j1090124) describes the existing water system, examines
existing and future Schweitzer Basin Water (SBW) system needs, and presents
recommendations for meeting water supply, treatment, and distribution system
needs for the next 34 years.
I
The SBW is a privately ~rmed, community water system serving a residential area at
the Schweitzer Ski reso~~ Currently there are approximately, 37 full time residents
with a winter population of approximately 80. During the winter holiday season the
population can increase to 500 to 900 for two to three days. In fall 2016 there are
,1,1') hr.nv,,ne ~.-.rl 1fl'2 r,,,...,,..,e,+i""'"' T he Trl">hn '"'""""'..+""'"'""'I-,../: C: .... ,,:~,..--~-1--1 f"'\,.-1:~. , ,.._ , 1vv,""'t-'..., ..,., ,u .J..V.J '-VI 111 ._~1v11.;,, 1 11 .1ua1 IV vc;fJOI LI 11c;1 rl VI LI IVII VI II I IC:f ILCI \..lUCIILY 1
Coeur d'Alene office, and Idaho Public Utilities Commission regulate the SBW.
I I The following topics are ~ontained in the report:
I
I
Section 2.0 Existing Water Supplies and Treatment System
Section 3.0 Existing Wat~r Distribution System
Section 4.0 Basic Planning Data and Water Demand Forecasting
Section 5.0 Water Quality and Regulations
Section 6.0 Water Supply, Treatment and Distribution Recommendations
Section 7.0 Water Distritjution System Evaluation
Section 8.0 Capital Improvement Program Summarizes Recommendations
' Prior to the 1960's, the ~ack River Lumber Company owned 7,000 acres that they
had logged about 6 miles NNW of Sandpoint. Otherwise, the area was undeveloped.
There were no buildings hor farming, nor other activities in the area. The terrain
consists of mountainside and valleys; rising from 3,900 feet to 6,400 feet. There are
scree fields and meadows above timberline. Higher areas are timbered with Sub
Alpine Pine with firs, tamaracks and evergreens at the lower elevations. Adjacent
land is owned by the City;! of Sandpoint (for its water shed), Federal Forest and Idaho
State land.
I
Dr. Jack Fowler and Jim Brown (who owned the Pack River Lumber Company),
1
developed the Schweitzer Ski Area in 1963. Dr Fowler developed Township 58
North, Range 2 West, Boise Meridian, Section 20, Southeast 114 plus Township 58
North, Range 2 West, Boise Meridian, Section 29, Schweitzeri Village, Block 1 Lots 1
through 7 and Block 2 Lots 1 through 11 in Bonner County t~ be future lodging sites
for skiers to stay on weekends. The lots in Section 29 front qmto Snow Plow road,
start in Section 20, go into Section 29 and return to Section 20.
The first building, the Red Cricket Condo, was built in 1964 by Dr. Fowler. Other
buildings and homes were built on Schweitzer Mountain road1• On March 24, 1967,
Dr Fowler created the Schweitzer Village plat, on November t 1968 the First
Addition to Schweitzer Basin Village plat and on September ~4, 1970 the Second
Addition to Schweitzer Basin Village plat. He sold lots without utilities or
maintenance roads. Dr. Fowler dammed up an unnamed creek that flows into Little
Sand Creek, collected water and, via gravity, piped water to the new buildings. I n
the late 1960's, as more buildings were built, the water syst~m was designed and
built to meet the needs of the weekend skiers and the potable water system
requirements in effect at that time. The water distribution s~stem was designed to
operate by gravity without booster pumps. This allowed the 1system to provide water
I from reservoirs during power outages. In the 1960's the sy~tem was designed to
+-ho 1"01"11 1i.-o,..,..,ol'"\f-<"' ii'"\ ,.,J-,,ro -,,+-f-h -,,+-f-j,..,..,,n rt"\ <"'I 11'"\l'"\".-f-'"'"f--,,hlo ,_,-,,f-o,-l'"\OOrl<"' f r,,. .-o<"'irll'\l'"\l"'O<"'
'-! !'.. ! '-~11-.!!I '-! ! !'-,! !' .. ..;J !! ! J,J!U'-''-U !.. !..! H .. .H. \..!! ! !'·..:.. '-'-' ~!-!J..!f-"-'t t.. i-"-'\..t.JU!'-'!'!t.J\.'-! ! !~•.:.\J~ I V f ! ,_,;n\.J'-! J\..\;.,~,
In the 1960's there were no design requirements to provide water for fire protection.
I
The water system was named Schweitzer Basin Water Compr,ny (SBWC later
changed to SBWLLC). By 1989, when Dr. Fowler sold SBWC1to Mel Bailey, the
system we!I, sand filter, reservoirs and distribution system were in place. Mel Bailey
and Marsha Bell currently (2016) own SBWLLC. Each have 3,0 plus years experience
in engineering, project, program and operations management; both have degrees in
Mechanical Engineering, and are licensed Drinking Water Tre:atment Operators, Class
1 and Drinking Water Distribution Operators, Class 1. Mel B~iley has a Back Flow
Assembly Tester license. l
In 1993 the Bonner County Commissioners approved Limited, Improvement District
(LID) 93-1 to build and pave the secondary roads at Schvveltier. Pr1or to paving the
roads, all in-road utilities were required to be installed. For SBW, most water mains
were in place. Some main extensions were added to servic, lots and loop dead
ends. Service to each lot was added for the entire system.
The lots were developed to support housing for weekend skl~rs. Condos are built as
second or third homes with most people living in them only on weekends. Use of the
homes is very seasonal. Typically owners use the housing fewer than 20 days per
year. The ski area is not a destination ski resort, but a regional resort witl-, skiers
primarily coming on weekends from Northern Idaho and Easforn Washington,
including Spokane. In the 50 years since ~ots were first so!ct,\ only about 44°/o of the
l
' I lots have been built on. 1 There are 136 lots remaining to be developed. Since the
recession in 2008, only three new homes have been built. There are no new
bui-ldings-currently plan1ed.
There is no homeowners associatJon controlling the density of housing on the lots.
The State of Idaho Bonner Countv Plannina and Zonina (P&Z) reaulations aoolv to I I _, -_, \. -~ -J ----.-.-, -
the lots at Schweitzer. ifhe current P&Z regulations require 12,000 sq It of land for
a home or the first cond~ to be built, and 3,000 additional sq ft for each subsequent
unit to be built on a lot. 1 Some lots are less than 12,000 sq ft. These are grand
fathered to one unit. T~ere is an uncertainty about the number of units to be built
because it is based upon the square footage of a lot and how owners combined
and/or divided lots to chpnge the density.
I
There are single-family homes, duplexes, condominiums and small condo units with
less than 400 square fe~t. Most are used as second and third homes. Initially the
water system was a tra~sient, non-community system, with less than 25 full time,
year round residents. Irl 2009 the water system was reclassified as a non-transient,
non-community water system. Currently there were approximately, 37 full time
residents with a winter ROpulation of approximately 80, During the winter holiday
season the population can increase from 500 to 900 for two the three days if all units
are occupied. Because pf a change in the definition of connections there are
currently a total of 103 tjonnections. In 2015 the system was reclassified as a
community water system and in 2016 was regulated by the Idaho Public Utilities
Commission (PUC), Certificate of Public Convenience and Necessity 521 in
Commission Order No. 33543. It took 52 years to change from a non-transient, non­
community system to a community system.
1.3 Existing Water Suppl~ and Treatment System
There are two water rights totaling 1.18 cubic feet per second ( cfs) from ground
water sources for the four SBW wells. There are two Water Rights totaling 0.47 cfs
from sorinas for the sanci filter. Based uoon the demand oroiectinns. the existino I -I -----1--.,1 -------I -----" ---" J
water rights are adequate to meet build out demand projections for the current area.
I
There are four wells with a total production of 128 gallons per minute (gpm). The
SBW has one water treatment plant (WTP)1 a conventional slow sand filter with a I nominal c~pacity of 23 gpm or 0.032 million gallons per day {mgd). There is a catch
basin in an unnamed tributary that flows into the Little Sand Creek. By gravity,
water fiows into the sio\/1{ sand fiiter, into the chiorinator buiiding and then Into
Reservoir 4.
I
The chlorinator building ~ouses a chlorine chemical pump with tank and flow switch,
a tablet erosion chlorinatior for use during· power outages, a UV system and 1 1h inch
,,
.)
Badger meter.
The sand filter •snot used by SBW as a primary source of wqter. The-sand filter is
kept clean and operating to be available to the system in cas~ of emergency (power
outage or well failure). Currently the sand filter is not physically connected to the
system and is only used for emergency needs. No emergencies have occurred since
it \/\frt~ rlPrlirrttPrl rt~ rtn PmPrgPnry ~nr 1rrP I l~P nf thP ~rtnrl filtPr wnr rlrl rP'111irP prinr
notification to Idaho Department of Environmental Quality. The water production
from the sand filter is included in total system capability for water production.
!
There are five water reservoirs on the SBW system. Three, 11, R2 and R3, are near
the first switchback on Mogul Hill road. There are two 3000-gallon tanks forming
reservoir R4 near the sand filter and a 10,000~gallon horizon~al cyUndrical reservoir
near 1050 Mogul Hill road. The total storage capacity is 245,000 gallons.
The comb•ned water production of 216,720 gallons per day (gpd} nominal capacity
exceeds the current maxrmum day demand (MOD) of approximately 15,839 gpd.
Even with the largest producing well, Well 1, out of service, the water production is
148,320 gpd. With a MDD safety factor of 2.9 (137,700 gpd), there is sufficient
1M::if-or f-f'\ moot-t-ho rfom::inrf ::if-h1 ,ilrf f'\11f-in ")(\~(\ '. ""'-"'-'-' 1.,.v t 11'"-''-'-\.,it\,.,,,, '-"'-' I Ua.41 ''-' , .. u .. VYII'-' VU\. rt I L.V..JV•
1.4 Existing Distribution System I
I
Figure 1 is a map of the water distribution system. Being on ja mountainside, the
elevation range that the system has to accommodate is from 5070 feet to 4230 feet
(840 feet of change), or a change in pressure of 364 pounds:per square inch (psi)
due to gravity. Water flows by gravity from all reservoirs into the distribut1on
system.
I
The distribution system varies in size from 4 inches to 8 inchr,s with a few sections
being 2 and 3 inch. The main lines materials are dipped and 1wrapped steel, PVC, c-
900 and galvanized. There are seven pressure zones controlled by pressure reducing
1.5 Basic Planning Data and Water Demand Forecasting ,
I
I Schweitzer Basin Water has a customer base composed prim~rily of recreational
second and third homes for residential users. There are currently 442 ERU's being
served with a.capability of serving 660 ERU's, As discussed in Section 4, at build-out
the future number of equivalent residential units (ERU's) in the area served by the
SB'vVLLC is projected based on historical growth rates to increase by 180 ERU's.
Even with the highest produci ng well out of service., the SBWi can serve the expected
number of ERU's at build out of 612 ERU's in 2050. \
4
The growth is affected ~Y the economy, availability of several other developments
with more desirable fea~ures and high expense of building on the remaining steep
lots. The current available water supply will meet the projected growth through
2050.
1.6 Water Supply ano Treatment Requirements
Analyses of the water sJpply to SBW show the water quality to be excellent. All
VOC's, IOC's and SOC's ~re non detect. Lead and copper are below action limits.
Tests fore coli have been absent. No water treatment of the well water is required.
i . 7 Water DistributioQ System Evaluation
The lowest customer se~ice line pressure below a reservoir is 22 psi. Six pressure
reducing valves control each zone pressure to a minimum of 22 psi and maximum of I 80 psi. The main tine pressures are from gravity; the pressures have not changed
since the system was built. On new customer applications, the expected water
nri:..:;,i ii"P l.:; rfp.:;n·lhi=-rl tn Jhi::. n.:.iM iiiAmPr ;md th.::.ir ,-,-,nt;-;.;t,,,·
f"'" ---=---· -·-----· ·---~-:""' ·-. ,_ .... -...... ·-· -· ·-.... ·-·· -'-'· '"'' ~-"'-·.
i
The SBW actively monit@rs for leaks and, once suspected, has a program for
investigating and locatinp leaks. Both large and small leaks occur less frequently
since the current owner~ bought the system.
Because the SBW system was not designed for fire flows, the SBW does not own nor
install fire hydrants. Some fire hydrants, which are privately owned, do not meet the
International Fire Code (IFC) flows and the pressure in the SBW main lines drops
below 20 psi during full ~ow conditions from some hydrants. All new customers are
informed of this in the Sf3W Rules and Regulations. There are two locations where
the distribution lfnes codld be rooped when the developers determine their water
needs and locations. When these are looped it will improve fire flows and system
nri=-,.:;i irP ri; irlnn flri=-flnw.;; ..-· ----· ---· •• '::J ••• -··-··-·
It is required that all cusfomers requesting fire hydrants on the SBW system shall
have a professional engineer approved calculation showing the minimum 20 psi
pressure is maintained dµring full firefighting flows and the Schweitzer Fire District
approves the fire hydrant location and fire hydrant flows.
There are no plans to increase the size of the main lines on the SBW system
because:
I
1. The system operates !within the IDEQ requirements and has IDAPA procedures to
assure safe water if the pressure falls below 20 psi,
5
2. The high cost to replace-over 6 miles of distribution main lines,
3. There is no improvement to the fire rating and,
4. Like numerous other water systems and fire districts, the Schweitzer fire chief has
::ilr~::irh, ::irrt:lnb:iri th::it n/"\t ::i!I thl::l n:::r r~m ,ii-~ml::lntc: ,,.,ill hi:i m:dt '-"'11""\.AVf V'rw""""'l""""'-'-"1 '-ll\,,,t'lw I f._,\,, \.,Ill \o,t t ..... .&.I~ l ...... '1\,,,ftl ...... Jll-tl'"-"" V¥111 ,.., ...... llf'-''lwl
As an aid in finding large leaks a monitoring/notification syst~m could be installed to
provide direct and remote readouts. This would reduce perscJmnel requirements and
identify changing system conditions in real time. The owner~ are researching
available systems appropriate for their needs. Winter conditions, obtaining electric
power in distant man holes and mountain terrain has made this task difficult.
There are no water treatment recommendations. The combined production of
216,720 gallons per day (gpd} exceeds-the-current maximumf day demand (MDD} of
33,500 gpd. Even with the largest water source out of servide, the water production
is 149040 gpd; sufficient water is available to meet the MOD.I The water supply
exceeds the MDD by 4.4 times.
L8 Water Supply and Capita! Improvement Program
I Section 8.0 discusses the followings.ix capital Improvements j
· Repair and replacement of building structures as needj=d
• Continued acquisition of property around well heads to protect water sources
• Add another weH will provide additional redundancy wpich will allow the water
system to withstand multiple failures. ·
· Add monitoring and notification equipment to reduce personnel monitoring
requirements and provide quicker system status inforrilation
• Add motion activated cameras to improve security i, I • Loop pressures zones through undeveloped sections of the water system that
are privately owned. This will occur when the land oWiners develop the land
___ .., -I-~-·~-!--... 1 ................. .&.I-. ....••• -.1., ........ ---:-••• :11 .__ '---.t..-...1 CIIIU Ut::Lt:::lltllllt: VVltt:lt: LIit: VVC:Lt:I llldlll VVIII Ut: IUL.C:Lt:U ,
Funding for all of the above capital improvements will be proyided by the SBWLLC
owners.
Section 2.0 Existing Water Supply and Treatment System
This chapter summarizes existJng SBW water rights and describes the existing water
supp+y and treatment facilities.
6
2.1 Water Rights
I
I Table 2-1 summarizes S!W's· existing water rights. Based on the demand projections
in this report, the existing water rights are adequate to meet build-out water
demands projections for the planning area.
Table 2-1 SBW Water Rights
Water Priority I Basis Diversion Source OWNER
Right Date I Rate1 cfs
Number I
96-7032 04-24-69 License 0.27 Springs SBW
96-08541 10-20-88 I License 0.20 Springs SBW
96-08567 08-09-89 / License 0.18 Ground SBW
I Water I
96-09219 I 06-08-04 License I 0.05 Ground SBW
I Water
The State of Idaho Dep~rtment of Water Resources issued Water Right 96-7032 on
April 24, 1969 for 0.27 ~ubic feet per second (cfs) to Grant F Grosbeck and R L
Fowler. This is a total of 101.6 acres feet per year of water to be diverted from
springs off Schweitzer Creek. The beneficial use for residential use is 0.27 cfs, 95.4
acre-feet, from January; 1 to December 31. For comrm:~rLidl u::,e, the iate is .10 cfs,
6.2 acre-feet, from January 1 to December 31. Water Right 96-7032 was transferred
to Mel Bailey in Novem~er 1989, Attachment 1.
I
The State of Idaho Department of Water Resources issued Water Right 96-08541 on
October 20, 1988, Attachment 2, for 0.20 cfs issued to Schweitzer Basin Water
Company. The ma:x:irnurn d,version volume is 144.8 acre-feet per vear of water to be
diverted from spring source. The beneficial use for municipal use is 0.20 cfs, from
January 1, to December 31.
The total water right for diversion from springs is 0.47 cfs.
The State of Idaho Department of Water Resources issued Water Right 96-08S67 on
August 9, 1989, Attachn,ent 3, for 0.18 cfs issued to Schweltzei Basin Water
Company. The maximum diversion volume is 130.3 acre-feet per year of water to be
diverted from groundw~ter source. The beneficial use for domestic use is 0.18 cfs,
130.3 acre-feet, from January 1, to December 31. For commercial use, the rate is
I 0.10 ds, 2.4 acre-feet,ifrom January 1 to December 31. This water right is for wells
7
l; 2 and 4,
The State of Idaho Department of Water Resources issued Wiater Right License 96-
09219 on June 91 2016, Attachment 41 to Schweitzer Basin \'\Vater Company. The
permit allows 0.05 cfs to be diverted from a groundwater so~rce. The beneficial use
of the water is for municipal use from January 1, to December 31. This water right
is for we!! 3.
The total water right for diversion from 96-703-2, 96-8541, 96-8567 and-96-9219
when combined shall not exceed 0.70 cfs and a total annual rl aximum diversion
volume of 376.7 acre feet at the field headgate.
2.2 Water Sources
There are four wells that serve as water sources for SBW. Ta ble 2.2-1 shows the
year the well was drilled, depth, well driller and production. fll weUs -are located
near the top of Schweitzer Mountain, an area with woodlands and basalt rock,
between 4880 and 4720 feet elevation. There is significant showfall in the area
every year. The water from the melting snow follows fissures in the rock where it
rnl!Qrtc f,..,. f,..,-""' c11hc1 wf::iro ch•o::i""'c Tho c:-nilc:-:,,-o ,.,all r!,-::1ir1or! :>nr! !-ho ""'r!nc:-.a -.nno '-"V11'-\..o\,...., IVI I Vt 111 ...,\.AU.J\AI l\,..J\,,..\,,., ...1\..1 \,,\.,II 11...11 I 11\.,., ..;}VII..J UI \,.,o VV\...,11 UI Ull 1'-U UI IU \..f I\... YUUV..:>\.... L.VI I\...
ls composed of grave! and fractured rock. Some water resurfaces to form surface
streams that flow all year. I
!
There are no farms or industrial activities until below the 300~ feet elevation.
Operation of a ski resort and associated activities about three quarters (3/4) of a
mile to the North constitutes the commercial activity. The wells are located outside
the 100-year flood plain. To prevent contamination of the wells, all wells are placed
more than 100 feet from all septic tanks or more than so feet from ali sewer lines,
str€ams -and the near-est property line. A Source Water Asse$sment Report was
prepared and issued by Idaho DEQ December 4, 2000 for Well 1, Well 2, Well 4 and I the sand filter, Reference 1. Potential contaminant informatiel>n was updated on May
4, 2015. A Sanitary Survey was performed on August 6, 201~, Reference 5. All
Table 2.2-1 SBW Wells
Well
8
Year
Drille
d
Well
Depth
feet
Well
Diameter:
inches
Drilled
by
Current
Producti
on
Gal jmin
I
Pump
Horsep
ower,
HP
Wl 1989 160 I 6 Bronson 47 2
I I
W2 1983 280 I 6 Holman 34 1.5 i I
W3 2006 I 305 6 Bronson 24 1.5
I I
W4 1989 300 6 Bronson 23 1.5
2.2.1 Well 1
Well 1 (Wl) is located near the first switchback on Mogul Hill road, past 517 Mogul
Hill, between two reservbirs, R1 and R2. It was drilled on Nov 2, 1989. The well
drillers report is Attach~ent 5. A new Sta-Rite 2-horse power pump (50 gpm), serial
number is L30P4GH-03, !was instaHed on Nov 03, 2006, set at 147 feet. The motor is
a 2 horsepower 230 V, qO Hz motor and Franklin motor control model 2243019-2045
with a rated amp draw of 1.5 KW. After 24 hours, the water depth is 117 feet and
the pump flow is 47 gpm. The well artesian flow is 2 to 3 gpm. The pump flow test
report is Attachment 6. 1 !
The controls for Wl are !located in Rl. There is a Franklin Electric Pump Protection
n, , __ • ....,_ I\IQ t ,.._..I 5 ..... --..... ~ _,..,..!el l'."0()()")()11 C :-n1 H/1 •.i-t"~ ~I,.., .. _ 4-1-.~"'ugh -'"l iUll lf.JLC\.. '" L.UOU c11.::,u1, IIIUU I .)QUULU.L.LU, Ill 1'.L, VV.L VvO Cl 11uvv.::, llllU I Cl L-
inch Badger Read-A-Matic, sealed magnetic drive, self-powered pulse generator
nr""f"""\I I""'\:--kA-"---Pl.A-1 Ir\ --.....1 -r"'\:-~.a..-1 T -.... :--•" .. T-+--B--.. f\,1_,.a_( C'"'r1 nA _,,... i,I,, """'""".,.,,... 01 KL.UL Ul:::»l. l'IC:LC:I l'IJ./U QIIU Cl Ul!:!ILCII lllUI\..CILUI IULCIIILC:I 1•1uuc:1 I 1.1;:;,-r a.::, IL C:lllC:I.::> "-.l,
There is a Guardian AV-010 vent on the well. The wellhead and surface seal have
been maintained.
2.2.2 Well 2
We-Ii 2 (W2) is also located at the first switchback on Mogul HHI road, near reservoir
Rl. W2 was drilled on August 23, 1983. The well drillers report is Attachment 7.
In 2005 W2 was fractur~d using hydrostatic pressure. A Sta-Rite 1112-horse power
pump ·(30 gpm), insta11e~ on June 13, 2005, is set at 250 feet and the well artesian
flows 2 gpm. After 24 lliours, the water depth is 180 feet and the pump flows 34
----ri.. ..... -· ·m-~·-· ......... s1
'" re--~ :-Attaci..---· c !:If.JI 11, I I IC j.lUI lf.J I IUVV Lt:: l f.JUI L 1.::, L 1111 lt::l ll U,
-rt-----• .... -•-s:-... ,A1""'I -... -, ___ .... _...., :-n1 'T' .... ___ :--r-.-. ·"""•-n-.... :-n .. --n ... _ ... _ _..._ ... I I It:: l.UI Ill UI:::» I UI VV L ell t::: IUl.CILt:::U 111 KJ., I IIC:I C: I::» 0 \...UYUlt:: 00:::»I\.. I" Ull lf.J r-1 UlC:\..lUI
model 1PH230V, located in Rl. W2 water flows through the same meter as W1 as it
enters Rl. The meter is[ a 2-inch Badger meter. The wellhead and surface seal have
been maintained. I
9
2.2.3 Well 3
Well 3 (W3) is located about 300 fe t up a road that starts a~ the first switchback on
Mogul Hill road. W3 was drilled on ctober 23, 2006. The well drillers report is ! Attachment 8. A Sta Rite 1-1/i hors power pump (20 gpm) HS series, is set at 294
feet. After 24 hours, the water dep h is 193 feet and the pump flows 24 gpm. The
rnntrnlc:: fnr it ;:irp lnr;:itprf nP:.lr thP ,,.. PllhP:.lrl inrlr ,rlinn thP Fr:.ln l<lin FIPrtrir D1 ,mn "-'"-': :•: •._•;:..,: ;; ..-: "'-' ..ac: "'-' :-,.._,..,.:,_..._.,_. : ,._-.,;, '-'< 1'-' 1' ~1-1•1 1'-'-'-1/ :1 ;-..,;-._1:1 I;;) ,._I 1'-" ; I-· 11,;,1,1 I ..... ,.__..._, ... : I'\-' ~ ... ,1: It-"
Protection Pumptec No Load Sensorlmodel 580020116. Before the W3 water flows
into R3, it flows through 1 1/z inch B dger meter, sealed magnetic drive, self­
powered pulse generator RCDL Disc Model M70, located in a ~anhole close to the
well. The wellhead and surface seal have been maintained. ifhe manifold tag
number for Wl, W2 and W3 is EOOO 575. 1
. I .
2.2.4 Weil 4
Well 4 (W4), located by the sand flit r, is accessed from the ¢nd of Sitzmark road.
W4 was drilled on October 10, 1989 The well drillers report \is Attachment 9. In
2005 W4 was fractured using CO2. new Sta Rite 1 .. 112 horsepower pump (20 gpm)
HS series, installed on October 15, 2005, is set at 280 feet and the water level is 3
foot holr.u, ,.., ...... , ,nrl lo\/ol llfto ... ")Lt hr,,,..,,. tho ,.,,,.t o.-rlonth ic, '?f'I") foot .,,. ... r1 tho n, .........
! '-''-'-!J\-1'-"::Pt '!:j! V~!! IU !'_.'! \.! = !""\! '-,.'-:I ~ J I ?r'.!! .;Ji L! !C. YYU!_\,;,,! '-.t'-·J-'\.! ! !;.) LVe... r "-.·'-_l. t.!! IU \..! !1_: j-'U! ! !i-'
flows 24 gpm. The pump flow test report is Attachment 6. The pump is a Sta-rite
model # 20P4F02P SPQ with 1 112 in h galvanized steel pipe. 1 There is a l -1/4 inch
vented brass well cap on the wellhe d. Located near the wellhead is the electrical
panel with a Franklin Electric Pump rotection Pumptec No Lqad Sensor, model
580020116. ·
Water, from W4, flows downhill thro gh the Chlorinator building that houses the
water flow meter and into R4. The eter is 1 1/2 inch Badger meter sealed magnetic
drive, self-powered pulse generator CDL Disc Model M120. ]The wellhead and
surface seal have been maintained. The W4 tag number is 000000012507. I '
2.3 Treatment Facilities I
There is no treatment of the well wa~er from Wt W2, W3 an~ W4.
i
The SBW has one water treatment pant (WTP), a conventio~al slow sand filter with
a nominal capacity of 22.5 gpm, (32 000 gallons per day or 0~032 mgd) from a catch
basin in an unnamed spring, which f ows into Little Sand Creek. The sand filter tag
number is E0005576T. By gravity, water flows into the slow sand filter, to the
~~~~~~t: ~i~::1a~~drr~r~~-~~~~~d ~,-a ~~:J;~~i~~;~~i~5 t:o~;~~~;~~ ~~,~~i~;;~n~y~
e.g .. well failure or power outage. ater from the sand filter Jmust be manually
valved into the system. No emerge cy need for water has oqcurred that would
10 i
' require water from the sand filter.
I The slow sand filter sy5tem was-built in the early 1980's. It consists of a buried
concrete building 24 feet by 12 feet, 38 inches of sand with trusses over the top.
There is a metal roof ori the building. The roof was rebuilt in 1994 to support a
snow load of 200 !bs per square foot Reference 1, Schwett7er Basin Water
Company Source Wate0 Assessment Report, was prepared and issued by Idaho DEQ
December 4, 2000 for Wl, W2, W4 and the sand filter. This report states that the
intake gallery is properli constructed and that the infiltration gallery in not under the
influence of surface wa~er. The predominate land use is undeveloped woodland with
basalt flow. There are no farms, industrial or commercial activities nor use of
chemicals nearby. The surface water intake was assigned a susceptibility rating of
I low (when compared to; other surface water intakes) in all categories, because of its
location (upstream of any sources of turbidity), the lack of potential contamination
sources within the water shed and proper system construction. The report summary
states "As there are no 8ocumented potential contaminates of concern in the
delineated source wate~ areas for the three wells or the surface water intake, SBW
source water protection-activities should focus on implementation of practices aimed
::.lt kPPninn thP C:t 1rrn11nriinn ~ri:io~ frpi:i, fr("\m n("\h::)ntb~ c:f"\1 1rrQc: rAnt:,min::.1->f"ln-" C,nro
-• ,,--.-•• •:, ._, ,_ --• • --• •-•• •::, ""'' --I I --I I"' I I t-''-''"'"""'' 1\.1'1,AI oJV ..... 1 '"-'"-".., '-VI l~UI I 111 IU~IVI Is ....,II f\...\...
the issuance of the Soutce Water Report, Reference 1, SBW has acquired the
adjacent property, up s~ream of the sources to further eliminate future potential
contamination problem~.
I
At tile iniet end of the sand filter there is a valve to diveit unnamed creek water into
the sand filter. At the outlet end of the sand filter there is a valve to let the water
flow to the chlorinator by gravity and a valve to return the water to the unnamed
creek by gravity. The water flow from the sand filter is 23 gpm or less. The building
is in good condition. I
I
I
Thirty feet below the sahd filter is a chlorinator building built in the 1980's and rebuilt
in 1997. It is a 4 feet by 8 feet concrete and wooden structure with metal roof.
The chlorinator building houses a Chem Tech chemical feed pump Series 100, model
150, a 35-gallon chlorine tank, a flow switch, a UV system and the same 1 112 inch
I Badger meter used for f 4. There is also a Severn Trent Tablet Feeder erosion
system that is normally yalved out but can be used in case of a total power failure.
The UV systern, an Aqua Pure Modei UV-20 with a service fiow rate of 20 gprn, is not
required but provides an additional level of protection. The system has the unique
capability of functioning without power; it can operate solely by gravity flow.
Water from W4 flows through the chlorinator building, but only through the 1 112 inch
Badger meter in the. All water flows by gravity to the R4. !
11
2A Summary of Water Production Data
All wells combined yield 128 gpm. The spring source produces 22.5 gpm. The total
water sources provide 150.5 gpm, or 216,720 gpd. The highbst producing well is
Wl, 47 gpm. With the highest producing well out of service) the water sources
provide 149040 gpd. Major upgrades to the water productio,i facilities are not
rPni iirPrl hpr;::111<:P thP\/ ~rp in nnnrl rnnrfitinn ;mrf nmrft trtirm n'lPPtC:: nmiPrtPrl f1 lh lrP I--,-•• ----------• •-, -• -'' o =,-----· ·-·-•-•' -••-r• -----•-• • •t•----r-• _J ____ _. • _. _ _.., -
demands. The water sources compiy with drinking water standards in effect when
the sources were built. Because of the deep snow and diffic4lty in repairing failed
equipment in harsh winter conditions an additional well couldj be developed to
provide more backup. /
Section 3.0 Existing Water Distribution System
Figure 1 is a map of the existing water distribution system. The SBW operates and
maintains the entire system. Being on a mountainside, the e\evati.on range that the
system has to accommodate is from about 5070 feet to 4230 \feet (840 feet of
change approximately), or a change in pressure of 364 pounqs per square inch (psi)
due to gravity. Water flows by gravity from all reservoirs inttj the distribution pipes.
The weather is more severe at 5000 feet than at iower eievations. Early in the
season the temperatures can be minus 20 degrees Fahrenhei~ with no snow on the
ground. Access to SBW structures considers the 20 to 40 fee~ of snow that can be
on the ground during the winter. Because of the cold tempe~atures, the SBW main
and service lines are buried a minimum of 5 feet deep. ·
Locating and operating va!ves in this harsh winter environment; deep snow; icef
frozen ground, is difficult and demanding. SBW valve locations have been mapped
for winter operation and locating them is improved with stratfgically placed location
markers and personal trained in using metal detectors, Whe~ valve locations are
being determined the following are considered: snow plowing damage, storage of
snow from roads, snow falling off building roofs, thick lee (gr~ater than.12 inches) on
the roads tr,at obscure road markers, etc.
The SBW has a smart numbering system for valves. The follqwing code helps
explain the type and location of the valve. I
The first letter designates the type of valve as shown in Tabl~ 3.0-1:
Table 3.0-l Tvoe of Valve Designator
Type of valve I Designator
Blow out B
Curb C
12
Fire Hydrant F
I
Main I M
Pressure redudna p
Reservoir R
The next two letters indrcate the street as shown in Table 3.0-2:
Table 3.0-2 Street Nam~ Designators
Street ! I Designator
Alpine I AP
I
Flurry Court'. FC
Mogul Hill I MH
NW Passagei NW
... ---Parallel Kun . 1-'K
,...,.. ;:,C1 rWeiuer 1v10Uflldifr KOdU ::,\.,
I
Sitzmark I SM
Slalom I SL I I
Snow Ghost1 SG
Snow Plow SP
Stella ! ST
Telemark
1,
TM
Ullr I UL I
The valves are then numbered sequentfally along a given road, starting from the
highest elevation.
3.1 Pressure Zones I
There are seven pressurb zones in the SBW. Six pressure-reducing valves control
the pressure zones. The six pressure reducing valves are :
T bl 3 1 P a e . ·-1 Ra . VI ressure · e ucmg aves
PRV Valve Type of \valve Location
Designation
i
13
I PPR.1 I 6in Cla-Val Series I Parallel Run at Schweitzer Mt
100-01 Rd near Red Cricket
PPR2 4in Cla-Val Series Parallel Run at Schw~itzer Mt
100-01 Rd, near Telemark I I
PTM1 I 3in Cla-Val Series Telemark at NW Pass~ge
100-01
PULl 2in Cla-Val Series Ullr above 117 Ullr
100-01 i
PUL2 4in Ames Ullr near 342 Ullr I
I I
PUL3 2in Watts Ullr at Parallel Run !
The pressure reducing stations have vaives with two ways for the water to fiow.
Water normally flows through the smaller, bypass Pressure Rf=ducing Control pilot
valve, CRD, which senses downstream pressure directly. Th~ Pressure Reducing
Control Valve (PRV) automatically reduces a higher inlet pres~ure to a lower outlet
pressure. It is a direct acting, spring loaded, diaphragm type control that operates
hydraulically. These valves are held open by the force ofthe:compression spring
above the diaphragm; and close when the down stream pressure acting on the
underside on the diaphragm exceeds the spring setting.
i
When the valve senses a higher flow requirement, for examp!1e when a fire hydrant
opens, the larger valve opens and more water flows through., At PUL3, the PRV does
not have a bypass valve. The maximum water flow through AUL3 is Umited by the
hydraulic characteristics of a fully open two-inch PRV. The llt11e that the PUL3 is on is
limited to a few residences.
The zones are named for the road that the majority of the zo~e covers. All zones are
described from the highest elevation down. i
3.Ll Upper Mogul Hill (UMH) Road Zone (Marked on map in Bright YeHow)
The UMH zone is fed by water from RS, the 10,000-gaiion tank. The water from RS
flows by gravity. The first house below RS in the-UMH zonelis 1040 Mogul Hill road,
where the curb stop pressure rs 26 psi. This zone goes to the Rl, at the switchback
on Mogul Hill Road. The pressure at Rl is 77 psi. I
3.1.2 iviogui Hi'ii (MH) Zone (Marked on map in Pink)
The MH zone is fed by water from Rl, R2, and R3, all at the same elevation. This
zone includes the homes and condos downhill from Rl on Mo~ul Hill road to
;
14 I
Schweitzer Mountain road; Red Cricket condo and Snow Drift condo on Schweitzer
Mountain road; all the homes on Sitzmark road; Ullr Lodge on Ullr road; Tamarack
Condos· on Flurry Court; Black Diamond condo, Caribou Ridge condo, Der Kastle and
Cast1e Villa on Parallel ~oad; and down Alpine way to the Section 20 boundary
feeding the homes on the end of Ullr road (from 437 Ullr to 342 Ullr). The pressure
at the first house be!ow R:l; 517 Mogul Hi!! road, is 22 psi. The lowest location in the
MH zone is the Red Cricket and Caribou Ridge fire hydrants where the pressures are
100 psi. I
I
3.1.3 Ullr (Ullr) Zone (~arked on map in Green)
The Ullr zone is fed by water from R4 and the MH zone. The Ullr zone includes
homes and condos frorh 325 Ullr to 117 Ullr; all of Snowplow road to Elkhorn Lodge
Condo; and on Parallelroad from Bear Grass Condo to Schweitzer Mountain road. In
the Ullr zone the highe~t location home, 187 Ullr, has a pressure of 22 psi. The
lowest Ullr zone location, ~H Parallel, has a pressure of 80 psi.
I
The sand filter and R4 were established in the 1960's at an elevation ( 4700 feet)
lnwPr th;:m thP R 1 R 'J :::tnrl R l ~l~v~tiAn ( 4Af;f\ fAAt) Th.:> O,d al,i::l11~tirm 1M~c: rnAcan ,_ • • -• ,.., ,_,, .,., ,_ 1 ,_, 1 ,_ ""'' •-1 , __ , ..... • _-.,,.._,1 I \ '~""""' • --""/• I I I~ I'\. 1 ""''-'1 U'-IVI I YYU-.1 '\.,ol lV,J ...... t I
due to the spring wat et sources that were available. To permit R4 water to flow by
gravity into the system Ii~ conjunction wi~h the water at the higher ~ressure from Rl,
R2 and R3, two PRV st~t,ons were established. Just below 342 Ullr ,s pressure
reducing valve PULl. "'fhis is a 4-inch Ames Pressure Reducing Valve Model 910G
(elevation 4670 feet) and just above 117 Ullr is PUL2, a 2-inci-, Cla-Val Pressure
Reducing Valve Model 100-01 Hytrol with CRD remote sensing pressure reducing
control (elevation 4670·feet). Water from the MH zone supplements the Ullr Zone
water when there is a feater demand. A check valve at R4 reduces the risk of
water from the upper zone over flowing R4 in the case of a PRV failure. 1
I
3.1.4 Parallel Run (PR) 1Zone (Marked on map in Bright Orange)
ThP P;:ir;:illpf R1 ,n 7"nP ic: fArl l"I,, 1111:::.t-Ar frl"lm tho Ml-4 7/"\no DI II ~ ic :::,. 'L ;l"\rh \l\bttc • ••-• -•-••-• , .... _,, __ ,,...., ,..,, ''""""" ._,, YY\,,,4,\,, ...... 1 11v1 1 1 '-''""' t 111 '-VII'-• I VI..J t.J U ~ 111\..,11 YYUl..l..o.)
25AUB-Z3 ( elevation 4635 feet) water pressure-reducing valve (PRV) located at the
intersection of Ullr and !Parallel roads. The Parallel Run Zone feeds the homes and
condos from 333 Paratlel (Die Vier Moguls) to 2498 Paratrer (Moose Haven). The
Parallel Run Zone highest condo pressure at 333 Parallel (Die Vier Moguls) is 50 psi
and the lowest Parallel Run Zone location at 2498 Parallel (Moose Haven), is 68 psi .
3.1.5 NW Passage (NWP) Zone (Marked on map in Red)
The MH zone feeds the[NWP zone. PPRl, is a 6-inch Cla-Val Pressure Reducing
Valve Model 100-01 Hyt:rol with CRD remote sensing pressure reducing control
( elevation 4630 feet) at the upper intersection of Schweitzer Mountain Road and
15
Parallel Road, The NWP zone includes Creekside 200 and 300 condos on Schweitzer
Mountain Road; Creekside 100 condos, Die Sitzmark Condos, and Cedar Ridge
Condos on Snow Ghost road; Black Bear Condos on NW Passage. The NWP zone
highest location house is Creekside 200/300 where the press~re is 35 psi. The NWP
Zone lowest location is the fire hydrant by the garages for Schweitzer creek 100
building where the pressure is 78 psi.
3.1.6 Telemark (TM) Zone (Marked on map in Light Biue)
I
The Ullr zone feeds the TM zone. PPR2 is a 4-inch Cla-Val Pressure Reducing Valve
Model 100-01 Hytrol with CRD remote sensing pressure redu~ing control (elevation
4460 feet) at the intersection of Schweitzer Mountain road arid Parallel road. The TM
zone includes homes and condos from 8120 to 7985 Schweitier Mountain road; up
Snowplow road to 385 Snowplow road; down Te!ernark from Schweitzer Mountain
road to the NW Passage intersection; up NW Passage to the Die Schmitterling Condo,
including the Schweitzer Creek 100, 200, and 300 bui.ldings. ~he TM zone highest
location house is 385 Snowplow where the pressure is 35 psi, The TM Zone lowest
location is at the intersection of NW Passage and Telemark where the pressure is 85
psi.
3.1.7 Lower Telemark (L M) Lone (Marked on map as Dark Orange)
I
The TM zone feeds the LTM zone. PTMl is a 3-inch Cla-Val Piressure Reducing Valve
Model 100-01 Hytrol with CRD remote sensing pressure redu~ing control (elevation
4400 feet) at the intersection of Telemark and NW Passage roads. The LTM zone
includes all the homes and condos on the portion of Telemark road below NW
Passage, The LTM zone highest location house is 369 Te!em~rk where the pressure
is 35 psi. The LTM Zone lowest location is the fire hydrant at the end of Telemark
road, entrance to the Lower Parking lot, where the pressure ir 100 psi.
3.2 Existing Storage Facilities 1
Theie aie five watei reservoirs on the SBVJ system. Thiee, R1, R2 and R3, aie neai
the first switchback on Mogul Hill road. There are two 2-2850 gallon tanks forming
reservoir R4 near the sand filter with a nominal capacity of SQOO gallons and a
10,000-gallon horizontal cylindrical reservoir near 1050 Mogul Hill road. The total I storage capacity is 245,000 gallons. I
16
j
I
I
Table 3.2-1 Existing Storage Facilities
Reserv Total Uisable Size, feet
oir Cap, cbpaetty,
Numb GaHons G6Hons
Elevation, Location
Feet
er
Ri 90000 80000 50 X 30 X 8 I 4860 520 I ' Mogul
I Hill
R2 44000 I 4~000 40 X 16 X 9 4860 520
I I Mogul I j j : Hill I
R3 137000 110000 39 dia X 16 4860 Atpine
(Round) way at
Mogul
Hill
R4 I 5700 5000 8 dia X 8 I 4700 I End of I ! 2 tanks Sitzrnark
I
RS 10800 10000 8 dia X 30 5038 1050
(Cylinder) Mogul
HHI
3.2.1 Reservoir 1
R1, built in the 1960's ahd re roofed in 1997, is a distribution reservoir. The new
roof is designed to hold ia snow load of greater than 200 pounds per square foot.
Rl is a bermed concretd tank with liner, structural trusses across the floor, a framed
building above and metJI roof. There is a people access door on each end of the
buiiding centered under the roof peak, boti1 with secure iocks. There is a iiner above
t!1e water and below th~ manufactured trusses to protect the building from moisture.
The building, roof and liner are all in good condition.
Wl, W2 and W3 water dumps into Rl and exits through a standpipe to R2 and R3.
Rl has a valve located at the bottom of the standpipe, which can be manually
opened in case of emeraency allowing water directly into the distribution system.
This creates a 80,000 gallons emergency reserve capacity. All well water flows
thrf'\11nh tho ") inrh Oa rlno .. Do-,rl /\ r,.11..,~;,.. ,..,... ..... 1,....-1 .......... -.... ~~:-...1-: •. ~ --1.c --···---.J -· ·'-­~•" vv::,•, '"' ,-.. , 11 ''""', 1.1 u~F' 1,c:;ou-n -1 ·101.11..., ;:,c:;an:::u 1110!::}1 IC:LII.. UI 1vc:, :::»t:11-µuwt:1 t:U 1,JUl:!:>t:
generator RCDL Disc Meter M170 and a Digital Indicator Totalizer Model FTl94 as it
enters Rl.
17
3.2.2 Reservoir 2
Reservoir R2, buHt in the 1960's and re roofed in 1997, is an P.perational-reservoir.
The roof is designed to hold greater than 200 pounds per sq~are foot snow load. R2
is a bermed concrete tank with a metal shed roof. There are two access doors, one
on each end of the North wall, both with locks. There is a s<;:reened overflow and
va!ve for draining the reservoir. In R2 there ls a 36-mi! liner made of Potab!e Water
Grade Reinforced duPont Hypa!on in this reservoir, It was provided and installed by
Northwest Linings and Geotextile Products, Inc in 1989. This
1
liner is suitable for
reservoirs containing for treated and untreated water. In no~mal operation, Wells
W1, W2 and W3 all flow into Rl and then, through the standpipe, into R2 and R3, as
controlled by floats in R2 . As needed, Wells Wl, W2 and W31 can be also be valved
to flow directly into either R2 or R3. The building, roof and Hher of R2 are all in good
condition.
3.2.3 Reservoir 3 I I
Reservoir R3, built in 2005, is an operational reservoir, inter donnected to R2. The
water levels in R2 and R3 are the same. Floats in R2 control the water flow into R3. I D'2 ie-"' '20_Fl"\I"\+-rli,:,mn+-o,.. 1 C. Fon+-"-i,-,h l""l"\nr,-e +-Q +,,:,nl, h, ,ii+-h" 'Onn no,. C:.o,-n, O, ,ilrfn,.S ,,..., I~ U _,;,-1vv1.. U IU llt\...\.~t, .1.V I\,;\,,;\. 111':fl lt \,,.,VII\...I \,.,;;; \..Ul lf'-L,11,,.,111\. uy :UVl ll l\.,.,I I \.,,.I I Y LJUIIU\...1 •
Inside are three equally spaced wa!!s (about 8.50 feet apart) extending across the
tank except for the last 2 feet with the gap alternating ends. 1 This forms a serpentine
for the water to go through. The roof is concrete. There ar~ two 30 inc.h by 30 .inch
galvanized access hatches with gasket seal, overlapping locking lids, one over the
inlet and one over the outlet. There are two 2-inch screendd overflows, one 6-inch
screened vent on the top and an 8-inch valved drain. Water exiting R3 by gravity
goes through a Sparling Propeller Meter, FM-194-1-2, serial number E-3561
(attachment 3.3.3.a).
I
R3 is accessed by going straight at the first Mogul Hill switch \back about 200 feet
onto Alpine Way, below Rl and R2. In normal operation, Wells Wl , W2 and W3 flow
into Rl and then, through the standpipe., into R2 and R3. We.II W3 can also be
valved to flow directly lnto R2 or R3 when R1 or R2 need to be removed from
service.
I
3.2.4 Reservoir 4 I
There are two 2850-gallon potable water poly reservoirs installed in series,
designated as R4 with a working capacity of 5000 gallons. Reservoir 4, which
replaced a small reservoir in 1992, is below the main reservoir (Rl) and used with
the sand filter and We!I 4. The R4 tanks are above ground and covered by a wooden
building with a metal roof that has a locking. people door. Th:e roof is designed for
greater than 200 pounds per square foot snow load. The ta~ks each have a
I
18 I
. , , , . . '
screened 2-inch overflow, screened 2-inch drain, screened 2-inch vent, and a 24-inch
access manhole with c~ver on the top. The two tanks are connected in series. R4 is
accessed from the end pf Sitzmark road, behind-126 Sitzmark.
I
Water flows from this reservoir by gravity. When R4 is valved out, the upper
reservotrs R2 and R.3 pr;ovfde water through pressure reducing valves to the same
area supplied by R4. 1
3.2.5 Reservoir 5
I Reservoir 5, RS, is a hoi·izontal, cylindrical steel 10,000 gallon tank, located past
1040 Mogul Hill road. The tank is bermed into the ground and has a 24 inch
manhole access on the top, centered. Above the manhole access is a 6 feet by 8
feet wooden building, with metal roof and locking people door. The roof is designed
for greater than 200 pounds per square foot snow load. The tank has a 4-inch
screened vent, 2-•nch screened overflow and 4-i-nch screened dra•n. I I
RS is located about 178 feet above Rl. A 1 1/2-horse power Sta-Rite pump, HS
Series (20 gpm); mode!, L30P4GH with Franklin motor serial number 0481803-2820,
located in Rl provides Water to RS. This 1 V2 hp pump was installed on October 1,
2004. The controls for this pump are in Rl. A second, 5-horse power Berkeley MGS
Series pump model 10C~15321 (90 gpm) with a Franklin motor was installed in R1
on October 22, 2004, islavailable to provide greater flows to RS for fire flow or other I emergencies. The 5-horse power pump must be turned on manually. \Nater flows
from RS by gravity.
All tanks are visually inspected annually; drained and cleaned every year divisible by
5. i
3.3 Existing Water Distribution System and Tie Ins
3.3.1 SBW Main ines
Since the distribution system was already in place when the current owners bought
the system in 1989, the /current owner's knowledge of the system is from historical
information, discovered ~uring repairs and system upgrades. The SBW incl-udes
approximately 6.4 miles 'of distribution pipe, ranging from 2-inches to 8-inches in
diameter. Pipe materials include steel dipped and wrapped (SOW), PVC, C-900,
gaivanized and poiy pipe to curb stops. A map of the extst1ng water distribution
system is provided in Figure 1.
' i
The main fines consist of:
I
19
0
1. From RS to Rl, the Upper Mogul Hill water main line is 4-inch PVC,
approximately 3100 feet, installed in 1969.
2. From Mogul Hill to Crystal Court, intertie with Resort ~ater system, 4-inch
PVC, 200 feet installed in 1999. I
< i:::r"m 0< C:"11th t."\ tho hf'lr inrbn, n.f Cartif'\n ?() f'ln il.lnina \Ai'::tv ::inn l"in.1Mn tf"I ...,. I IVltl ,,~, '-''-'"""'-'' \.V ""'''"" IJVt...UtV'-"11 VI·····"·"''"""""'·''' e-v v11,111'"""''-wv..._., lo,,tl l"" "-IVVVI I '-'-'
U!lr; is 8-inch C-900; approximately 900 feet, insta!!ed in 2000 to create a
loop.
4. From Rl, R2 and R3 down Mogul Hill road to Granite Jeaks Condo (166 Mogul
Hill) the main line is 6-inch SOW, approximately 3000 teet, installed in 1964.
5. From Granite Peaks to Snow Drift Condos in 1991 a 6l.inch, C-900 line 600
feet long replaced the old main line.
6. From Granite Peaks to Schweitzer Mt road, a 6-inch c-~00 line 300 feet long
was installed for Caribou Ridge Condos in 2001, replaqing the main line for
Creekside Condos.
7. From Caribou Ridge Condos cross Schweit7er Mt Road . down to Cedar Ridge
Condos the main line was replaced with a 6-inch C-909 line 700 feet long,
installed in 2003. I
8. From Cedar Ridge Condos to Schweitzer Creek Condo~ is 6-inch C-900, 450
feet, installed in 2014 for a fire hydrant.
I
9. From Mogul HUI road to Sitzmark to Ullr, along property lines, is 6-inch PVC,
approximately 1400 feet, installed in 1966. I
I
10. On Sitzmark, from below 19 Sitzmark (Gr~en Hornet) lto above 126 Sitzmark
(Linton's) are 7 lots, each about 7 fQQO sq fe.et. There Js a 3-inch PVC main
servicing this road, approximatety 600 feet, lnstaHed in 1992.
11. From the sand filter to Ullr road is 4-inch PVC, 350 feer, installed in 1982.
12. Starting from PUL1, the Pressure Reducing Valve at 1 ~7 Ullr, to the blow out
valve at 225 Ullr is 6-inch PVC, approximately 900 feet, installed in 1969.
From that blow out to the end of Ullr is 6-inch C-900, 1050 feet installed in
1993 to create a loop.
13. From 187 Ullr down .the South property line to Snow .Plow the .line is 6-
inch PVC, approximately 600 feet, installed in 1969. \
21
14. Starting f~om before PUL1, the Pressure Reducing Valve at 117 Ullr, to
the intersection of Ullr and Parallel roads, the line, as illustrated on a J Fowler
I drawing, is4-inch steel, approximately 500 feet, instaUed in 1966. This-line
has never been verified.
15. From the intersection of Ullr going down Parallel to 249B Parallel the
line is 2-inch galyanized pipe, approximately 700 feet, installed in 1969.
I
16. From PUll to below 2498 Parallel to Schweitzer Mountain road is 6-inch PVC,
approximately 1500 feet long, installed in 1969.
17. From the interseq:tion of Parallel and Snowplow to the North boundary of
Schweitzer First addition, Block 4, Lot 17, the line is 6-inch C-900,
I approximately 800 feet, installed in 1991, replacing a 2-inch PVC line.
I
18. From the North· ~oundary of Schweitzer First Addition, Block 4, lot 17 on
Snowplow to the soutl1ern end of Tanglewood Condos the line is 4-inch PVC,
approximately 50,0 feet, insta!!ed in 1969. From the southern end of the
Tanglewood Conttlos to the end of Snowplow road the line is 6-inch C-900,
approximately 4010 feet, installed in 1991, which replaced a 2-inch PVC line.
I
I
19. From the PRV ~ation on Parallel at Schweitzer Mountain Road to the
Snowplow intersection with Schweitzer Mountain road, the line is 2-inch steel,
approximately 700 feet, installed in 1969.
20. From Schweitzer Mountain road at Snowplow to 385 Snowplow the line is 6-
inch C-900, apprqximately 400 feet, installed in 1990, replacing a 2-inch PVC
line. 1
21. From Schweitzer Mountain Road at Snowplow to 7985 Schweitzer Mountain
road the !ine is 6~inch C-900, approximately 300 feet, !nsta!!ed in 1992,
replaced a 2-inch; PVC 1ine.
I 22. From the PPR2, tine PRV station on Parallel at the lower Schweitzer Mt road
intersection, goinb down Telemark to NW Passage the line is 6-inch PVC,
approximately 2700 feet, installed in 1969.
23. From Cedar Ridge Condo to Die Schmitterling in 2-inch steel, 450 feet,
installed in 1972.,
i I
24. From the interse4ion of NW Passage and Telemark, going uphill on NW
Passage to Die Schmitterling, the tine is 6-inch PVC, approximately 2000 feet,
installed in 1969. From NW Passage to the end of Slalom road the line is 6-
inch PVC, approximately 1000 feet, installed in 1989.
i 25. From Die Schmitterling to Cornice Condos in 4-inch P\/\C, 400 feet, instafled in
2003. I
?F-. ~mm l\!nrthwPc::t P::ic::c::::inp tn ~rhwi::iib~r rri::i::i~ rl"lnrlr1c:: ic:: ?-inrh c::t::i~! 7nn f::i~t --· • 0 -· t O O ·-· "'"' t• • __ ... I ----:,-.... _ --· 1•" -·'---1 -· __ t, --· ·---I--t i 1-1 I -... --,, I --I--... ,
insta!!ed in 1976,
27. From the intersection of Telemark and NW passage, g~ing down Telemark to
the blow out valve by Eagle View, the line is 6-inch PVf., approximately 1000
feet, installed in 1969. Continuing down Telemark to the Fall Line parking lot,
the line is 6-inch C900, approxtmately 2400 feet, installed in 1992, eliminating
service lines going between lots. '
I I
When the service connections were put in before the 1993-1 \LID, from the main line
to the curb stops at the property corners is 1 or 2-inch poly. The one-inch poly
serves single lots. At the end of each 2-inch poly is a "T", re9ucing to 1-inch with a
r, ,,..h c-+.nn ,Ff"\,.. o ~rh t""\t-1"\not.+\I C.o.!"'\1!rc. Ji~ot""' n1 ff-in h.o,F,..,,,..c +-ho I 'Tr\ t"V"\~\/ ho r,~h,~n!...,.n.rl \,,UI U J\.Vf-' I VI '-U\,,11 f-11 VfJ'-1 LY, .J\.,;I V l\,,C. Ill IC.;:> fJUL 111 UC.I VIC LI IC l.."-U' 11 IU Y UC :fUI VUI IIL.C.Uf
PVC or poly.
3.3.2 Emergency Operation Tie-ins [
There are two emergency tie-ins that the SBW has: one with !Schweitzer Resort and
one with The Spires Water System.
3.3.2.1 Tie In with Schweitzer Resort
I In 1999, the SBW and Schweitzer Resort Mountain Utilities C~mpany (MUC) created
an inter tie between the two water systems, primarily for SB\fv' to provide backup
water to MUC. This inter tie is at the switch back on Mogul liill Road near the Crystal
r-0 0...4-:-'-e ... ---,1..:--.:. ,,..4,. _....___, ·-OO·f"\ 11.11--. ,i u:li ... --A /\4-:6-t...i.:,.. t-,;.-'-:--·.&.f,.,_u,,_ :--~VUI l II ll I :::it::I...LIUI 1, JU:::iL auvvc: oov 1•1v~u1 n111 I uau. ML LI 11::::i IUl.;.CILIUI 1, LI IC:I C: r:::i Cl
manhole containing valves and a meter. The transfer system has a five-horse power
pump and controls located in Rl, providing water at 100 gp111. This has only been
used for one emergency in 2000 when the Resort had a majdr break. SBW was able
to keep the Resort operating by providing about 10000 gallo~s of water, until the
break was tocated and isolated.
3.3.2.2 Tie In with The Spires
In 2011r The Spires. development and SBW created an intertie .. An intertie line was
installed between the SBW RS to the Spires pump house, whf re the water is
22 ,
I
I
metered, then to the Spires 20,000 gallon storage tank. The 1-112 horsepower pump
in RS pumps water at ~O gpm. Controls for this transfer are in the Spires pump
house. This provides f second source of water for the Spires.
I
An intertie with The Spi res water system improved the limited fire flow capacity on
upper Mogul Hill Road'. The· Spires main fine on Tai! Timber road was connected
through a pressure reducing station to the SBW water matn coming from RS. The
total fire flow capacity t now approximately 30,000 gallons.
These interties have b~en tested but never used in an emergency.
' 3.4 Distribution Systerm Controls
I
Water flows through the distribution system by gravity. There are valves in the main
lines that are manual!~ operated to stop flow for repairs. There are no automatic
controls or ind1cators. I
!
3.5. Distribution Pipe Condition Assessment
The SDW pipe material can have a service life of 80 years or more in a non-corrosive
environment. PVC pipe materials can have a service life of 50 to 100 years or more.
Valves can have a ser0ce life of over 50 years with regular maintenance.
I
Review of the typical soils in the area indicates decomposed granite and non-
corrosive soils. Testing of the water indicates that it has a close to neutral pH of
7.0. When work has been done on the main line, its condition has been inspected.
There has never been a sign of deterioration. There has only been one water main
failure. In 2009 a 4-in~h PVC branch water main on Mogul Hill road, installed when
the plat was developeq, cracked. The water main had a rock bedded against the
line, which caused the line to crack. No noticeable deterioration was noticed in the
line at this time other than the rock damage. The life expectancy of the distribution
linpc; c;hrn 1lti hP 1 ()() nr mnrP \/P::lf"C:: ,,, , __ -• ·--·-------· I I·-· -, --· -·
3.6 Future Expansion I
Future expansion of th~ distribution system would ~ndude two -additions of main line
that would interconnect pressure zones. This will occur when the owners develop
the land.
3.6.1 Connecting the NWP Pressure Zone to the TM Pressure Zone
!
i
The land between the ~WP and TM zones is privately owned and has no service
connection. The landowner has planned a multi building project and has an
23
approved Conditional Use Permit (CUP) witl1 readjustment of.the lot lines. When the
iandowner finalizes the number of buildings, buiiding locations and iot lines, a water
main and service connections can be designed to facilitate thf project. This main will
then connectTM and NWP zone through a PRV station, thus 1ooping the system.
This should add redundancy and improved fire flow to the TM pressure zone.
3.6.2 Connecting the U!!r pressure zone and the TM pressure zone
Currently the majority of homes and condos on Snowplow rofd are accessed off
Parallel road. The pavement stops at 205 Snowplow (Elkhor~ Condos). The other
end of Snowplow, accessed from Schweitzer Mountain road, provides access to 385
Snowplow. Between 205 and 385 Snowplow the lots are pri~ately owned and the
road is unpaved, undeveloped and not accessible in the winter. When it is desired
to develop this section of road a main would be put in with a1pressure reducing
station to connect the Uiir zone and TM zone, thus iooping the system . This should
add redundancy and improved fire flow to the TM pressure z~ne.
\ Section 4.0 Basic Planning Data and Water Demand Forecasting and Reliability
4.1 Historical VVater Uses
The area that SBW serves is at a ski area. Water usage at s1hweitzer differs from
other resorts areas (summer) in that the homes/units are mostly used in the winter.
The only time that occupancy is high (approaching 90%) is b~tween Christmas and
New Year's. On holiday weekends (Martin Luther King, President's Day) occupancy is
higher than normal weekends. The housing is built to support siding. Condos are
built as second or third homes with few people living in them: year round. Use of the
homes is very seasonal. Typicaiiy owners use the housing fewer than 20 days per
year. The ski area is not a destination ski resort, but a regio~al resort w~th skiers
primarily coming on weekends from Northern Idaho and Eastern Washington,
including Spokane. In the 50 years since lots were first sold,lonly about 44 % of the
lots have been built on. Since the recession in 2008, three n~w homes have been
L-.. •• :t~ ..,...t--...... -... -----··· l,.,,_, .:i...J:----· ···---.s..f .. -t-----....1 UUIIL. 11 lt::I t:: QI t:: I IU I lt::VV uu11u111::;::i l..UI I t:1 ILIY µ1a111 lt::U,
Because of the transient nature of the SBW customers (they {:1re not here in the
summer), the landscaping is normally left natural. Because 9f the short growing
season, weather and rugged terrain, even most full time resi~ents have no
landscaping. The SBW Rules and Regulations, that all customers sign, stipulate that
water is not to be used for irrigation.
People corne to Schweitzer to enjoy the skHng and otr1er outdoor activities. Laundry
facilities are not common in most of the early condos. Most Jpeople take their
laundry home, so even with a weekend population custome~ are not washing cars
~ I
or using much water.
i 4.2 Demand
I
The Washington State Department of Health (DOH) Water System Design Manual
December 2009; Refer~nce 5; formulas; coefficients and factors were used to
prepare this section. !
I
4.2.1 Definit1on of Ter~s
i
Demand refers to the total system demand, which is the quantity of water obtained
from the water supply source during a given time period. The demand is the total
amount of water required to meet domestic and commercial use and to provide for
fire fighting, system losses, and miscellaneous other applications. Demands are
normally discussed and !quantified in terms of flow rates, such as mgd or gpm.
Demands pertinent to t~e analysis and design of water systems are as follows:
I
Average day demand (ADD), gpd. The total volume of water delivered to the
system in a year, dtvfd~d by 365 days.
Maximum month demand (MMD}, gpd. The maximum volume of water
delivered to the system1during any single month, divided by the days in that month.
Maximum day demard (MOD}, gpd. The maximum votume of water detivered to
the system during any ~ingle day.
Peak hour demand (PHO), gpd. The maximum volume of water delivered to the
system during any single hour, multiplied by 24 hours.
These demands are typ1Cally quantified in units of gpd. The following conversion
factors determine flow rates in other terms: I 1 gpm = 60 gallons per hour (gph) = 1,440 gallons per day (gpd)
1 ft3/s = 450 gpm = 27000 gph = 648000 gpd
Volumetric conversions sre :
1 cubic foot (ft3) = 7.4.81 gallons (gal)
1 ga!!on = 0.134 cubic feet (~3}
Consumption refers to tre actual volume of water used by customers measured at
their connections to thel water distribution system. Consumption is typically measured
in units of cubic feet or ~allons. Because meters are subject to freezing they were
not initially installed at Schweitzer. Since the 1990's flow meters have been installed
inside of houses with read outs near the front doors. These meters are used to
determine if there is a leak in the home and not for measuring or bWing purposes.
I Equivalent Residential qnit(ERU) An ERU is defined as the amount of water used by
an average single-family residence or Irving unft.
!
25
4.2.2 Current Water Usage Demands
The maximum monthly demands occur during winter, from Npvember to March. The
maximum daily demand, MDD, occurs from Christmas to NeW Year's. The average
10,,.c-+-dem"'nd ;n ,.,..,..;, Ma\1 Jun° c::e ... +-0 ""be,.. ,,.,..,-1 Qrtohe ... ;J 10ss than 25"" ,.,,..,-1 1'-U-'I. I UI / 11 '"'!-'I 11/ 1 f 11'-f ..J !-'l.'-111 I f UI 11.,1 '-U I 1.;J 1'-I VV '::f!-'\,.I,
Because the demand is so low in the summer, only winter average daily demand is
, ,earl Thi5 ,..,..""ir!oc "' n-,n,..o rnnc-o,-",:,l-h,o ,-o,:,li,,+ir a"o..-,:,no ,-1.,!.;1" rlon-,,:,nrl l\l""'ln U...,\,,,t\.l• 1tll t,,'IVYfU\,,,t.., U lltVI\,.., \,,,VlfJ\,,,,I YU4-1V'-r l \,,,UU .• ;1',.H ... V\...IU~\...o uuu y U\w.lllUIIV, r"\IJL.I'.
The following tables, from source meter records, provide accyrate estimates of the
maximum monthly demand, MMD, and average daily demand winter, ADD winter,
from 2004 to 2015 and the maximum daily demand, MDD, fr~m 2008 to 2015. In
2006 the ERU's went from 431 to 439 although there was no; new homes added.
We discovered that there were 8 homes that had second, rented residential units in
them. In 2015 three new single family homes were added, making a total of 442
ERU's.
Table 4.2.2-1 SBW MMD 2004-2005, 399 ERU's
Date Water Day/ I MMD j MMD
"'\Al'\A I•----__ ,
---.1..L --..1 ,-._...1 ,r-n11 LVV"t-u::,ayt::, ya, IIIVIILII YfJU \.JfJU/ CKU
05
Nov 125,800 30 4,193 11
Dec 394,000 31 12,710 32
Jan 480,999 31 15,516 39
C,-,.h ,n, 111n ,o 1 (\ /1?/I ,c
I C:U "-;,"-, .I. -ru L.U .1.v,-r..J-r "-U
Mar 285,000 31 9,194 23
Table 4.2.2-2 SBW MMD 2005-2006, 412 ERU's
Date I Month totai I Day / I MMD
?()Qt;-mrmth nnrl I MMD
r.;nrill=RU ---., ···-·· ... ·· ::, .... --...... -, -...
06
Nov 129,000 30 4,300 10
Dec 378,000 31 12,194 30
I Jan 491,000 l 31 I 1ss39
Feb 393,000 28 14036 34
Mar 361,000 31 11645 28
26
I
Table 4.2.2-3 SBW MMD 12006-2007 439 ERU's
Date Month total I Day / MMD MMD
2006-1 month gpd . Gpd/ERU
07
1 C:t:;.()()(l , . S200 12 I\JUV .&,.,JVVVV --~ ..
Dec 412000 ' 31 13290 30
I
Jan 447000 I 31 14419 33
Feb 396000 I 28 14143 32
M::ir ':!t:;.A.t:; n I I ., •• u 1 11 7C:Q 3 ... I ...... , ..,v I 17
I
Table 4.2.2-4 SBW MMD. 2007-2008, 439 ERU's
Date Month total Day/ MMD MMD
2007-month gpd Gpd/ERU
08 I
Nov -4 A""'O('\I"\ '"II'\ 4733 I •• I l'tL vu I .:>U I 11
Dec 422200 31 13619 31
Jan 441600 : 31 14245 32
Feb 401800 : 29 13855 32 ' '
Mar 344000 31 11097 25
Table 4.2.2-5 SBW MMD 2008-2009" 439 ERU,.s
Date Month total Day/ MMD MMD
2008-month gpd Gpd/ERU
09
Nov 139300 30 4643 11
Dec 368700 31 11894 27
Jan 381000 : 31 12290 28
Feb 363700 i 28 12989 29
Mar 282000 l I 31 9097 21
Table 4.2.2-6 SBW MMD 2009-2010, 439 ERU's
Date
2009-
10
Nov
'") '7 ,(./
Month total
!
I I I i
259300 !
-.
Day/ t MMD MMD
month gpd Gpd/ERU
30 8643 20
I
Dec 4i4200 31 13361 30
Jan 312800 31 10090 23
Feb 282600 28 10092 23
Mar 223500 31 7210 16
Nov 2009 high water usage due to water leak on Slalom road, repaired 11-29-09
Table SBW 4.2.2-7 MMD 2010-2011, 439 ERU's I Date I Month total Day/ MMD MMD I 2010-I month gpd Gpd/ERU
. 11 .
I ~'~" I 1 ?t:'/lf"lf"I I ?f"I /l~/1., I 1 1 l'IIUV i.J.J•VV .JV ,v,, ii
Dec 237400 31 7658 17
Jan 338000 31 10903 25
Feb 272800 28 9743 22
"'"--= "'"'""_" __ -----. L~/UUU I jl I Y~<:n I
Table 4.2.2-8 SBW MMD 2011-2012, 439 ERU's
Date Month total Day I MMD MMD
2011-month gpd Gpd/ERU
12
Nov 141600 30 4720 11
Dec 289800 31 9348 21
Jan 297500 31 9597 22
Feb 280900 29 9686 22
Mar 233400 31 7529 17
Table SBW 4 2 2-9 MMD 2012-2013 439 ERU's .. I
Date Month total Day/ MMD MMD
2012-month gpd Gpd/ERU
13
Nov 156900 30 5061 12 I Dec 326500 I 31 10532
I Jan 3531001 31 11390
28
Feb 352100 28 12575 29
Mar 320000 31 10323 24
From 2012 through 2013 the high water usage-was due to a leak that was not
located and repaired until August 2013.
Table SBW 4.2.2-10 MMb 2013-2014, 439 ERU1s
Date Month total I Day / MMD MMD
f~13-I month I gpd I Gpd/ERU
Nov 103600 I 30 3453
Dec 224400 I 31 7239
Jan 306400 I 31 9884
r: ..... i.. 276000 I '"'10 n o C", I C:U .:..u :1U.) I
Mar 293300 31 9461 I
March 2014 there was a'leak in the Red Cricket Condo.
Table SSW 4.2.2-11 MMb 2014-2015, 439 ERU's I Date I Month total J: Day / J MMD I MMD I f~14-j I month J gpd J Gpd/ERU
Nov 154800 i 30 5160
Dec 266200 I 31 8587 I
Jan 182300 i 31 5881 i - . .... ----~ i,J --
Mar 127800
11.'.:>/UU I
31 . 4122
'tljL I reo
8
16
23
22
22
12
20
13
~
Note: The Schweitzer S~i Resort's worst winter for skiers since it opened in
December 1963 was the lwinter of 2014 to 2015 when it was exceptionally warm and
wet. The North Bowl of the ski area was only open from December 26, 2014 to
February 3, 2015. In the South Bowl, lower runs and lifts were closed until only a
few high runs and Lake View lift were open. Few skiers came to ski. Residences at
Schweitzer wer-e rarely used or not used at aH . Similarly, in the summer of 2015 it
was exceptionally hot, dljY and windy, with numerous wild fires in the immediate
area. The fire hazard w,s very high and the heavy smoke limited visibility and made
breathing hazardous. ~e Schweitzer area was often under a level 1 evacuation alert
(there is only one road in and out). People did not come to mountain bike or hike
29
and there were very few huckleberries. An August event was cancelled when high
winds destroyed the tents.
Table SBW 4.2.2-12 MMD 2015-2016, 442 ERU's
Date Month total Day / MMD MMD
2015-month gpd Gpd/ERU
16
c;: "'O'' " V V VVV ..JV 1-.i.vv ...,
Dec 117200 31 3781 9
Jan 244900 31 7900 18
Feb 258000 29 8897 20
~....,,...II"'" .... . .-rnr. ..... ii\ A .-: •• 1/0'tUV j .H j :JO':JU I 1.) j 1
Table 4.2.2-13 SBW ADD winter 2004-2015
Year Winter Total ADD,
Usage Days gpd
f
"'""II I 1 [:"...,..., ('\3('\ I 1 51 I LVU"'t LJ/1 1':J ':J .L .L l.U1 JU
2005 1752,000 151 11603
2006 1775500 151 11758
2007 1751600 152 11524
2008 1534700 151 10164
'"1('1"' 'i 11/"l'"l/lf'\f'\ ·-i ·r""·-f /"IO•o-, I LUU':J I .L"'t':JL"'tUU I .LJ.L I ':100.J
2010 1280600 151 8481
2011 1243200 152 8179
-·--· ---·-.
2012 1498400 151 I 9923 I
l I
30
ERU's
.J':J
412
439
439
439
/1".lf'\
"'t .J':J I
439
439
-. 439 l
I
ADV)/
ERUJ,
gp~/ERU
LO
I I
I 27
: 26.7
I 26.2
I
I 23.1
'") "'\ .A
LL,"'t I
! 19.2
I I I
I 18.6
22.4 I
I I
2013 120.3700 1151 7972 439 18.2
I
2014 846800 /151 5608 439 12.8
2015 861300 : 152 f 5667 442 12.8
T bl 4 2 2 14 M I D ·1 D d MDD 2008 2015 a e .. -ax,mum ally eman , I -I Year I MOD
1 1
MOD ERU'S MDD/ERU
j I Day Gpd Gpd/ERU
. 2008 . 12-26-08 22400 439
2009 12-29-09 ' 26800 439
2010 01-02-10 I 33500 439
2011 12-31-11 i 32500 439
2012 12-29-12 29400 439
')(\ 1 ") L.VJ...J 12-31-12 27300 439
2014 12-31-14 25000 439
i
2015 12-31-15 I 16900 442
I
I
From the above tables, the
Average daily demand, ADD winter = 11758 gpd = 8.2 gpm .
Maximum monthly dempnd, MMD = 15839 gpd = 11.0 gpm.
Maximum daily demand!, MOD = 33500 gpd = 23.3gpm.
i
51
61 I
76
74
67
62
57
38
No flow records are avJilable upon which to base an estimate of the peak liour
demand, PHO, within the system.
4.2.3 Current ERU's
' I There are currently 44~ living units that the SBW serves. Approximately 22 living
units have 37 fuH time residents based upon a customer survey.
4.2.4 Demand per ERU
Based upon the produqtion records and current hookups, the maximum current use
per ERU is as follows: !
I
ADD ,r-nu • • -.r-n, .. 4J "6 6 gpd lr-R'' / CK = 1.L / :,o/ '-t L = L . / C U
31
MMD/ERU = 15839 gpd / 442 = 36 gpd/ERU
MDD/ERU = 33500/442 = 76 gpd/ERU
I
In 1978 Welch Engineering of Sandpoint Idaho completed a~ evaluation of the
systems optimum hookups. This evaluation used a higher pJak demand, MOD, of
150 gpd per living unit or almost 2 times the actual MDD. A ,safety factor of 1.5 was
th.an ~rlrl.arl tn th,a 1 r;n nnrl f-n cinr,:::il Mf"1n nf 'J,t;:_nnrt/!i"inn ,.'nit'"' ... '1 a ti""'€<"' +-ha .,,,_,, -----"'-... ,,_ ..., __ :::7t"'-'"''°' "-'1 \wt\.,,11 t ,,._,,...._, VI '-'-.J !:,1t-''-A/I I V ll l!:j \,AI II"" V I t:....,J l.1111 ;;J 1.IIC
actual MDD, This safely factor is very conservative but correlates to peaking factor
multipliers of 2.5. The value of 225 gpd/ERU has been used ?s the basis for
providing water since SBW was established. J
On September 30, 2005 Welch Engineering prepared a SBW ~ystem evaluation in
preparation -0f drilling W3 when them were 412 ERU's on the: SBW system, Reference
5. In 2005 the SBW total water flow capacity was 127 gpm, or 80 gpm if the largest
producing weii, Wl, is taken out. The number of ERU;s that SSW couid serve was:
80 gpm x 1440 mpd = 115,200 gpd
115,200 gpd / 225 gpd/ERU = 512 ERU's
' \/\/< -.l"frforf "),1_ r,nn-, rw 1 r::".? culrliH,._n.,,f C:01 l'r +-" +-hr, COIA/ """'"' ... .-.;1~, T h,... 1-,...1-'"'1 "''"'+-"'~ •• .., en ...... '"'"" ... , ~jJ11 •, v, J..J.J ..,,..u,1..1v11u1 1..1'\.u-> 1..v 1..1 c ~u.vv I...Ot-J0~1Ly. 111c: LVLOI VVOLC:f
available; 150,5 gpm; minus the largest source; Wl 47 gpm; provides water for 665
ERU's.
i
The Spires development used the SBW and Schweitzer Mountain Utility Company
water usage rates to determine their water requirements. Fdr The Spires, DOE
accepted an MOD of 206 gpd/ERU. If the 206 gpd/ERU is used for SBW, then SSW
could supply water to 726 ERU's.
4.2.5 "Unaccounted for" Water I
Unaccounted for water is water lost through leaks in the syst~m. With a current
minimum usage of less than. 25QQ gpd it i.s demonstrated that the loss rate in the
distribution system can be very tovv. 'Nater usage is regularty monitored to ensure
early leak detection. Small, slow leaks can occur. In the spring and fall, when there
are no water customers on the system, the operators evalua~e the pressure in each
leg of the distribution system. Each leg is valved to maintai~ a static pressure; if the
pressure drops there is a leak and the operators look for the ~ource of the leak.
This is easily accomplished because of the limited occupancy at this time of year.
Normally leaks occur either in the unoccupied homes or service lines. Most homes
are only occupied a few weekends a year. Vvlth no one hOiT1e to notice furnaces
shut themselves off when the flue vent is blocked by snow, drafts of cold air infiltrate I
normally warm areas freezing pipes, friends using homes turry off the main electrical
32 i
breaker or leave garage doors/windows open, basement vents are not closed for
winter allowing pipes to freeze, etc. Valve failures, leaking toilets, poor home
ma~ntenance and repairs on plumbing systems have caused leaks in homes, that
when the home ts left urioccupied goes unnoticed for a long period of time.
Routinely SBW sends out a newsletter to homeowners prior to winter season asking
people to check for potential problem areas. The program has been very successful
by creating awareness of the damage that can be caused by water leaks and
educating people to tur1 off their water when they leave, tt1us reducing leaks in
homes. I
Curb stops are another ~pical source of leaks. They are located at propetty corners
that can be near the paved road or stil! in the right-of-way but 20-25 feet from the
pavement. The curb stqp is 5 feet dovvn \Nith a riser to the surface. Usua!!y the curb
stop is about 10 to 15 feet from the pavement. If the curb stop riser extends above
the ground surface the riiser is likely to be hit and broken or pushed over by snow
plows. If the top of th1 riser is buried it is difficult to locate under frozen ground in
an emergency. 1
Home reHef valves and curb stops are also sensitive to water hammers caused by
improper shut off of valves or fire hydrants. Water hammers may cause damage to
home piping or appliances, To minimize the potential for damage, the Schweitzer
Fire District has been inftructed by SBW and IDEQ to not operate the fire hydrants
unless a SSW representptive is present or there is an emergency.
Leaks occur but with this aggressive leak detection program unaccounted for water is
minimized.
4.3 Demand Projections
l
Future demands on thei SBW will depend upon future area served, growth, changes
in per capita consumption rates and other factors. The future population is
estimated based upon past growth rates. Estimating future ERU's along with
estimated future demand per ERU provides an estimate of future SSW demands.
(Low usage appliances and fixtures are required for new construction and
replacements.) /
4.3.1 Planning area
I
i
Dr FO\Nl"er rlevP·lopea· Towns'nip· :::;on .. , __ ,.,.._ n -... -~ , IA/,...,-.+. c,....; .. ,,, Mo.-irli::in C::Prtinn ?O , • • --• , ....1 l'\JUI U 11 r\ClJ 1::JC L VVC~L, uv, . .:n-,.,...,., ,\,,,,l"'""u ,1 ....... --~·-·, --,
Southeast V4 plus Township 58 North, Range 2 West, Boise Me"ridia·n, Section 29,
Schweitzer Village, Bloqk 1 Lots 1 through 7 and Block 2 Lots 1 through 11 (the
Northeast corner of Se~ion 29 on Snowplow road) in Bonner County to be future
lodging sites for skiers to stay on weekends. Dr. Fowler constructed the SBW water
'1'1 JJ
system in the 1960's to serve the lots in this area. To the North is property owned
by Schweitzer Resort that has the ski area and developed housing served by the
Mountain Utility Company. To the West is the Spires develo1;>ment, served by the
Spires Water Company. To the South is The Ridge develop~ent served by the Acme
Water Company. To the East is property owned by Schweitzer resort. The area
that SBW serves is limited to the current area that it serves.
4.3.2 Estimated Future Demand per ERU
The estimated demand per ERU is not expected to change in1 the next 20 years.
There will be a reduction in per capita use as more reduced tater flow devices are
retrofitted into existing homes and installed in new homes that are built to the
Uniform Building Code requirements. The SBW rules and regulations also rnquire
these iow fiow devices. Customers have become much more concerned about the
environment and the conservation of limited resources. This awareness has been
demonstrated by a reduction in the amount of water each hdme consumes. I
I
i
It took 50 years for the number of full time residents to reacln 37. Because of the
difficulty in managing snow (l1igh snow levels in driveways, on roofs and around
hn11c::Pc::) c:hnrt nrn1Minn c:o::ic:nn \/on, ln1A1 tomnor:::ih iroc :::inrl idrv nf r,.., ............ , ,,.,;+-, . ·-----,,, -· ·-· -::,· -· •.• •:, ----~· ., ., -· 1 IVl'W \.,'\,JI' 't-'"""' ULUI '\,J,J UI 1\,,,,1 '""'""'' VI '-'VI 1111 IUl IILY
activities and services, the area served by SWLLC is expected to have a very siow
increase in the number of full time residents or retirees.
4.3.3 ERU Projections
There are single-family homes, duplexes, condominiums and small condo units with
!ess than 400 square feet Most are used as second and third homes. Inltia!!y the I water system was a transient, non-community system, with less than 25 full time,
year round residents. In 2009 the water system was reclassified as a non-transient,
non-community water system. Currently there are approximately, 37 full time
residents with a winter population of approximately 80. Durihg the winter holiday
season the population can increase to 500 to 900 for two to three days. Because of
-:. ,...1-t..-,nnl"'\ ;" +,,""'" ,_..l"'\Fi r·•d.._i"""' ,..~ ,...J"'\l""ll~-.,..1,,:--.,.. ._L,.._._,... __ ,..._ -· ·----'-'· • -.a.,,.,4,._1 -~ -t n""\ U \..1101 l~c; 111 ll I<:; UC:111 llllVI I VI I..VI II ICI..LIVI r::, LI rc:r C: ar C l..UI I c:r ruy O LVLOI UI .LU.)
connections. In 2015 the system was reclassified as a community water system and
in 2016 was regulated by the Idaho Public Utilities Commiss~qn, Certificate of Public
Convenience and Necessity 521 in Commission Order No. 335i43. It took 52 years to
change from a non-transient, non-community system to a cotjnmunity system.
There is no homeowners association controlling the density of housing on the lots.
The Bonner County Planning and Zoning (P&Z) regulations apply to most lots within
the area served by SBVv. The current P&Z regulations require i2,000 sq ft of land
for a home or the first condo to be built, and 3,000 additional sq ft for each
subsequent unit to be built on a lot. Some lots are less than \12,000 sq ft. These are
34
I ... .. . .
grand fathered to one unit. There is an uncertainty about the number of units to be
built because it is base~ upon the square footage of a lot and how owners combined
and/or divided lots to 1hange the density.
Because the Schweitzer homes are second and third homes for the owners,
construction is very dependent on the economy, Many !ots were purchased as
investments, never int~nding to be built on by the current owner. The remaining
lots are the lots that are more difficult, and more expensive, to build on because of
their steeper terrain. /
I
From 1965 to 2015 only 44% of tlie lots were built on, or 442 units. Only 136 lots
remain to be built on. The actua l number of living units can vary as owners combine
or divide lots and obtaih Conditional Use Permits for multi unit dwellings. Current
county building requirements require significantly more ground than was used in the
1 1960's and 1970's. Thi~ will limit the number of multi unit buildings, with most new
buildings being single f~mily. Projecting on the high side, between 2015 and total
build out in 2050, between 140 and 180 additional new living units could be built.
This is a maximum tota:1 of 612.
In the 1980's the Schweitzer Ski Resort developed the Crystal Springs area providing
the first competition to 1Dr J Fowler's housing lots. Schweitzer Ski Resort also
developed the lots ne~ to the Musical Chairs ski lifts in the 1990's and North of the
area served by SBW. Ir the 2000's The Ridge, The Spires and The Trappers Landing
developments all created competition with desirable building sites. Tlie new
developments opened new land area that offer better ski in-ski out, have flatter
terrain, community amenities, etc. The development of lots served by SSW is
expected to show a continued slow down in the next 50 years, certainly slower than
the first SO years. i
I I
Table 4.3.3-1 Development Rate in Area Served by SBW
'"""'~ . .., VIII\...., LJ\.Alll. 1 IVIII\..,,~ UVI II ICI \...VUI 11.Y
built/year Population
I Growth,%
1965-1970 . 170 12
1971 -1980 1161 16 55.3 I 1981-1990 67 I 7 I 10.2
1991-2000 52 5 38.4
2001-2010 [80 8 12.2
2011-2016 13 1 2.4
35
(Bonner County population growth statistics for 1971 through 2010 from the 2014
North Idaho Resource Guide printed by the Bonner County DfHY Bee, June 2014)
and for 2011 -2015 from US Census 8-29-2016 \
Based upon Table 4.3.3-1, the slower Bonner County growth rate, and because the
l"Om::iininn fo1A1 IAtc ::ll"O 110n, ctoon 110n, ovnonch,o tA h, lilrf nn 1A1ith m.::in\/ nthor l\.,,,,111\,Aflttll!::J l\.,,,rVW '"""*-" '""''"" ·'""' 1 ..,"'"""""'t-'T ·"""' 1 .....,,,..., ......... ..., •• _ "''"' ..., .......... """'' ... , .... , ···-··, _ .... ,,_,
desirable, cheaper lots to build on, the projection for home construction rates from
2016 to 2050 could be as high as 5 homes per year or a total of 170 homes. If
2050 is considered as the year when total build out of the ar1a served by SBW
occurs, then there would be a total of 612 ERU's. I
Table 4.3 .3-2 Number of Projected Total Hookups
In Years
2015
2020
""'l"'\""'17'\ L.U.JU
-.1'\AI'\ LV"tU
2050
Total Projected
Hookups
442
461
r-•• :>11
561
612
' The water sources, minus the largest producing source, can provide water at 103.5
gpm (149040 gpd), If the demand were 225 gpd per ERU; t~en 662 ERU's could be
supplied water. This is greater than the projected number of 612 ERU's in 2050,
build out. Considering all water sources, the SBW has a water availability safety
factor of 1.6 to account for the uncertainty in the projection df future growth.
I 4.4 Year 2020 and Build-out Demand Projections
Although these projected water demands are vaiuabie for pianning, they are
estimates based upon numerous assumptions. If the population grm,vth deviates
significantly from the projected annual rates, demands will be higher or lower than
predicted. Unit demand patterns might also change and inflJence water needs for
the community. Therefore, the projected demands should b~ compared regularly to
actual demands. The timing for recommended improvements can then be adjusted
as needed.
Total 2020 and 2050 build-out projected water demands are ?ummarized below.
The Peak Hour Demand (PHD) condition represents the maxit,,um volume of water
delivered to the system during any single hour, during the y~ar. From Reference 5,
36 I
the PHD is calculated as
PHD, gpm = ((MDD/14~0) (C x N + Fl)+ 18
I
Where
M[)[) = 7Fi nnrl/i=Rl I (frnm ~Prtirm 4? 4'\ . ·--. -::u··-, ----\". ''." .. ----·-" ··-· . .,
C = Coefficient associated with ranges of ERU's, 1. 6
N = Number of ERU's I
F = factor associated w,th ranges of ERU's, 225
i
PHO in 2020 (46+ ERU's) = 69 gpm = 99360 gpd
At Build-out 2050 I PHO in 2050 (61? ERU's) = 82 gpm = 118080 gpd
i i
The MMD in 2050 (baseti upon the SBW actual MMD usage of 36 gpd/ERU) = 612
ERU x 36 gpd/ERU = 22032 gpd
The MOD in 2050 (based upon the SBW actual MOD usage of 76 gpd/ERU) = 612
ERU x 76 gpd/ERU = 46i512 gpd.
I I
The SBW water sourceslprovide 150.5 gpm, or 103.5 gpm (149040 gpd) with the
largest source removed. Thls supply supports the PHD in 2050 wltl1 612 ERU's
without drawing down the reservoir capacity. As an additional safety factor, SBW
has the 246,000-gallon reservoir capacity.
4.5 Reliability
The SBW has four wells. Even with the largest well out of service and supplying the
MMD, the wells can replenish the fire suppression storage in 21 hours.
Time to Replenish Fire Suppression Water =
(FS x 120 min)/ (Well total -highest well-MOD) (60 min/hr) I
Where:
FS = Fire Suppression rate, 1000 gpm
Well total = Total \Nell Production, 150.0 gprn
Highest well = highest producing well, 47gpm
MOD = 11 gpm (15839 ~pd)
I
With the largest source put of service, the remaining water sources produce 149040
gpd (103 .5 gpm), significantly greater than the ADD of 16,279 gpd for 612 ERU's.
'1 '7 .) I
The local electrical service provider, Northern Lights, provides re liable power to
Schweitzer ski area through two main distribution power Jjne$. However, Jong-term
power outages can occur. SBW has two portable power gen~rators that can be used
to operate well pumps during an outage. A long-term outage, requiring operation of
the generators, is unlikely due to the large storage capacity qf the system. The
::1\//:lrAnA rt~il\1 IMintAr rfAmAnrl ( bf'lf'l1 ic: 117t;Q r,nrf \11/if-h nn ri11mnc: ri 1nninr, f-h.:::> m::iin """• -• w:,-'""-It 1 • • •• , .. _, --• 1 ,.._.t '""" \' u .. ,, ..... / ,.., .I...._ I ,JV '!::Jt-'\,,,t' WW 11..1 I I IV t-'\o,,111 If'-'""" I"""' ti JII l~f t..t 1'-" I 111,,,ftl I
reservoir capacity of 246,000 gallons minus the operating capacity of 14,000 gallons,
would allow the system to provide water at a safe operating pressure for over 19
days. If there were an outage for this length of time, the trar,sient population would
leave Schweitzer and return to their primary homes. i
SBW has conducted emergency drills -and regularly tests the portable generators.
SBW has never needed to provide its own power during a power outage emergency.
4. 6 Water Storage Projections
i I
All five reservoirs are gravity fed -they do not require electritity to operate. All five
reservoirs can be valved out individually while continuing to provide service.
The five reservoirs total capacity ls 246;000 gallons, This storage is sufficient to
provide standby capacity of 14.5 times the ADD for 612 custqmers. This is much
more than the recommended capacity of 2 times the. ADD. I
I The minimum required standby capacity volume of 200 gpd/ERU for 612 ERU's is
122,400 gallons. The 246,000-gaflon capacity of the five reservoirs exceeds this
requirement.
Section 5.0 Water Quality and Regulations
Annually the IDEQ issues required sampling analyses for ssJ, which are available on
their web site. The SBW has complied with all sampling requirements.
The SBW has two high quality sources of ground water that are summarized in Table
5.1 below. The upper source consists of water from Wl, W2 1and W3. The lower
source is water from W4. i
I
Table 5.1 SBW Ground Water Analyses l
Parameter I Upper Source Lower Source
Tag E0005575M Tag 000000012507
I
PH 6.8 6.8 : I I
38
soc ND ND I voe ND ND I
roe, Phase II and Nb ND
V
Arsenic ND . ~---... -. r ·-'
Fluoride 0.4 mg/L
i
Sodium 3.~3 mg/L
Gross Alpha ND ND
activity
Radium-228 ND l 0.004 pCi/L
'
Nitrate
Nitrite
The distribution system was sampled for lead and copper in 2009, 2010, 2011, 2012
and 2015. The maximur'.n lead level was 0.007 mg/L. The lead Action Limit (AL) is
0.015 mg/L based upon ;goth percentile level. The maximum copper level was 0.79
mg/L. The copper Actioi Limit (AL) is 1.3 mg/L based upon 90th percentile level.
The SBW currently colle¢ts a monthly sample for total coliform analysis from six
locations in the dlstributibn system.
Tht:l ::an::ah,tir::al rt:lc:1 iltc: "f tht:l C:R\A/ 1A1::att:lr c:"11rrt:lc: c:hrnM tht:l IA/::ltt:lr ic: "f ::a hinh n11::alih1 ''''""' \,,,111""''1""''"""""' ...... ...,'-"'"''"" ....,, ""''"" ....,, ........ ··~"""""' ...,....,"", ___ ..., •• ..., .... ""''-··-.. -· ·-"'' ""'•••::,•• ..-.-~, ..... ,.
Section 6.0 Water Supply Recommendations
I i
The combined productio~ of 216,720 gallons per day (gpd) exceeds the current
maximum day demand (MOD) of 33,500 gpd. Even with the largest water source out
of service, the well production is 149040 gpd; sufficient water is available to meet
the MOD. The water supply exceeds the MOD by 4.5 times.
Section 7.0 Water Distri~ution System Evaluation
I 7.1 Water Pressures and Flows
Tht:l C:R\A/ c:1,c:tt:lm 1A1::ac: rit:lc:innt:lrl in tht:l 1 Q{;()'c: v,,ht:ln tht:l minim, 1m ::allrnM::ahlA C:\/C:tAm Ill""....,,._,.,.,, ...,7...,'"-"-'111 .. ,, ..... ...,, ,.,.--....,,l...,l!::711 ...... _ Ill ... ,,_ ..&..J'-'-.... YVIJ-11 ""I I ..... 1111111111 -l l l Ull....,.,l'V_I_ -,-... -t l l
pressure was 20 psi; thl~ was used as the criteria for the design. TtTe system is
pressurized through the ruse of gravity. The reservoirs were located a minimum of
50 feet above their first tervice connection, providing a minimum of 22 psi at the first
service connection. The! customers have had their same pressure since their home
10 ..,.,
was buiit or since they moved into it so they know the pressure to expect.
Customers further down the main line are also further downhill and have higher
pressures.
As discussed in Section 3.1, each pressure zone is maintaineqi between 20 and 80 psi
with the use of pressure reducing valves. This keeps the noimal operntlng pressures
within thP rlPc:irPrl r;:inrn~ ;mrl nrntPrtc; ::in;::iinc;t nvPr nrpc;c;11ri7;::itinn if nnP nrpc;c;11rP -··-····· -··-----·--· ·-···.,1--···-· ,----------·.,1-····---·-· ,------···--·1-·-·· .. -··-,--------
reducing valve fails, i.e. the pressure zone should not exceed 100 to 110 psi.
The SBW has an aggressive multistep approach to maintaining the system pressure
and detecting leaks. !
1. The system is monitored multiple times a week by wa~er operators physically
viewing t he tanks and visua11y confirming that the system is operating
normally.
2. The water operator reads the water meters, calculates the water usage, I
compares water usage to the occupancy of the reside~ces and determines if
the usage is appropriate for the occupancy. I
J. As a minimum, weekly water operators drive all roads 'on the system and walk
' c"mo ~.-o-:::::.~ l/"\l"\l,inn fnt"' 1 ,n1 ,~, ,~I 1A1~+-o..-rl"'\m in,.., r\1 1.f-"'f +-ho. n ... n, 1l""lr-l I"\..-,uo.+ rnn+.t""' ...:v; 1 :\.... ;;..:: -__.:...: ;vv1""'-n •:; 1 v: u, n . .1..;uu: vv~;..~: ~v:: ::: :::; \..."u;.. v: :..: ~~ ::;: v;,..:: :u v: ~ ... ~~ ~;..lv~.;;::,
i.e. they are not natural springs. This drive/walk is more frequent during high
occupancy times. l
4. Twice a year, when occupancy is low in the spring anq fall, individual legs of
the system are isolated and the pressure evaluated . Very small leaks can be
detected this way. Toilets that are not fuliy shut off can be and have been
detected, found and corrected.
When it is first noticed that there might be a leak, the SBW has a planned approach
for investigating water loss. \
40
i
1. Reservoir levels are measured and recorded with the time. Thereafter,
periodicaiiy the ievei and time are recorded again. The rate of water use can
then be calculated.
2. Meanwhile, the pressure reducing valves are monitore~ to determine is any of
them are passing more water than usual. I
3. As indicated by water use at a pressure reducing valve, where more water is
being used the main, curb stops and under, around and below condos/homes
(new ones in particular) are visually inspected for water.
4. With the leak listening device the suspected area is surveyed for sound of a
leak until the sound is the highest over the leak. !
\ ! i
!
5. When the elevation of a suspected leak is approximated, and the system
pressure there is known, then knowing the leak rate the diameter of the leak
(and possibly pip~ size) can be estimated.
6. Outside leak detettion experts, i.e. Leak Masters or the Idaho Rural Water
Association, or local water system operators are contacted or hired as
necessary.
7. The SBW owns their own back hoe's and keeps them in a state of readiness
(maintenance, repairs, chains on/off wheels, etc.) to move snow and dig holes
to repair leaks. \
! i
Actually finding a leak can take from minutes to months or years depending upon the
rate of water loss, location of the leak and travel path of the leaked water (appearing
above ground either close or far from the leak source or below ground and never
reappearing ). As the system integrity has improved, very few large water losses
have occurred in the las~ ten years. System depressurization can occur during ,
repairs if a portion of th~ main is valved out, i.e. the system pressure falls below 20
psi. If this occurs, the IDEQ will be notified, customers are notified and the IDAPA
58.01.08.552.01.b.iv requirements are followed. Finding large leaks could be
rl.otPrtPrl c:linhth, c:nrmPr with inc:t:::ill:::it irm nf :::i mnnitnrinn ;mrl nf"ltifir::itif"ln c\/ch:~m tf"I ---------•":::J'''""'/ ---••-• r"'"'11 11•-'--''""''-'VII ¥1 -111VllllooV1111~ \wlf lU lfV\,,1 11 ..... \.All,.IVII ...,,....,1,.'\,,,,11 ,1 i..V
provide direct and remote readouts. This would reduce personnel requirements and
identify changing system1 conditions in real time. The owners are researching
available monitoring syst~ms appropriate for the SBW system (there is no power
near the pressure reducit,,g valves). The monitoring system would provide faster
information to better evaiuate and respond to system needs. Winter weatl1er, lack of
power in man holes and the mountainous terrain hindering communications have
made this difficult. Main ilines have blow-out valves and can be flushed at velocities
exceeding 2.5 feet per s~cond without the pressure falling below 20 psi.
I
Most leaks are small leaks. Some leaks occur in unoccupied homes and condos. Curb
stops fail in a variety of ways because they are susceptible to pressure on them from
several sources. Curb stbps are affected by large snow plows driving over or
n11c::hinn nn tht=> r11rh c::t-nn h\f tht:1 frt:1t:17inn ::tnri th::11Minn f"lf nrf"l11nri ::ir"'1 1nrl r, ,rh ct"''"'" ,....--·····:, -·· .,,.,, ___ ,.., -"''-'t'f IJ, "-'''-11'""'-"-'''-::1 \,,,Ill"'"' \,,11\a,,IYYIII~ VI ;:,1vv11u u,vu1n • .1 \,.,\AIU J\.Vt,.IJ
and by the gravity effect on soil and rocks around curb stops. Some customers
leave water running to pr:event freezing and some have toilet valves fail. All
customers are requested jto not leave water running and to turn their main water
shut off valve off when t~ey will be gone for more than a few days and close their
basement vents in the fall. They are annually reminded in the fall quarterly customer
advisory.
7.2 Fire Protection Considerations ! i I I
When the SBWLLC wateri system was designed in the 1960's its purpose was for
residential use. The syst~ms design was to the standards for the State of Idaho
41
during its planning, construction, development and operation. The system continues
to meet state standards today. The original water mains and pressure reducing
valves have been maintained and continue to operate within fhe DEQ requirements
today. \
I
The water system is in a rural area and serves single family homes and
condominiums. !'Jo commercial activities are supplied by the 'SB\AJ system. In 1990
the system was evaluated for fire flows. The evaluation determined that fire flows;
as per the national fire code, could not be met with the systeris design.
Prior to installation of any fire hydrants, the SBWLLC wrote il 'to its Rule and
Regulations that the system could not meet the national fire odes and only provided
water for domestic services. At the request of customers, th SBW system did allow
private home owners and condominiums to install fire hydrants. These fire hydrants
were installed and are maintained at the expense of the owners.
The State of Idaho Insurance Rating Bureau (ISRB) determin
1
ed that the SBW system
did meet the requirements for water storage and operational 1water recovery. The
ISRB credits fire hydrants with a flow greater than 250 gpm 0r more, which was well
within the SBW system capability. This reduced the areas fir~ rating from a 10 to a 5
~f""'\,.-1 t-f"\At 1rt"\l""I +-hl'""t ,...l"\r+-f ,u,• Fi ... l"'\ it·H .. 1 1..--:'!it'"'\,.../*\ 0111.1 11;;;\,.IUI...CI.I LI IC 1...V.:>L IVI 111 C 111.:>UI 0111...C,
7 .3 Looping Distribution Mains
I Some of the SBW main lines are looped. There are two loca~ions that have not been
fully developed by the property owners. Dead end mains terminate at each of these
locations. Future expansion of the distribution system would include two additions
of main line that would interconnect pressure zones and provide more looped main
lines. Pressure reducing valves will be required at each of these locations.
Construction of these mains will occur when the owners dev,lop the land.
7.3.1 Connecting the NWP Pressure Zone to the TM Pressurei Zone
The land betvveen the NWP and TM zones ls prlvately ovvned and has no servlce
connection. The landowner has planned a multi building project and has an
approved Conditional Use Permit (CUP) with readj ustment of1the lot lines. When the
landowner finalizes the number of buildings and building locar!tions, a water main and
service connections can be designed to facilitate the project. This main will then
connect TM and NWP zone through a PRV station, thus looping the system. This
should add redundancy and improved fire flow to the TM pressure zone.
7.3.2 Connecting the Ullr Pressure Zone and the TM Pressure Zone
I
Currently the majority of homes and condos on Snowplow ro~d are accessed off
i 42 '
Parallel road. The paverment stops at 205 Snowplow (Elkhorn Condos). The other
end of Snowplow, acces~ed from Schweitzer Mountain road, provides access to 385
Snowplow. Between 20i and 385 Snowplow the lots are privately owned and the
road is unpaved, undeveloped and not accessible in the winter. When it is desired
to develop this section of road a main would be put in with a pressure reducing
station to connect the Ul!r zone and TM zone, thus looping the system. This should
add redundancy and improved fire flow to the TM pressure zone.
I
I
Section 8.0 Capital Impr~vement Program
I I Following are six capital ;improvements that the SBVv is considering. They are not
prioritized and are re-evaluated each year.
8.1 Reservoirs Capital I~provements
I
All reservoirs and buildirigs were built or rebuilt in the 1990's and 2000's so they are
in good condition. RegLlar maintenance, inspection and evaluation are performed
every year. Although the metal roofs were redesigned for 200 pounds per square
foot the winter conditions can vary greatly year to year and cause damage.
Inspections and evaluations provide an understandjng of the need to repiace the roof
or other building comporent prior to the failure of that component.
8.2 Source Water Prote}ion Capital Improvements
Although the water sources have low contamination potential, continued acquisition
of surrounding property: to prntect source water '.Ni!! provide a greater barrier
between potential contc!minates and the source water.
I
8.3 Water Source Redupdancy Capital Improvements
i
Current water sources and production exceed all demand requirements; even at build
out ln 2050. Due to the harsh winter conditions and difficulty in repairing and
replacing failed equipment in the winter, additional source redundancy can be
achieved by adding anqther well. SBW has already started this process by
identifying potential sites on property that has been recently acquired, obtaining a
water license for additi~nal water and completed a hydro geological survey of the
potentia, sites. '
8.4 Monitoring and Notification Capital Improvements
A monitoring and notifi~ation system could be added to provide direct and remote
readouts. This would rieduce personnel requirements and identify changing system
conditions in real time.! The monitoring system would provide faster information to
43
better evaluate and respond to system needs.
8.5 Security Capital Improvements j
I Signs are on all buildings warning that it is a federal offense to tamper with the
water system. In the future a motion activated security sysfem will be added with
ml"\r,if•f"'\t"inn r~r"\o"'\f"\t"'~«-' +-I"\ '°'i,-.,...,-,,1 ,.,. .... ,..,..,, , ,,...~....,""1i .... _...
11 IVI 11\.VI II I~ ... u, 11,;;;1 O.> 1..V u 1;:, ... uu1 a~c: VOi IUOll::>111,
8.6 Distribution System Capita! Improvements
'
Two properties are still to be developed that effect the loopi~g of the water system.
, In two separate locations, dead ends on the water mains will: be connected. To
facilitate joining of two different pressure zones, each of these connections will
require pressure-reducing valves to be added at the system. i When the landowners
of the properties decide to develop the property these connections can be made.
8.7 Funding Source for Capital Improvements
Funding for all of the above capital improvements will be provided by the owners.
44
1008/13 I Water Rig ht Report
Sct\weitzer Basin Water LLC I
Facility Pfan December 2016 I
Attachment 1. Idaho \Nater Right 96-70321
)"-
IDAHO DEPAR1MENT OF WA11f RESOURCES
Water Right Report ,
10/28/2013
WATERRIGHI'NO. 96-7032
Owne 1ype N me an~Ad4ress
~~~~~INWATERCOINC
jP0BOX772
lSAGLE, ID ,83~772
,[phone]
Original Oj GRANT F GROESlfOCK
SPOKANE, WA 99i201
Original Owne jR L FOWLER
IRTI
SPOKANE, WA I
Priority Dat.e: 04/24/1969
Basis: License
Status: Active
Source Tributary
SPRINGS SCHWEITZER CREEK!
I
I
Beneficial Use !Fromj To 1Diytqrsiou Ratel Volume
COMMERCm(l/Ol 12/310.1 C:FS 6.2 AFA
OOMESTIC j1101 12/310.27 ICFS 95.4 AFA
Total Diversion ! 10.27 CFS
1/3
..
Wat1!r Rigtt Report
dtion ofPoint(s) ofDiversion:
SPRINGsjswsEjsec. 2o!Township 58N(Range 02W!BONNER County
Licensed Diversion Capacity. 0.27
P1ace(s) of use:
P1ace ofUse Legal Description'COMl\.IBRCIAL same as
Place ofUse Legal Description: DOMESTIC BONNER County
I
Tmubip Ranre1Sectio~Lotjll:B.djl.AcresjLo~ Im£!· Acn81lLo~ TraetljAcre1 ~
58N 02w 120 1 jNESE, 1 jNwsE . jsws~I lsESEj
I
Conditi>m of Approval:
1.112 P/D IN sws~ S20, T58N, R2W.
Dates:
Licensed Date: 01/30/1981
Decreed Date:
Permit Proof Due Date: 9/1/1973
Permit ProofMade Date:
Permit Approved Date: 8/12/1969
Permit Moratoriwn Expiration Date:
Fnlargemmt Use Priority Date:
Enlargement Statute Priority Date:
Water Supply Bank Enrollment Date Accepted:
Water Supply Bank EnroDment Date Removed;
Applicati>n Received Date:
Protest Dead1ioe Date:
Nuni>er of Protests: 0
Other Information:
State or Federal:
I I
I
I
I
i
I
.. ---L .. ~
State of Idaho
Department of Water Resources
WATER RfGHT UCENSE
Uccnse or Water Kli;ht No. r 96-7032 Priority April 24, 1969 A1Ro11ftt .27 -CfS
THIS IS TO C~RTIFY. that GRANT ·E' GROESBECK & RI l. FOWLER
or Spokane. Washin~ton . • has complied with the tenns and conditions or Permit
No. 96-7032 issued putSIWil 10 Appllc:ilior. for P;ooil d:i1ed Apri 1 24 1 l 969
and has submitted proof to J Dcpartmul of Water Resources oo _...,J:.iui:.:1.l'·y_2::;4;:.;aa...:.l-"9:..;78=...-_____ _
!hat be 1w applle4 water to • benclldat use; • examination by lhi= Dcpanmenl illdlc:ates that the works haft a
Qpaclty for lhe diversion oJ • 27 c.fs. of vnti=r from ---Saqp.,d~n'l!lg""s; ______ _
tributa<y to ..... · ,.........,.""-"...,._'+-'.....,,=----, and lhat tile permit holder has applied to a beneficial. ine an.·
established a r(&hl to use wat r as follows:
T'VICP. Range
. . i 1NE\fl NWV. SW. ... /_.: SE\11 ·• ~ I J --.. • ructi· I .!n.,. $,WV, :SE"' NE'!< !'ffi' SW'I< ~E:"" NE'io jiWS \iW-.. ;.e;,i; rti.;_t: {G/,1.t,t· '$\'I\I fE\<
Totm
·.,,.... ,, ~ ....... _ ... "'· .
.-. X "-X • /.,.X--t-.... X-+----
~ < ··t ; .// -~r.
,,/ .
Toc,J IIUlba ohaa lnfpled ___ _
REMARKS: use= 36 unit motel & cafe.
I I . .
NOTE: Modif!Clltior$ to or variance from this Beens, must be made within the limits of Sect.Ion 42·222, Jlt,lto
Code, or the appllcabJe ~o Law. Tbl.s l(gbt may be forfmtcd by ftvc years Qf non-vs •.
11le right to the US8 of die water nby C11111firmed Is ~ and apparteaant to the Jaads or pJaoJ of use
herein described. as-~ by the bws of Idaho. ·
Witness the seal ullll signature of fhc Dim:tor, affixed at Boise, Idaho, l1rls -..20 da of
J~nuhry · • 19 ~-
t
•
l 1. Milp of proposed proiech
T58~ R.2W 13..M.
t
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._ 1a2&'13J W. Rlgtt Report
Schweitzer Basin Water LLC
Faeirlty Pran December 2(}16
1 Attachment 2. Idaho water Right 96-8541
I IDAHO DEPARTMENT OF WA~RESOURCES
Water Right Report I
10/28/2013
WATERRIGHTNO. 96-8541
Owner 1ype Name and Addres~
Current O SCHWEl'IZERBASIN WA1ER co INC
POBOX772 I
SAGLE, ID 83860-0772
j(208)265-8953
Priority Date: 10/20/1988
Basm:Lceme
Status: Active
Source I Trlbutacy
SPRINGSjSClfWEI'fZER C.
i
WIWDWLKilleJ Yebawe
144.8AFA
Location ofPoiat(s) ofDiversi>n:
'
SPRINGSjSWSWS~Sec. 20ITowmlq> 58NjR.ange 02wfBONNER County
Place(s) of use: Laixe POU Info
Conditi>ns of Approval:
1/2
Waer Right Report
1J128 lace ofuse i; within the area served by the public "'ater supply~ ID109124 ofSdtwe.ita" Basin
aterCo Inc. The place ofme E genera)lytocated within Section 20, Township 58N, Range 02W.
2_ 180 A_map depicting the pJac~ of use boundary fur this water right at tpe tire of tlm approval E attached to
tlm docurrent fur ilklstratton purposes. 1
3. 004 Ire fiSU8IICe of this right does mt grant any rigbt-of:way or easeiimt across the land of another.
l After specific notification by the Department, the right holder shall ;install a suitable measuring device or
4.,0lM shall enter in1D an agreement with the Department to m;e power records to detennine the mmunt of
I water diverted and shall amruaDy report the infurrnafuri to the Department.
Dates;
Licensed Date: 01/26/2009
Decreed Date:
Permit ProofDue Date: 3/1/19-96
Permit ProofMade Date: 3/4/1996
Pennit Approved Date: 2/17/1989
Permit Moratorimn Expiration Date:
Enlargement Use Priority Date:
Enlargement Statute Priority Date:
Water Supply Bank EnroJJment Date Accepted:
Water SuppJ;y Bank Enrollmmt Date Retmved:
Appbfun Received Date: 10/17/1988
Protest Deadline Date:
Number of Protests: 0
Other Infbnmtion:
State or Federal:
OWner ame 'Comector:
Water ~t Nmnber:
Generic Max Rate per Acre:
Generic Max Vo~ per Acre:
Civil Case Nuni>er:
Okl Case Nmmer:
ecree Plantifl:
Decree Derendant:
Swan.Fam, Trust or Nontrust:
Swan F~ Disrlmsed:
DLE Act Nurmer:
Cacy Act Nurrber:
J\Aitigation Plan: False
I Close l
www.ictK.idaho.g~ig~eportA.tasp?BasinNumer=98&SequenceNllri>er=8541&splitSulll~ &T}fl8WalerRlatt=True
Page 1 State of Idaho
Dep&rtm nt of Water Resources
Water Right License
WATER RIGHT NO. 96-08541
Priority: October 20. 1988 mimum Diversion Rate: -o.20 CFS
Maximum Diversion Volume: 1414.8 AF
It is hereby certified that SCHWEITZER BAStN WATER CO INC
P0B(\>Xn2
SAGLE ID 83860-0m has complied with the terms and ·
conditions of the permit, issued 1pursuant to Application for Permit dated October 17. 1988; and has
submitted Proof of Beneficial Use on March 04, 1996. An examination indicates that the works have a
diversion capacity of 1.6· cfs Of water from:
SOURg
SPRINGS Tributaty: SCHWEITZER CREEK
!
and a water right has been established as fotlaMs:
BENEFICIAL USE PERIOD OF USE
MUNICIPAL 01/01 to 12/31
LOCATION OF POINT(S) OF DIVERSION:
DIVERSION RATE
0.20CFS
ANNUAL DIVERSION VOLUME
144.8AF
SPRINGS SW%SV\f1/45E1h Sec; 20, Twp 58N, Rge 02W. B.M. BONNER County ·,
CONDITIONS OF APPROVAL
1. A map depicting the place of use boundary for this water right at the time of this approvat is attached
to this document for illustration purposes.
2. Place of use is within the area served by the public vater suppiy system ID109124 of Schweitzer
Basin Water Co Inc. The place of use is generally located within Section 20, Township 58N, Range
OM.
3. The Issuance of this right does not grant any right-of-way or easement across the land of another.
4. After -specific not.if.cation by 1he Department. the rlght.hotdef .shall ins a suitable me srmg
device or shalt enter into an agreement with the Department to use power records to determlne the
amount of water diverted and shaft annually report the information to the Oepartmsnt
This license is issued pursuant~ the provisions of Section 42-219, Idaho Code. The water right
confinned by this license is subject to all prior water rights and shall be used in accordance wilh Idaho
law and appricable rules of thj!_ Department of Water Resources.
::f"'-\
Signed and sealed this~ day of ~· , 2009. I / n . · L ; 0 ,..,/1 ,r::J·,a PJ -, ~~'~
DAVID R TUTHILL.~~ _/: ~
Director
--.
I
I
;W..~R;;:.lg::tt;Repcrt=-------------
Schweitzer Basin Water LLC
Facility Pfan December 2016
Attachment 3. Idaho Water Right 96--08 67
i IDAHODEPAR'IMENTOFWAnplRESOURCES
Water Right Report '
10/28/2013
WATERRIGHfNO. 96-8567
Owner 'bPC Name and Address I
Current SCHWEITZER BASIN WATER CO INC
POBOX772
1SAGLE, ID 83860-0772
J(208)265-8953
Priority Date: 08/09/1989
Basm:Lcense
Statm: Active
Source. jTdlJutacy
GROUNDWATER/
Benetldal Use fa...A:0£=-! Tu lDIYenion Ratej Volume
COMMERC 12/31 lo.tcFS 12.4 AF A
OOMFSTIC 1/01 12/310.18 CFS 130.3 AFA
Total Diversi>n 0.18 CFS .
Location of Point(s) of Diversion:
GROUND WATERjSWSE!Sec. 20jTownship 58NIRange 02WjBONNER. County
Llcemed Diversion Capacity: 0.18
1/3
/ .I
,,//
fte(s) of use:
'tNlllEr Rfgtt Report
Place ofUse Legal Description: COMMERCIAL BONNER County
Place ofUse Legal Description: DOMESTIC BONNER County
Condmm of Approval:
; I
1.{004,jThe is~e of~~ does not~ ~rigbt-o:f.way or eas~ across the~ of~. .
2 1 ~e poinls of divers10n are located wilhin SWSE, S20, T58N, R02W. Co=m.l JJSe m fi>r a 36-unil
· t.el and restaurant. Doiresti: use is fur 258 horres. , . . . . . .
Dates:
Licemed Date: 11/02/1994
Decreed Date:
Permit ProofDue Date: 12/1/1990
Permit ProofMade Date: 10/2/1989
Pennit Approved Date: 11/21/1989
Pennit Moratoriwn Expiration Date:
Enlargement Use Priority Date:
Enhu'gement Statute Priority Date:
Water Supply Bank Fnrolkmnt Date Accepted:
Water Sq,ply Bank. Emolkrent Date Retmved:
Application Received Date: 08/09/1989
Protest Deadb Date:
Number of Protests: 0
Oth:r Infbnmti>n:
Srat:e or F ederaJ;
Owner Name Connector.
Wat.er District Number:
Generic Max.Rate per Acre:
j • •
I.
VMW.l<MI' .lc:Wng~igl1RepartAJ.asp?BalnN\111J81'=98&Sequn:eN\111J81'=~~ &TpWaitlllrRigtt=Trw
-
"~
Prior:ityi
State o'I idaho
Department of .Water Resources
W~TEIJ}Rl~HT. J.l~l;N$E I . , , ., .; . ... . ,
Augus.t 9, 1989
1'ATBR RIGH'l' NO. 9,~08567
Maximum_Diver.sion .Rate!
Maximum Diversi9n Volume:
This ~s to certify, that S~ITZER BASIN WATER co
0 .18
130.3
CFS
AF ·
206 B~KOOR S'J: · j
RICHLAND WA 99352 1 has _complie_cl with the terms and conditions I .-• ; • of the permit , issued pursuant to Appl~cation for Permit dated A~gust. 9, 1989; and
has submitted Proof of Beneficial Use on October 2, 1989. An examination indicates
that the works have a div~rs~~P capacity of .180 cfs of water from a GROUNDWA~ER
source, and a water right'!as~· een established as follows:
BDBFICIAL USB ~ F USE RATE OF DIVERSION j ";-~ ;-~ . ANNUAL VOLUME
I . · . . ,,a~il.+o 12/31 ~ Y!•t·{_ ~~ ...... f;.~.,...,,..tPJ?:/01 t~:;12/31
~~?-[~~tt~~i-;1r
'.i..., ·--·-... '-"1>.i~,. )Totals ~ ~~~'"' '\ %
COMMERCIAL
DOMESTIC
0.10 CFS
0.18 CFS
0.18 CFS
2.4 AF
130~3 AF
130.3 AF
~ 4i:~~~. '-\ "''l'.;,.~~t~
LOCATION OF '.POI.NT(S) OF DI~R~!.C>,!:~:c:; t -~~<•· SWSE
}
}' ~t'.."'1·:..:;,;; £·,:-•
sec. 20 t Township 58N, Range 02W
BONNER County
· PLACB OF USB:
TWN RGE SEC
58N 02W 20
PLACE OF USE:
TWN RG~ SEC
58N 02W 20
~;;.:~"'~1: A r~~;-.f fitti!.V ·•-=.;,;~ -'" ~ COMMERCIAL . · .-... .~.J.•~;' -4/~.
"' NWs:g . ..,,,..""
~ . \
DOMESTIC I \
'\ ·.,
NE~E \
$ESE \ \
~.
~Or'.J.:~ ":i;.C .,"$ ~ "~ 1~ ~r~~~ ·~ 11 ~,"J.~-S~ it 'I/· r:.1~1~.¥1 l~ . ~t,}
··-_._.f~}:~\ 1~ SE:J'~ -.:~ ;;J-. ff: .. ~ ~:~·f J~ :.~~· <. ?t·
. ·fiiitl~~ ·(i::.k[~~ I firt'ei:f~i~ th'e~maxlmum
SWSE
.t;c,;:::.·':.~ :.t:..:.:'~;;;;_¥\ -r..: m,a~ bei~~~rte%,,\~ually from the
source under this right. use of water confirmed by this
.right is .limited to the amount which can actually be beneficially
used. The maxirilum diversion volume may be adjusted to more
accurately desc~ibe the beneficial use or to implement accepted
standard~ of diyersion and use efficiency.
2. This water right is appurtenant to the described_ place of use ..
3. This right is subject to all prior water rights and may be
forfeited by f i ve years of non-use .
4 . Modifications to or variance from this license must be made
within the limits of s.ection 42-222, Idaho Code, or the
applicable Ida~o law.
5. The issuance o~ this right in no way grants any right-of-way
or easement actoss the land of another.
6. Three points of diversion are located within SWSE, S20, T58N,
R02We ,
7. commercial use, i s for a 36-unit motel and restaurant.
CQNP:t;I. S/IWIJl.lUtS t
State of Idaho
·Department of Water Resources
WAtER RIGHT LICENSE ·
I WATER Rl:Gll'l' NO . 96-08567 1
8. Domaatic use is-for 25-8 homes.
This license is issued pursuant to the provisions of Section 42-219, Idaho Code.
d , :?AJ-D Witness · the seal an sign·ature of the Dir-actor, affixed at Boise, this £
day of Na V <;'.hj f? €4-, 19:!¥-. ;
R. Keith
• I I
I
I ' ftHlt llJ:Gll'l' BO. 9t-08St7
~ p. ii.i
MmdRW Di~ aat:e:
Maximum J>iveraion Volwaai
o.1e ·en
130.3 Al'
Thie ia to certify? that SCIJWBITDR BASI11 BDR co
206 UOADHOOR ST )
llICRLAIID 11A 99352 ha• complied with the tema and condition11
of tbe per:mit, issued pursuant to Application for Permit dated August 9, 1989; and
has submitted Proof of Beneficial use on October 2, 1989. An ex:aminat~on i.ndi.cates
that tl2e works bave a dive.nlion cap!'lcity of .. 180 cfs of tffiter from a ~
.. eouree, .. ~ _a ~~t~r .~tg~~ b~.it J~s~n. establi€Jhed am foll~: _ . . __ ... ____ .
111RJPil11 VII
OOKIIIRCIAL
DOMBS'l'IC
01/01 to 12/31
01/01 to 12/31
0.10 CFS
0.18 CPS
2.4 'AP
130.3 Al'
130 .. 3 AP
Jn9GPU91 Of l9Pil(I) ti' PYD1S¥M'! SWSE , sec. 20, '1'own8hip 58N, Range 02W
BONRBR County
PlnPGI Of PR• OOMDRCIAL mrumpc
58N 02W 20 NWSE
M.Jim !lrf Uh !OOHES'!'IC
DIIAA9
58lf 02W 20 DR
SBSli i
gmpmOJ@tlJIIIIRKS=
NWSB SWSE
1. The maximum diversion volume is defined as the maximum
:llowabl.e volume·of water :that ~Y be diverted annually from the
source under this right. The Wl!e of water confirmed by this
right is limit(ld to: the amount which can actually be beneficially
uaed.. The maxisma di~aion volume 1"8.Y be adjusted to more
accuratel.y describe· the J:>eneficial uae or to implement accepted
standards of diversion and use efficiency.
2. This water right is appurtenant to the described place of use.
3.. This right .ls subject to a11 prior water rights and may be
forfeited by five yeai:S of non-use.
4. Modif icati.oEP.e to or va1dance f~ t.hh~ l.icensa m.uet he w.de
within the U.mita Cf Section 42-222, Idaho Code, or the
applicable Idaho la~.
s. The issuance of thi;a right in no way grants any right-of-way
or easement acrose 'the land of another .
6. Commercial use is for a 36-unit motel and restaurant.
7. Domestic use is .£or 25S hamss.
Thia l i cense is i ued pursuant to the provisions of Section 42-219, Idaho COde.
Wi.tneaa the aeal and signature of the Di.ractor, affi.xm. at· Bot-, ~i.• ---day of ., 19_.
',' .
. . i
Staie of Idaho
. Department of Water Resources
Penn-t To Appropriate Water
I I NO. 96-08567
PEogosed Prioi-ity: AugUSt 9, 1989 Maximum Diversion ~te:
This i-s to certify, that 'SOIIIBI\W BASIN WG'BR O>a
206 8lUOIX8 ST.
lUCBU\ND, WA 99352
1vls applied for a pei;mit to!appropriat:e water from: .
and a pemit. ts APIIIMID f or devel~t of water as foll~:
W'ICDL 1JSB I rii.UCI> OP' USE Mm OF DIVlmSI<JI
.:.:•._.
.......
01/01 to 12/31
01/01 t.o 12/31
TOtals
0.10 CFS· o.90 as
LOO CFS
1.00 CFS
SNSNSB Sec. 20, Township 58N, Range 0.2W
BCHDm county
·PLACE OF iiSE: COi~
'lWN BGE SEC
58N 02W 20 ,.;, tfiSE SWSE
~c, ,~]:i~~~,,~ ~§'''rt --' .· ----~
1. Proof of constru~~,\~f ~ks)~ a~~~t.ion ~t water to
beneficial use shall'-be ~t;t.$:1,or(_br::·;befqre ?December 1, 1990. ~: . ~~ ~~l a r=;~~-~ ;;~1.:{)8~t requiremnts
of Section 42-235 , 1 .. Idal:iQ\ ~;:,:~<:: }~ t."\1 '"?:i(J: ·.)
4~ 'lbe issuance of this pe'.rjiµ.~_:i~Wi~f~~~clll~~;;,any right-of-way or
easement across the 1;~~-t>f ,:-.-~r:;:i,i,i-ii<">/,:., ':·:
5. Prior to the divers.i$1:,nf;:-wa~tuncie~:;:;thi&:~.~j;Bd;;t a flow
measurement port or o~f t~~ as\;~i:#Fifi.~'.~ the Department
shall be installed I tc;, t:irov-ide·'··for the·· install:Eitlon of measuring
"equip111ent. and the c'9teminat.ion of the rate of diversion by the
Depa,rtaent.
6. ocaeatic use is for 258 banes.
7. CODmlercial use .is for a 36-unit motel & restaurant.
This permit is issued· pursµant to provisions .of section 42-204, Idaho Code.
Witness the seal and signablre of the Director, affixed at Boise, this
iJl6t day of ~ , 19.8!:'!..
,MftA 4 ~, s;~ IJV" ~. Reith ·mgg . son, Direc~or
11)"4'13 f
Scl1weitzer Basin Water LLC
FaciHty Plan December 2016
Attachment 4. Idaho Water Right 96-0921'9
~RlgttRepn
IDAHO DEPAR'IMBNT OF WATER RESOURCES . i
Water Pemit Report
10/28/2013
WATERRIGIITNO. 96-9219
Owner Type Name and Address
Current O ~CHWEITZERBAS,fN WATER CO
POBOX772
SAGLE, ID 83860
[phone]
Priority Date: 06/08/2004
Status: Active
Source ~
GROUNDWATER{
Beneficial User, Tu riYegjonRare Yohnne
MUNICIPAL 01/0112/31 1 CFS
TotalDiversion j j1 CFS
Location of Point(s) of Diversion;
GROUND WATER{SESW!Sec. 20 Township 58N Range 02wfBONNER County
GROUND WATER{SWS~Sec. 20 Township 58N Range 02WjBONNER Comty
Place(s) of use:
1/3
WalllrRJgtt Report
JfUse Legal ~cription: MUNICIPAL BONNER County
Condili>ns of Approval:
1ect comtnx:1i>n shall col'.llmJXe wihil one year fiom the dat,e of permit~ and sbal proceed·
1. 26A diligently to corrpletion unless it can be shown to the sattimction ef the Director of the Department of
Water Resources that dclays were due t.o circwmtances over which the permit holder bad no control
2 046 Right hokier shall conply with 1he drilling permit requiretmis ofSecti>n 42-235, Idaho Code and
. appncable Well Construction Rules oftbe Departm:nt. ·
3 128 Place of use is within the area served by the pub~ water supply~ ofSchwelm-Basi1Water
· Collllany. Thi, place ofme is genera)ly heated Wihio. SEl/4~ Sectim 20, To~ 58N, ~ 02W.
4.
1
X59 Points of diversnn are located within Lot I~ Blk:. 9, Schweitzer Bas· · ge, 2nd Addition..
I After specific notification by the Departrrent, the right bolder sba1l install a SUlable tmaSUring device or
5. 0 IM enter intD an agreement with the Department to detennine tbe amount of water drverted ftom power
records and shall annually report 1he infi:>rmation to the Departm:nt.
Dates:
Date: 04/01/2015
ProofMade Date:
Approved Date: 04/08/2005
Moratorim Expirati>n Date:
E'.nJargetrent Use Pri>riy Date:
EnJargement Statute Priority Date:
Appbtnn ReceiYed Date: 06/08/2004
Protest Deadline Date: 03/21/2005
NUID)er of Protests: 0
Fekl &am Date:
Date Sent to State Oft:
Date Received at State Off
Other Inibnnation: ·
State or F edera1:
Owner Nan:e Connector:
Water DEtrict Number:
Generi: ·Max Rate per Acre:
Generic Max Vohmle per Acre:
Swan Falk Tnmt or Nontrust:
~ Jdllho.g~W{epartAJap?BealrtflfflJirs96ISillauinceNanilw=A2'1&c;,i,1tAtiA1ii= i.T~Tn-
~' I •
! .
State of Idaho
pepartment of Water Resources
Permit to Appropriate Water
NO. 96-09219
Priority: June 08, 2004 Maximum Diversion Rate:
This is to certify, that SCHWEITZER BASIN WATER COMPANY
POBOX772
SAGLE ID 83860
i
has applied for a permit to appropriate water from:
Source: GROUNDWATER
BENEFICIAL USE
MUNICIPAL
. ~
1. · Proof of application of water to :be
2. Subject to all prior water righ · ~ ·
3. Project construction shaD .,
proceed diligenUy to completiQn
Department of Water Resources
holder had no control. . \ 'fl ,1
4. Right holder shall comply with tlie dnl •
applicable Well Construction Rufts o_
5. Place of use is within the area sefv,r
Company. The place of use is gen'
RATE OF DIVERSION
1.00 CFS
02.W. ·. '--···i; , \ ,
6. Points of diversion are located within'tcSt -1A, 112 9, Sch '. Basin 1flage, 2nd Addition.
1.00 CFS
7. After specific notification by the Department. the right holder shall instaR a suitable measuring
device or shall enter into an ag~t wiU\ the Department to determine the amount of water
diver1ed from power records and shall annuaUy report the information to the Department .
This permit Is issued pursuant to the ~ions of Section 42~r· Idaho Code. Witness the signature of
the Director, affixed at Boise, this · -day of Af>ct . 20 0 s;--
.. ~.-
' i-.
! !
•· i ; l
;
.-~
~---------
Page 1
IDAHO DEPARTMENT OF WATER RESOURCES
Water Permit Report 96-9219
WATER RIGHT NUMBER: -96-9219
OWnerTvpe
Current Owner
Priority Dale: 06/0812004
Basis:
Status: Active
~
GROUND WATER
Beneficial Use
MUNICIPAL
Name.wl Address
SCHWEITZER BASIN WATER COMPANY
POBOX772
SAGLE, ID 83860
[phone]
From To
01/01 to 12/31
Tributary
Diversion Rate
1.000CFS
Total Diversion: 1.000CFS
06/24/2008
AnnyaJ Volume
Location of Pointlsl of Diversion
GROUND WATER SW1/4SE1/4 Sec. 20, Twp 58N, Rge 02W, B.M.
BONNER County
GROUND WATER SE1/4SW1/4 Sec. 20, Twp 58N, Rge 02W, B.M.
BONNER County
Place of Use
MUNICIPAL
Twp Rge Sec I NE I NW I SW I SE I 1~1MYl~JgJ~JNWJ~J~J~lNW1~1gJ~l.M'.'ilffllgJI2ts 58N 02W20 ( l I IX XX Xf
I I I I I
Condjtions of Approval:
1. 128 Place d use is within the area served by the public water supply system of Schweitzer Basin Wat.er
Company. The place of use is generally located within SE1/4, Sectkm 20, Township 58N, R~ 02lN.
2. X59 Points of diversion are located within Lot 1A, Blk. 9, Schweitzer Basin Village, 2nd Addition ..
3. 01 M After specific notification by the Department, the right holder shaR install a suitabte measuring device or
shan enter Into an agreement with the Department to determine the amount of water diverted from
power records and shall annually report the information to th.i Department.
4. 26A Project construction shall commence within one year from the date of permit issuance and shall
proceed diligently to completion unless it can be shown to the satisfaction of the Director af the
Department of Water Resources that delays were due to circumstances over which the permit holder
fled -no eontrol.
------./
Wlt5809NP
No. 96-07032 -. . .....,. .. ,._ ...........
MER
tmE N#,1E & ADDRESS
--·· ·····-~~-~----------~-------·····Uff. C DIA SCHWEITZER IAIII WATER CO
C NELVlN J I AXLEV
WatQr source: S~INGS
IDAIIO lllEPMTMENT OF 16\TER RESOURCES
1111¥ER RIGHT PROflLf JIEPORT --·-·==-PRJQ'UTY .. DATE WATER USE
···--···-· -~--------·······--·-·· ···--------04/24/1969 COfo!MERCI.AL
OOf.llESTIC
01/01 12131
01/01 12131
TOTAL DIVERSICII:
'lrfbut!ilrv to:: ICMlTZER CftEEiC
Point<•> of DiWlf$ion capectty:
Polnt(a) of Dtver~icn:
0.270 CFS
TSIN R02W 920 · -·St#$E
Place of use Leg"l Description fc,r: DOMESTIC
DATE: 02/07/00
PAGE: 2
:ae 11:ti:. .. .zallSlfh:m
DJV£RS1CII
RATE
-·-------0.100 en
0.270 CFS ••!'!•••···---0.270 Cfl
DIVERSION
VOLUME
6.20 AFA
95.40 AFA -----~ ...... 101.60 AFA
st,se: LICENSE
aailNER:..eountv -
NE NW . W ;.. ~ . NESW Nl>MI SUS\-1 SEW : IIESI: NW$£ SWSE IEIE
Lt AC Lt AC Lt Ac Lt Ac : Lt J,.r; Lt ;.c Lt Al: Lt Al:
11511£ NHNE SWtlE SENE
T R I : Lt Ac Lt Ac Lt Al: Lt Ac ....... ---~-····---··· _Q __ _
58N 02V 20 ~
: !i!ENW IIWNW SWCN SEINW
: Lt Ac Lt Ac Lt Ac Lt Ac
l ···-------••••• --~--. ' ••••~ •••G• ••••• •w•••
Place of uae loefti!m. for COMMERC!Al Hi the saa location ea described for: l>OMESTtC
Pou Co&Mity: B0Nt4~R
other Water Rights with Same Point<•> of Ofvarefon with Stap (Includes All SQur*>=
96·C3S67
Other \later Riahi1,1 Listing overlapping Plaeo(s) of U1K1:
96-01,402
Rsiaru: GEN 2 P/D IN SWSE, !20, TS8N, R2W.
DatEl·:i:
Mtec:
Audit:
App. Recefwd:
Proof Due Date: 09/01/1973
Exam Made Date: Licanaed Date: 01/S0/1981
Woter Dfetrlct u...-:
Priority D•te: 04/24/1969
Proof Mr!de l)ste:
EXMI Sent tQ S.O.:
· .,Ffeld Exam F~:
01117/86 05/14/81 cc»venr 10/05/99 KTc-.iNsEN
--··· D D D D
wt5809NP
NO. 96-08$41
IDAHO DEPA1t1'"£NT OF WATER U SOORCEI WA'iER RIGHT PRCJIIILE REPORT . DATE: fJ'l/07/00
PME: 8
ma mc=-:mar.;ms==ia,:aa---==-•====--••11•ll•nsc=IIIEm*~ma: ........ ~tJ:n:lln:UlirJi:::::us-• •• a11=••tH111J&tsam.a1:1=aa ........ :C1ame:=:=i:::tc
OWNER ' ' ' ' PIIIOflH Y ' ' use PERIOD DIVeRSICN DJYeRSION
CODE l#IE & ADDREII. · .. DATE WATER USE FRON TO RATE . VOUJME ···---~--~--···-~-~-------·----~----~--~ C SCIIIEJTZER MSIU IMT~ CO BNC
Water Source: SPRINGS
POfnt<•> of Diveraion: TSSN R02W S20
Place of U$r.i Laa.I i>esQrtptfon for: l:OMMERCKAL
................ ·---·~·-····----···-·--·---· ····-----·-· 10/20/1988 C<WlMEIICIAL
OOMEStlC
01/01 12/31
01/01 12/31
TOTAL DIVERSION:
Trfbut$ry tt?i SCIIWIITZER Cl.EEK
SUSWIE
-----.---w-SIi -· -~-·. _,,_
............
0.100 CPI
0.100 CFS ________ .,. __ _
0.200 CFS
.. ......... .
Si:aget PERMIT
IIONNEI County
SE
NENE Nwr.1£ SWlfE SEllle : f<!EW NWNW swml SEKW
T R S : Lt Ac Lt Ac: Lt AC Lt lie : Lt Ac Lt Ac Lt Ac Lt Ac:
NESW NWS~ SVSW B&SW
Lt AC Lt tl.c Lt Ac Lt Ac
Nl!SI: ME SWSE IESE
Lt Ac Lt k Lt Ac'Lt AC ""·· ... --. ' . •••~• l . Q•U•• ••••• •••~~ ··~~m •-••• •••uu ••••• -~~--
58N 02W 20 :
Place of uso location for DOMESTIC fs the sallllt loc•tion as c!escri fors C:OmERCIAl
P<IU County: BONNER
other V•ter Right$ !:litth s .. Pofnt(s) of Dhret'.Sion with State Uiu::ludn All Scurcet): 96-07032 96-0'567
other Veter l!:ights Lfstfng OVerlapt:>i.ng Pies!!!(&) of use:
96-04402
Conc:l'itiom of Approval:
026 • Pel'llft holder &halt coinence the exceveticn or const r&BCt ion of
• divertiftil worlcs withfn one yeer of the: date thf• permit i s issued
• end ehal l procil!Od di ligently untf l the project fs CC!fflPlete .
Cl04 -The fucsnce of this rfght does not grant •nr right-of-way
-or ••••mt across the lend of .snother. ·
fl-rka: GEt.l 2 P/D IN s~rswse. s20. T58N, R2W.
C c
Dates: App. Received: 10/17/1988 Priori ty Date: 10/20/198& (Priority Dete Adil'~.)
Proof Due Date: 03/01/1996 Proof Made Date: Ex~ii Hide Date: ~ Sent to $.O.:
L icensad Date:
Mfac: WQter District rol.lllmerl Ffeld Exe Fp:
CO!llftents: l)aie: 03/05/1996 lber-11): SCUITIS SthJect: I»
Proof of a.neffctal Uae Rt:vd
R
03/04/1996 (Proof Recefwd Llllte~)
(lecefY£<!)
of 8-ffcfal Use RCYd
C C
WR5809NP lDANO DEPARTMENT OF IMT£R RESWRCIS DATE: 02/07/00
No. 96-08541 WATER RIGHT PROFILE REPORT PAGE: 9
as c:cs:aaaa..r:aaara:;:raaa....-m.::s:szacse:111::::c=&n1•••• .:.~===-a ••==:::::n:nt~carm :rn:r, m -~~---=---.
Aucfrt : 10/25/88 ITYP.~ 02/?4JS9 CURTIS 02(11/92 GUSTAF$.O 02/12/92 ~STAFSO
03/18M 'fARROlfG 03/05/96 COMIEIITS 03/11/96 .IYAR8RCIJ 02/0i/98 CLEAIFLO
09/29/9'1 ~EN
•
WR510911P
Ho. 96•08567 JDAlfO DEPAR1"ENT Of ,-TER RESWltCES
,. WATER RIGHT PROflt.E REPORT ·--"'l~ .. _ ,.~ ,.
c••••-•ac:::c. ... 11sao:t:ea' ..... ~~==--•• m=c:az:r.=====• ....... sars:=rm•lb:e:::a c::m :==--:i=
DATE: 02/07/CO
PN,E: 10 .......................... ===-·
OWNER
aJDE N~1£ & ADDRESS
PIUOHIT'f
,DAVE WATER USE
USE PE1UQ>
f ..... T!J ·-·---~-··-·-~·-··------····-~·---~~---· ·~-----·-··---------~·---·------·-C SC*!f.lTZER BASIN WATER CO
Water Source: GROUIIOIIATE~
Point<•·> cf D1v~rs;on ca,-ctty:
Pofnt(a) ~f Dfvcreion:
08/09/1989 CMMERCIAL
DOMESTIC
0.180 CFS
TSl!fJ R02W S20
Tr tbutorv to:
SWSE
Place of use Lesal Description for: COMMERCIAL
01/01 12/31
01/01 12/31
TOTAL DIVERSION:
DlVERSlCII . . RAT~ .
.............
0.100 en
0.180 CFS ______ ., ____ _
0.180 CFS
DIVERSION
;lm.UME ~-:. ......... .
2.40 AFll
1!0.30 AFA .. ----····· 130.30 AFA
Stege: LICENSIE
IOllflER ty
NE NW SW SE
N!DIE NWNE ME SENE : tlENW NWNW !llNW SENW i
T R S : Lt Ac Lt Ac Lt Ac Lt Ac t Lt Ac Lt Ac Lt Ac Lt Ac
NESW NWSW ISWSW SESII : NESE NWSE SVSE SESE
Lt Ac Lt Ac Lt Ac Lt Ac : Lt Ac Lt Ac Lt Ac Lt Ac
--· •• : --.~--------·---·-·· = --------~--···· -~---: ----· ••••• -~----~---: ~-~----~----~---·--· 5811 02W 20 :
Place of USII Lepl l)~crlptfon for: DOMESTIC ---... --: --~---~---···-----·-..... -----··--------: -----··---·-·-· -~---SIN 02W 20 :
Pou Cculty: BOHN£~
Other Veter· Rights wi t h Sall9 Pofot (s) of Diversion with Stoge (Includes All SClurees):
96-07032
Other Water Riatrts Listing OYerlappins Plece(a) of UE&:
96·04402
CcooftfOl'\S of Approval:
004 -The fssua,,ce of thfa rtght does not grc1nt ffff rftht·of•"1ay
-or ease'ileftt ~cross the land ov another.
Remarks: GEN Three pofnts of diversfon are l ocated within SWSE, S20, TSSN,
Dat,es:
Mis::
R02W.
COllllef'cial ue~ is for a 36·unit .otel and reataurent.
DOMStie uae f s for 258 haes.
App. Rec:efwd: 08/09/1989
Proof Due Date: 12/01/1990 exam llade Date: 07/24/1992
Llcenaed Date: 11/02/1~
Woter Dfatrfet Nullber:
Prf orf t y Oete: 08/09/'1919
Proof Ma Date: 10/02/1919
EJCall s.tt to s .o.: 08/25/1~
Field Ex• Fee: R (Received)
C
0 0 D D
STATE OF fD"AHO
DEPARTMENT OF WAfER RESOURCE:
Schweitzer Basin vvacer 222 -
Facility Plan December 2016
Attachment 5. Werl Wl Well Drillers Report
WELL D R ILLER'S REPORT
. WELLOWNER 7. WATER lEVEL
Name& h we.1 '12... CIL iJB.SJN. 4JA"ktl -. Static water level feet below land surface.
FkMing? • Yes ONo G.P.M. flow J
Address Artasia1 closed-in pressure a. p.s.i •.
'I,-Rf-.N · -,'J. Controlied by: D Valve 6.1 Cap 0 Plu,g =sPr£No. Tempennure _ OF. . a..afitv
. . ' · .DinctlJe .,.._nor,.,..,,...,.,,. mnu below.
; : 8. WELL TEST DATA t. NATURE Of WORK
f#Newwell D Deepened Q Replacement ~-·Pump D Bailer DAir 0 Other
a Abandoned (descnbe abandonment pr~dures such as
materials, plug depths, etc. in lithologic log) ,.. · Disdlarglt G.P .M. Pumping Level Hours Pumped
40 /1./0 :,
3. PROPOSED USE '
D Domestic 0 Irrigation 0 Test . ··Municipal· 9. UTHOLOGIC LOG
D Industrial OStock 0 Waste Disposal er Jojection Bon, Daltll Watllr D Other {spa:ify typel Diam. fftlln To Material Yes N
I 13 '1"c; ~ S5; k ~
4. METHOD DRILLED SI I.II.() ,,/, .._,._ A ...... -~ "1;/JAM~'7.i.. ,
• Rotary D Air D Hydra.Ilic 0 Reverse rotary 1-1 •. 1,Tii ---i;Ji; A ,J ll'AU.5
D Cable D Dug D Other
5. WELL CONSTRUCTION
Ca&ing schedule: 1!D Steel D Concrete DOther
Thlcknal Linches +
From To
.2.<;o inches I : feet 1/·0 feet
inches inches feet feet
inches inches feet feet .. inches ---inches feet feet
Was casing drive shoe used? 'iii Yes ONo
Was a packer or seal used? D Yes -II No
Perforated? D Yes D I\Jo Sa~ How perforated? 0 fac1DIY O KnHe O Torch
Size of perioration,$'/4 inches by ...!I._. ~nchtJS
Number F,om To 'l'i perforations ~o feet /.((0 feet
perforations feet feet
paiorations feet feet .
Well screen installed? 0 Yes fl No
Manu~rer's name
Type Model No. ;
Diameter _Slotslze __ SetfrO(n fettto feet
Diameter Slot size -__ Setfrom . feet1D --Gravel packed? D Yes ONo a Size of gravel
PJaceofmm feet to feet
Surface sea1 dep.tb'fD 'lflaieriaJ tlsed in al: 0 Cement !JVUl' .· ;
M · Bentonite D Puddflng clay D
Seating procedure used: D Slurry pit D . Temp. surface casing
"" Overbore 1D seal depth •• _....__... -• t-i .... :----'--· · n -n._.....,___, a ,., ... ,..,__. • c-........ . . i, n ,r,, •
-
Schweitzer Basin Water llC
__ FaciJity Plan December 2016· '!
Attachment 6. Well 1 Pump Flow Test on 11 10 06 R
and Welf 3 (now Well 4) Pump Flow Test on ·10:15-0;port, Well 2 Pump Flow Test on 06-13-05,
Sd:rwebzer Bain Wala' 0.lplldY
Well pu•qNng iofimiation 1hr Wells I. 2 and 3
Well number I Drilled 11-20,.89
Well depth 160 feet
Pump 2 hp set at 147 feet
W:m,r re,rel "ftovnng" trt 2 .. 3 gpm
71100 gallons pumped in 24 hours
2962.S ga1kms per hour avenge for 24 hours
48.37 p11oos petrnirmte avaago fbr 24 hours
47 gallons per mimite after 24 homs of pumping
Well pumping test on 11-10-06 after new pump installed
Start time OPM Waler depth
Hour Oto 1 SS 60 feet
How l to S 51 100 met
Hour S to 10 49 110 ieet
Hour 10 to16 48 115
Hour 16to24 47 117
Well number 2 Drilled 08-23-83
Well depth200 feet
Pump 1 Ill hp set a 250 feet
\V~ level·· ow· s:i i.t 2 gpm
54120 gallons pumped in 24 hours
22SS hour avemp mr 24 hours
37.SS gallons permirodB a-., fir 24 hours
34 tl1i llons -r mm~ ~fter ?A hours of pump" o:
Well pimping test on 06-13-0S after Wida' iecovery work and new pump installed
Start time OPM
Hour0..1 47
Hoar 1-S 42
HourS-10 36
Hour 10 .. 16 34
Hour 16-24 34
Well number 3 Drilled 10-10-89
Pump 1 % hp set at 280 feet
W. · evel 3 ~iow ground
·Well depth 3 feet Jey;
Wa1mdeplh
80met
l
160 feet
1 0 feet
180fcet
37410 gallons pumped in 24 hours
1SS8. 1S gallons per hour average tbr 24 houn
25.9S per min* ~ fbr 24
pUomper mimae · l:llf puma:iilJa
Well pumping test or;,. 10-lS-OS after water ~wry W01k and new pmnp installed
Start time GPM Waler depth
Hour 0-1 32 100 feet
Hour 1-S 28 160met
Hour 5--10 25 19 feet
Hoar 10-16 24 200 feet
Hour 16-24 24 202 feet
I
j
' i I l ,-
~
l I I
~
I
' .. •
f,1/1""''. ,.,._,,,. . WELL DRILLER"S REPORT
iffl""' j/,,/ StittG law "'1l!II-that this Rj'IOR bat fflad 'll'lllh dll't Dln.'CWr: ~t Gi ~
-. wiliu,au,s-aflU~~,,.. I I f NMttltWWW. :.-
1 I 1. WATER LEVE!. 1, WELL OWNER -·-·-,... ..
~ . "-: ;::,,•ir+<e«·
Addra . .1s~I. ,_. ~dA?.4< '
Owmu'sP-ltNo. _ .. ___ ...
2. fllATUREQf'W.OfUt
W Mew WIit O .,..._ 0 R1111lua 11111
D ~ (d8'Fl:r~memoo o! rdiar.dcn!111.1l :.....---·
'! '
3. PROPOIED UH
11 Dommk: a 1n~111m a Tl!Sl a M~
0 l!ldwlfflal a ~ 0 Wa,;ta D15POSIII or lnj,)ctloa
0 Olllar · • Cipa:lfy typet
4. ME1ltOO DRiuED
fp llalay 0
0~ D
S.tiELL
D Hydnullc O 8-arour,
a a..--------
a W£U .. TST,DA'f,1'
a Pump a 1111111r
Schweitzer Basin Water LLC
Facitity Plan December 2016
Attachment 7. Well W2 Well drillers Report
~. l ( •
Ca;innsdedult: D Conaoto OOIIMt ----f-:r-f=~*:~~~~~-:P,u~~~~~~~
TIil-~ l'rOIII 1,a
~ -inllha :.4 ~ •J:u:..:...-. ibi ~ "fMt'"7f~~~~!!-~~/.Utre.iiillll;!~...,. .. ~,,ijl'il1
. . ___ Inches ~ 1n1:11es ___ •t ·--·-,.., . r~!:-1~~~ia.'ff-C.....l/--,-~~111111"'-'-~i;;y;
___ . -'l!I:!!-~ lndi.a -·---fut ...... _,_ -::=.;~<#.: ~: f~ ____ ,~-..... 71~:.-;f~~~,....~:....-:a.~~.e~~,-.~r31'¥C
....._.., _,. .. av.· •No
Huw ........ , D F.-y O ~fa O Torch
Size of "'1oradoa · ..:,.,..-! Inda• by __ lm:t111,
...._ : "'""' r .. _______ Pf)ff~ -----feat ____ fao:t
.• --___ j!!!i~----··-·feat fGlot._..'7'~~~~~--~~~~--=~--ll'--:-1::rfii.l&
--· -··-1Mfo.lduoa I feM ....... -l--l!'~~~~~,G:_..tJ!f,~~.µ,~~~~!l4.~F.\ Well scrNa .......... 1 0 Ye a No M.:r-.afaw;m-'i; __ , ___ _
Tw,a ----. . ..... No.-----.. : . .,._._Skat• ___ .Sat•• __ . r.t io _._,-.1-~v..il-fol--+4?....,.~.,....J,',f,*:1&..-ra;:.,::t11194K111C:.-,.~~
~_Skiuri. __ Setflaiil!I _' ___ .... __ tathH~~~~!!!llll~~~~~-':,l~~ill:-'t":'"...:..ti:r.ri~
· a.-...lPICbdl Cl Vts .• No O Sll9of .... ----"'.,.,.__,.,.~....,....,. ..... -.~,.,.....--...-r:..a~---..,...,~'"
1'1-.dfram . -'-· m10 --fe&t
51.trfoeaH!lldl!pth ,ii:.iMGtmtoluffd lnwa!: a C:mem(iRIUtti--t--1---+-------------,,,4:,,,..,;...,.
---Iii PwitJ!lngc!ay O Woll cutt~ .1------1----------,,-,------...... -
-~~-.aat: 'O S!urrypla 'Dnrn,p.sudGCeCUllll ----------------------.... • 0-..toNlldllMhl--+--+---+---'--e ... "-----..,....--,t'!"' .......
Method ot !olaln!J-'"a: a Thrndad We.tihld a So1ven1
-Weld -.· J_;oc..-r.--..... o.atba-partt?M' i/1-,/ ..f,o L --
. ~: . . .
6. LOCATIONOFwal 11. DRH.LERS CeRTiflCATION
Skeu:tnnlllt locatlun must ll!lf08 u.llh wriltm\ tocatlao.
N
Loi No. --... ,,.,_ ----
~ ''
Cauntr .. -4·~~ ---··--
.a_ W. 4t.ltfL. V. Stlli, .£d;_ • T • .£:L. W,. n....a_ 1/W.
I
1. WELL OWNER
Name £, /z u.l f l i,z r !l.
...
(l} 1 I,-:, J,r I) 'I~ I ..v
Add .... _-10(, 1)ao &,J !kJ(.IQ flc.'/i /!I. wJ (.dA. I
~~=j)"P)' No. --2. ~ -k'l • N '· k2
:2. l'JATIJSE Of :WORK
en,--11 a 0eepenec1 ORaplacement
0 Ahl,ndoned !describe abandonment proceduree such a.
materials, plug depths. etc. in lithofogic log)
3. PROPOSED use
I
D Domestic 0 Irrigation 0 Test eiiiTunfclpal
0 lndu~trlal D St01:k D WsGte Disposal or Injection
O Otller {specify tvtm)
4. METHOD DRILLED
ff Rotary Q Air 0 Hydrailk: 0 R-rot•v a Cable a Dug a Othw
6. WELL CONSTRUCTION
C.Sing schedule: 0 S~I D Cooaeto O Other
Tldc:,noss Olcmuler from To
I .-~ mches~ lrttihes -+ _L_ feat ~/f ) f~t ---if1Chfi ---Inches ___ feet __ feet
~ lnche, .::· / •I '(. lnel1e, -ZQ_ feet ..i!...~: lest
---Inches ----lnche. ---feet --f"ut
Wa c:aslnt drive sr-u,ed1 a·v .. D No
Wn • packer or 1111 uHdl aves 1:1 No
Perforatedl zv .. e No :.; '''"' How perforated7 0 .FIICtOl'Y 0 Knife 0 Torch
Size of perforation )//(. lnchrs by __:_/. Inches ,---
Number From To
,_; p&rfoiGtions ;.:.:i ,~, ... foet J ,·· ~-'
perforatiofls· IHt fm
l)lll'foratlons feet feet
WEit screan installErlr 0 Yr;:s ErNo
Manufacturer's nam•
Type Model No. o,_.., __ Slotslre __ SetfrO!'I __ i_ftctto __ fMt
Diameter _Slot size __ Set from __ feet to __ faet
Grav.t packed? ov .. £:j"No a Size oif .,..,..
Plo.~d from feet to f"eet
Su,filCe !'.?at depth ~/Cl _ Mawr!al used In seal: D Cement grout
0 Beolonite 6'P.uddllng.c:lay D
Seating proc:sdure uSlld: 0 Slurry plt 0 T &mp. surf.w:o ca.Ing
· rJ"Overbora to seal d&Plh
Method of joining casing: D Threaded El 'Welded fl Sol~ent
Wald
0 Coment«I bet-e,i sttata
Describe -port f ) .. -'/ ' ·,, ,
6. LOCATIOt,I OF WELL
Sketch map locatiqn !!!!!!! ;.gree with written focation.
N I+ I SubdMtlon Namt I I ,.....iV -.. r--w~-t-E
I + I --r-i ·-r-· lot No. __ Block No. ___ ,,
Coonty _; ).:,· ,C. ~· .•,i -
Schweitzer Basin Water LLC
FaciUty Plan December 2016
Attachment 8. I/Veil W3 Welf Drillers Report
-
7. WATER LEVELi
Static water 11'#81 2 feet below hind 111rr-.
Flowing? 0Yes 0-No G.P.M. flow
Artesian closed-In prasure ___ p.1.I.
Contiolled by: OVllve a cap 0 Plug
Temperature __ oF. Oul!llty
Outlibe an111iaa er lf1m,.tl11ot111e ZDl1i11 bMIW.
8. WELL TEST DATA
a Pwip 0 Baller ErAlr a ot11.-
Dioch&r(P G.P .M. Pumpl"lJ LGool Hours i'ump,;d
'"' J/.10 C-·
9. LITHOLOGIC LOG
Bora OeUh Watar
~ Frain . To Matevraf -Voz .N'o r / --~ f,, <:;:., •. ,· •
(, ·1 .. .. ·.J , ... ;' (' ,. t-, .. -, .-,/' r. ,., , ,I, /
,;q_J lt:.-D 6/•:·./.-v'c; I! -1,11,i'c f -./'/, --1/(,< > .i(·,:\ r d/r _, J.)' J~,J .... ' ,:1. &J ,lt-1!t
,.,;II, rt 1r ,,,..,"1 1...,...-
---
-
--
J
>--i
I 10.
Work started_ LP -l.. -~'f Rnlshlld t_.:.> -S--.-)~ I'
11. DRILLERS CERTIFICATION
I/We corllfy thnt ell minimum well eonmuctlon stondardu wore
compiled with at tlte-ilme-lhe rig was remowe6.
Firm lllame6 .!,· t, J~ <-· t.<.)1•/.,.,i1 k.~,l(rm No. j'G,O
Addnm1~.v/ >/;)/;/;9 0 k/oate /.0-/t:>~7 .
S'91ed by (Finn Offlcllll /sf1 ·? {)-.~ ... -
and
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I (Operator)
~ ~ ~~-5.e. .3_£.... T. :,.r.-JVN/S,-A..? (JE-/W.
USE ADDITIONAL SHEETS IF NECESSARY -FORWARD THE WHITE COPY TO THE DEPARTMENT l ',,. ~---~· ... -· ....... <11-,.-......_,.,......., _________ ,.
:hweltzer Basin Water LLC
3ci\ity Plan December 2016 . . .·· . .
t'·a~hment 9. Well W4 Well DrHlers report NT OF WATER RESOU.RCES ~ '-WELL DR!llER'S RePORT
Office.Use Only
Well ID No.
Inspected by ------1\vp __ . Rge __ Sec-__
1. waL TAG NO. D -:0~0:-:4:'-'i:5:-::0C-:::9:.c::8;.___ _____ __. __
DRILLING PERMIT NO. 8 4 1 3 9 7. WaterRightor~Wet-~~-~-~9~6~~-9-2-J~9-------~
2. OWNER:
Name Schweitzer ,Basin Water Co Inc
Address P Q • Box 7 7 2
City Sagle
3. LOCATION OF WELL by legal description:
'1t>ll must provide addr8ss or Loi, 81k, Sib. Of'· Dlreclions IO ~l.
Twp. 5 8 Norttl Xi or Soulll :J
Rge. 2 East C or West X}
Sec.. 20 ~t/4 5.E......1/4 ~J/4
Gov't Lot c:cuniy Botffl'E!r
Lat: Long: : :
AddreSsofWettSite Mogul Hill, Rg.-..
--,_--..,.-----:,-----· Ci1Y Sandpoint
4G,raai~~eiluiO•~tt.RGi.:.GrU.~
u _1_ Blk. 9 Sub. Name Schweitzer Basin
Village 2nd Addit
4. USE:
DMonilor Cllmgation D Oo.'Uefil!c
CJ Thermal
[)Municipal
:J Injection C01her _______ _
. 5. TYPE OF WORK Chedt alt that apply
;J Abar.dcnm,mt
(Replacament elC.)
OOthei ----
6. DRILL IIETKOO:
iXAir lbary Ci Cable OOther
7. SEALING PROCEDURES
Seal M2l!!l'ial Fn:im l'o WeqJ!II / Volume, Seal PfacomeAI Melhoo ---.... -.. bentonite 0 60 '450lbs surface oioe
-~, --·-was drive Shoe used? ll, V :J N Shoo Deptll(S)_z:6'-¥0..efw:t=-----
Was drive shoe seal tested? :1 Y C1t4 How? --------
8. CASINGIUNER:
C3smg Liner 'M.ldl!d Threatfed
@ ~ .~ 0
·o .. ~· .Kl ,-, ~
0 D 0 0
Length ol 1-'.eatlpipe ____ _ lenglh oi Tailpipe
Packer Cl Y ~N . Type
9. PERFORATIONSISCREENS A\CKERTYPE , Petforallon Melhod __ s_a_w _______________ _
Screen Type & MalhOd of lnstallatiDn ___________ _
From To $1.otSlze t~ Oiftmele< Ma!etial
265 305 1/Bx • 40 4 DVC
---------·----·---f-----------------,___ ____ ~
10. ALTER PACK
1 'i. STATIC WATER llVEL OR ARIESIAN .PRESSURE:
~ft. below i,ound Artesian preasuce _il__lb.
Dapih flow encounteroo _ _fi_!l. Oescn1!e a~ port or co11tro1 devices: __ . ___ _
cap
,--1/4 __ l/4 __ 1/4
12. WELL TESTS: I Lat Long: I
D Poorp GBaller ~Ai" C'.J Flolling Ar1asian
water Temp. _s;.o=-·1 ... g,,,._ _______ Bottom hole tamp. ,..,.,-
clear Water Quarey ieSt or OOlllfP.ents:
___________ Depll lrstW818, EIICOll1l8r il.
13. UlllOLOGIC LOG: (Deac,lbe repairs or andonmlm) Water
~ ,Ffom . To· . ~:-~walerCl.ay&Tempe,ature Y N
1 0 45 .decomposed aranite sand
45 5.8. decomuosed ,aranite .
58 60 firm $·alt nenner granite
E-60 68 decomposed granite · X
68 16 ·tirm.er salt&pepper some
116 11 soft. sal ..,_. y nrai.tnit~ X
117 29 firm salt&oenner granite
129 31 decomDOsea aranite
131 38 .firm .salt&nAnner aranite
i---t---t--~1---------------+---l--
l---t--+--~1------------------__..._-
-··-
---·-·---·--
--··-·--
-I
t--·-+--+--1------------·----·----·------+--
Complttl8cl Oaplt, _).,,.0.-5..,f....,t-. ------'---_.,IMeasuralllel
Date: Started 9-8-06 Completed 9-l 3-0 6
14. DRILLER'S CERTIFICATION
Wie Qll1lfy !hat all mininun wel conalruGtiOn standams were COl1'Jlied with at the
time the rig ~ l9l'IICIWd.
CompanyName Bronson water Wells FirmNo..J.6JL
Principal Orillar Cl»:~ &:~~ Date9 / 2 3 / 0 6 and ~ .
Drifter or Operafof II Date ____ _
()paratorl~~~~~~~~~~~-Oale~~~~-
~ Ol'iler and Rig OperalDf Requited. ap.aior I must haYa sigl)aiUre ot Driller/Operator II.
FORWARD WHITE COPY TO WATER RESOURCES