20180928Bar Circle S to Staff 1-17.pdf

EDITH PACILLO
DEPUTY ATTORNEY GENERAL
IDAHO PUBLIC UTILITIES COMMISSION
PO BOX 83720
BOISE, IDAHO 83720-007 4
[phone]
IDAHO BAR NO. 5430
IN THE MATTER OT THE APPLICATION
OF BAR CIRCLE "S" WATER COMPAI\IY,
INC. T'OR AI\ ORDER AUTHORIZING AI\t
INCREASE IN TIM COMPANY'S RATES
AND CHARGES TOR TIIE WATER SERVICE
IN THE STATE OF IDAHO.
RECII\,/EI)
ilill SIF ?B ttri{ l0:39
Street Address for Express Mail:
472W. WASHINGTON
BOISE, IDAHO 83702-5983
Attorneys forthe Commission Staff
BEFORE TIIE IDAHO PUBLIC UTILITIES COMMISSION
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CASE NO. BCS.W-18.01
FIRST PRODUCTION REQUEST
OF THE COMMISSION STATF
TO BAR CIRCLE ..S'WATER
COMPA}TY
The Staffof the Idaho Public Utilities Commission, by and through its attomey of record,
Edith Pacillo, Deputy Attorney General, requests that Bar Circle "S" Water Company
(Company; Bar Circle "S") provide the following documents and information on or before
MONDAY, OCTOBER 1, 2018.
This Production Request is to be considered as continuing, and Bar Circle "S" is
requested to provide, by way of supplementary responses, additional documents that it or any
person acting on its behalf may later obtain that will augment the documents produced.
Please provide answers to each question, supporting workpapers that provide detail or are
the source of infomration used in calculations. The Company is reminded that responses
pursuant to Commission Rules of Procedure must include the name and phone number of the
person preparing the document, and the name, location and phone number of the record holder
FIRST PRODUCTION REQUEST
TO BAR CIRCLE *S" WATER 1 SEPTEMBER IO,2018
and if different the witness who can sponsor the answer at hearing if need be. IDAPA
3t.01.01.228.
In addition to the written copies provided as response to the questions, please provide all
Excel and electronic files on CD with formulas activated.
REQUEST NO. 1: Please provide a copy of the signed main extension agreement
between the developers of Garwood Corner and Bar Circle "S".
RESPONSE: See attachment 1, lA, 1B, lC, lD, lE, lF, lH
RBQUEST NO.2: Bar Circle "S"s Tariffallows the Company to charge a customer
requesting new service $2,500 when there is no existing service line tap to the main or meter box
in place. The Company's Application states that Bar Circle "S" will connect the water line
constructed by the subdivision developer to Bar Circle "S" system at two points: Garwood Road
and Dolan Road. It goes on to say that the "hook up fee due at each closing of each purchased
lot is $2,500." The meaning of this is unclear. Does the Company intend to collect $2,500 for
each of the two points of connection mentioned above at closing of the sales transaction, i.e., the
purchase of Lot 2 to McCarthy Capital Inc.?
RESPONSE NO.2: No. See Response No.4
REQIIEST NO. 3: If the answer to Request No. 2 above is yes, does the Company think
the actual cost of connection will be less than the total of $5,000 collected at closing?
RBQUEST NO. 4: If the answer to Request No. 2 above is no, does the Company
intend to collect $2,500 for each of the planned lots in the subdivision at the time of closing the
sales transaction referenced above? If so, what does the Company intend to charge customers
requesting service after Bar Circle "S" assumes ownership of the subdivision's water line
extension?
FIRST PRODUCTION REQUEST
TO BAR CIRCLE "S" WATER 2 SEPTEMBER 10,2OI8
RESPONSE NO.4: The Company intends to collect the $2500 hook up fee for each of
the 25 lots upon the Subdivision's Final Approval from the Kootenai County Planning and
Znfug. Bar Circle "S" Water intends to charge each new customer the same rate schedule as the
Company's tarifffor all Bar Circle "S" Water Co Customers.
See Attachm ent #4 and #4A.
REQUEST NO. 5: Does the developer intend to install a water main line, service line
taps and meter boxes within the subdivision prior to Bar Circle "S" assuming ownership?
RESPONSE NO.S: No. Developer will install water main, service line taps and meter
boxes upon approval of Kootenai County Planning and Zoning. Bar Circle "S" will assume
ownership upon County approval.
The developer will be under the supervision of Bar Circle "S" Certified Water Master during
installation.
REQUEST NO. 6: Please describe the plant in service the developer is going to install.
Please be specific, providing the best estimate of the number of feet of pipeline, number of lot
connections, number of meter pits, meters, etc.
RESPONSE NO.6: The developer will install 7500' of water main line, 25 meter pits,
25lot connections, and 25 meters.
REQUEST NO. 7: Will the developer construct a well and provide a pump and well
house within the proposed Garwood Comer?
RESPONSE NO.7: No
REQUEST NO. 8: Please provide a map of Bar Circle "S" system as it is currently
configured. Please show the locations of all mains, fire hydrants, wells, pumps, booster stations,
storage tanks and reservoirs. Include the following information:
a. Pipe diameters.
FIRST PRODUCTION REQUEST
TO BAR CIRCLE "S" WATER )SEPTEMBER IO,2018
b. Well logs and D-Tag Numbers.
c. Purnp make, model, capacity, and rating (horsepower).
d. Storage tank capacity, and limit switch settings.
RESPONSE NO. 8: See Attachments 8, 8A, 88, 8C, 8D, 8E, 8F, gG, gH, gI, gJ, I
REQUEST NO.9: Please provide a map of the system configuration that will be used to
support the expansion described in the Company's Application. Please show the locations of all
mains, fire hydrants, wells, pumps, booster stations, storage tanks and reservoirs. Include the
following information :
a. Pipe diameters.
b. Well logs and D-Tag Numbers.
c. Pump make, model, capacity, and rating (horsepower).
d. Storage tank capacif, and limit switch settings.
RESPONSE NO.9: See Response 8 and attachments
REQUEST NO. 10: How many customers currently are being served by the Company?
RESPONSE NO. 10: 219
REQUEST NO. 11: Commission OrderNo. 30731 (BCS-W-08-01) amended the
Company's Certificate of Public Convenience and Necessity (No. 296) to reflect the addition of
the Double-T Estates subdivision. How many lots in the Double-T Estates subdivision have not
yet been connected to the Company's water system?
RESPONSE NO. 11: Zero (0)
REQUEST NO. 12: Does the Company assert that Lots I and2, Block 1, Garwood
Subdivision, as described in the Company's Application, exist within the boundaries of the
service territory as described in the Company's CPCN (No. 296)?
FrRST PRODUCTTON REQUEST
TO BAR CIRCLE *S'WATER 4 SEPTEMBER 10,2OI8
RESPONSE NO 12: Not currently. Once approval has been achieved from local
government agencies, all agreements are signed and the water rights turned over to Bar Circle
"S" the Garwood Corner Subdivision will be in the Company's service territory.
REQTIEST NO. 13: Please provide the current Idaho Deparfinent of Water Resources
(ID'MR) identification numbers (Basin-Sequence-Suffix) for all water rights crurently held by
the Company, and all water rights that will be transferred to the Company as a result of this
transaction. For each water right, identifr the current, or planned Point of Diversion (Well).
RESPONSE NO. 13: See Attachments 13, l3A, l3B
REQIIEST NO. 14: Please identi$ the fue deparhnent currently servicing Bar Circle
"S" customers. Please provide the fire flow requirements currenfly specified by that fire
departnent (gallons per minute and duration). Please provide the fire flow requirements that will
be specified when the expansion described in the Company's Application is completed.
RESPONSE NO. 14: See Attachment 14
REQUEST NO. 15: The Commission's Uniform Main Extension Rule for Water
Utilities govems how a water utility provides service to new customers in situations where a
main extension from the utility's existing distribution system is required. The Rule was
previously incorporated into Bar Circle *S" Tariffand is attached to this Production Request.
Section C of the Rule applies to extensions to serve subdivisions. Based on information that has
been provided by the Company thus far, Staffs understanding is that Bar Circle "S" does not
intend to collect an advance payment from the applicant/subdivision developer, which is allowed
under Rule C.l.c. lnstead, the Applicant will construct and install the necessary facilities and,
upon completion, convey ownership to Bar Circle "S". Is Staffs understanding of the
Company's intent correct? If no! please explain how the main extension and other necessary
facilities will be provided pursuant to the Uniform Main Extension Rule.
FIRST PRODUCTION REQUEST
TO BAR CIRCLE "S" WATER 5 SEPTEMBER IO,2OI8
RESPONSE NO. 15: No. The Company does intend to collect the $2500 hookup fee
for each of subdivision's lot once the approval has been received from the government agencies
involved. The Applicant/Developer intends to install all the necessary infrastructure for the
water main extension at no cost to Bar Circle "S" and under the supervision of Bar Circle "S"
Certified Water Master.
REQIIEST NO. 16: Please provide the reports of any engineering studies that have
been performed in order to determine how the plant will need to be modified in order to support
the expansion described in the Company's Application.
RBSPONSE NO. 16: No reports have been done and have no plans to.
REQT EST NO. 17: Please provide any reports or surveys performed by the Idaho
Departrnent of Environmental Quality or the Idatro Division of Water Resources in support of the
expansion described in the Company's Application.
RESPONSE NO. 17: See Attachments 17, 17A,l7B
DATED at Boise, Idaho, this day of September 2018.
Edith Pacillo
Deputy Attorney General
i:umisc:prodreq/bcswl 8. lepchjtjnmm prod reql
FIRST PRODUCTION REQUEST
TO BAR CIRCLE "S'' WATER 6 SEPTEMBER IO,2OI8
L
RECEIVED
?OIB SEP 28 AH 9: OO
I lr1LIU,,{!ssl0il+
TO
September L7,zOtB
Garwood Corners Subdivision
Rand Wichman Planning LLC
2992 Gotham Bay Road
Harrison lD 83833
208.755.7024
FROM: Bar Circle S Water Co
PO Box 1870
Hayden lD 83835
208.565.9200
0c5- t,u't?'ot
SUBJECT: Hookup and Supply Water to Garwood Corners Subdivision
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Subdivision2#S ..r" hor"
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Bar Circle S Water Co agrees to provide water service to Garwood Corners
sites. Bar Circle S Water will provide service as follows:
* Final approval by the ldaho Public Utilities Commission* ldaho Department of Environmental Quality* All Financial arrangements are met by McCarthy Capital lnc* The Bar Circle S Water Co Certified Water Master to supervise the installation of all the water
lines and Meter box hookups., k,n dbr liu [1 zO hoNs/'/e fitin* serdlrze
, & t, -roo / lot hool' u( l' e
Turni McCarthy,
Bar Circle S Water Co McCarthy Capital lnc
September L7,2.OLB
TO:Garwood Corners Subdivision
Rand Wichman Planning LLC
2992 Gotham Bay Road
Harrison lD 83833
208.755.7024
FROM: Bar Circle S Water Co
PO Box 1870
Hayden lD 83835
208.665.9200
SUBJECT: Hookup and Supply Water to Garwood Corners Subdivision
Bar Circle S Water Co agrees to provide water service to Garwood Corners Subdivision 25 - 5 acre home
sites. Bar Circle S Water will provide service as follows:
Final approval by the ldaho Public Utilities Commission
ldaho Department of Environmental Quality
All Financial arrangements are met by McCarthy Capital lnc
The Bar Circle S Water Co Certified Water Master to supervise the installation of all the water
lines and Meter box hookups.
Respectively
Robert Turnipseed, Owner
Bar Circle S Water Co
*
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Bar Circle'S'Water Co
PO Box 1870
Hayden ID 83835
208.665.9200
July z7 zor8
ldaho Public Utilities Commission
PO Box 8372o
Boise lD 8322o-oo74
To Whom it May Concern:
Bar Circle S Water Co requests IPUC approve the extension ofthe water line from the east end of Dolan
Rd to Lot 1 and Lot 2 Block 1 Garwood Corner.
It will be a looped system with hook ups on Gamood Rd and Dolan Rd. The hook up fee due at each
closing of each purchased lot is $25{)0.
Any and All water rights of the mentioned lots and Block rxill be transferred to the Bar Circle S Water
Co.
The water will be supplied by the three {3} wells already in service, 1-16" well, 1-10" well, 1-6" well and
a 185,000 gal resenloir.
The enclosed attachments as follows:
The North ldaho Rose tlc letter of intem to sell tot z Bloct I Garwood corner to Mccrrthy
Capital lnc
The McCarthy Capital lnc letter requesting water s.ilice
The Rand Wichman. Consulting Planner letter
Bar Grcle S Water Co Rate Sheet
Respecttully
Owner
#&M.fuP'dj
Juty 16, 2o't8
Mr. Robert Turnipseed
Bar Circle S Water Company
P.O. Box r87o
Hayden, lD 83835
RE: WATER SERVICE TO REPLAT OF CARWOOD CORNER SUBDIVISION
Dear Mr. Turnipseed:
I am a member of North ldaho Rose, LLC, owner of Lot z, Block r, Garwood Comer
subdivision. North ldaho Rose, LLC is in the process of sellingapproximately 6o acres of this
lot to McCarthy Capital, lnc, which also owns the adiacent propefi to the west- A diagram
of the property we are selling is attached for reference.
McCarthy Capital plans to indude this 6o acres in a subdivision of the property, and
we understand they are seeking water service from the Bar Circle S water system. We
understand that you have a process to undertake with the regulatory agencies to expand
your service area. This letter represents authorization from North ldaho Rose, LLC, to start
that process for the 6o-acre portion of the property that we currentty own, to assist
McCarthy Capital in moving this effort forward prior to their closing on the property.
Please let us know if you need anything else from us. You can contact me at
2o8.699.593E orour consultant, Rand Wchman at ro8.755.7or4.
Thankyou very much.
Rusty
Member, North ldaho Rose, LLC
Attachment: diagram of 6o acres
f,o
Sincerely,
N,,,,q &au
July 15, rotS
Mr. Robert TurniPseed
Bar Circle 5 Water ComPanY
P.O. Box t87o
Hayden, lD 83835
RE WATER SERVICE TO REPI.AT OF GARWOOD CORNER SUBDIVISION
Dear Mr. Tumipseed:
I am the President of McCarthy Capital, lnc., owner of Lot t, Block t, 6arwood Corner
subdivision. McCarthy Capital is also in the process of acquiring approximately 6o acres of
Lot z, Block r, Garwood Corner from North ldaho Rose, LLC. As you're aware, the property is
generally located off the east end of Dolan Road and north of Ganruood Road.
McCarthy Capital plans to subdivide this property, totaling approximately t36 acres,
into approximately z4 lots. A copy of the draft plat is attached. To provide water service to
the lots in this subdivision, we would like to connect to the Bar Circle S water system. We
understand that you have a process to undertake with the regulatory agencies to expand
your s€rvice ar€a, and we requ€st that you start that as soon as possible. We stand by to
assist in that process in any way we can,
We also acknowledge that we will be required to convey any water rights from the
property to the water company, and we are willingto do that at the appropriate time.
Thank you for your assistan€e. We look forward to working with you on it.
'"Uu{ {t,/W
Rob McCarthy
President, McCarthy Capital, lnc.
Attachment: draft plat
1D
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rand
uJiCnmcn
FLANHiI{G
May 2't, 2018
i,4r. Robert Tumipseed
Bar Circle S Water Company
P.O. Box r87o
Hayden, lD 81835
RE: WATER SERVICE TO CARWOOD CORNER SUBDIVISION
Dear Mr. Tumipseed:
I represent McCarthy Capital, lnc., owner of Lot t, Block t, Garwood Comer
subdivision, as well as North ldaho Rose, LLC, who owns Lot 2, Block t, Garwood Comer. The
property is generally located off the east end of Dolan Road and north of Garwood Road.
McCarthy Capital is in the process of purchasing the majority of Lot 2 from North ldaho
Rose, and will be pursuing a subdivision of approximately 1J6 acres into s-acre parcels.
We would like to pursue connection of this proposed subdivision to the Bar Circle S
water system and would like to start the process of securing those approvals. Please
consider this letter our formal request and let me know if you need anything else from me.
I look forward to working with you on this endeavor.
Sincerely,M_
Rand Wichman
Consulting Planner
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Bar Circle S Water Co
PO Box 1870
Hayden lD 83835
208555-92m
Rate Schedule I nformation:
Your water usage is determined by the readirg on the meter and/or mebrs. These readings are
taken the first riveek of each month (April through November) and the consumption figures are
measured in gallons used.
Bar Circle S Water Co bills each customer every month based on the frollowing rate schedule.
Exception to the winter months wttich is bilbd at the base rate of $27.43 each month and then the
meter and/or meters are read April 1 of the following spring and prorale the billing according to
the number of months sine last reading.
0 * 7500 gallons $27.43
over 7500 gllons $ 1,74 per thousand additional gallons
Forexample:
Ouring the nrcnth lour total usage was fl,100 gallons. Your bill ndll be catsulaEd es blhws:
0 - 7flX) ga{ons S7.43
a4,6m gdbns divited by lfi)0 x 1.74 = 7I.€0
Total Due $105.03
During the months of December through March, meters are not read- You will be charged the
has€ rate of $27.4:l per rnonth. ln April of ah year your meEr yill be rd and usage yvill b€
prorated according to lhe number months since lst reading.
If you have furtfier questions on your billing. we will be happy to discuss this proess slep by
step.
Reconnection Fee = $20.00 After business hours = $40.00 NSF chg = $20.00
Bar Circle S Water Co is owned and operated by Robert N Tumipseed.
Bar Circle S Water Co is regulaled by the ldaho Public Utilities Commission.
Garwood Corner Subdivision water hool( up Ee $2500 at closing ol purchased lot.
+
rriff No.
l.P.U.C. No.
Page IDAHO FUBtiO ti IILITIES COMMISSON-APPAo!E9 EFFEcrlvE
rffi,
?^
10on,3qoo1
tEB 10'10
Stam
efr"rlW GEERETARVName of Utility
Bar Gircle "S" Water ComPany (ApprovalStamp
NEW CUSTOMER CONNECTION CHARGES
For a first time connection to the Bar Circle "S" Water Company system when an
existing service line and meter base are already in place on the property the charge
is $400.0O.
!f there is no service line tap to the Company's water mains or meter box in place on
the property the charge is $2,500.00.
When the installation of a new service line rquires the Company to bore a line under
a road, all additional costs will be charged to the customer on a time and materials
basis. The new customer may, at their option, hire a Bar Circle "S" Company approved
independent contractor to perform the road bore and connection. The Company
will require such contractor to show proof of bonding, licensing and insurance and have
at least five (5) years of experiencine at hot tapping water lines. Bar Circle 'S"
Water Company's Water Master will inspect and approve all the work being
performed to insure compliance with the Company's installation requirements.
Per Commission Order No.31002
Effective February 1 0, 201 0lssued2010
Title
President
44
IDAHO FUBLIC UTILITIES COM MISSION
No.Page
APPROVED
,r^i|25 '10
EFFECTIVE
JAil I -'10
l.P.U.C. No.
bOt*l sEcBErAtrv
Name of Utility
Bar Circle "S" Water
METERED WATER RATES
Monthly
0 - 7,500 gallons
Over 7,500 gallons
$27.43
$1-74 per additional thousand gallons
NOTE:
Bills for water service will be rendered monthly and are payable within fifteen (15)
days of the billing date.
Per Commission Order No.30970
Effective January 1 2010lssued January 11,2010
Title
President
DEQ Public Drinking Water System
Monitoring Schedule Report
Print Date: lilay 7,2018
ID128OO1O . BAR CIRCLE S RANCH
Community water system serving 345 people and 165 connections.
Regulated by COEUR D ALENE REGIONAL OFFICE.
The following schedules include monitoring periods between 11112018 and 1213112018
B(
Schedules for Distribution System(s)
Code GrouplAnalyte Name3100 coLlFoRM crcR)
tonitoring Frequency
1 per MN
Season
Begin Date
1t'l
Season
End Date
12t31
Satisfied
Monthly
Schedules for WELL 2,Tag # E0009245
Please labelthese samples as'V\IELL 2'
Code
zN03
Grouy'Analyte Name
NITRATE
Monitoring Frequency
1 perYR due between 0110112018 and 12131120'18
Season
Begin Date
nla
Season
End Date
nla
Satisfied
NO
Schedules for WELL FIELD I & 3, Tag # 000000014298 : bq1,5
Please labelthese samples as'VVELL FIELD 1 & 3'
Gode
zNo3
Group/Anaffi Name
NITRATE
Monitoring Frequency
1 per YR due between 0110112018 and 1213112018
Season
Begin Date
nla
Season
End Date
nla
Satisfied
NO
IIIiPORTANT NOTICE: This monitoring scfredule is provided to you as a courtesy and is cunent as of May 7, 2018. Surface water systems and
systems that are disinfecting have additional sampling that is not reflec'ted in this monitoring sdredule report. This monitoring schedule may be changed
or modified as needed. Please revisit the monitoring schedule tool and review the system's monitoring scfredule prior to sampling to ensure compliance
with the most crlnent monitoring requirements. Contac{ your public water system regulating agency if you have any questions.
"FUTURE" in the'Satisfied" column indicates the sampling requirement begins sornetime in the futurc. Sampling beforc the monitoring
period begin date will not satisfy the requirement for the monitoring period.
'oSee CO" in the "Satisfied" column indicatee the opentor needs to contact his or her compliance officer (CO) to verify that samples have
been taken and the schedule has been satisfied.
Print Date: W 7,2018 Page'l of I
6t07
1. WELL TAG NO. D 0069915
Drilling Permit No.
IDAHO DEPARTMENT OF WATER RESOURCES
WELL DRILLER'S REPORT
12. STATIC WATER LEVEL and WELL TESTS:
Water rioht or iniection well
z. ow*in, Bar Circle # 95-9130 Depth first water encountered (ft) 250 static water tevet 1n; 250"
- ... ."-.Cold-water temo. 1op, Uolo Boftom hole temo. (0F)
-_^^^_lSteAWened Capuescnoe access pons water
Name
Drildwn(fet)Discharg€ or
vield (oDm)
Test duration
{minutes)NA 'I U0+24rJ
Test method:
Pump BailerOOOr""W
City State
3.WELL LOCATION
Air
atrtr
Flwing
anesian
zip trtr
Twp.
Sec.
526-
Gov't Llt _Kootenai
Lat.47 (Deg. and Deciml minutes)
Lot.
-
Blk.
-
sub. Name-
4. USE:
E Bi#:efi ffi !r/at'Ba rfi Ur,?"' tr'""'
5. TYPE OF WORK:
New well tr well tr Modify existing well
Abandonment Other
6. DRILL METHOD:p nir Rotary [ uuo notary [ caote I otner
Seal matenal From (ft)Pla@mmt method/smedure
Bentonite Grout 0 65 6757.82 lemp. casing
lbs.Pumped wTremie
Casing Liner Threaded Welded
a
tr
tr
tr
was drive shoe used? El Y EI N Shoe Depth(s)
9. PERFORATIONS/SCREENS:
Water quality test or comments;
14. DRILLER'S CERTIFICATION:
l/We certiry that all minimum well construction standards were @mplied with at
the time the rig was removed.
Company Name Horsley Drillig , lnc.co lto. 632
'Principal Driller Date 3115120',t6
3t1st2016"Driller Date
-Operator ll Date
-
t Signature of Principal Driller and rig operator are required.
Northfi or SouthI
1t4
-Ida<rc
4 eastfl or west[t
r+ T#,o ra
Rge.
NW
-!zaiE-
trtrtrtrtrtrtrtr
@ 340'
a
uu
u
Length of Headpipe
Packerfl Y BN
lO.FILTER PACK:
Filter Material Fom (ft)To (fr)Quantity (lbs ord)Pla@ment rethod
NA
11. FLOWNG ARTESIAN:
Flowing Artesian? AY A N Artesian Pressure (PSIG)
-
Describe mntrol device
of Tailpipe
Operator l Date _
vldt 6
WaterBore
Dia.(in)
From
(ft)
To
(ft)
Remarks, lithology or description of repaiB or
abandonment, water temp.N't5 lop:io[ ano uravel xU3
15 3 1U uano, uravel ano uoDDles x
15 10 47 Boulclers, sand ancl Gravel x
15 4/65 sano and Large Gravel x
12 ob lUU Sand and Gravel x
1Z .I UU Z5U :iano, uravet ano tan utay x
't2 251)zAU uoarse :iano x
12 2A{)340 uoarse sand and Gravel x
comDleted Deoth (Measurable) 340'
3t1snx6Date Completed:Date started: 21261201 6
Diameter(nominal'l From (ft)ro (o Gauge/
Schedrle l\raterial
10"+2 318 .365 Steel
Fom (ft)To (ft)Slot size Numb€r/ft Diameter
(nominal)Mattral Gauge or Schedule
318 338 .050 9.5"Steel
?e
trtr
0
MOV.zs.2007
S E: - ro u ,7rrr r ll4p..r'verwnrrEil o I
11= i-:ioM - .- AVOTDALE COMSTilC TEL;667 96:f"1
I te 01" Id(i.l".IoV/IV' )c.tt.;/'-" Lli 0l'wa.tc::r Reaourcel 1v v( r _..)
10 .376 p.2 p.oor 8U
aALJ,. POINT l"E.NWELL OWNER
NI rrrc-'El -,63
:lwnl I l:,'l l. !"'ermh l\I o -
ATURE OF \A/OFt)c;
I Now wrlt i;.(oeepenWd El Frphce;rr61
J Atrradonrd ldCrsribt rnarhOd of rhrndo,rlo{l
RAP'OE7D UAt
O.rnorllc CJ lrrioafl< I
"'6l.inicipd CJtnO'.tyffa
LER'S REPORT
t'tll!Diretetor, thnaont of wt I r r. Ji_.1 tt 1 :;r,., . jt";" 30
ln.bandonmon of "the We'=
St:iitlc warer lillvl!rl_l'4fat bitlow land .i.irf.ae;,
lowlrig? CJ \1'"11s lz"'lUo G.f .M. flow
Teml)'6111.11." F. OualitY
AnC:i;iin clo::.11ld il'l l)rlfl!i"sur.- -ps:i.
Contl"ollecl by r::l V:11lve O Ci:rp D Plug
WELL TESt OATA
CZ" Fi;;iiler O otMerO Purna
t.
Stine h Kl luldA.,
5vrua-7 f, I a
I ot?-- r, u rl t 1J
Gttlw OoEn ---- liourr
/a ta n
-- -- -- -rAl----r-.L
-14:
I:THQC> OFH LI.ED
O Roterr
EIt.L CONSTRUCJIOI\i
1l m e,. c7 hole1&ing:trulc;
D fHt Fl ahr&#tu rimt
trl $oe tI wr'. DI.Fsr -.l-L-aaa.
Cl olJQ CJ other
TotI depth - - -- !
fZtr Com:rete -loet
Hi:-1
Ditm. F m To Mneri.l g.oi rorl lr; iIi1 .11.1- ' . r- -1-'"""'jfnr.'...' r.-s .t ?-- ll r -- l_..t- -- - I trr-t-l I.r.a t.t r V r
hehes
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,n'p-,.,:.,5.1+'.
::ti .i-
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frft _ frrn.. cai"lil dr,- L)--...,.d? CZV- D X.I'aps.clkror lur? Oyes O Xo
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a Model No-._..tlct.?*Slot.ltc* Sct frIc! tc- fletnat ?- slor ri:r_ srtfrorn-ft*t ro-- lact
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trrch.J? tr Y..Fx.Stzrolcild'--
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d araliag ary El rtt crnrrSrrt Etc-rr El l;r rr El tnrq il€ia/t El orcl'*r r
tItltfi(8i.fi6}}l'r tptlqr rnr*r {ru wiir *tftr.,r ]€tIo.L
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DEPARTMENT OF WATER RESOURCES
f'\ f ittR.2:4 ifl:13 r\-IELLsORIOEEBS REPORT
' State law requires that this report be llled with the Diredor, bepartmant of Water Resources
/\
1. WELL OWNER
Name GT FIHIESIMETHS
Address GBBWOOD BD, 8I1 : f OI , lD 83801
Drilling Permit No.
Water Right Permit
2, NATUREOFWORK
fX Newwell D Deep€ned D ReplacementOwelldiameterhcrease O Modification
- fA(!Olied(b$ribe abandonment ormodmcatlon-procedures -
such as liners, screen, materials, plugdepths, etc. hllthologlc
bg, section 9.)
3. PROPOSED USE
/X Domestic D lrigation D Monitor
O hdustrial D Stock O Waste Disposalor hjection
O Other (specify type)
BALLPOINT PEN
1.><>c TYPE\ATRITER OR
7. WATER LEVEL
Staticwaterbvel 260 feetbebwbndsurface.
Flowing? O Ves X tto G.P.M. flow-
Artesian dosed-ln pressure____________1r.s. l.
Controlled by: O Valve D Cap O Pbg
Quality GOOD
.cmbei<lN.
11. DRILLER'S CERTIFEATION
IWe certify that all minimum well construction standards were
complied with at the time the rig was removed.
Firm NamauNllE;D DRll I lNGFiifilfilg, 414
Address P.o, sox 16z 1e 2-6-93-
Signed by Drilling Supervlsor ( k
and
tOperator)
(backhoe, hydraulic, etc-)
5, WELL CONSTRUCTION
Casingschedule: llil Steel D Concrete O Other-
llichess Diamts Fmm To
--2s.olnches 6 lnches +--2-leel-.36fi-feet
-inches-hches
feet ,,,--- feet
-lnches-hches
feet feet
Was casing drive shoe used? lX Yes D No
Was a packerorseal used? O Yes Xl NoPerforated? tlG Yes D No
Howperforated? D Fac{ory lO Knife D Totcft D Gun
Size of perforation? - I L2.. inches by .......2- hches' Nufibs Froni - lb
360 perforations-g-teet 322 leel
perforations _ feet
-feet
oerforations
-
feet---------------leet
Well screen hstalled? D Yes NoManufacturer_iyPeTop Packer or
Bottom of
Diameter Slot size Set from feet to
Diameter Slot size Set from feet to feet
Gravel packed? D Yes Qg No D Size-ot4ralel--
Placedfrom feetto feet
Surface seal depth 2oMaterial used lnseal:
Xl Bentonlte O Puddlingclay
O Cementgrout
Dng-
4. METHOD DRILLED
CK Rotary tlG Air
O Cable o Mud
Method of joining casing:
O Solventweld
access
DAuger O Reverserotary
o
O Threaded Welded
D Cemented between-strata
feet
Seatino orocedure used;
- -. tf"btiip. flniqsC?Sl
t'8fl[6re'""**n.
6, I.OCATION OFWELL tYf /fltJn
must egree with written loc'at1 ," (/JShetch ap bcation
I
1?^++.I 'r-t'-:--
Subdivisien Namo "''- f $
Lot No.Block No.
County SOOTENAI-_
AddressofWell Si," W
_fill- ve_!lli- v.r Sec.
T 52.N N DorS DE oorw O .(tf ditraaat th( n h. nitting."fa^.i<^4
8. WELL TEST DATA
O Pump O Baller Kl Air D Other
- Dlachargeo.RM..--.. --
6()+ F.STIMATFD 355
Hours
AIR LIF_[-
9. LITHOLOGIC LOG
Matenal
x
{Ar aQt HFA\ry r1r av ,q qaNn tirtY r(
1Al )1 TUT XfqANN Y
u41 apa \/Ei -[,.aaNrnOEA t(
260 I'i P
Cl'lS€! i::c:.v
315 3..:rl SANO l'.:RAVI='t- & CLAY MIY
----I_ t---I
-_l--r=:-
I
Work started -z=fj- finished- -2 =23-
0.
USE ADDITIONAL SHEETS F NECESSARY . FORWARD THE WHITE COPY TO THE DEPARTMENT
tlat u
%,
2t
Water
Yes I No8'' (,4 I(JH S(JIL
D SAND x
6'zv 16(J PAUKEU I;ANU & GRAVEL x
:'f2ts
cednlne
,d(
UNITED cRowN
FUMP I OnttLtfiG
lune 28,2018
Quarterly -
QUADPLEX BOOSTER PUMP SYSTEM
PUMP #1 1OHP -
PUMP #2 1OHP
PUMP #3 3HP
GARWOOD BOOSTERSYSTEM
5 HP WELL PUMP vu'€,U' )A &
,w
Date:
Bar Circle S Water Company
PO Box 1870
Hayden, lD 83835
PREVIOUS MAINTENANCE CHECK CURRENT MAINTENANCE CHECK
March27,20LB Iune 28,2018
Flow Meter Reading 8L.847.900 84,872,300
Flow 33 gpm 33 gpm
Amperage LL= 7.6 L2= 8.4 L3= 8.6 LL=7.5 L?=8.7 L3= 8.9
Voltage Volts: 489 volts: 487
ETHM 58,875.03 Starts: 30,651 60,406.37 Starts: 31,514
Total Starts This Period 673 863
Comments:
Amperage lrr= rz.e L2= t3.6 L3= 72.6 L1= 14.5 L2= L3.3 L3= 11.8
Voltage I+sr votts 487 volts
ETHM Itz,ozs.or starts:248,460 17,9t4.57 starts: 265,109
Total starts This Period ltz,an t6,649
Comments:
Amperage Ll=12.4 L2=Lt.8 L3= 11.6 L1= 11.0 L2= LL.4 L3= 10.8
Voltage 491volts 487 volts
ETHM 9,129.26 Starts: 108,367 L0,0t4.73 Starts: 125,016
Total Starts This Peiiod L7,878 L6,649
Comments:
Amperage LL= L4.7 L2= 13.8 L3= 14.6 L1= 13.3 L2= L4.2 L3= L4.6
Voltage 491 volts 485 volts
13,913.89 srarts: 250,092ETHM13,405.00 srafts: 231,942
18,150Total Starts This Perlod L7,878
Comments:
-
lunnins Good. Pioes sweatine.
lworkins sood- 1:&'2 come on iosethei lwo.iiln* nood. 1 & 2 come on tosether
uN,rroffi:T?.yN
PUMP #4 1OHP
PRESSURE TANI6 from East to
PUMP HOUSE TEMPERATURE
Amperage Lt= 11.5 L2=r0.8 L3= 10.6 L1= 11.1 L2=L1,.6 L3= 10.9
Voltage 491 volts 485 volts
ETHM starts: 17,881396.46 905.19 Starts: 36,630
Total Starts This Period L8,749
Comments:
Tank #1 l0k 0k; added some air. Now 55
Tank #2 lot 0k; added some air. Now 54
Tank #3 lok Ok; released some air. Now 55.
Commentsl
Upper Limit 37 37
Actual Level 31.83 32.63
Mag Flow meter 480,811,000 503,813,000
Auto Dialer Test Yes-workinq Yes-workins
Fire Pump ETHM L30.2 L30.2
Fire PumpAmp Readinq N/A N/A
Fire Pump Test No- Turned by hand.No- Turned by hand.
Condition ofReseryoir Good Good
Comments:
Dista View Transducer
Cleaning & Flushing
Yes - internal relayon.
Flushed. Working good. PSI 11.5
Yes - internal relay on.
Flushed. Workine good. PSI 11.5
MISCELLANEOUS
BAR CIRCLE S WEIL
MArN 6oHP wELr"F,
PREVIOUS MAINTENANCE CHECK CURRENT MAINTENANCE CHECK
Flow Meter Readins 7.395,L00 L7,043,700
525 eom sDmFlow
t1=L2=L3=Amperage L1=86.2 L2=86.8 L3= 90.8
Voltage 493 volts volts
milShort to Ground 100 mil
Continuity TLT2= 0.4 T1T3= 0.4 T2T3= 0.4 TLTZ= T1T3= T2T3=
ETHM 21,067.00 Starts: 502 Starts: 980545.05
Total Starts Thls Period 478
Comments:
\
LNITED CRO\[N
Custonrer:Bar Circle S Water Co Address:
Job Locadon:Neruv Well # 3 Phone No:
WELL DATA
PUMP & DR ILLING
P.O. Box 1870Tayden-'Iil*ffi--
208-661-3082
Tag f:
Total Depth:
StaUc Watrr Level:
Drlller Tested:
D00699't5
250.7
't00+
Test Pump Used:
Pump Setrlng:
Date of Test:
340
Wrr,w
Time. flo0Brr. Presgul€Water silf$c L.vpf,
Gaugq
Srlo(ll Fsr,t Per Sqrrre lmh
wdtr {
SlrHiw'|tgr
tarrd
9:00AM 250.7 250.8
9:15AM 0.00
9;30 AN | 300.00 80 :usty Licht sand 252.8 250.85
9;45 AIr 400.00 65 252-5 250.9
l0:00 A 500.00 47 254.25 250.95
l0:15AM 500.00 47 Clear 754.2 250.95
10:30 AM 500.00 47 2542 250.95
10:45 AM 500.00 47 254,2 250.95
11r00 Al 500.00 47 254.2 250.95
11:15 AN 500.00 47 254.2 250.95
11:30 Ai 500.00 47 254.2 250,95
11:45 Alv 500.00 47 Clear 254.2 250.S5
12:00 PM 500.00 47 u4.2 250.95
12:15 PM 500.00 47 254.2 250.95
12:30 PM 500.00 41 Clear 254.2 250.95
12:4EPM 500.00 47 Clear u4,?250.95
1:00 P 500.00 47 ?l,4.2 250.95
1:15 Ptr 500.00 47 u4.2 2s0.9s
1:30 P 5m.00 47 254.2 250.9s
1:45 PM 500.00 47 Clcar 754.2 250.95
2:00 PM 500.00 47 Clcar ?s4.2 250.95
2:15 P[ll 500.00 47 Clear 254.2 250.95
2:30 P 500.00 47 u4.2 250.95
2:45 PM 650.00 0 2s5.4 251
3:00 PM 650.00 0 255.4 251
3:15 Ptl 650.00 0 Clear u5.4 251
3:30 Pl 650.00 0 255.4 251
3:45 PIrr 650.00 0 255.4 251
3:46 AM 250.7 250.8
Solos . Servlce . lnslollolion . well Dtilling . Pump SyslEms
ReCdenliol . Commerciol . Mur$cipol
3'l25w.HqydenAve. . Hoyden, 1D83835 . {2081 772-7867 . 18001 682-9611 ' Foxl208f 772-7229
60 HP42O GPM
307ffi.-
Strn Test
Clear
Clear
Clczrr
Clear
Clear
CIear
Clear
Clear
Clear
Clcar
CIear
Clear
Clear
Clear
CIeor
Clear
Clear
End Test
Coeur d'Alene-Spokane River Basin Adjudication
Administrative Basins and Counties
Bonner
Kootenai
Shoshone
Benewah
Latah
Clearwater
LegendmBasin 95 Part 1
CSRBA Boundary
N
W
S
0 15 30 60 Miles
13
07 /27 /20L8
IDAHO DEPARTMENT OT WATER RESOURCES
RECOMMENDED I{ATER RIGHTS ACQUIRED UNDER STATE LAW
RIGHT NUMBER:
NAME AND ADDRESS:
SOURCE:
QUANTITY:
PRIORITY DATE:
POINT OF
DIVERSION:
PURPOSE AND
PERIOD OF USE:
PLACE OE USE:
95-'7 69L
BAR CIRCLE S WATER INC
PO BOx 971
HAYDEN ID 83835
ROBERT N TURNIPSEED
PO BOX 971
HAYDEN ID 83835
GROUND WATER TRIBUTARY:
1.160 CFS
80.40 AFY
Right Nos. 95-759L and 95-9130 are Iimited to a total combined diversion rateof 1.25 cfs.
ot/L'7 /L977
T52N R04W S25 NWNW Within KOOTENAI County
T52N R04w 526 NENW Within KOOTENAI County
T52N R04w 526 NENW within KOOTENAI County
This right does not grant any right-of-way or easement across the land of
another.
PURPOSE OE USE PERIOD OF USE
MUNICTPAL OL/OL L2/3L
Place of use is within the area served by the public water supply system of
Bar Circle S water Inc. The place of use is generally Located within
Township 52 North, Range 4 west, Sectlons 14, 22, 23, 24, 25, and 26.
QUANTITY
1.160 CES
80.40 AFY
OTHER PROVISIONS NECESSARY TOR DEEINITION OR ADMINISTRATION OF THIS WATER RIGHT3
Thj-s right authorizes the diversion of ground waterPralrie Ground Water Management Area (RPGWMA). Use
under this right shall be subject to the provisions
management plan approved by the director, lncluding
goals.
within the Rathdrumof water
of the RPGUIMA
its conservation
This partial decree is subject to such general provisions necessary for
the definltion of the rights or for the efficient adrninistration of the water
rj-ghts as may be ultimately determined by the Court at a point in time nolater than the entry of a final unified decree, Section 42-L472(6), Idaho
code.
lva
0'? /27 /2018
IDAHO DEPARTMENT OE WATER RESOURCES
RECOMMENDED WATER RIGHTS ACQUIRED UNDER STATE LAW
RIGHT NUMBER:
NAME AND ADDRESS:
SOURCE:
QUANTITY:
PRIORITY DATE:
POINT OE
DIVERSION:
PURPOSE AND
PERIOD OF USE:
95-9130
BAR CIRCLE S WATER INC
PO BOX 971
HAYDEN ]D 83835
ROBERT N TURNIPSEED
PO BOX 971
HAYDEN ID 83835
GROUND WATER
1.250 CFS
TRIBUTARY:
Right Nos. 95-769L and 95-9130 are limited to a tota] combined diversion rate
of 1.25 cfs.
03 /28 /2002
T52N R04W S25 NWNW Within KOOTENAI County
T52N R04w 326 NENW Within KOOTENAI County
T52N R04It 526 NENW Within KOOTENAI County
This right does not grant any right-of-lray or easemerlt across the land of
another.
PURPOSE OT USE
MUNICI PAL
PERIOD OF USE
0t/oL L2/3L
OUANTITY
wlthin the Rathdrum
of water
of the RPGWMA
i.ts conservation
1.250 CFS
PLACE OE USE:
Place of use is within the area served by the public water supply system of
Bar Circle S water Inc. The place of use is generally located wlthin
Township 52 North, Range 4 West, Sections 14, 22, 23, 24, 25, and 26.
OTHER PROVISIONS NECESSARY EOR DEFINITION OR ADMINISTRATION OE THIS VTATER RIGHT:
This partial decree is subject to such general provisions necessary for
the definition of the rights or for the efficient administration of the waterrights as may be ultimatefy determined by the Court at a point in time nolater than the entry of a final unified decree. Section 42-L412(6), Idaho
Code.
This right authorlzes the diversion of ground waterPrairie Ground water Management Area (RPGWMA), Use
under this right shall be subject to the provisions
management plan approved by the director, including
goafs.
Bb
t1
BAR CIRCLE S VATER SYSTEM
ENGINEENNG REPONT
PRESSURE ZONES
The system consists of only one pressure zone with no pressure reducing valves. The total elevation
change isjust under 70-ft. The target zone pressures are 40 to 80 psi. Pressures under the analyzed
demand scenarios are listed below.
SYSTEM ANALYSIS
The proposed system was analyzed using WaterCAD V8i by Haestad Methods to veriff compliance with
Idaho Rules for Public Drinking Water Systems (IDAPA58.01.08 section 552), lO-State Standards, and
the requirements of the Northern Lakes Fire Protection District. Unit demands were distributed across the
nodes in the model to accurately reflect dynamic system operation. Peak hour and max day plus fire flow
were analyzed with a steady-state model. The model consists of 56 junctions, 80 pipes, two wells with
pumps, four booster pumps, one fire pump, and one tank. The WaterCAD system map is in Appendix E.
Flow testing for calibrating the existing system was completed on October 17,2008. This testing was
coordinated and observed by Ben Weymouth, P.E., with Toothman-Orton Engineering Co. The fire
hydrant located betweenjunctions 48 and 49 was opened, and residual pressures were read at the hydrant
at junction 54. The test data is included in Appendix D. This data was used to calibrate the model by
adjusting the Hazen-Williams C-factor until the residual pressure in the model matched the observed
system pressure. Average day demand, a reservoir at elevation 2502.90 (90 psi at the pump house) for
system supply, and 154 ERU's was used for the calibration model. An adjusted C-factor of 142 was
determined and used throughout the model for system analysis.
The following scenarios were analyzed in WaterCAD
Demand Scenario Required Pressure (psi)
Minimnm Merimum
Peak Hour 40 80
Max Day + 1000 gpm Fire Flow, Residential 20 80
Max Day + 1500 gpm Fire Flow, Commercial 20 80
SYSTEM IIYDRAULIC MODEL RESULTS
The following results were obtained by use of the hydraulic model. The minimum required pressures
noted above are maintained for each scenario unless otherwise noted. The existing system represents all
212 connected and approved ERUs. Phase I of Double T Estates is the existing system plus 16 ERUs
(228 ERUs), and Phase 2 of Double T Estates is the existing plus 46 ERUs (258 ERUs).
Average Day
The average day scenario was not modeled because minimum system pressures will be experienced
during either the peak hour or maximum day plus fire flow events. Pump run time is not part of the
analysis.
Peak Hour
For the existing system, the minimum pressure is 52 psi, and the maximum pressure is 80 psi. peak hour
flows for Phase I of Double T Estates are 43 to 72 psi. Phase 2 of Double T Estates will be required to
add an additional pump with a minimum capacity of 135 Wm @ 125 feet to maintain system pressures
during the peak hour. With this pump, the pressures are 42 psi to 7l psi. The 135 gpm will aiso bring the
Toothman-Orton Engineering Co.Page 5 of7
l'lA
For DEQ Use Only
Log #
File:
Transmittal Form for Engineering Review
Consultant/Enoineer: DEQ has implemented a statewide program for tracking engineeing submiftals. Please fill out all
secl,bns (required) and rcturn a completed form with each submittal to DEQ. Failure to include this completed form
will result in admlnistratlve rej*tion of the project Only one set of plans/specsheports/etc is necessary per submittal.
2-22-18Date:6 Standard Review Ll GranUloan {-l Consent Order/Compliance I QLPE Review
Project Title:Bar Circle S Water Systems
Date Stamp
New project name? i-'l Old name:
WellProjectSummary of Project:
Garwood, Kootenai County
City and County:
Bar Circle S Sewer Purveyor:Water Purveyor:
lncluded in this submittal: D Checklists D Plans tl Specs 6 Record Drawings U Facility Planil Prelim Engineering Report l-J O&M Manual f] NP Study Ll TFM
C WillServe Lette(s) C Data/Calculations D WellSite Eval fl P&ZApp
Owner Contact Name:Robert Turnipseed
Double T Estates LLC
Owner / Developer Company:
PO Box 1870Address:
Hayden lDCity/State/Zp:
Phone:Email:
6Wrter f-lSewer fJWaterTreatment
f-lWastewater Treatment uBiosolids/Sludge
D Other
# of Connections:
Tate Engineering
ConsultanUEngineers - Company Name
Robert Tate
Engineer / Contact
rtate@tat+'eng.com
Engineer / Contact - Email Address
208 676 8708
Engineer / Contact - Phone Number
Please Leave Blank. For Official DEQ Use Only.
Dato Modned = Octob€r 4, 2010
Well Completion
Bar Circle "S" Water System
hvrnooucroN
Bar Circle S installed and completed a new well for the service of Double Tee Estates. The new well was
drilled and completed in March of 2016 and the piping installed the summer of 2016. However the final
controls and electrical were not completed until winter of 20\7. This report summarizes the completion
and testing of the new well for regulatory purposes.
The well and water system are located in SEC26, T52, R4W on a dedicated well site for the water system.
The report includes the follow:
Record Drawings of installation
WellLog
Water Quality Testing Data
Pump Testing Data
Conclusion on Drawdown
Wnren Qunuw Dnra
Sampling of the well was completed during the drawdown testing for initial water quality of the well.
The test results are included here.
Based upon the test results, the source meets the public drinking water standards.
ultlAL
OF
6896
'L'
M t
Accurate Testing Labs, LLC
;9J0 Meado$lark Wry
Crrcur d r\lqrc. ID 83815
Phonc (?0ll) 761 8178 Frx (l0ll) 76:908:
Ct
STATE OF IDAHO
Drinking Water Coliform Bacteria Analysis
Report
Order No.:2016040245 1
Report Date:04/15/16
United Crown Pump & Drilling
3125 W. Hayden Ave
Hayden Lake , lO 83835
Water System:
Location:
County:
Collected by:
Sample Type:
Date Collected:
Time Collected:
Bar Circle S
New Well
Kootenai
Gary Hunsaker
Rs-Routine Sample
04t14t2016
14:20
Date Received:
Time Received:
0411412016
15:05
Notes:
lF YOUR RESULT lS "ABSENT': The absence of coliform bacteria indicates lhat your water is not contaminated with
coliform bacteria.
lF YOUR RESULT lS 'PRESENP: The presents of coliform bacteria means that your water is contaminated, and may
contain disease causing organisms. Contaminated water should not be used for drinking water.
lf coliform bacteria are present, an additional test has been run for Escherichia coli bacteria. The result for this test is also
reported as being presenl or abssnt.
2
Method lAnalyte Result llmtvsis oato Analyst
92238-PA le. cot Absent lc,r',t1st16 MT
9?238-PA lTotal Coliftrm Absent lo4/i5i 1 6 MT
0
Lab EPA lD No.: 1D00912
u n ng
Method: EPA 524.3
FRDS Contaminant
2378 1,2,4-Trichlorobenzene
2380 cis-1.2-Dichloroethylene
2950 Trihalornethanes-Total
?943 Bromodichloromethane
2942 Bromoform
2941 Chloroform
2944 Dibromochloromethane
2955 Xylenes-Total
2964 Dichloromethane
2968 o-Dachlorobenzene
2969 p(1,4)-Dichlorobenzene
2976 Vinyl Chloride
2977 1 , 1-Oichloroethylene
Bar Circle S
3125 W. Hayden Ave
Hayden Lake , rD 83835
Sar. *: 17O2O6 Labor- a Nffi:
Acu.rrote Tcsting [,abs, f,LC
7950 Meadowlark Way
Coeur d'Alene. lll 83815
Plure [phone] Fax [phone]OB2
Web sile:,nww.accuraletesling.com
E-mail: info@accuraletesting,@rr
Lab Order No.: 2016040244 2
c {voc}ANALYSTS REPORT
Analyst: ANA
Results* MCL*
ND 70.0
ND 70.0
ND 80
ND
ND
ND
ND
ND 10000
ND 5.0
ND 600
ND 75.0
ND 2.0
ND 7.0
Results* McL* MDL*
ND 100.0 0.5
ND 5.0 0.5
ND 200 0.5
NO 5.0 0.5
ND 50 0,5
ND 5.0 0.s
ND 5.0 0.5
ND 5.0 05
ND 100 0.5
ND 5.0 0.5
2.24 1000 0.5
ND 700 0.5
ND 100 0.5
MDL*
0.5
0.5
o.25
0.5
0.5
0.2s
0.5
0.5
0.5
0.5
0.5
0.5
0.5
Ana,ysis Date: 04/10/16
FRDS Contaminant
2979 trans-1.2-Dichloroethylene
2980 1.2-Dichloroethane
2981 1,1,'l-Trichloroethane
2982 CarbonTetrachloride
2983 1,2-Dichloropropane
2984 Trichloroethylene
2985 1,1.2-Trichloroethane
2987 Tetrachloroethylene
2989 Monochlorobenzene
2990 Benzene
2991 Toluene
2992 Ethylbenzene
2996 Styrene
'Repodsd in ug/L unhss oths,wise noted. units differ lor se@odaty MCLS d€pcrdiog on mtaminant
ND = Nd detetsd wilhin smstrivity o, insuumenl
Ernpty ! No analysis Perlorned for thb contamanant
MOL . Mclhod detodioo limit
MCL - M.ximum Contaiafiant LcElv@: Sub_Lah Analek Labs. lnc
Comments:
*oh,,&na*
Lrilt"ty6"-'"*
Oigitally signed by:
Waltor Mueller 04t29116
3
Date Received: O4n4nU6 Date Reported by Lab:04nU16
Compliance or Replacement Sample: Compliance
Dato Collected: 0411 412016 Time Collected: 14:04
Sarnple Type: PlanlTap
PWS No.PWS Name: Bar Circle S
Sample Location: )iew Well
Collector: Gary Hunsaker Phone: [phone]
n
Lab EPA IO No: 1D00912
Date Received: 0411412016 Date Reported by Lab. 04ngl16
Compliance or Replacemenl Sample: Compliance
Datc Collected: 0411412016 Time Collected: 14120
Sarnple Type: Plant Tap
PWS No PWS Name: 8ar Circle S
Sampling Location: Nev, Well
Collector: Gary Hunsaker Phone: [phone]
Lab Sar :#: 170205
Comments:
&
Labor "y Narne-
Acu.rrate Testing Labs, I",LC
7950 Meadowlark Way
Coeurd'Alene, lD 83815
Phone [phone]
Fax [phone]
Web site: www.accuratetesting. com
E-mail: [e-mail]
Lab Order No.: 2016040244 1
Public Drinking Water System INORGANIC CHEMICAL (lOC) ANALYSIS REPORT
'Reponed in mg/L unls$ othwise noted, units differ for secondary MCLS deperdiflg m @nlamioanl
ND = Not d€tectsd wilhin semitivity of inskumenl
Empty = No anarysis per{o.med fol thi! eontamhant
MoL = Method delaclion limit
MCL . Maxlmum Contamimr* Lsel
Bar Circle S
3125 W. Hayden Ave
Hayden Lake
/l
*,o#q {*n&*,/
Laboratory Supervisor
Digitally signed by:
wallet Mileller
44t29t16
ID 83835
4
Phase ll Phase V
FROS Analytes Results MCL+MDLT N,lethod Analyris
Date
rRDS Analytes Results MCt*MDL*l"lethod Aoalysis
Dale
1010 Bariutn 0.032 2.0 0.002 EPA 200.5 Ml19l"6 rrvM l0l6 Nickel Nt)0, l0 0.005 EPA 200.5 04ltgl t6 tVf"l
t0l5 Cadmium ND 0,001 0,00r EPA 200.5 04ll9lt6 to74 Antimcny ND 0.006 0.003 EPA 200.5 ul19l16 WM
1020 Chromium ND 0.10 0.007 EPA 200.5 wrslt6 wfl 1075 Beryllium HD 0.004 0.000 EPA 200.5 04/19/16 WM
1035 Merory ND 0.002 0.000 EPA 245.1 04!r9l$w{1085 Thalliunl NO 0,002 0.001 EPA 200.9 ul2zl!6 WM
t0lB NO2/NO3 0.92 10.0 0.5 EPA 300.0 0q1s/16 !VM Other IOCs
1040 Nitrate-N 0.r2 10.0 0.5 EPA 300.0 a4t$t16 wH 1005 Arsenic ND 0.010 0.00r EP 200.5 04/L9l t6 wii,l
l04t Nitrite-N ND 1 0.1 EPA 300.0 04lrsl16 wM 1025 Fluorlde ND 4,0 c.2 EPA 300.0 o4lt5l16 WM
1045 Selenium ND 0.050 0.002 EPA 200.5 04/19/16 WM 1052 Sodium 3. t8 500 0.3 EPA 200.7 04120116 WM
r024 Cyanide
S econ d ary I OCs (optio n al)
1002 Aluminum 1055 Srdfate 4.05 250 EPA 300.0 or'.tfilt6 WM
1C03 Ammonia 1095 Zinc
r016 Calcium !905 Cdor
t0r7 Chloride 19r5 tlardne$
1022 Copper 1920 Odor
1027 Hrr, Srlide 197.5 ptl
t028 [ron r926 Cordu.d{lty
103 1 i,laqnrliufi 1927 Alkalinity
t032 Hanqanese 1930 Dls* Sdlds
1042 Posta$ium t99?hggs h&
r049 Silka 5iO2 2905 Sudadaots
1050 Silver 1030 Lead
I ra9*
I
Date Received: 0411412016 Date Reporled by Lab.04129116
Compliance or Replacement Sample: Compliance
Date Collected: 041 1412016 Time Collected. 14:04
Sample Type: Planl Tap
PWS No PWS Name: Bar Circle S
Sample Location: New Well
Collector: Gary Hunsaker Phone: [phone]
a
Lab EPA lD No.: 1D00912 Sar, *'. 170207 labor y Namei
Ace .rrrttc'l'e.sting Labs, LLC
7950 Meadowhrk u/ay
Coeurd'Alene, lo 83815
Phone [phone] Fax [phone]
Web sile ww.accura(elesling.cql
E-mail: [e-mail]
Lab Order No.: 2416040244
Public Drinking Water System SYNTHETIC ORGANIC (SOC)ANALYSIS REPORT;
FRDS
2005
2010
201 5
2020
2031
2032
2033
2034
2035
2036
2037
2040
2041
zUZ
2046
2050
2051
2065
2067
2105
21 10
2271
2039
2306
2326
2383
2931
2946
2959
Contaminanl
Endrin
Lindan€
Mathoxychlor
Io)€phene
Dalapon
Diqual
Endothall
Glyphosate
Di(2-ethylhexyl)adlpate
Oxamyl
Simazine
Picloram
Oincaeb
Hexachlorocyclop€nladiene
Carbofuran€
Atrazine
Alachlo.
l{eplachlor
Heptadlor Epoxide
2,4-D
2,4,'TP
Hexacfilorobenzene
Oi(2-ethylheryl)Phlhalate
Benzo{alpyrene
Pentachlorophenol
PCB's
Oibromochloropropana (DBCP)
Ethyle.le Ditromlde (EDB)
Chlordane
Results ug/L Method:
ND EPAsOs
NO EPA 505
ND EPA 505
ND EPA 505
ND EPA 515.3
ND EPA 549.2
ND EPA 548.1
ND EPA 547
ND EPA 525.2
NO EPA 531,2
ND EPA 525.2
ND EPA 515.3
ND EPA515.3
ND EPA 525.2
ND EPA 531.2
ND EPA 525,2
ND EPA 525.2
ND EPA 505
NO EPA 505
ND EPA 515.3
ND EPA 515.3
NO EPA 5?5.2
ND €PA 525.2
ND EPA525.2
ND EPA 515.3
ND EPA 505
ND EPA 504.-1
NO EPA5O4.1
ND EPA 5O5
Analysis Date
04n8/10
04/18/16
04/18/16
04/18/16
ut19t16
0.4,n6lrc
Ml?0116
04n5t16
04/26116
04/28/16
un6n6
04t19/1a
04/19r16
o4n8t16
04/28/16
04nd16
04/26/16
04/r E/16
c,t't18l16
04/ t 9/'16
O.t/'l 9/'16
o4n6l16
04/26/16
04n6/la
04/19n6
ul1a1B
04/26i16
04n6n6
04t18t16
MCL.
2.0
0.2
40
3.0
2@
20
1m
700
4m
200
4.0
500
7.0
50
40
3.0
2.0
0.4
0.2
7A
50
1.0
6.0
0.2
1.0
0.5
o.2
0.05
2.0
MDLA
0.01
0.02
0.1
'L0
1
0.4
I
6
0.6
2
0.07
0.1
o."
0.1
0.9
0.1
0.2
0.04
0.02
0.1
o.2
0.1
0.6
0.02
0.04
0.2
0.04
0.01
0.2
Analyst:
ANA
ANA
ANA
ANA
ANA
ANA
ANA
ANA
ANA
ANA
ANA
ANA
ANA
ANA
ANA
ANA
ANA
ANA
ANA
ANA
ANA
ANA
ANA
ANA
ANA
ANA
ANA
ANA
ABar Circle S
3125 W. Hayden Ave
Hayden Lake
L-akq
Laboratory Supervisor WaltetMueller
04129t16
, rD 83835
5
Wru- Drv*opMENT
The well was test pumped on April 1.4,201.6. The well was test pumped for 6 hours and 45 minutes at
various discharge rates. The proposed design pumping rate is 450 gallons per minute. The test pump
was capable of pumping 650 gallons per minute. The well was initially pumped at 300 gpm for 15
minutes and brought up to 400 gpm and then pumped a 500 gpm for 4.5 hours. Draw down was
measured in the well and the adjacent production well.
Static water level dropped 3.5 feet during the 500 gpm test pumping and stayed consistent for over 4
hours. The static level dropped .15 feet in the adjacent well during the test pumping.
Production was increased to 650 gpm and the static level dropped 1.2 additional feet in the production
well and only dropped .05 feet in the adjacent well.
Based upon the well development test results we conclude that the new well can provide 500 gpm with
adverse affects on the adjacent wells.
Both wells recovered to previous levels within 1 minute of pumping shut down.
6
I.II{ITED CROWI.{
PUMP & DRILLING
Customer:
Job Locatlon:
Tag f:
Total Depth:
Slalic Waler Level:
Drlller Tectedr
Bar Crrde S Water Co !,ddress:
New Well # 3 Phone No:
WELL DATA
D0069915
Hayden lD 83835
208-661-3t 82
P.O. Box 1870
340 Test Pump Used:
Pump Ss$ng;
Dale of Test:
60 HP 420 GPM
-
160-307
04114t16
ilrr,r{
Floev Water Quality Stat,c L.vcl
lnch
Wrlll I
Slrdc W.t.r
Lavcl
250.7 250 I
0.00 SEn Test
9;30 AM 300.0{80 Rusty Lieht sand 252.E 250.85
400.00 Clcu 25 2.5 250 I
10:00 AM 500.00 4'l Clear 2J4.25 2s0 95
10:15 AM 500.00 47 Clcar 25{.2 250_95
500.00 47 Clcar ?54.2 250.95
10:45 AM 500.00 4'l Clcar 251.2 2s0.95
1:00 Atu 500.00 47 Clear 254.2 250.95
11:15 AM J00.00 47 Clear 254.2 250.95
500.00 47 Clcar 251.2 250.95
500.00 47 Clcar 251.2 250.95
12:00 PM 500.00 17 Clear 254.2 250.95
12:15 Pi 500.tn 47 Clear ?51,2 250.95
500.00 47 Clenr 254.2 2s0.95
12:45 PM 500.00 4?Cleer !54.?250.95
500.00 47 Clcar 254 2 250.95
1:15 PM 500.00 47 Cltxr 15.1.2 250.95
130PM 500.00 47 Clear 254.2 250,95
500.00 .t7 Cl€r )(t,250.9s
2:00 PM 500.00 47 Clcar 254.2 250.95
500.00 47 Clsrr 25,1,2 250.9s
2:30 PM 500.00 47 Clcar 154.2 250.9s
6J0.00 Clear 255.4 251
3:15
650.00
650.00
Clear
Clear
255.4
255.4
251
25'l
650.00 0 Clclr 255.4 251
:45 PM 650.00 0 Clear 155.4 251
Eni.l Tcst
3:46 AM Rsovery in < lvlinutc 250.'1 250 8
lc:sj . s€rvrce . lnslollolion . v/ell Drilling . Purnp Syilem!
fiericlenliol . Commerciol . Municipol
3l?5w HoydenAvs . Hoyder,, lD83835 . .208l. 772-7467 . l800l 682-96.1 1 . Fox 12081 7727?29
9:15,
10:30
't ooP
2:15 t
3:O0 F 0
3:3(1 F
{.II{ITED ,CROWN
PUMP & DRILLING
3125W HaydenAve Hayden,lD 83835
Phone (?08) 772-7867 Fax [phone]
Unitedcrown.com
Bar Circle S Water Company Date prepared'1112012015
P.o. Box 1870
Hayden, lD 83835 Eslirnator Chris Agueros
[phone] Pho{te I
Phase 2 Set 60 hp a8OGPM @340TDH
Estimate based on the following:
Oty Unit ltem/Description
ESTIMATE
License RCE4153
Estimate # 5785
Job Location:
162902NCircleSTrail,
County: Kootenai
Cuslomet Job/Well #
Unit Price Extended Price
Top of Well' 340 Feet
340 Feet
' 1 Each
6 Hour
1 Each
1 Each
1 Each
6" Galvanized pipe
#A4 Flaljackeled cable
Motor Splice tape and Banding
Hoist Truck Time
Franklin 60 HP 460/3 Starter
Franklin 60HP 3ph 460v 8" Motor
Franklin 8'550GPM 60HP Turbine
Total for Top of Well
Pumplng System, 340 Feat 1" 250 PSI Poly Pipe
1 Each Sch40: 1" cap {fipt)
1 Each Brass 1" poly insert male adapter
I Hour Crane 65 Ton With Operator
3 Each 6'Ftomatic S0D|PLG ductile clreck valve dbreak
off plug
26 Each Round Trip Mileage 2 Trucks
I Hour Service Tech ( 3 Man Crew )
Total for Pumping System
System Options
Item/Description
Franklin 60 HP 460/3 Soft Slart panel
s Fnsnklin ElecGrie
lr
600
5@
400
300
200
r00
100 200
-
5505TS6 Performsnce Curve
*8" ACtual Performance
E Design Point
-5505T56
0 RPM Pertormance Curve
-Efficiency
20
10
0
550 STS 8" Pump Performance
400
US GPM
500 600 700 800
09
0.8
0.7
u.o
0.5
0.4
0.3
0.2
0.1
00
()
.9tJ
ui
3000
Max Power on Curve:58.0 HP
Motor Selection: 8in /O.200HP
2 A Uim impellers
3 B trim impellers
0 C trim impellers
70
60
50
o- 40r30
Power Requlred
--4J
400
US GPM
0
I I-f-I II
I I
-l--i-
.l
I
I
+k#
I
I-t{
--L--I
J.*.*+"-
I
I ,tt Ill I{t III+ll ittl
!I
100 200 300 500 600 700 800
I
Form238-7
6l07
Drilling Permit No.
1. WELL TAG NO. O 00699 1 5
IDAHO DEPARTMENT OF WATER RESOURCES
WELL DRILLER'S REPORT
Water right or injection well #95-9130
12. STATIC WATER LEVEL and WELL TESTS:
Depth first water encountered (ft) 250 Static water level 1tt1 250
Water temp. (oF)Cold Bottom hole temp. Pf )Cold
Describe access port SteelWelded Cap2. OWNER:Bar Circle S Water
Name Robert Turnipseed
state lD zip 83835
or South El Rge. 4 East I or West E
1/4 NW 1/4 NW u4
-tlm-i- -lriEaE- 1ilE-
Orawdom (feet)Oischarge or
visld loom)
Tesl du.ati@
{minulss)
NA 1 00+240
Company Name
'Principal Driller
Wat6r quality t€st or commenls:Clear,Clean and Cold
LOG and/or or abandonment:
14. DRILLER'S CERTIFiCATION:
l/we certify that all minimum well construction standards were complied with at
the time the rig was removed.
fest mcthod:
Pump Baihr Airtrtr4trtrtr
naaress PO Box 1870 Flowing
aneslan
City Hayden tr
D3.WELL LOCATION:
Two. 52 *onn t
Sec.26
Gov't Lot _ County Kootenai
Lat.47 o 49.878 (Deg. and Decimal mhd$)
(Deg. md odimal minutes)Long.116 o47.867
Address of Well Site South West Corner of W. Garwood Rd
and N. Circle S Trl@
Lot. _ Blk. _ Sub. Name
,1. USE:
City Rathdrum
DE Domestic I Munictpal E Monitor EI lnigation I Thermal E tnieaion
Other Public Water Suoolv
5. TYPE OF WORK:
EIE Newwell tr
Abandonment Other
well n Modify existing well
6. DRILL METHOO:
[! Air Rorary fl Muo Rotary [ cabte E otter
7. SEALII'IG PROCEDURES:
Seal matenal Frm (fi1 QuantitY (lbs o, fl-Placemenl melho(UprGedure
Bentonite Grout 0 65 6757.82 Temp. Casing
lbs.Pumped wffremie
8. CASING/LINER:
Liner Threded weldedatr trtrD DEItr trtrtr tr
Was drive shoe used? E V O N Shoe Depth(s)nq @ 340'
9. PERFORATIONS/SCREENS:
Perforations Ev trN Method-
Manufactured screen E Y ENType Stainless Steel Wire Wrapped
Method of installation Pulled Casing Back
From (ft)To (fr)Slot size Numbtr/lt Oiamsterlrcminal)Matenal Gaugo s Schedub
318 338 050 9.5.Steel
Length of Headpipe Length of Tailpipe 2'
Packer EIY EN Type K-Packer
TER
Filter Malerial From (tt)To (fi)ouadty (Ds or fr3)Plament melhod
NA
11. FLOWING ARTESIAN:
Flowing Artesian? tr v E N Artesian Pressure (PSIG)
-
Describe control device
*Driller
'Operator ll Date
Dat6
EI
D
tr
tr
1'
gs. l.ls. 632
Date 3/15/2016
e6te 3/'t5/2016
Bot€
Dia.
(ln)
From
(n)
To
(n)
Remarks, lllhology or descrlptlon of repalrt or
abandonmcnt, walor tomp.
Wal€r
N
15 0 3 Top Soil and Gravel X
15 3 10 Sand, Gravel and Cobbles x
15 10 47 Boulders, Sand and Gravel x
15 47 65 Sand and Larqe Gravel x
12 65 '180 Sand and Gravel x
12 180 250 Sand, Gravel and Tan Clay x
12 250 280 Coarse Sand X
12 280 340 Coarse Sand and Gravel x
140'.Comoloted Deoth {Measurable): \
oate srarred: U2612016 Date completed: 3 I 1 51201 6
Oiameter
inominal)From (ft)To (ff)Gaug€.4
Schedule Material
10'+2 318 .365 Steel
' Signature of Principal Driller and ilg operator are reguired.
operator I-
{
6
n
I
't
I
;
'I!
I
E
E'
*I
ll€p "p"{g
Bd'
GARWOOD RD
16
ile
I
Bar Circle "S" Water System
Well Development Plan
Sec. 26, Turp.5z N., R 4 W., B.M.
Kootenai County, Idaho
OWNER
Robert Tirrnipseed - Double T Estates, LLC
P.O. Box rBTo
Hayden, Idaho 83835
srrEs ENGINEER
TATE
ENGINEERING INC.rt
1625 North 4th Street, Stc. 2O.+, Coeur d'Alene tdoho,
8381 4
E.MAIL
[phone]infoototc-cng.com
INDEX OF SHEETS
NOTE
tr L&mN tr U ffi& US$$NNo.+-\. SlT"i.f ffi Si,f i"3XH[,,J^'*ml rrcrt!L) l#irffi#ii; ir{[T##;"
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WELLNOTES:
OMIIEIMTM RFilIRFIENIS
A, OWNER MS RT.ED APPUCANON WTH PPROPRATE WAIER ffiTH I,D.W.R.
B, ORILLER SMI.L NLE APPUCANON FOR DRILLIT*G PERI/'T ffTH I.D.W.R.
UTERI ND EOUIPUEM
A, EQUIPMENT ND/OR UTERIALS. INCLUDINC DRILLING FLUIDS, USED IN WETI
CONSTRUCIION, SHALL BE N.S,F, 61 APPROVED.
GEOLOGICAL $MPLING
A. SAMPUNC IMTERVI (E.9, EVERI 5 FEET OR CHNGE IN LTIHOLOGY), ND
MEIHOOS OF SilPUNG SHALL BE IDET-{TIFIED.
B. SATPLES SSLI BE COLLECTEO ANO SAVED.
OAIUNGA AIL.DOUIHOLE- M^TERIALS SMLL BE CLEANEO NO DISINFECTED WTH50 ppm CHLORINE SOLUTION, PER 1.0.w.R. Rt LES.
B. N.S.F. APPROVED ORIT.LING MUD SHALL BE USED,
casllgA. FOR STE€L CASINC. WELOS SHALL PENEIRATE fu[ THICKNESS OF THE
CASING WAIL,8. CASINC SHALL MEfi THE FOLLOWING REOUIREMENIS: 10 lNcH NOMIML CASING
THTCKNESS 0,355 0iCHES.
SEALSA. D€PTH, MEI}OO OF PLACEYENT, ANO TYPE OF SEAL AS FOTIOIVS:I. SLOW AD CONNNUOUS.2, MINIUUU sOX EXCESS SEIL U]ERUI ON StrE.3. WIINDMW IHE IEMPOMRi CASING ND/OR IREilIE AS I]IE SEAL IS
PLACED
SCREFNS ND ffiORAED MINGA CASING PERFORANONS SIZE. ftPE, AND SPACING SPECINED SMLL BE
NOTEO ON WELL LOG-
B. SCR€ENS ANO FILTER PACK SHAIL BE SIZEO ESED UPON SilPUNGS
OF LITHOLOGY AND RECORDED ON R€CORO DRAWINOS.
stE comlA RUNOF Sru NOT CONIAN SMIMENT UNLESS EROSION COMTROL UE SURES.
AS APPROr'EO AY D.E,O. ARE Iil PLACE.
B, WATER LEASNC BE SITE SHALL NOT COf,IAN WEIL DRILUNG CHEYICILS OR
SEALANT UIERT^L.
C. WELL CONSTRUCNON WASTE AND/OR DEBRIS, INCLUOINc ORILUNG FLUID WASIE,SMTI BE OISPOSED OF AT A SANITAfr I.ANDNI OR OTHER APPRO\ED SITE.
PUMP SITFA. ALL MAIERhLS SMLL 8E NSF 6 I PPRryED.
VENIEO
SANITARY CAP
VENT W,/24'
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2016 Drinking Water Supply Report
Idaho Department of Environmental Quality
System: Bar Circle S Ranch
PWS#: IDl2800l0
County: Kootenai
Date of Survey: June28,20l6
System Representatives Present at Survey: Robert Turnipseed, Responsible Charge Operator
Surveyed by: Suzanne Scheidt, Senior Drinking Water Analyst
Available Sources: Well l, Well 2, Well 3 (pending construction)
Primary Source: Ground Water
Water System Type: Community
Population: 345
Service Connections: I 65
A photographic log is enclosed with the narrative report.
System Overview
The Bar Circle S water system (System) is classified as a community water system serving the Bar
Circle S Ranch subdivision, Garwood Business Center Subdivision, Double T Estates Subdivision,
Country Estates and the Garwood Elementary School.
The System is supplied by wells 1 and2 drawing from the Rathdrum Prairie Aquifer. Well 3 was
completed in March 2016, and had not yet been brought on line to supply the System. System storage
is provided via a 185,000 gallon reservoir receiving water from the designated transmission main
supplied by wells I and2. Booster pumps draw from the reservoir to provide boosted pressure to
distribution.
A primary logic controller (PLC) system housed within the booster station generates the call for water
from wells I and2 based on pressure transducer readings reflecting reservoir level. Autodialer alarms
are generated from the PLC via cellular communication to the responsible charge operator in the event
of low or high reservoir level, power failure or actuation of the I l0 hp fire pump. A 125 kW diesel
generator equipped with secondary containment (double lined barrel) provides back up power to well 2
and the booster pumps (including the fire pump).
The System maintains an emergency intertie with the neighboring Alpine Water District. A gate valve
provides separation between the two approved water supplies.
Source Information
The System's notice of claim to a water right is being reviewed by Idaho Department of Water
Resources (IDWR). Wells are described separately below.
I
Well 1
Well I was drilled in 1977 and is located on North Circle S Trail on a 0.98 acre parcel owned by Bar
Circle S Water Inc. The well is protected inside a locked well house and meets all required setbacks
from potential sources of contamination. The Driller's Report on file indicates the l6-inch steel-
cased well was cable tool drilled to a depth of 342 feet below ground surface (bgs) and constructed
with a 50- foot cement grout and puddling clay surface seal. The well was equipped with a telescoping
screen from 322 to 342 feet. The lithologic log indicates the well was drilled through multiple layers of
sand, gravel, and boulders. A static water level was reported at260 feet bgs.
DEQ records indicate a back-up well on the property was originally equipped with a 1.5 hp pump. The
pump was transferred to the casing of well I for back up purposes and later removed. The back-up well
is capped and physically separated from the system; however, does provide a conduit through which
contamination may reach the aquifer. As such, it is strongly recommended the back up well be
properly abandoned as per IDWR. DEQ will notify the System as grant funding opportunities for well
abandonment become available in the future.
The well is equipped with a 60 horsepower submersible pump producing approximately 450 gpm.
Since the time of the field inspection, the screened mushroom cap vent was re-installed off the well
cap. Photos of the vent were provided and saved to the System file. The well discharges via signal
from the pressure transducer installed on the l0-inch ductile iron shared inflow/outflow main to the
185,000 gallon reservoir. Valves are installed on Circle S Trail adjacent to the well lot to isolate the
connection to the reservoir and allow for the well to discharge to the lO-inch distribution main.
However, a mechanism to actuate the well under these operating conditions to preclude over-
pressurization of the system is not currently provided. Well discharge may be isolated from distribution
and routed to waste via a fire hydrant on the well lot property.
The well discharges via a pitless adaptor to a below grade vault constructed from a steel culvert housing
well discharge appurtenances. Discharge appurtenances include: an instantaneous and totalizing flow
meter, check and gate valve, pressure gage and source sample tap. A I -inch galvanized line is installed
on well discharge downstream of the gate valve and is required to be physically disconnected and
capped prior to October 31,2016.
Well3
Well 3 was completed in March 2016 on the common well lot with well I atNorth Circle S Trail. The
well was drilled approximately 20 feet north of the existing well house and meets all required setbacks
from potentialsources of contamination. The Driller's Report is on file and indicates the l0-inch
steel-cased well was air rotary drilled to a depth of 340 bgs and constructed with a 60 foot bentonite
grout surface seal. The well was equipped with a slot size 0.50-inch screen from 318 to 338 feet.
The lithologic log indicates the well was drilled through multiple layers of sand, gravel, and boulders.
A static water level was reported at250 feet bgs.
The well is also equipped with a 60 horsepower submersible pump producing approximately 650
gpm. The well discharges via pitless adaptor to a concrete vault located inside the well house building.
Well discharge appurtenances include an instantaneous and totalizing flow meter, check valve, and gate
valve. Prior to the well supplying the System, discharge appurtenances will also include a smooth
nosed sample tap, pressure gage and screened vent as required by the Idaho Rules for Public Drinking
2
Water Systems (ldaho Rules). The well will also be equipped with a mechanism to isolate the well
from distribution in order to discharge to waste.
Under future routine operation, well 3 will also discharge via a designated 6-inch main to supply the l0-
inch designated transmission main feeding the reservoir. The well is also configured to actuate based
on settings relayed from the pressure transducer installed on the lO-inch ductile iron shared
inflow/outflow main to the reservoir. Valves are installed on Circle S Trail adjacent to the well lot to
isolate the connection to the reservoir and allow for the well to discharge to the lO-inch distribution
main. However, as with well l, a mechanism to actuate the well under these operating conditions to
preclude over-pressurization of the system is not currently provided.
Initial monitoring from well 3 will be required at the time the source is brought on line to supply the
System. Please notiff our office at this time so that monitoring requirements may be assigned.
Well2
Well 2 was drilled in 1993 and is located at 654 W Garwood Road on a0.42 acre parcel owned by Bar
Circle S Ranch Water Inc. The well meets all required setbacks from potential sources of
contamination. The Driller's Report on file indicatesthe 6-inchcased well (8 inches to 20 feet
bgs) was air rotary drilled to a depth of 360 feet bgs and constructed with a 20 foot bentonite clay
surface seal. The well casing was perforated (r/z-inch by 2-inch) between 335 and 352 feet. The
lithologic log indicates the well was drilled through multiple layers of sand, gravel, and clays. A static
water level was reported at260 feet bgs. A mushroom vent equipped with screen is installed on the
well cap.
The well is equipped with a 5 hp submersible pump producing approximately 30 gpm; the pump is
actuated by the ultrasonic level sensor installed in the reservoir. During non-irrigation periods, the well
operates routinely in lead. The well discharges via pitless adaptor into the booster pump building to
supply the reservoir. A flow meter, sample tap and isolation valve are installed on the galvanized well
discharge in the booster pump building.
Under regular operating conditions, the well discharges to the reservoir. Gate valves are provided on
well discharge to isolate flow to the reservoir and discharge directly to distribution; however, as with
well l, pump controls are not provided to actuate the well under this configuration.
Distribution System
Booster station
The distribution system is provided with boosted pressure via five centrifugal pumps housed in the
booster station sharing the 0.4 acre property at 654 W Garwood Road owned by the Bar Circle S Water
Co. While the reservoir is configured with a shared l0-inch ductile iron inflodoutflow main, check
valves preclude the reservoir from gravity supplying distribution. Rather, gravity supply from the l0-
inch ductile iron main supplies the booster station via a tee located between check valves and reservoir
discharge. Under regular operation, four 10 hp centrifugal pumps and one 110 hp fire pump actuate in
response to pressure switch settings in a fixed rotation as per the table below (amended from 2013
3
survey). Booster pumps are equipped with an automatic low level reservoir cut off. A pressure relief
valve, instantaneous and totalizing flow meter, and sample tap are provided on boosted discharge to
distribution.
Booster Pump #Pump/lVlotor Horsepower Actuation Range (psi)
Pump #l Jacuzzi / U.S. Electric l0 52-72
Pump #2 Jacuzzi / U.S. Electric l0 47-67
Pump #3 Griswold / Emerson 10 43-63
Pump #4 Griswold / Century 10 38-s8
Fire Pump Peerless ll0 <38
Since the 2013 survey, fire pump impellers were replaced, reducing the pump horsepower from 150 to
I l0 hp. Following replacement, Northern Lakes Fire Protection District conducted additional fire flow
testing from distribution and found flow rates exceeded minimum requirements of 2,500 gpm at3,121
gpm.
The four l0 hp pumps actuate based on pressure switches on boosted discharge. It appears the 110 hp
fire pump is actuated via a separate pressure switch control system (Firetrol, Inc.) monitoring boosted
pressure entering the reservoir, United Crown Pump and Drilling will be providing clarification on this
configuration. The operator reported during the survey that the fire pump automatically responded to a
recent fire flow demand on the System.
Three Challenger hydropneumatic bladder tanks ride on boosted discharge. The tanks were last tested
on March 30,2016 and may be individually isolated and drained. Each hose bibb drain is equipped
with adequate backflow protection.
Reservoir
Distribution storage capacity is provided via the 185,000 gallon Mount Baker Silo above grade concrete
reservoir constructed in 1997. The operator indicated original reservoir construction included a lining
between reservoir joints. The reservoir exterior was found to be in excellent condition, no leaks were
observed during the field inspection.
As previously indicated, reservoir levels are maintained via a pressure transducer installed on the l0-
inch ductile iron main shared inflow/outflow to the reservoir. The transducer modulates actuation of
wells via the PLC to maintain storage levels set by the operator.
As a follow up to the survey, photos of the screened reservoir vent and locked reservoir access roof
hatch were provided. The operator indicated the reservoir hatch is equipped with a water tight seal.
The reservoir overflow discharge outlet was inspected during the survey and found to be adequately
equipped with 24-mesh screen.
Distribution Main
The distribution system serves 165 metered residential connections. Distribution mains consist of 6-,
8- and lO-inch Class 160 PVC and C900 main. Distribution pressure ranges between 50 and 70 psi.
The operator indicated that the System is currently reviewing potential benefits of construction of a
4
northern booster station. While distribution main pressure in the northern zone averages 50 psi, sizing
of some service connections may be attributed to observed flow restrictions by respective customers.
The operator indicated distribution main is primarily looped; with all dead end main terminating at fire
hydrants. As per the Idaho Rules, dead end mains are required to be flushed at a minimum velocity of
2.5 feet/second at a minimum frequency of twice per year.
According to Tyler Drecshel, Fire Marshall with Northern Lakes Fire Protection District, the System is
required to meet commercial fire flow requirements of 2,500 gpm for two hours. Fire flow testing
conducted under the oversight of Fire Marshall Drecshel within the past year demonstrated system
capacity of 3,121 gpm.
Cross Connection Control Implementation
As per the Idaho Rules, the water system purveyor is responsible for implementation of a Cross
Connection Control Program. The water system purveyor is defined as "the person, company, or
association who provides or intends to provide drinking water to the customers and is ultimately
responsible for the public water system operation." The Water Company is considered the purveyor
ultimately responsible for implementation of the Bar Circle S program.
The following Rule citation (IDAPA 58.01.08.552.06.a-e) lists the minimum requirements of a Cross
Connection Control Program:
Cross Connection Control Program - Community lhatur Systems. The water purveyor is responsible
through its cross connection control program to take reasonable and prudent measures to protect the
water system ogainst contamination and pollutionfrom cross connections through premises isolation,
internal or in-plant isolation, fixture protection, or some combination of premises isolation, internal
isolation, andfixture protection. Pursuant to Section 543, all suppliers ofwaterfor communitywoter
systems shall implement a cross connection control program to prevent the entrance to the system of
materials lmown to be toxic or hazardous. The water purveyor is responsible to enforce the systems
cross connection control progrom. The program will at a minimum include:
l. An inspection program to locate cross connections and determine required suitable
protection. For new connections, suitable protection must be installed prior to providing
water service.
2. Required installation and operation of adequate bacffiow prevention assemblies.
Appropriate and adequate bacfflow prevention assembly typesforvariousfacilities, fixtures,
equipment, and uses of water should be selectedfrom the AWWA Pactfic Nortlwest Section
Cross Connection Control Manuol, the Uniform Plumbing Code, the AIIWA Recommended
Practicefor Bacfflow Prevention and Cross Connection Control (Ml4), the USC
Foundation Mqnual of Cross Connection Control, or other sources deemed acceptable by
the Department. The assemblies must meet the requirements of Section 543 and comply with
local ordinances.
3. Annual inspections and testing of all installed bac$low prevention assemblies by a tester
licensed by a licensing authority recognized by the Deportment. Testing shall be done in
accordance with the test procedures published by the University of Southern Califurnia
Foundotionfor Cross-Connection Control and Hydraulic Research. See the USC
Foundotion Monual of Cross-Connection Control referenced in Subsection 002.02.
4. Discontinuance of service to ony structure,facility, or premises where suitqble bacly'low
protection has not been providedfor a cross connection.
5
5. Assemblies that cannot pass annual tests or thosefound to be defective sholl be repaired,
replaced, or isolated within ten ( I 0) business days. If the foiled assembly cannot be repaired,
replaced, or isolated within ten (i,0) business days, water service to thefailed assembly shall
be discontinued.
As part of the survey, a conference call was held with the System Administrative Contact, Cristy
Turnipseed, to discuss the current implementation status of the System's Cross Connection Control
Program. While an initial inventory of backflow prevention assemblies was established several years
ago, the progrilm has not been actively maintained. The current implementation status is considered a
deficiency of the ldaho Rules.
The System has indicated staffwill begin to re-implement the program prior to July 31, 2016by
conducting an initial survey of potential cross connections at services. The System then plans to
require backflow assembly testing at applicable services prior to the conclusion of this year's irrigation
period. Thereafter, annual testing of backflow prevention assemblies will be required in the spring.
The System provides a service connection to the Garwood Elementary School. As a follow up to the
Survey, the operator contacted the school and learned a boiler system is not installed.
Monitoring Requirement Summary Monitoring Requirements and Waivers
The table below lists the current System monitoring requirements. The System's monitoring schedule
may also be accessed on line at: http://www.deq.idaho.eov/water-quality/drinking-water/pws-
switchboard.aspx
Sample Type Frequency Sample l,ocation
Distribution Monitoring Requirements
Total coliform I sample per month Distribution
Lead and Copper 5 samples per 3 years Distribution
Source Monitoring Requiremenh (WeIt #l)
Nitrate I sample per year
Nitrite I sample per 9 years
Alpha I sample per 9 years
Radium 226 1 sample per 6 years
Radium 228 I sample per 6 years
Uranium I sample per 9 years
Arsenic I sample per 9 years
Sodium 1 sample per 3 years
Fluoride I sample per 9 years
Inorganic Contaminants I sample per 9 years
Volati le Organic Contaminants 1 sample per 6 years
Source Monitoring Requirements (Well #2)
Nitrate 1 sample per year
Nitrite 1 sample per 9 years
Alpha I sample per 9 years
FiadiLlrn226 I sample per 9 years
Radium228 1 sample per 9 years
Uranium I sample per 9 years
6
Arsenic 1 sample per 9 years
Sodium 1 sample per 3 years
Fluoride I sample per 9 years
Inorganic Contaminants 1 sample per 6 years
Volatile Organic Contaminants 1 sample per 6 years
Bar Circle S Ranch actively participates in DEQ's monitoring waiver program. The following table
summarizes the current waiver status for Well 1 and2:
Well I
Contaminant Next Monitoring Due Waiver Renewal Duration
Well2
Contaminant Next Monitoring Due Waiver Renewal Duration
IOCs 1213U2019 tzl3t/2019 6 year
Cyanide none this period 1213112019 9 year
VOCs 12t3112019 1213U2019 6 year
SOCs none this period 1213u2016 3 year
Dioxin none this period 12131/2016 3 year
Source monitoring results summaty
Source water quality monitoring currently meets all regulatory drinking water standards. Nitrate
results from wells 1,2 and 3 ranges between 0.92to 1.3 mglL. The maximum contaminant level
(MCL) for nitrate in drinking water is 10.0 mglL. Arsenic levels from the wells I and 2 have been
consistently below minimum laboratory detection limits over the last ten years. Engineering
monitoring collected from well 3 for arsenic was also below minimum laboratory detection limits.
Source Water Assessments were updated for wells I and2 by DEQ in 2013. Findings of the
assessments may be accessed at: http://www2.deq.idaho.eov/water/swaOnline/Search
Distribution monitoring results summary
Lead and copper monitoring results from the last round of five samples collected in August 2013
indicated very low levels of lead (0.0014 to 0.0030 mg/L) and copper (0.0519 to 0.1l0 mg/L) in the
drinking water supply. The action level for lead is 0.015 mgll- and for copper is 1.3 mg/L. A round of
five lead and copper samples from distribution sampling locations identified by the System's site
selection criteria will be due prior to September 30, 2016.
7
IOCs 1213U2019 t2/3112019 9 year
Cyanide none this period 12/3112019 9 year
VOCs 1213U2019 t2/31/2019 6 year
SOCs none this period 1213112016 3 year
Dioxin none this period 1213112016 3 year
As a community water system, monthly monitoring tbr total colifbrm in distribution is required. The
system utilizes a coliform monitoring plan consisting of five rotating sampling locations representing
the distribution system. A review of coliform sampling locations over the past year indicates
coliform samples are collected from four locations on the distribution system: 18664 N Ramsey
Road, 20873 N Wandering Pines, Garwood Road, and 18895 N Ella Road. The sampling plan is
representative of the distribution system served.
The Idaho Rules for Public Drinking Water Systems have been updated since the time of the last
sanitary survey with regard to distribution depressurization response. As per ldaho Rules
58.01.08.552.01.b.ii.1-2 during unplanned or emergency situations, when water pressure within the
system is lcnown to hove decreased below 20 psi, the water supplier must notify DEQ, provide
public notice to affected customers within 24 hours and flush and/or disinfect the system. When
sampling and corrective procedures have been conducted, the water supplier may re-nottfu the
affected customers that water is safefor consumption. During planned maintenance or repair
situotions, when water pressure within the system is expected to foll below twenty (20) psi, the water
supplier must provide public notice to the affected customers prior to the planned maintenance or
repair activity and shall ensure that the water is safe for consumption.
Management Capacity and Operator Certification
The Bar Circle S Ranch water system is classified as a Very Small Water System and is under the
direct oversight of responsible charge licensed operator, Robert C. Turnipseed who holds a V ery
Small Water System license (DWDVSWS-12219). Roben N. Turnipseed is also listed as the operator
of record for the system and holds a Very Small Water System license (DWDVSWS-12209GP).
The water system is privately owned and operated by Bar Circle S Water Incorporated. The System
is regulated by the Idaho Public Utility Commission.
Rate Structure
The water system charges a metered rate of $27.43 per month for 0 to 7,500 gallons. Additional
usage is billed at arate of $1.74 per 1,000 gallons.
Conclusion
The Bar Circle S public drinking water system was found to be conscientiously operated. At the time
the System is actively implementing their Cross Connection Program, it will be fully operating in
compliance with the Idaho Rules for Public Drinking Water Systems.
Below please find a list summarizing the deficiencies, additional requirements and recommendations of
the survey.
Deficiency
l. The System is not actively implementing a Cross Connection Control Program meeting the
minimum requirements of the ldaho Rules. A timeline for implementation was agreed upon
during a conference call with the System on July 21,2016; details of the timeline are provided
on page 6 of this report.
8
Additionat Requirementsl. A l-inch galvanized line is installed on well discharge downstream of the gate and valve and is
required to be physically disconnected and capped prior to October 31,2016.
2. Initial monitoring from well 3 will be required at the time the source is brought on line to supply
the System. Please notifr our office at this time so that monitoring requirements may be
assigned.
3. Prior to well 3 supplying the System, discharge appurtenances will also include a smooth nosed
sample tap, pressure gage and screened vent as required by the Idaho Rules. The well will also
be equipped with a mechanism to isolate the well from distribution in order to discharge to
waste.
4. lt appears the I l0 hp fire pump is actuated via a separate pressure switch control system
(Firetrol, Inc.) monitoring boosted pressure entering the reservoir. The operator requested
United Crown Pump and Drilling provide clarification on this configuration to the System and
DEQ.
5. As per the ldaho Rules, dead end mains are required to be flushed at a minimum velocity of 2.5
tbet/second at a minimum trequency of twice per year.
6. The System is required to respond to depressurization events in accordance with Idaho Rules as
described on page 8 of this report.
Recommendationsl. It is strongly recommended the back up well be properly abandoned as per IDWR requirements.
DEQ will keep the System appraised of future grant funding opportunities for well
abandonment in the near future.
9
,r - t
t70
STATE OF IDAHO
DEPARTMENT OF
ENVIRONMENTAL QUALITY
2110 lronrnood Parharay, Coeur d'Alene, lD 83814 {N} 769-1422 C. L.-'lButch" Otter, Govemor
rohn H. Tiopets, Director
August 2,2A18
Robert Tumipseed
Bar Circle S Ranch
PO Box 1870
Hayden,ID 83835
avondal econ@fronti er. co m
Subject: Bar Circle S Water System (PWS IDl2800l0), Proposed Water Main Extension -
DEQ Comments
Dear Mr. Tumipseed
The ldaho Department of Environmental Quality (DEQ) received a letter dated July 27,2018
from Robert Tumipseed requesting approval of a water main extension from the Bar Circle S
Water System (PWS IDl280010) to serve twenty four (24) residential dwellings located at the
east end of Dolan Road to Lot I and Lot 2 Block I Garwood Corner (P&S #13836).
Idaho Rules for Public Water Systems, IDAPA 58.01.08 requires the following items are
adequately addressed prior to consffucting water main extensions:o All [...] existing public drinkingwater systems undergoing material modification or
expansion, are required to hsve a currenl facility plan that shall address all applicable
issues specifically required in Sections 500 through 552 of these rules... (IDAPA 502.01)
o Material modification. Those modifications of an existing public water systent
that are intended to increase system capacity or alter the methods or processes
employed. Any project that adds source waler to a systent. increases lhe pumping
capacity of a system, increases the potential population sened by the system or
the rutmber af senice connectians within the system, adds neu: or alters existing
drinking u,aler system componenls, or affects the ,water demand of the system is
considered to be increasing system capacity or altering the methods or processes
employed. Maintenance and repair performed on lhe ststem and the replacement
atf valves. pump* or other similar items with netv ilems o-f the same size and tyope
are not considered a material modification (IDAPA 58.01.08.003.72).. Afacility plan is not required if the Department is provided documentation suppar"ting
the ability of the punleyor to provide senice for the simple water main extension vithout
adding systen, components designed to control quantity ar pressure to the system and
u,hile continuing to provide the pressure and quanti?'requirements of Subsection 552.01
(IDAPA 58 01.08.502.0l.a).o Prior to constntction of 1...] matefial modifications of existing public woler syslems.
plans and specifications [prepared by an Idaho licensed professional engineer] must he
submitted lo the Departmentfor revieu, and apprcval (IDAPA 58.01"08.504.03.a)
.t t
Robert Tumipseed / Bar Circle S Water System / Garwood Comer - Water Main Extension
.{ugust 2,2018
Page 2
If there are any questions, please free to contact me at (208) 666-461I or e-mail
chri s. westerman@deq idaho. sov.
Sincerely,
(/i"* t*lsfu-4,ffi",,t
Chris Westerman. E.l.T
Matthew Plaisted P.E., DEQ Engineering Manager, matthew.plaisted(@deq.idaho.gov
Suzanne Schei dt Mill er, DEQ Coeur d' Alene, suzanne. schei dtmi li erf=) deq. i daho. gov
File in TRIM: Bar Circle S Ranch - Garwood Corner Subdivision 2018AFM604 i
(P&S #13836) 201 8AGD50 I 2
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