HomeMy WebLinkAboutWater SupplyWATER RESOURCE CONSULTAhTTS,LLC
June13,2025
Chris Bendon
Scot Simmons
Jesse Swann, P.E.
Matt Mortiz
via e-mail
chris@ bendonadams.com
scot@si m monsfa m ilyoff ice.com
jswann@sopriseng.com
matt@bluegreenaspen.com
RE Sweetwater Ranch
Garfield County, Colorado
Main Residence - Water Supply Summary
Chris, Scot, Jesse and Matt,
This letter summarizes the legal, physical and water quplity available to serve the water demand of the
Sweetwater Ranch Main Residence, located in SEC 36 T3S R87W 6th P.M. of Garfield County, Colorado.
Water Demand
Water demand is a combination of in-house, landscape and fire protection water
ln house use was determined based on an average demand of 125 gpd/person x 3.5 people/day
x 50% annual occupancy = 0.25 acre-feet/year. This number provides the amount of annual
supply required to meet in-house use only.
Landscape irrigation demand will be similar to, or less than historical irrigated pasture demand
on the ranch. Actual landscape usage may be less than historical pasture grasses due to use of
a
a
< Residence
< Beaver Dam Reservoir
734 CentauriCourl
Grand Junction, CO 81506
970.625.5433 pcurrier@wrc-llc.com
Sweetwater Ranch
Main Residence, Garfield County, CO
Water Supply Summary
June 30,2025
Page2
native, drought tolerant species. Based on NRCS Blaney-Criddle calculations, the net irrigation
demand will be approximately 22 inches per year (1.83 acre-feet/acre). This factors in a net
precipitation of 8.2 inches per year.
Per the landscape plan prepared by Blue Green (Exhibit 1-, June 30, 2025), total proposed
irrigated landscaped area equals L.48 acres. Hence, total estimated irrigation demand is 1.48 x
22 h2 = 2J L Acr e-F eet/yea r.
To avoid a water rights expansion of use of existing irrigation water rights, an equal amount, or
more, of existing pasture will be removed from irrigation via dry-up. This includes access roads,
driveways and building footprints that are located within existing irrigated areas.
a Fire fighting demand is based on recommendations provided by the Gypsum Fire Protection
District. As a base calculation NFPA 1142 is utilized to determine a minimum amount of fire
fighting water for just the structure. This results in a recommended storage of 70,000 gallons
(0.21 acre-feet) for in-house use (internal sprinklers and for fire trucks), and a minimum flow
rate of 1,000 gpm via fire hydrants.
Additionally, the owner desires to provide wildland sprinkler capability on the exterior of the
residence. Planning has been based on using three big guns sprinklers with a capacity of - 200-
250 gpm per sprinkler (flow rates vary based on pressure). The total area covered will be
approximately 3.5 to 4.0 acres. Run time, and hence water demand, will be dictated by soil
moisture conditions, fuel loading, wind and weather conditions, and water availability in the
upstream Beaver Dam Reservoir. For a run time of 60 minutes (generally sufficient to dampen
vegetation to inhibit ignition), a minimum of 45,000 gallons is required for a minimum period of
60 minutes. Total minimum fire demand = 70,000 + 45,000 = 115,000 gallons (0.35 Acre-Feet).
Total demand:
o Total system demand (acre-feet) is estimated as: 0.25 + 2.71. + 0.35 = 3.31 acre-feet,
o Total annual demand (domestic + irrigation): O.25 + 2.71= 2.96 acre-feet.
Phvsical Water Supplv
Water supply is proposed to be obtained from Beaver Dam Reservoir. Both the reservoir and the water
rights appurtenant thereto are owned by the ranch. The reservoir is located on Sweetwater Ranch
approximately one-half mile uphillfrom the residence, on the north fork of Mason Creek (drainage basin
= 2.11 sg. mi.) In a dry year it is capable of providing 12.51 acre-feet of water delivery to the residence
for multiple uses. The total water available is greater than the 3.31 Acre-feet of system demand.
An additional 1.81 acre-feet of water is effectively dead storage, and is below the intake to the proposed
pipeline. By virtue of the topography, flow from the reservoir to the residence will be via gravity. Static
pressure at the residence will be 60-65 psi. The physical supply ol L2.5L acre-feet is greater than the
systemdemandof 3.31acre-feet. Therefore,physicalsupplyisadequatetomeettheneedsofthemain
residence.
a
A
llvArER FES(XTRCE cONsULr:ANrt, LLc
Sweetwater Ranch
Main Residence, Garfield County, CO
Water Supply Summary
June 30, 2025
Page 3
Legal Water Supplv
Sweetwater Ranch owns all of the water rights in Beaver Dam Reservoir. It is decreed as follows:
Case No.
84CWO038
cA1416,84CW0039
89CW0111
Total
Decreed Uses
169
1689
i56
Irrigation
Recreation
Fishery
Domestic
Stock
AF
2.00
t.78
9.22
13.00
Use TVDe
1
5
6
8
9
The decrees for Beaver Dam Reservoir are attached as Exhibit 2. The decreed volumes exceed the
anticipated demand for irrigation and domestic water.
Water QualiW
A water sample was obtained from the outflow of Beaver Dam Reservoir in March of 2025. No
contaminants of concern were noted. We are proposing that disinfection be accomplished using a
combination of filtration and ultra-violet. Water quality test results are included in Exhibit 3.
Summarv
Adequate physical and legal water supplies of sufficient quality exist to serve the proposed
single family residence needs for domestic and irrigation demand. Fire protection water can
physically be provided by available irrigation water.
Respectful ly submitted,
PaulC. Currier, P.E.
PCC/pcc
Attachments:
Exh.1-LandscapePlan
Exh. 2 - Beaver Dam Reservoir decrees
Exh. 3 - Beaver Dam Reservoir, water quality
688-1.0 SWR Main Residence Water Supply 6.30.25.docx
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w.rER REEoURCE GoNuuLrANrt, lJ-q
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IRRI€ATION TEGEND
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EXHIBIT I
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EXHIBIT 2
CTTTRAL TILE$
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*b0tsTRtcl clruRTf lnftn Dtvltloll ll0.'5r G0L0RI00
rrrejrrrrrrr
Appiicitton tto.- t'lltgg,.-
---tt3r----'
RUTfiG OF REFENEE
I
ItI TIIE MNER OF TIIE APPLICATTOII FON NTER RT|iI{TS OF NOSERI R. 8I'ERGER' dIbII/
$IRTER CIRCLE Y RATCIIES. ITI IHE COTOMOO RIYER, OR tTs TRTH,'TARIESI IRTS'TARY
iriror.ieoi mrrn Fost or lrcxultt cREEt, (lonrr FoRx of lonRls cntgx), lil trctE
corfftTY
'rrr-rr-rorrr'------a---- tl"t'_"'--
Ihc rbovc entltlcd Appllcrtlon ras flled on llrrch 20r,$81, rnd-rnr
rrfcrrcd to th. und*rlcnii rs lhtcr Rcferuc for tbtar 0lulslon tlo. 5. Stltc of
Golorrdo, by tho ltrtrr juOgo of srld Cogrt o4 the l9th dev 9t lpfll.-1981'.lnrccor{rnie irtth trttch 92-of Chrptcr 37, Colorrdo Revlscd Stltutcs 1973' linomt
rs The later Rlght o.tcrnlnttlon ind Afrrlnlstrrtlon Lct of 1969.
' And thc underslgned Rcftree hrvlng made s:tch fnvestlgetloos-ts arc
n€ccst'ry to dctcrmlie dnther ot'not ihe statencnts ln the-{nlllcrtlon aru
true rnd-hrvlrro.Decone fully rdvlsed rrlth rcsDcct to tlte subJcct nrttcr of thc
Appllcatlon ds hcruby matL ttre followlng deternlnatlon ard flullng as the
Referee ln thls cctterr to-wlt:
l. The statrmnLs ln tlc Appllcatlon arc truc.
2. The nane of trte structure ls Seavor Orm Reservolr.
3. The nam of th? clalrant and rddresr ls: Robcrt R. Bucrgpr' d/b/a
Quttcr Clrcle U Ranchesi 5798 Srcetwater Rordi C),Psrn' Colorrdo.
{. rhc sourcc of the watcr ls llorth Forl of lhficrn Gruct (llorth Forl of
llcrrls Crcekl, trlbutary to Smetrrter Creek, trlbutgry to thc Golorrdo Rlvcr.
5. Thc lnlilal polnt of Survcy of Eeryer Dan RescrYolr ls locrted rt th€
lntersectlon of the dair gls rlth the rlght rbutrpnt of the dan at r Polnt
thence the Southrcst Corrrer of Sectlon 35' l. 3 S., R. 87 ]1. of tht 6th P.ll.
bears S. alo 12' lr. 5,466 feet..t';99 I EsL'
6. &r Scptcnber 13, l96t' tn Clvll Actlon^llo. lttl6' thc-t1glc County..
0lstrlct Court imrded to. Scrvcr 0rr Reservolr' Structurc llo. l9,8' Prlorlty llo'
908, I condltloml rrter ilght for 1.78 tcre fcet of_latcr' to be,usrd for
lrriqatfon, Ilvcrtock mtcr; domrtlc and plscrtorlal PurFrsec' dth
rppr.pnlrtlon drto of iluly 8, 1966.
I
iI
I
I
i
I
t
lobcrt R. Eucrgcr rtlb/a Qurtcr Gl,rclc V Uochts .g$1i9
Rullng 9f Qrfcrc!
Pagc llo. 2
RECENES
Auo s l*t
?B.ffi
?. Durlng th€ lntcrvcnlng ;ears' rt tlmly lntcrvrl; cs rcqulrud by
3trtut , the claln:nt has shom to thc court thrt rersonrblc dlllgenca has bosn
crcrclsed ln thc dercloFrent of thls condltlonal rrtcr rlghtl'and tha coutt hrs
rulrrl thot i.ld mtcr rlght bc contlnued ln full forct and effcct.
8. Or llcrch 30, 198{, tha clrlarnt flled, ln lhtrr Gourt for lhtor
Dlvlslon lfo, 5, an Appllcatlon for Qurdrmnlrl Flndlng of f,msoarbla 0lllgcncr
rnd to llrkc rr.bsolute r Condltlonrl lhtr Rlght ln rilch lt ls rcqustcd thrt
th. Gourt flnd thrt thc clallant hrs crorclicd rcesonrbh dlllgoncc ln thr
corylctlon of the Regervolr' and to determlne that tha condltlonrl rut€r rlght
has-becom rbsolute tnd uncondltlonrl ln lccordtnce lrlth the dccree.
tn rupDort of thcsr llqucst3 lt ls st tGd thrt thc drn hrs bccn coQlotrd
md thc m-tir rar flrst storcd cnd agplled to bcncflcltl usc ln thl lrunt of
1.78 rcro fcct ln rlnc rnd rluly' 1983.
Thc Referce docs thtrefore concluda tftrt the above-cntltlcd Airtllcrtlon
should be granted and that thc 1.78 acr€ feat of 'rater prevlously arntdcd
condltlomily to 8crvcr Drn Rescrvolr ln Clvll Actlon tlo. l{16, rlth
lpproprlctlon drte of July, 8, 1956r be nade absolute and uncondltlonal.
tt ls tccordlngly 0RDERED that thls Rullng shall be flled nlth the thtcr
Clerk subJect to Judlclal reuler.
tt ls further 0RIIERED that a cogy of thls rullng slrlll bc flled rlth thc
apprcprlrtr Dlvlglon Englnecr and the Steta Englncer.
Drted t/t -'ar 26 /"85--
8V THE REFEREE:
Q"^*r/*
fio protest mr flled ln thls mtter. The
md apprcvodr rnd ls nrde thc Judgmenl and 0ecree
IlteE {a?Eree
tat(vftvtston f,o. 5
Statt of Golorcdo
i:i{!:rnii;*-9ifl
:. .-.',gJl'
J..fJ-
0rtrdi
'i ...,.,rr. fr'...r,.r.iI i'., r,.1.|1,/,1 .,.., t.ttc t
3illll9l"illl:.ll:!-3*lJLf:-!:-939T.---- ----------
1!:P::::-13:.3111--
y::!:.9:.r::T:r_---..-
tfi ilrg mrrEfi 0F lrf lPptIxTI$r FOR LlTtR RIilrS OF.R08ERr R. BUEmfg, .ttllq
Qulnrsn crRcLE v RliloEs, ilt lllE c0t0lAD0 RluE!, 0R ll!-qlq9llllEs, nldrrARr
inyOtytO: IoRII FoRr Of trfiEri CRCtr (ifiItt FoRx 0F ilnnls CREE[], Ii E elE
cilnrY
Ihc rbove entltled lopllcrtlon vrs flled on lbrch 20, lDOl, and n3
rcfrrrrd to the mrlcrrlqrii ts lhtcr Rrfcrrc for lhtcr Dtvlrlol llo. 5, Strta of
Golorrdo, by $e llt.r Judf of srld Gort o1 tllG lgth cry 9f lprll' l!8lr ln
rccordenic lrttlr lrtlch 92-of Chrpter 37, Cotorrdo Rcv.'lrcd Stlut s 193' tnort
el ?hc lhtr Rlgtr.t 0ctcrrlnatlon rnd ldrnlnlstrrtlon lct of 1969.
And thc mderslgmcd Referee havlng ntde such lnvcstlgatlons ti ant
neccssary to r|3tcrelnc dtether or not the stttc6tts ln thc ADpllcrtlot rrs
tnrc rndhrvlng bccm fully advlsed rlth ruspect to the subJcct rtt* of tltc
Appllcatlon dois harcby ratc thc fcliorlng detcnlnrtlon and Rullng rs thc
Referce ln thls ntttcr' to-rlt:
l. Ihr 3t.teilents ln trc Appllcatlon rrc true.
2. fhe nrre of thc structune ls 8covcr lhn Rcserrolr, Flrst Enlargcrent.
3. fhc orp of thc Clalnnt rnd tddrcss ls: Robcrt R. Suergpr; d/b/r
Quorter Ctrclc I Rrnehrsi 5198 Sraetmter Roadi GJDrtr' Colondo.
{. The soulrc of the catcr ls,thr tlorth Fort of llcLean Crcck (llorth fork
of tbrrls Creck), trllutary to Sucotmtsr Cruclr trlbut ry to ths Golondo
llver.
5. lhc lnltl.t polnt of turvcy of th. RcscrYolr ls locrtcd rt tie
lntcrsectlon of thc dai rxls dtn the rlght rbutrnt of thc dn, r! r polnt
*lrocc thc Soutlncst Corncr of Scctlon 35r I3S, R87I of thc 6th P.ll. lorr's S.tllcl2'I. 5,466 fcct.
6. ThG usc of thc rttar ls lrrlgatlon, llvcstoct $rtGr lnd Plscltovlrl.
7. Tlro drtc of lnltlrtlon of rgpruprlrtloo lg July I' lm.
'. E. thc rpuit of ntar clrlrd Dy vlrtuc of thc Flrst Crlrgnnt of
tolver Dm lrsorvolr'lr ?.00 lcne fcGt.
9. ItrG {il ulrt3crtl rrs cqlrtil rnd thr ttGr ms flrst 3tottd lnd
rppllrd to'D.aatlclll uic ln Jund rnd .luly' 1983. -
Robcrt R. Sucrger
Qorrtrr Clrclc Y
Rollng of Refcree
Prgn llo. 2
dlblt
lrncher
s/rcr30
RECEIVEU
AUG 0 lgs
rilil ltlttto8-if..stuurs
It
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I
fhe taferec does thcrrforG conclilde that the rbove eatltled Applfcrtlon
should bc crrnted ild thlt 2.00 rcra fe;'i of rltcr .n! h$aby rrnrded to thG
Ecrvcr Orn-Rescrtolr' Flrst Enlrrgcnaut for lrrlgrtfon' llvcrtoct Hrttr rnd
plscrtorlal useg, rlth rpproprlrtlon date of tht lst day of Julyr l98ll'
ibsolutcly rnd uncondltldnally; subJ.ct' honYcrr to rll crrllcr prlorlty
^rlghtr oiotlrrrt rnd to tho lntcarrtloo rnd trbulrtlon by thc Dlvlclm [nglncer
of-3uch prlorltlc3 rnd chqnges of rlghtr ln lecor{rncc rfth lar.
tt ls rccordlngly 0R0ERE0 thit thls Rullng shrll bc fllerl rlth the llrter
Clerl subJect to Judlclal rcvlcr.
tt lr furthrr @EREO th.t I coty ol thls Rullng 3hll D. fllcd tdth thr
epproprlrto Dlvlrlon Englncr md thc Stetc Englnrcr.
oatea oluoe Z4 /?8.f=.-
8I TIIE SETEREE:
A*,r&^egal4 Ref.raG -
166r Dlvlslon lkr. 5
Strte of Golorado
llo protcrt rrr fllcd In thls mtter. Thc forcaolng lullng ls conflr*d
rnd rpprrvcd; rnf lc qt& thG Judgmnt end oecree of thls Gourt.
Mr"d l,tr{\fis,f _
DISTRICT CoURT, XAIER 0lyISloN ilo. 5, C0L0RAI0
i.,t:i i ivi.':,
Appl lcatlon [o. 89clll ll .,...:
RULII|G OF RTFTRSE
III THE IIAIIER OF THE APPTTCP;IOI{ FOR TATTR RIGHTS OF ROSTRT R. BUERGER DBA
qUARTER CIRC|.E V RAICilES, Iil THE C0|.0RA00 RlVtR, 0R ITS TR!0UTARIIS, TRIoUTARY
lllV0LVED: ll0RTH F0RK 0F l&KEAtl CREEI(, tN EAGII COUI|TY-------:---- ---------- ------:--
Tire $ove entltled Appllcat{on was fl led on June 30, 1989, and ms
referred to the undersigned as llater'Referee for tdater Dlvlslon ilo. 5, State
of Colorado, by the llater Judge of sald Court on the 6th day of ,luly, 1989, ln
accordancc uith Artlcle 92 of Chapter 3'1, Colorado Revised Statutes 1973,
known as The l{ater Rlght oetermlnatlon and Adnlnlstratlod nct of 1969.
And thc underslgned Referee having nade, such lnvestlgatlons .s are
necessary to detcrmfne rheth€r or not the stttenents ln the Appllcatlon are
tru3 and havlng becone fully advised xlth respect to the subject matter of the
Appllcatlon does hereby nale the follorlng determlnatlon and Rullng as the
Referee ln this Datter, to rrlt:
l; Ihe stntenents in the Applicatlon are true, except as mted hereln.
2, The nane of the stlucture is Beaver Oam Reservolr, Second Enlargement.
3. The rram and address of the Glalnant: Robert R. Buerger dba QuuterClrcle y Ranches; 5798 Srcetrater Road; Gypsrfii, C0 81637.
l. The 'source of the water ls thi llorth Forli of tlcKean Creef ([orth Fork
of l,lorrls Cree|t|, trlbutary to Sweetrater Creek, trlbutary to the Colorado
Rlver.
5. The Inltlal Polnt of Survey of sald resenvolr ls located rt the
{ntersectlon of the dan axls with the rlght ubutnent of the dan at a polnt
whence the Sll Corner of Sec. 35, T. 3 S., R. 87 ll. of the 6th P.t'l.,bears S.
4lclzt U. 5466 feet.
6. The use of the xater'ls the irrlgatlon of l0 acres, glscatorlal and
recrertlonal purposes.
7. The date of lnltlatlon of approprlation rs July.l, 1980. '
8. Ihe tmunt of xater clalmd is 9.22 acre feet of yater, absolute.
Thc Referee dges therefore conclude that th€ above qntltled Appllcatlon
should be granted and that 9.?2 acre feet of water are hereby ararded to
Oeavei Daa Reser';olr Second [i-r:arg€Ei€nt, foi' 'riie iri'lgatitrn of l0 acres,:plscatorlol rnd recreatlon purposes, xlth Approprlatlon date of. the lst day ofJuly, 1980, absolutely and uncondltlonally; subJoct, houevor', to all earllerprlorlty rlghts of others onr! to the lntogratlon and tabulatlon by the
lllvlslon Englrreer of quch prlorltles and changes of rlghts ln accordance wlth
lau.
r'''ri,'gti:)il'l It;:'!;li'... - . ,r -.''' -ll:,:iit)
(Y-I989)
Euerger S9CXIll
Rullng of Referee
Page 2
It ls accordlngly 0R0EllE0 that this Rultng shall be flled wtth the llater
Clerk subJert to ,Judlclal review'
tt ls further OR0ERE0 that a copy of thls Rullng shall be ftled ulth th?
approprlate 0lvlslon Englneer and the State Englneer.
o*ed Enfu 3*8,
-
BY TilT fiEFERET:
ii'u /tt ntr 44
'12=0?--Tater oivlslon No. 5
Stote of Colorado
l{o protrst ras flled ln thls nattcr.
and rpproved, ard is nade the Judgnent and
oot"a-,Afun/o-/y'/rtf
fhe foregolng Rullng
0ecree of thls Court.
ls conflnred
,,. ,-,.ii,ll: o:rilc{ ir
@nz;::l
JOHN C. KEPHART & CO..
[flAl'lI IUNIIIOt'l LAfiORATOflIIS
-
c35 Non"lf AyEllUE 0Pxorre:(9,7o,242.7f,lalFax:(g.,o,24E.T2Es0GnAIrDJUllGTlottlgoLonADoaltol-
Rcceived fmnr:
- ANALYTICAL REPORT -
Water Resotrce ConsuLtants
734 Centalri Ct
Grard Jct CO 81506
5263a
taboratory No.
Date Reported
EXHIBIT 3
CugtoncrNo.
Iab nnmber 5263a
sample ID **ilru,ffSttret
Arsenic(As) 0-000 trg,/L
Barium(Ba) 0.34 wllcadrdrln(cd) 0.0000 wlLchromiun(Cr) 0.000 wlLFtuoride(F) o-05 tw/L
Lead(Pb) 0.000 ns/L
Uercury(Hg) 0.00000 WlIl{itrate(N) o.te ns/l
Selenirm(Se) 0.000 ttq,/L
SiLver(Ag) 0.0000 ng/l
Color(ColPt rrnit) 3pH 7.54
Conductivity025 deg. C 458 unhos/crn
Sodir.urr(Na) 5 tttsll
Calcium(Ca) 52 WlLUaglresim(Ms) 18 tngll
Potassir"un(K) L W/LChloride(C1) 3 ng/\
Sulfate(S04) 18 ilqll
prrenbl. Allnlinity(caco3) o wlt
Total Alkalirrity(Cam3 | 204 ng/I
Bicarbonate(llC03l 247 ng/t
Carbonate(COg) 0 ng/l
Dissolved Solids ma tngll
Hardness {CaCO3l 203 rq/I
Turbidity(t{Tu) 0.75 tlTU
Boron(B) 0-11 Irg,/L
Corper(Cu) 0.0O0 ng/l
Iron(Fe) 0-05 ng/L
Uanganese(lfrn) 0-037 ttgr/l
Iiilybdenlun(ilo) 0.000 Eq,/7.Anurnnia(N) 0-0O ng.lr.
Phosphate(P) 0"13 wlL
Zinc(Zn) 0.008 ts/L
Total Coliforrn Bacteria 5 cful1OOml
pagp 1 of 2 this sarPle
uater
linrits for Drinlcing S.pplies
W co-Io- DeF,t" Health
0-01 ry/l
2-o'$g/L
O.OOS rng/l
0.1roq/t
4 ng/L
0.015 rns/l-
0.002 rng/l-
10-0 rs/l
0-05 r'g/1
0-05 nslL
15
6.5-8.5 is acceptable
no official l-inuit
2O nq,/L
no official lirlrit
t25 wlt
rro official ]-hit
259 ttg/L
250 nslL
no official ]-funit
no official limit
no official limit
m official Lirnit
50b ms/I-
200 ns/!"
1lffu
no official l-imit
L-3 nng/l
0- 3 ng/L
0-05 rng/]-
no official l-imit
no official limit
no official Limit
5.0 ms/1
(1cfu /100rn1
Lah Dir.: Brian S. Bauor
Drtc Rcccived 3/5/25
JOrrN C. TEPHART & CO.
6f,ilil0 ttlilill0l'l Lf,g0ftfil0fllt$
-
ril rotr.r tuttu: O ?rrcrrg (ftol tat tafl I Fer: ,s:rt a 0 ollro Jurctlil' c'r'rAF 'ltcl
-
NOTES on sary>le #5263a
Beaver Dan Res Outl-et
311 t6:10 PC.
Rrblic Aririking water $SIy tinits are givep for reference.'
Tested Bar'ameters exaeeding the limitg are as follows:
ltre limit for trardress $as exceeded and scal-e forrnation'can be
el<I>ected along with a lgsser effectiveness of soalls'
Drj$tdng srXplies nnrst lrave a Coliform Bacteria of less than one cfu/100m1.
lfot alL factors which might be harmful were tested.. but the
analysis perfornpd cpvers n;lnY. comnon problems-
For nore infornntion reqar&ing drirncing sater safety, call
the EPA Safe Drinking l{ater flotline at L-8OO-426-479L'
PagB 2 of 2