HomeMy WebLinkAbout1.01 Application Part 2The Ra rds
Table of Contents
Volume I - Exhibits
Volume 2 - Exhibits
Attachments
On the Colorado
RR.ID.lOf.M.Fldr.doc
The Rapids on the Colorado
Exhibits
Volume L -
Erhibit 1 - Section rrl- Comprehensive Plan 2flX) Artas 2 & 3
Exhibit 2-Prtliminary Plan Map (lf X fA
Exhibit 3 -Town of New Castle Memorandum of Underctending
Erhibit 4 - Rrpids on the Coloredo Eristing Plet and BOCC Resolutions 9G7O nil9l-26
Erhibit 5 - Map of "Ar Built'Roeds and Utilities
@-Garfield County Comprehensive Plan Map Land Use Distric&
Ef!!!]!.?, - Map - Current Zoning of the Property
Erhibit t-Vtcinity Mep
Erhibit 9 - Asscssor's Map & Addrrcsses of Adiacent Owners
Exhibit l0 - Legal lhscription of Property
Volume2
Er[ibft ll - DeedE, Easements, Bill of Sate' Memorendum of Understanding
Exhibit 12 - Dced - Ilitton Open Spoce Tract
Erhibit 13 - Tltle Insurance Commitment
Erhibit 14 - Wright iYater Engineers - \tater Supply Analysls, Augmentation Phn, wcst Dtvide
Contrrct, Permitq Pump Testq State Approval of Design.
Exhibit 15 - Trafllc Analysis - County Road 335 - (Mountain Cnocs Engineering)
Exhibit 16 - Drainage Report end Plan (Mountain Crcss Bngineering)
Erhibit 17 -'Soils Hezard Mep, Soit s Type Mep and Deportment of Agricultune Descriptions
Exhibit lt-Slope Ihzerd Mep
Eilibit 19 - GcoIoSr end Subsur{ace Soils (Llncoln-Ilevore)
Erhibit 20 - Maps - Elk and Mule Deer Concentrations
Erhibit 2l - Certification for Plocement of Fill In Accordance rilith Floodplrin Spcciel Use Permit'
Ftoodptain Special Use Permit, Ftoodplain Map C-lE
Erhibit 22 - Protective Covenants
Erhibit 23 - Rapids on the Coloredo Homeownetr Association Artichs of Incorporetion end By-Lows
Erhibit 24 - Service Letters - Utility Companies
Exhibit 25 - Maps - Rmd Plan and Pnofiles (Eristing and Additbnrl); Existing and Pnopoaed Utiltty Line
RPUD. 1 (X.O.Tabb of ContenB.doc tutD0IJ6
Attachrnents
Attachmest l. - ! raflic Impact Study - Thc Rapids on the Colorado.
Attrchment 2 -Site Location Application end Report - Addendum (VYrsteweter Treatment Facility)
Attrchment 3'Site Location Application and Report (lVastewater Treatment Facitity
Attachment {-Publh lYater System - The Rapids on the Colorado
Attachment S*rotective Covenants (Revised for Plauned Unit Development).
RPUD. I 04.O.Table d Conbnts.doc
EXHIBIT 11
Deeds, Easements, Bill of Sale,
Memorandum of Understanding
Book Paoe Grantor Granteee Acdon
Doeds Open Spaceto HOA
temorandum Agresnent
{0i32 96t RepHclrwebpmentGcR.pl&HOA
l3O8 55'0 @ne R Hlltonl3lr8 580 Gene R. Hllton
,308 56'l Replds lhtr. Co.
1308 587 Gcne R. Hllton1308 568 Rapids llev. Go
13t18 560 Rapl& Irw. Go.
{316 98:l Gene R Hllton
l3t6 987 Raplds tlev. Ct
R.plds HOA
Raplds llan. Corp. Easement
Raplde HOA C[C. I]eed Llne and Tenk
Rapl& Dev. Co. 18.71b toorc Dltch mtc?
Raprc HOA
Rapl& HOA
18.7% toorc t ltch Wabr
Billof SeleffirWm
Repl&tlov.Go. Addl0onalWater
R.pl& HOA ConuctWell Numbep
EXHIBIT 1{
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513355 09/0911997 10:37f, 81032 P961 319I of 2 R 11.00 D 0.00 N 0.00 GnRFIELD CLERK.--
QUITCLAIM DEED
This deed, made thi4{A{day of ?o----" 1997, between the RAPIDS
DEVELOPMENT CORPORATION (Grantor) and THE RAPIDS ON COLORADO
HOMEOWNERS ASSOCIATION (Grantee):
WITNESSEfII, that the gmntor for and in consideration of the sum of One Dollar and other
good and valuable consideration, the rcceipt and sufficiency of which is hereby acknowledged, has
remised, released, sold, conveyed and quit claimed, and by these presents does remise, release. sell,
oonvey and quit claim unto grantee, its successors and assigns forever, all right, title, interest, claim
and demand which the Cirantor has in and to those parcels of land depicted and described as
"Common Open Space" on the plat file for public record in the Office of the Clerk and Recorder of
Garfield County, Colorado as Reception No.€/835.-3_(Hereinafter collectively "Properties"),
subject to the following conditions and limitations:'
l. The Properties shall be used by the members of the Rapids on the Colorado Homeowners
Association exclusiriely, as open space and said use shall be subject to all the limitations and
conditions contained and set forth within the plat filed for public record in the Office of the Clerk
and Recorder of Garfield County, Colorado as Reception No.€1$&El_ (Hereinafter "Final
Plat"), Garfield County Board of Commissioner Resolution No. 96-70 and the Protective Covenants
for the Rapids on the Colorado Subdivision, filed for public record in the Offrce of the Clerk and
Recorder of Garfield Coungr, Colorado atBook{Oil,Pagefu3, Reception No,6J3356.
2. All costs and experu;es incident to the maintenance and upkeep of the Properties shatl be
the exclusive responsibility of the Rapids onJhe Colorado Homeowners Association.
' 3. The grant herein is subject to all easements and rights of way of record or presently in
place within the Prcperties and/or deBicted therein upon the Final Plat and subject to the rights of
the beneficiaries of such easements and rights of way to make use thereof.
It is the purpose herein that the terms and conditions hereof shall extend to and be binding
upon the Properties and shall be a covenants running with the land.
Qutt Claim Deed - llater Rights .Page I
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513355 Ogl09tl997 t0:37R 81032 P962 319
2 ol 2 R 11.00 O 0.00 N 0.00 GRiFIELD CLER!(
IN WITNESS M{EREOF, the Grantor has executed this deed on the dare first set forth above.
Rapids Development Corporaiion
s, F4.a g. il-/Z-*,
Mlry J.lt{ilt6, Secretary
,ffi
GENER. HIITON,
2102W. Arapahoe Dr.
Littleton CO 80120
STATE OF COLORADO )
) ss.
COI'NTY OF GARFIELD )
GENE R. HILTON, Prel[$lgfthe Rapids Development Corporation and'Mary l. Hitton, Secretary
of the Rapids
WITNESS my
' My commission expires, ll, 3,41
Address : [[ I C1lfrrodb"Jt;g
,UtrxWLq$-,C,0
Page 2Quit Claim Deed - Water Rights
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MEMORANI'TIM OT AGREEMENT
(Service Agreement)
Parties
The porties to this Agrecment are The Rapids on the Colorado Homeowners Associatioq Inc., a
Colorado Nonprcfit Corporation (hercinafter "Association") and Crene R Hilton (trcreinaftcr
Tlilton').
Recitals
WIIEREAS, thc Association is a homcowners association formed pursuant to the Colorado
Common hffi Ovnership Act Colo. Rev. Stat S$ 38-33.3-101-319 (Wcst Sttpp 1995) and is
compriscd sotely of lot ownors within the Rapids on the Col0rado Subdivision (hcrcinafter
"subdivision"), a subdivision located in Garfictd County, Colorado and more particularly
described on the plat fild for public record in the office of the CIe* and Recorder of Garfield
Cortrlty, Golordo as Rcoepion No.S 13353.
WHEREAS, &e Rapids Derdopncnt Corporation, a Colorado corporrtiou, (hereinafter
'Rapids") is thc o$rnor and developer of the property encomposing thc Subdivision.
WI{EREAS, Hilton is thc prcsidart of Rapids Development Corporation ard Rapids owilt an
lmdividd intercst in tlrc watcr storagp tank, water lineq and water treatment and other facilitics
(hereinafter togp&cr \Vater Systcm') portially locarcd upon rcal property owned by Hilton that
is adjacentto thc Subdivision, ryhioh Watcr System will providc, in oonnection with the orercise
of l9.Mo of the following urater'rights, (hereinafter 5[Iater Rights) the domestic watcr supply to
the lots withinthe Subdivisioq towit:
Sdd Uer dgltt ,*tnil t65 anlca {orw?tir ,.n cn&sbed it tb .qiwiq@ft fic rywtAt?h M
hC-osNaW-r262
WIEREA$ Garfield Counry has raquired as a condition to zubdivision approval Otat Ote Water
S:/stem and Wder Rights, in an arnormt sufficient to prwidc the Subdivision with an
uninternrf,ed ycar-round domestic u{aner suppl% bc conveycd by Raplds to :hc Association
This requirement has been incorporated and made a part of the SuMivisiol, Impnorrcments
Agre€ment (hereinafter dSIA") exccuted by the Rapids Devclopment Corporation and Garficld
-
-n9
EldriHtlt PaOe 5
Structurc Source Amount -
CFS
Appropriation Priority
No.
Court
Case
Dafc
MooreDtch Garfield
Creek
.20 6/15/1882 3 89
Moore Ditch Garfield
Crcek
t.287 6/01/r883 t4 89
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2 of 6 R 30.00 D O.@ GRRFIETD OdfiTY C0
Comty oNt ttc 8th day of Scptembo-Igg7 ard filed for public reord in thc Offie of tbe Clerk
and Recorder ofGarfield County, Colorado as Book 948, Page 471 and Reception No. 513354.
WHEREAS, tlre lVater Rights, in amoun! and the Water System, in capacit5r, exceed that
requircd to suppty thc SuMivision with an unintemrpted year-rormd supply of aomestic water.
WHER'EA,S, Hilton tas agrd to conv€y to Rapids a lg.lYo ownership interest in and to thc
Moorc Ditch water Rights Priorities 3 and 14 Orat he precently owns, in the amount set forot
hercin, to dlow the Rapids Dwelopment C,orporuion to mcet its obligation rmder the
SuMivision Improvcmcnts Age€ment above described.
WffiEAS, tbe parties harrc agreed lbat the N.3Yo of thc Moorc Ditch Water Rigfts oumcd by
Hilton and not convqred by Hilton shalt bc retained by him and ttrat Hilton shall; hercinaftel
sct fortlL harrc the rid* to utilize all cxcess capacity in the Water System following Subdivision
use, to diveG carqr and/or othcrrvise apply thc above described portion of Water nignts rescrved
by Hiltotq or such other water rigtrts as may be owned by Hilton, to beneficial use; ana
WHEREAS, thc parties have agrwd that ttre respective rights, duties and responsibilities of the
partics in and to thc Water Rights and Water System shell bc governed by the terms and
conditions set forth lrercin
WIEREFORE, in consideration of the mutual @venants contained herein and other
consi&ratioq the receip and sufficicncy of which is hereby acknowtedgd the parties agre as
follorvs:
l. Hilton shall by quit claim deed, convey to Rapids a l9-?Vo undivided
ownemhip interes in and to the Moore Ditch WafcrRigtrts that h€ o\illls.
2. Hilton shatl quit claim to Rapids, and Rapids shall quit claim to the
essociatiom, easfircnB of the following dcscripion for tre pryosc of opoating and maintaining
the Water System:
a" a width of twanty (20) feot ccntcred upon atl water lines and pipcs
apprtemntto thc Water Sptem above described
b. a width of thirty (30) feet centered upon the length of the water
storage tank access road appurtenant to the Water Systeur above described" and a radial
widilt of forty (40) feet centered upon the urater stomge tank apprrtenant to Ore Water
System abovc dcscribed
3. Upon poviding (10) days a&anced wrinen notification to the Assooiation, Hiltm shall have
the right, in a manner which does not uucasonaUty interfere with SuMivision use, to corulect to
the ll/ater System and utilize the excess capacity of the Water Systcm mt required for
Subdivision use, to diverl store, deliver and otherwise apply water rigtrts owned by Hilton to
beneficial usc: Forthe purpose of this pragraph, the cessation in the delivery of domestic water
to dre SuMivision for time periods not excooding (4) continuous hours and resulting from
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3 of 6 R 30.00 D O.qD GffiIELD oUrlTY O0
consfruction activities incident to tlrcse initiated by Hilton pusuant to paragraphs 3 and 4 lrerein,
shall not constitute unreasonable interference with SuMivision use. As used in this paragaph
'cxcess capacit5f shall be defined as follows:
a thc cxccss pumping capacity of drc Rrpids Well No. I and Rapids Wcll No. 2
rernaining aftor tre 66 gatlons per minute lnmplng capacity required by the SuMivision
for pcakdailydcmad.
b. thc equalization capacity mt rcquired for Subdivision nsc.
c. eqrnl sharcd use of 90,000 gallons of firc storagp capacity in tbe $ater tanl(
4. Tbc Association shall allow Hitton rmrestrictcd aocess to the propcrty dcpicted and described
in Extribit A and B attachcd hcrcto and incorporated hcrcin, forthe purpose of thc constructiorl
operation, mafunenance, rceair and rcptaoeorcm of wells, rrater lirpq and/or othcr fuilities
neccssary to the diversiorl delivery and application to bcneficid use of the water rights owned
byHiltorl
5. In the evcnt it should becomc ncccssary for Hilton to &ill and constnrct additioml *clls upon
any portion of thc prcperty idqilified in Paragraph 4 above or on adjacent propcrty o*ned by
Hiltoq tbc Association slrall waive its right o objcct to the placemcnt of said wells within (6(X))
fcet ofany rrcll oumcd by thc Associatinn.
6. Prior to trc timc at wtrich Hitton fi$t utilires the Water System to apply water rights owned
by him to bemcficial use, the Association shall bc rcsponsible for the opcration and maintcnanoc
of thc Watcr System and the palmat of dl cosf and otpcnscs immod thceeto .
7. Subsoquent io tlr time at which Hilton first utilizes thc Watcr Systern to appty uatcr righs
oumcd by him to beneficiat use, flre partics shall be respmsible, in apcordanoe wittt tbcir
prroportionate water.usc ttrcneirL for all coetJexpcnses incurred incident to Ore operation and
maintcnanoe of Watcr Syscem" For the purpose of ttis paragaph, thc propoltionate wrter use of
thc partios shall equal the rcspcctive amounts of watcr delivcred througfi the Water Systcm to the
parties, dividcd by the total amoturt of water delive,rred through the Water Sptem during the
aplicable billing pcriod. This Mcraorandrm ofAgrcemcnt is intendod to inrre to fu bcmcfit of
ard shall be binding upoq the parties hereto, thcir nrocessors and assigns of all kinds.
9. This Agreemcnt contrins fu mtire agrwcflt bettm thc partics and srycrsodes all
prior urderstandings, agrcements, negotidions and representrtions wrificn and oral not containcd
hercin
10. In thc errent of any action for breach of to enforcc the povisiolrs of, or otlrcnrisc
involviag this contract thc court in zuch action shall award a reasonable sum alt attorncy fces to
ttrc prevailingparty.
I l. Upon execution hcreof, 8 copf of this mcmorandum of agn:erna* shall bc filcd
for prbtio rccord in dre Office of The CXert ard Rmrfu of Crarfield CormtSl, Colorado
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IN WITNESS WIIEREOF the parties have signed this Memorandum ofAgreemeot on the day
and year sct forth hcrein.
t1 1 actt
Date
OF COTJOR^A,DO
Iss.ffi*)2".J htt
ing was acknowldgd befse me this 3ae<day ofDecember, 2001, by GENE
my hand and offioial seal.
NOTAR PI'BLIC
Association., hc..
r*;. ap
ing was acknowledgd before me thisdataay of December, 2001, by GENE
f,ON, Prcsident of the Raplds on the Colorado Homeowners AssociatiorU Inc.
trymrt,egr.oUffiNEsS mV |and and official scal'
My commissi ar.e.wturxl}u+-'2q. ).m/
eioress:ra t lu.Vlu{,qlz C.er.t,X.r*rt^**,Ggolao
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THE RAPIDS
Wabr Llne Easement
A urater line easement situated in Seciion 4, Township 6 South,
Range 91 W€st of the 6tn P.M. 20 ftet in width tyrng 10 feet on eacfi side of the tullowing described
centerline
Beginning at a point on the southerly right of u,ay line of Garfield County Road No. 335 whence the
Slr4 Corner of Sectbn 4, Torvnship 6 Sorth. Range 91 West of the 6th P.M. bears S 08%2'11" E
976.36 het thence S 7S%?13' E 53.80 ftet; thence S 1O"2(}2O'W 49.63 GES thence S 69o57'52" E
126.60 feet thence S 60"1E'16" E 65.39 feet thence S 52"1236" E 1U.41feet thence S 12"24'24"
E i59.3O feet thence S 32'3658" W 77.79 feet; thence S 39"14'34" W 25.24 ftet; thence S
50"3?04" W 49.E3 feet to a point on a water tank easement whence said S1/4 Comer bears S
16"5936" W 4T7.TT t@t
E$lblttt Paget
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EXHIBIT'8"
Eeaernent
A water tank easement and urater tank amss easement eituated in Section 4,
Tornship 6 South, Range 91 West of the 6h p.M.
BeginnirUg at a poffi on the enterline of Garfidd County Road No. 3i2 wftenoe
the s1/4 comer of seciion 4, Tomrship 6 south, Range 91 west of the 6t p.M.
bears s 73 32'28' w 500.29 feet thenoe s B2"sg'os w 26.60 feet thence
abng a cun€ to fi6 rtgftt traving an arc lengfrr of s4.7s 6et a radius of 46.i9
bet and a oenbal angb of 68"00'18', the chord of wtrlcfr bears N 68"01?r w
51.60 feet therpe N 29"0133" w i30.76 feet; thenoe N g7"4Tz1' w 91.21
feet thence along a curve to the lefr having an arc length of 89.58 fet, a radius
of 52.61 Eet and a enbal angle of 97"34'10r. Ste cfrord of whlcfi bears N
86"&426r W79.15 Eet thence s 44"9829" w 2s.ss faet thence abng a curve
to the right having an anc length of 107.95 feet. a radius of 60.00 Eet and a
central angle of 103"0458", the chord of wfricfr bears N gg"4go2" W gg.g7
ftet thene N 3?16"33' W 117.41 Get then@ N S7"4g2f E 6O.q, f€et:
thence along a qrrve to the right having an arc lengttr of 125.66 f€et, a radius of' 40.00 feet and a central angle of 18O"OO'0O", the cfiord of strich bears S
32016'33" E, 8O.OO fieet; thene S 57"43'2f W 3O.OO Cet tfience S 32"i6,gg" E
37.11f€€q &ence along a curve to the kaft having an arc tengfir of 53.97 feet a
radius of 30.ff) feet and a entral angle of 103"04'58', the chord of wtrictr bearss 83o49'02" E,46.98 feet thence N 44"98'29" E 2B.Bs feet thence along a
curve to the right having an arc length of 140.67 fe€t, a radius of 82.61 Get and
a entral engle of 9f34'10r, ilE chtrd of wtricfi beans S 86442d E, 124.29
feet thenca S 37"4721" E 9:1.51 Get thence S 2901'33'E 141.06 feet thence
along a curye to the lefr having an arc lengrth of 19.15 feet, a radius of 16.13
feet and a cenfal angle of 68"0018', the cfiord of s,hicfi bears S 63o01'42'
E,18.04 feet thence N 82"58'09" E 26.63 Eet thence S 07"01'5r" E 90.00 bet
to the Point of Beginning containing O.55 acres more or Bs.
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GRA0{TOF EAlSEtEttlT
THIS GRANT te madc AS8 7r1, <tEy d Deorr$er, 20Of by ard bctwn GENE R HILTON
ard MARY J. HTLTON (hereinfror tirarilorcJ, ufiose eddras le21@, Weet Arspaho€ Drivc, Littleton.
QQ SI2[l-@ rd RAPDS tEl/ELOPEilT CORPORAION. a Cdc& colpoaim (lprehdor
'GnnnecL rhoecad*acc lsths stno a3tH stabd &1,€.
REGITAT.s
l. tifir!.., ArrEr rr tlr ilrrl d crffr rtrd prop.tty locaH h Secilon 4. T. 6 S.. r
R 91 W. d Ole 6h P. lL x,Urh ur. Cq.rily d Cirficld. Starc d Coffi ntd
ttttrsesr, Grrfe. b Ute lccud oxn€f of Orat c.rteh real property located withh tre
Cqnilyof Garfield, Stataof @brado, dcEcdbcd acThc Rapi&mtlpColordo &ndivislon(hecinafrer
.51lCr1i1nfl. ecoolCre b ib CA Imd flcd h prdb rEco.d fl OE Olb d fE Clat rrd Rsudr
of Grfreld Co,lty, Cohrdo .! Rcocpdm t{o. 51335ti. .nd tho Dedrdion d PtoEdh,g Go,€rlants for
the &.6dMsion recorded c Rccaf*kon t{'o. 5134flr, in the rscods d thG Cbrt md Rcordcr d Gsftdd
Couily. Colomfi *d
3. trfiss. Gratse. sfr ffiofc e.orfssbr\ hac srstucled I dqmsilclrdr ssply
lyCs.n fu tF e.Hrdslqr (wnr atrdc* walr i."ply *nl silorqp c?dy ftr Gratcs a{oltE
proporty) a portbn of whk*r ie located m property oxn€d by Grstors (tha'Burdened Propertf). mor6
paldqrtarty descrneO cr E:drlblte'ff alld'S afisctred h€r€io ald ttcoryoaaA hcreh; ard
1. tifrgec. prresn to Prqrapfro lV. A ed M- B d tp $ttftirbn hp]ov€mstr
egrsonpd m.rbrl by R+lds DsrslQ.mrt Co3paatlsr cd tha Botd dGonntsdorsrs dGsfiekl
Corrrty. Colomrb rrd fil€d fiorpirilb r6@rd h Ore Offi* dtu Cletkmd Reorderd Gafie{d Cqt*V.
Colorado ac R€coption No. 5l383t, R4[ds Development Cdporatim shall at tE tkne d @ptarEe by
OE Co|rty d tp Oine.,c ooJffion d qrpletirn d hptoveornta fu tle ffic rrd.r s.pply
sygiB1l! prlEuart b bl[ d sab. convey b T]F Rapad3 m t]E Cdaado ]Etmurss Assodatisl
(.Assodatiorf) the vuater syetern improv€nrente, uoll pennits and ofler studures appurtenant heroto
and coindded $61 xr1e omveyanog of tha dqnesfic water a.pply syBt€rn lmprotstrFlltt, Rapkls
Oo16fopn51f Corpca1iqr strd ffir ty deed q dedcdon !o Sp Aseotidaf for tE pupce d
operating and mafortainlng eaid furprovemente. the foltorirg described easemerils:
e. a uddttr of trrettf (2O) fe6t ceriler€d tpon the lengut d all urder llnes, as
@nrtuclod
a vyidr d t*ty (t ) fa€t cantssd r.pon ttF lengilt d 0Ie uder i',* *oeas
road{ray, aggtsfuded
a radial uddth dfofty (4O) f6et oente|€d upon the urater tenh as cor|stIu(tod
e u{lg€aq ln ord€r !o fadlitate n+ia Darctopcnefrt comorauone'oolnpll{lca !r,lh fle
aeE Slsd|vi3ion knprorffiroril3 ngrEsnor*. Grsilors hffi ag[€€d to grad the eaeqnents nsBin
doscribodr
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2 ot 4 R dD,@ D 0.@ GiRFIELD CdfiW O0
Now THEREFORE. for and in consicleration of the grm d Ten Dollars. and other good srdvahrable qlsiosaoq h htd psid, EE r€6ipr and armrciercy d uhifi i8 h6r€oy agg,torxlodgod,Granlos hg€by gttil and corn€y to tte G[Btt€o. its s.rccessors and assigns, for tre prnpose dinstalling. opeating, maintainirg ar6 rQeiring a water distrih{nJn sp[€m and for eooass to the sanre,perp€tjal easenrrnts on, ov€r and across rre followirg d68crib6d raal property
a A u&r ltoie egneril d tc,€tty (2O) 6d wirttr as described h Edrabif .A-
dtached herefio:
b. A ruater tank easement and wEtor tar* ms easement as describod in
E fiibit.tr attachd trereto:
Blndng Erc. Corfarent nrrrr*rg u,lt|r Ore Srtl€ct Prcporty. This Grant of Easemeril andall rlghts and obligEtions set fior0t her€in shatl be bflndng r.rpon ard inure to tte ben6ftt of the parties
hereto. their respective $tcoBssofs ard assigns. and shall be deenred to be a hrrden nrnning with the
Burderpd Property for Ore b€n€fit of the Sr$divlsion.
lN UlrlTllESS UItrIEREOF, Grantor has ex€qrt€d this insfrunrcrit this Saaay of December,
2001.
STATE OF COLORADO
COUNTY OF O.\ctlo *lo/(
The abore and foregoirp was acknodedgod bdore rpthis dayd{fj{ayof Deenrber,2t1{}1
by Mery J. Hilton and Gene R- Hitton.
Witness rqf hand ard officiel see{.
My onrmissirrn "ra,.n"Q( 6i 9, -gaa /
)
85,
)
E
s
!i
Notary Pdrlic
ElfifUt tt Fege t;
r tilfir ilfi l]il illt ililt ilIllt lllllt ilt llffi ilt lllt592978 tZlWlzOOl O4ztZP Bl3Ot P!162 ll nLsDonF3'of { R 2e .0e D e .00 CffitE-D CO.fiTY O0 Exhibit "N'
THE RAPIDS
Water Llne Easement
A u/at€r lflne ereement sifuded in Secnion 4, Tornsfib 6 Soufrr,
Range 91 West of the 6tn P.M. 20 bet in width Mng 1O feet on each side of the d&nring doscribed
enterline
B€giming at a polnt on the sorilnerly nght dway line of Garfield Gounty Road No. 335 wherrce the
Slr4 Corner of Section 4, Tornship 6 South, Range 91 West of the 6th P.M. bears S 08"4211' E
976.30 Get thence S 78%?13" E 53.80 Get therrce S 10"202o.'W 49.63 feet tlpnoe S 69"57'5? E
126.60 feet thence S 60o18'16" E 65.39 feet thence S 52"12'36" E 164.41 Get thene S 12"24'24"
E 159.30 teet ttrence S 32"36'58" W 77.79 feet thence S 39"14'34" W 25.24 ftet thene S
50"32'04" W 49.83 feet; to a pont on a water tank easement wtrence said S1/4 Comer bears S
16"5936" W 477.77 @t
trdblt ll Fago t3
r rllrrr !![r trftrr ttrl llllr llltll lllt] lll lllll llll llll
i ilEiii iliiilSiiti iiti iiiil iiEiii EiiEEiiiiEEiil eitiiEEi
se?9?6 tuula&l a*12? Bt3et pL:l lt alsoorF
i of 4 R Z?,.ffi D g,'W GSEFEEL$ ftiilli'. iiu
EXHIBIT "8"
Easement
A n&r tank ccemcnt 8nd ur&rtenk aocess eascrn$t rsitsted h Seciion a.Tananship fr $*uth, Range $l Wesi.::f iilt fin'p.itri
Beglning et s Pgint on the ccnterlinr of Garfield County Roed No. 312 wfience
the Sti4 Cornar af .$+ctiofi 4, Tcrwnship 6 .,*-urth, Eanga,g i rfdesi qf ll:e fi* F.ii.beus s 7332'2E w 5oo-29 tre $cnc. s Ersflrs w 26.69 fuat thence
aiorrg a curve to the right heving an erc length of 54.75 feot, e radiue of 46.1g,;.;i rlrrd a t*:ntral angie of GSooo'l8", the cfiord of wrrich bears N 6g.0I?2* w
51.80 ftlet thenrx N 2s01'33" w ig8.?6 feet thgm t{ 32"4?'21. w 91.21
frrr,ri!, th+l*r:tr i!..'?frs;? *r.tti*4t q4i {!"r*: ir*fi!iir,,,ir,! i}ii +ri-,. !i:r;gii i,.rf ,13 --.!,.++!, ;.i.:,.!:;_:iof 52.61 feet and a cantral angle of 97"34'1o', the chord of whictr bears N
8s"44'3s" ! J,79.'15 feer.; thence s 44":]g'gg" trJ ?e.gg feei; thr:n:e air-;:; ij: i.",.!ii,,,,:,
to fie right baving {r arc lengl8r of lo7.9s Ee( a radus d 60.00 bet and a
central angle of 1o3"o4'58'. the chord of nftictr besrs N g3'4gEg w. g3.g7
feet thenoe N 32"16'33' W 117.41 feet; thenoe N SI"49,27. E 6O.@ feet:
thence along a curve to the right having an arc length of 125.66 feet, a radius ofil(l-oo Gd md e enrd {rgb of is(F0oor, the cfiord of u,tridr bears s
32"163r E, Eo.0o feet; ttene s 57o4$2r w 3o.oo frat therm s 92916.3:!'E
37.41 feet; thence alorE e curve to the lefi having an anc length of s3.97 €et, a
radius of 3O.OO feet and a central angle of 1O3oO4'58", the cfiord of whbh bearss 8:1"49'[r? E.46.98 6efi fien6 t{ 44-3s2y E 24.8s fset ttrene abng a
cLlrw to ote right havir€ an anc lengrr of 140.67 !eet, a radius of 82.61 bet and
a central angle of 97.34.'10', the chord of wtricfr bears S 46"44'26" E, 124.29
feet; thence S 97"47'21" E 93.51 feet thence S 29oO1'43" E 141.06 feet thence
ahtg a cun e to fie left having an arc length of 19.15 fte( a radius of 16.19
Eet and a oentnal angle of 68"IP'18', the cfiord of wfiicfi bears S 69"01?2"
E,18.O4 Get thenoe N 82"58O9'E 26.63 feet; thence S O7"O1'51" E 90.00 feet
to the Point of Beginning containing 0.55 acres mong or less.
Erhibit ll Page l'[
I trrfit ilfit illlll ltffi lilII lrEIIl liiiil lll lll:l :::: ::::
5Ef}9'n lU*runt elrllP B13OCI of 3 R 15.00 0 O.g0 GRiFIELO
666 i fl-SDOlf
c(xfi{TY c0
OI TGLAIT I'EED
This desd, madE Oris EsA OaV of Oe@mber, 2(X,1. betreen RAFIOS OE\TELOPMENT
, a Coloedo arporafon fCratf) ild rtG RAFIDS CN THE COLORADO
HO{Iffiol/U{ERS ASSOCIATION, a Colorado Nonprofit Corporation fGrantee"):
'{ri-ri,iESSETH. Ulrat fE GrBnlor. fa srd fi oneiderati<n d 0re cum d Ono Ociller atd dher good ard
valuable consldenatlon, tho r€€Ft srd rufriderry d trhlch la hereby adoowledged, has tumbed,
released, sol4 convqred and $rlt dahngd, and byth6so prgsantE doas rsnisa, r0lea86, sall. uley rtd
qJit dafn unto Grantee, itre aroessas and aselgna fuievtr, tlro3o coltaln s6€ilsil3 @ ugc-$ar*eO
6 Gra;11t t Grant ot'esnerl rocor&rl Oe&n$s -4:- , 2@1 aa Recepffm Xo. f? 2E i 4 fu't
W, I 3a ( at page f G.o ln O€ ffice d the Gsfield Corrnty. Colorado Clork sd Reoder,
srrctt €asements belrp mora partlqrlarly described as bllfra:
Easenrents for ttre purpose of lnsilalling, oeer*ng. maintainlng md repalrinO e Her dhffibtffon qd€m
ard br access to the satne. on ovEr drd across Ole followirE descrlbsd real propertf
a A water llne easam*il si,tlderl 3n S€clion 4. Tordrip 6 Soilr, Rmge 9l Wed d [lo
601 p.M. 20 fed ln wldth lykE 10 feet m ea€ft side dOla €rilorllno wfiictr la more partlcularly dccfusd
on Eldrlblt'ff attadred hereto:
b. A wdor tanlt eassnent srd water tailc aeese ecenrent slhret6d h Secilon 4. Totvrrfih
6 SdJx1 Range 91 West of trr6 6trr P.M. whbh ls mole partiartarly descrftad m E:dtlblt'B attacfied
hereto;
VVHEREOF, trte ha exea.rtedthis deed qr the datefir$ s€tforth abors.
TION
STATEOFCOLORADO) -nf
COUNWOFGARF]EED I ,.W
*" rm#*S$ged be6ore-rne.u,i" @ry or Decenter, 2oor. bv GENE R
HlLToN, as pr€slde.,i eno l,Uihv.l. xnroN, as ffiary a Rapids oarctopmern corecaun-
Wthess mY hmd {rl6dd ceal.
E,
E
E3
Itloiary Publac
Erfiibit rr ruP r5
Itt?lLruIllilfl lI{l'Jlll|lJ'tu'|rffffi |
2 ot t i rt.oo o o.n cnnFiELD L6ffi eo Exhibit'A"
THE RAPTDS
WaterLine Easement
Aua&r Ep wnent sinded h Secfin 4, Tornsfs 6 Souil1
Range 91 West of the 6tn P.M. 20 feet in width l$ng 10 feet on eactr side of the follorying described
centerline
gognturfotg d a polnt ql the souttdty dgttr durry l[ne of Garffi County Road No. gg5 ufrence theSll4 Comerof Secti,on 4, Torvnship 6 South, Range gl West of the Air p.m. bears S Og"4ZiI" E976.36 Get thence S 78"4213" E 53.80 feet thence S 1o'zf2o" W 49.63 feet thence S 69"s7'SZ. E
126-60 fr€t fiene S 60"1816! E 65.39 bet trrence S 52"1236" E 164.41 GeE Srence S 12"24,24"E 159.30 feet thence S 32"36'58" W 77.79 fuet thence S 39"14'34" W iS.2q fiaet; thence S50"3204" W 49.8i1 fiEet to a po,int on a water tank easement whence said Sl/4 Comer bears S
16"59'36" W 477.77 fuet.
Exhibit tf pego fS
It{ry=rlu !1ilillr,il,lF i,Illltruil,,I tmr r,ff rrn
, e' r n tu.oo o o.fi';;#i,#; [ffi,I elsbhti''
Easement
A ffi tmk cesanont f,rol uctr tmk aoosc esfiicnt glhnlcd in Seel*yt 4,
T --.---L:- - ^---rl-
h- . - ^' r" -lh - "
Beginnirg at e point on thc ccnterlinc of Gerfold County Road No. 312 whene
f.e S 73%q26- w. ?T.ze. ft* $€nce S 8{To9 w 26.63 tacG tfience
feei and a oentral angle or 6SoOb'18", thG d;rd of wfrk*r hrs N 63'O1'4f'W
eet hgnco slo.tg a curye to tre ffi havirB an anc hngth of Eg.$s feet a radius
86o34'26'W,79.15 feet; thene 5 44"38'29" W 28.85 feet; thence along a curye
r- lL - ..4 --a-r t. -. .! -
csritral engb of 1O3'O4'58', tie ffi of uhich beans N 83"4YOf W. ga.Si
foet thence N 32"16'33" W 117.41 t@t; thence N 57"43'27" E 60.00 feet:
,\,-oaa* 1r.If .i
=,
C;:r-",,* r.,:": t.l,.a ilkl l::-:.|-; :,:: ;:,i::. l,-;:;;:. :.i 'i'. -. - -'
.
4O-0O f6et'end e cer{ral ande of tSfi0OOf. the clrord of wtich bears S
33'18'?.?" E, 3+ Oo fee{; thense S 57"432f W 3O.OO feet thence S 32"1S'33'E
37.41fuat thence along a curi/e to the left having an arc length of 53.97 fieet, a
radius of 30.@ Get ard a central angle of 1O3"04'58", the chord of wttich beare
S 88.4$O2t E46.98 Cq tEn6 N 44382S E 28.85 6€q ftone abng a
qmr€ to fie right heving an alc long$t of 140.67 ftet. a radius of 82.61 Eet and
a aentml argle of 97"34'1ff, the cfiord of which bears S 86"44'26' E, 124.28
feeq thence S 37"47'21" E 93.51 feet thene S 29"01'33" E 141.0G bEt; thence
abrrg a cune to fte left having an erc lengtrt of 19.15 feet, a radius of 16.13
ft6t ard a cenhal angl6 of 68"00'18", the cfiord of $thich bears S 63"01?2'
E,18.04 Get tf1ence N 82"58'OgP E 26.63 feet thence S 07"01'51" E 30.00 feet
to the Point of Beginning containing 0.55 ac,nes more or less.
E oablt 11 Pryta 17
lllEllllEl[ r$il Eut !!t!!,llilt lutt'!I;*il r!!! 't?Fi:'3?"illW#iijiiit*#l'igp'a:';,r'
CAfiTCLTH DEED
_ ii;;;;;-,:;;;-;1,,.-?-::.-;_; ii. ....:...'.?a11. l-l:..-.-::-.^.trlnli:!.l-r!:lnnl_il=l.r!. 1.1ptr+p.tTlal.!.
1foto.raao corporatioa fcrantof} and rHE RAPID€ oN rilg cor-onnDo HoatEo,\rNERs A$soctATtoN. and^!.erla Nrrnnmfit Comorslian fGran!ee"!..:)
WaEssETH, that ihe Grantor for and in aonaldqallon of &€ $um of Tcn Dolfiarc and o&rer goo,rl and veluablethe racclpt and rufilciency of trrhlctr ls harag acknortcdged, hes r6mlsed. .er€;.r,i;-;: r .,.-,...,-,:
an<l quft daimgd' lnd by thcsa presentr docs ttflrisc. r€hasc, rc[, oomrcy and qFfi aem uito cir"rn"",'tcsuccossonB and asslgns forever,
1: - . -fu fof,ouing
-tbscrb€d w3ter 8nd water rlgfrts. as trry have bosn modffied Dy srat cstaln Decrcc ol thc
R+ids llH !o- f (Pemft No. (l{7glfl and R#rts Uhf, No. 2 (knnil fb. O{79r+} 5d rry
and all wata riglfis acfudicatod b s# mllte.
?,
c
I
T
E
Structure Souroe Arnount -
cFs
Apprqpflafion Priority
No-
Csrrt
Case
Date
Moor6 Ditcft uamekt
Creek
o.0394 g1 5/1882 3 89
Moore Ditcfi Garfield
Creek
0.253s 6tolr188 l4 89
SeFd. lromvry. to thc tesarvatlom by Gianlor as ael forilr kr Paragreph 3.e. 3.b, .nd g.o of lhc lrlcnrorrnfunr ofP,npi}*igry;f"fff Rccordr a oaracu cosnty. cobnrro a! Rc€pdoo r{o.
!N W|TNESS YlrtlEREOF. &o Granlor ha3 Gr(ocutcd frts d6ed on thc d.t frttrt crt forth ebot G-
2l0l Wd Arapehoc t}nre
Llt0eton. Colorado 8OI2G3OOE
@I,NTY OF GilRTrEtd I
CL+"otnc*+-t.fh6;;rfr&;ils acknowteOsod Ucrorc mc rtrb@aay of Dcccmbcr-. 2o0r. by GENE R HILTOt{.
as President snd MARY J. HILTON. as Secratary of Raplds Oantopnnt Coryon0au.
STATEOF@|ORADOl.)r.eZ ss.
Witno*r myhand and offidd seal.
Effiftlt P.gE tg
i iilill!!fi! IIilllllH llH llllll !ii!:li::::::::"::'
biizriia tzla4rumt et':t6P Brgoa P56? lt Rl-sDoRF
i of i ft 3.00 t 8.W G*'R.EISL9 COUll?Y C0
QUTTCLAIX DEEO
T?*s dec4 66 ti3 3eD Oey d Deoarter. 2[111. bdrrrsr GENE R HtLTOltl ('Grgfof] std
RAFIDS DE\,ELOPII/ENT CORPORATION. a Golorado csporadon fGrantee':)
WTNESSETH, [lat he Grmtor for and in coneldsdim d tho 3llrn d Ten Dollars ard o0lg good {td
vdua66e oncfi€rdlon. tha rocals and $trdensy d whl€h ls tnreby acknowledgEd, has remlsed.
releced, eold, correyed grrd qJit dakr6d. ard by ttrese presents doee rernlse. tdease. sell. canveyand
$ritdairn trilo Grent6€, ite successors and assknsforaror, the ftlloring:
A 19.7fi interost in and to the folloring tno water rigftts doseed to the ltloore Ditcfi otrt of Garftdd
Croolq as lhoy havs b€en ,rndmed by Uret oertain Decrss d tho Dl$tict CoLrt d Water DMslon No. 5
e|{6r€d on Oaober s. 1979 in tts Cas6 No. W-3262, s.t*rd to tle r6wdlms rEt€d belor, to urif
Oantor res6rv€s for himself. hls heifs and assigne, an 8D.3(M intorest in and to the lloca Ditch ild
ditch rigt$ erdtho ltloore Olrtruater mdurder rlgfite aB +eAneC abot,e
lN WTNESS WHEREOF, the e'rantorlps
2102 WestArapahoe Oriw
Llttleton. Coloredo 8Ol 2(){()()a
STATE OF COLORADO ^, rL
couNwoF&qXFA -[ r#ffi
The foregoirg,r"r "a.r,o*r.ag"d
iK" me thls'fuolasy of Decsmb€r
-.
2001. by GENE R'
HILTON.
WlUrcs my hmd md ffidal seal.
Itl ..
5
Atnrcfur!aoutpt Grmilof
Ourns
Approprtdbn
0atc
moory
t{o.
gqJl'l
Casc
19.7sr6
To GrantGc
alFSl
@.guli
R.tehcd u,
craararC,F-S-
lloqr
fft.lr
Grltr.ld
Gtd(
0.200 6fisfi882 3 E9 o.o3e4 o.r6(n
iroor!
lAfr{r
Gaff€ld
Otck
1.247 oro'rfl8E:r 11 89 0.2535 t.Gl(ts
thls deed on the date firgt set brfi ebove.
$ti+x6'*
Wi..*.*:#
IroffirEryhovmtm
Edtblt tf prec iS
QUIT CLAIM DEED
This deed,.made^lhis ?t!(,oav_ot-ogce1nber,2001. berween MpIDS DEVELoPMENT coRpoRATloN.a Colorado coporation ("Grantor,) and RAPIDS ON THE COLORADO HOMEOWNERS ASSOCIATColorado Nonprolit Corporatlon
WITNESSETH. lhat tho Granror for and ln consideration of the sum of Ten Dontars "no ori{r(do?;ieiri""o,! ""
consideration, the receipt and sufliciency of which is hereby acknowledged. has remised. releasid. sold. conveyedand guit claimed, and by these presents does remise, release, sell. convey and quir claim unto Granree. irssuccessons and asslgns lorovar,
1: -The fqb$rlng described water 8nd wEter rights. as they have been modified by that cenain Oecree of rneClistdct Courl of Water Division No. 5 entered on October 5. i97g in its Case No. W-3262.
THE
t').u:
Structure
Moore Ditch
Moore Ditcfi
J.
STATEOFCOLORADO )
COUNTY OF
No.
Coun
Case
89
6/01/1883
2. Rapids Woll No. 1 (Permit No. 049660-F) ancl Rapids Wett No. 2 (Permit No. 04966i-F) anci anyand all water rlghts adJudicated to said wells.
subject. however, to the reservations by Grantor as set forth in Paragraph 3.a. 3.b. an<l 3.c of the Memorandum olAgreement as recorded ln the records of the Clerlt and RecorderoiOLrnetO-County, Colorado as Receplion wo.592975 in Book 1308 at Page 5S4.
lN WITNESS WHEREOF, lhe Grantor has executed this deed on the dste first set torth above.
f\<aPar.'t-
The foregolng was I.9-Ip: Sqlowledged before rne rhis A'i.y of December_. 2001. by GENE R. HtLToN.
6.
as President and tvtARY J. HrLToN. as-secrerary of RapidiETverdpmeni c;;;;"rio*.
Wlness my hand and ofiiclal seal.
My commlssl on exglres: 4 - Z&1)/
:.
,::;-i::[ {:::y,'-'.";:f c,tii3,",
" iir E:_QiF i
,.".% r^os.$i
;#-ar;i:fi*..,."';
EylJlruu ,{_-L_L
Gehe R Hilton. President
2102 Wesl Arapahoe Drive
Uttleton. Colorado 801 20-3OOB
.Ur*Aa'n"
frtapdu<- b'
Lrtulm . c'a to/e Exhibit ll page L_
'
;i}::i Eliii IIlIfi tlll hill ftIlill lllll lll lllll llll llli
59?988 filA$z@l A4:17? 81348 P589 lt H-SD0ftF
7 a€ | P 5. AA D a. Af: GADFTELD COUTI?Y fxl
ii.i-vi'd i\'-r'-;; i;iL*'L,,.;'."'-''-::','"'"'-"":'"'"-"" l::-'"--::':':-:::::'^^^'h'?r^'-t -'
Coloredo corporatbn, whose address b 21A2 W. Arapaloe Dr., Littleton, CO 80120 ('Seller")
iUi altu 11 e1rysturr,qrrqrir -i iil.;;i,i;; T;;; I;ll;;;;r '.:',:|::: i-' li l'-' t|'it''j ;:"i1 :'+ -:L^?i'r'' ltl'
;EJ"g ; de$very of these Pfes€nts by THE- RAPIDS ON THE COLORADO
f-fOnnfOiVftERS AS$OCIATION ('Buyef), the riceipt of which is hereby aa'.-r-*':*,4iart, t::":
brrgd"a ;na "oU,
and by thesi presents Aoes grant and convey unto the saftI Buyer. its
su&"sor" and assigns, the following prope*y, goode and chattels, to-wit:
The water supply system whiclr fumishes domestic water to the Rapids on the
Colorado Su6inisi6n, comprising: a 15O.OOO Ga$on Water S-torage Tank all
tank piping, ,atvcc ani raafio e{uipmentrder mains, brancfi lines and service
[n63j ;r; vd\r€s; fir€ hydrafit-aisernHies ard yard.hydrants. rru0 pumps,
controfl;O rela* equlpment and a[ equtpncnt us€d in the water treatmcnt
sYsilam.
TO FTAVE AND TO HOLD the same unto the said Buyer, ils succcesora a3d asslgns.
forever. The S€br conenants and agrees to and with the Buyer. its successofB and assigns. to
.d;nt anO OefenO ttrJ sete of said property, goods and chattels. 4ainst d and every person
of peGrnswtom€v€r.
ThtrB conveyan€ is express*y m4e suge$-*to thc terms and condittions of the
Mernorandum or nglo&r;,il ;r&nA Uy Geng i. 1mo1-and The n?pHP on.t9 Colorado
Honreorrners Assod66j;-nno or pubfic'rocord in the office cf the cbrk and Reoorder of
Garfiefd County. CoOr"Oo at Book J3&, Page 551 and Reeilftrn No'
5q zq Yg
tN WTNESS WHEREOF the Seief has executed th6 Bil d o*'-ffiefueday 6
December, AXn.
dl,5
RAPIOS DB/ELOPMENT CORPORATION
ATTEST:
,.J
EdtlUt ll Frgo a0
i
ll1|l|I lul I|IItlll lltl|J ulllll ut llr
il.[l,r,|t! |
I ef rr n zo.o0 0 0.00 GnnFiaao bouHri io'--
SI'DCIAL WAITR.{NIY DBEI)
THIS DEEI). madc As ?8ilaay of Dcccrnbcr,2(X)1, is bcnrccn Gcnc R. llihon,Granror,andlbpidsDcvclopnrcnrC"rp"*g",l,..C"Zgigl-"f#T,:",r.g.***.
wITNrissErH, rhar Gmnror , ro, ?i{'ii'"fr:ifu;.[i$ fr'lt lr", or rcn and No/r00
Dollam (S10.00) and othcr good and valuablc considcration, thc reccipt urd sufticicncy of which
is furcby achrowlcdgcd, har grantcd, bargained. sotd and couvcycd,:and by thesc prescnrs clesgr$nt. bar88ltt. scll. convcy and confirnt. unto Granrcc. his succcssors nnd assigni forevcr. rhewltcr rights dc.scribcd in thc anachcd Exhibir A.
TOGIIHTEA. with nll nnd singular thc hcrcditamcils anrt uppuneoances rhercto
bclonging. or in anywise appertoining. artrl thc rcvcrsion anr, rcversions. remainoci antrcnuindcrs. rellts, lssues an<l proftrs flrcreof, and all the estate, right, tirle. inlercsr, ctainr and
dcntand whalsocYcr of thc Orantor, cithcr in law or cqrrity, of, ia ana to thc abovc Sargailcdprcmiscs, with tlrc hercditanrents aod appurtcnances.
'fO HAVL AND TO HOLD tbe said prcmises above bugainert anrt rjescribctl. wittr rhe
aPnurtenanccs, uilo.the Granlce. arxJ his suoce,ssors and assigns forever. The Grantor for itself.
ils sttcccssors and asslgns, does covenant aad agree ftat it shall warraff ard forever defentl.rhe
nborc'bargaitrcd prcmlses ln thc quict and peaceable possession of the GranEe. his heis andassigns. against all md cvery parson or pcrsons ctainring thc whote or any parr thereof. by,through or undcr thc Gnntor.
GIIANTOTT
GENE R.IIILTON
khnr0t20
\i\\
N
-]
A.
Lemmr
E &iblt ll Page 2'
IIilil llil flil[ Illffillil lll!]ltllullllllillllll
li['iib' TiTiiiiboi' oi' oeF srsrc psar -i nLsDoRFt;i-i n 6.oo D o.0o cRRFIELD clut{TY c0
s'rATE oF cOl.oRADO )
) ss.
)
e
couNrY or lliM-
.rhoforceolfghstrumentwas actnowlcilgcdbcfore mc thid!"; of Dccqnbcr,200l. by
Gcnc lL llilton.
My cornnrlssl on sx6w Q'4' ao +
Witncss my tund and olficlal seal.
ELI.EN M. UPSCOMB
NOTAtrYPUBUC
STAIEOFCOTORADO
tO CoonUrrbn eCr. get2ll'l&,,/l
lhut0t20
Erhlbtt tl Pege 22
,*.{
Ltll]l-ll|.ll !|il!tlHilll] il[ ilIil ilt l]lt ilil []5s4733 tzl3t / 20ot e4 fi6p riru Fs6i-i'ir-uiiibar3 of { R zo.oo 0 0.00 GRRTIEL0 cCItrTv CO---
uxIIIBt.l.A
(to Spccial Wananry Dccd)
I An undivitlcd into,n:st inrhc portion of thc augmcntation ptan originally 4ccrcedby ths Districr court in and for wat"r Di"ision No. i lrhc -watq courf]-iii cusc No. w,
1263 on octobcr 5. 1979 that relatcs to thc real properly describert oo thc attachcd
tixhibit ll (the "Rcal Pmpcrty').
2 An undivided inrcrcst in tho prtion of thc applicarion for chungo of water right
0tltcnrntc point of divc,rsiol) and opproval of an arnindcd plou for aufrrurtation culnntly
pcnding hsfore tho warcr court in Caso No. 9scwt04 that rclorcs roihu R*l propcrty. '
.1 An undivided iorory, in thc portion of tho apptiartion for changc of wnro rights
It{ for otrarrgc in plEoc of usc, cunentry pcnrling birorc thc watcr criurt in cay: N1.99CW49 rhurclates to $c Raal p-porti.
rt 0.0026 c.f.s. ottt of 1hc.0.250 o.f.s. originally dccrced to the Moore Ditch prioriry
No. 3 hy thc wotor court iu ctse No. 89 on Muy 5, lggt, with an appropriation dute ofJunc 15, 1t82.
'r 0.0167 c.f.s. out of thc 1.287-c.fs. origiually dccrccd to thc Moore Dirch l,riorityNo. l4 by the warcr court in casc No. ge on-May 5, lgtE, wirh;
"lpiopriurion
durc ofJunc l,1883.
Exhlblt 11 Page 2-
,*,/fri
EXIIIBITB
(to SPecial WarmntY Dccd)
LoTszTtIRoUClHt5INcu,SIvE,t,TslTT}IRU2IINcLUslvBA}IDLoTs2]
TIIITOUGII 3 3 INCLUSIVE
rits nePrPs oNTI{B colR4qo
AccoRDINcToTl{BPLATIuicoxDEDSETTEMBERg'199?AsREcEPTloN
NO,5tl3t3
CICU}ITY OB GARTIBI,D
, SIATBOTCOI RADO.
$lullu,lll$l[u!il$!$'ffi 'tutl'l!!'
Afilbit llPage%
/r/
EXHIBIT 12
Deed r Applicant
Acquired 24.21 g-Acre
Open Space Tract
EXHIBIT 12
ffitbit 12 Page t
Erhibit 12 Page 2
'ry;;i'
t.
i'
' i , ' Exhibit {2 Page 3
-:. -,. .
t-
'.h
a .;,, sou,(4.7g_tdf 424A
' .TO EAVEAND TO t9P *" of.a. pr..i"3" .Lre bs*drsd 8rd &scdbc4 wttL tho tDl,urt€tls,c6s, uuto thet ffii*: iffiruLlp,"*'fffr*rHffi -u ff T ffittc qid Dlrty" ' ot 'tre recopa p{rj tiiEt"h-; rotrn". tr"t "[-tl"-t "-of,u Gr.€arins aaa aaiveiy or; thess Dresenra he is ..ar jr.a'* *"ilril ffi;;;a*; fffi, .Etc, Dedect, abolute and' Mefeasible estrtc of iahuitancc,
-h l"r,-r" l*-"-rr" .g-h" " *"a r"iririr r"wer aad 1^rlhl authority to" grant" bargata, rcll ard couvey the rane h ."-; ; fora as ;"*Jt'J ar,., r.hc ruc ar,c fr,ec aodclcar fton all ioruer and ot'her -ry39,-5"or*,-J* ,-,", taxes,. a,rrcsru."nt ,ua "ocr-bnrrcc" of rvh.tevcr' Liadorngtumsoevu., except tszs e;;E;i.prbpGitv EiI6?i ""."o,"rrrs and;ifl:Hi":"-::r.":fr:"g:tt" ""a-l"i""re nature of record ana prior
Ti:" ffffi'ffi " 5T:.Y-r"3l:,*oYT -g rp
".aa
p.'t v o( th" rccord pan"[1?*s:"ffi T*:*"ar*y : ryFy r:t& tr ffiT"'#,ffffilHT fr*, r'c !.td D.rt y of tho flEt *;-"0", ; wfl WABBA.Ni ^*, "_irffiffiffirXlIN,'IilITNEgg I, uy lyrTNESIl WFtRDOF. tha !dd_tr,r*
.rd.rGsl , j ,'. j , tL atry.d m.llar rl,b-;;.iu;;i;i;:[*d thr.ffEt psrt Ls
8lS!.{ s.rtd ra{ I}o[vcrcd ta thc htrocc
ff }.j.ffyA bdore mc thir 26ttr &, oc Septjnber.. ,
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ilFHE
gH.E E
Ii*H.
ie l{.JE IE8€ !A
3;'" iE
-v la
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6'tlt,ltto,
iffi$
3iN$
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o
Er
b,1{ji1
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-
EXHIBIT 1
Title Commitment
EXHIBIT 1
E rhiHt {3 Pago I
Exhibft 13 page 2
m I"and Title Guarantee Company
CUSTOMERDISTruBTITION
Dalc: ll6-ltl-2006
PropcrtyAddru:
G8[rIB ANDMARY HILION
ZI@ WEST ARAPATIOE
uTn-ETON, OO E0rm
hoa 3ll&70&16lll
Pu: 3lB'?l$r?50
Cqlc* I
Elirlt cocrlltoeecOHhhct
SdVtr 8M.n
Ityu irltc any @hb u rryhe tarfu arr;lfrrne, @ Ml mc dth wrnfus ffiv:
OurOrdcrNumbcr: GWZlE[ffI-z
FsfilhAtue:
Ghorud Sprhtt'GW'Uil
1317 GRAI{DAVBIM
GI8{W(X)DSPRINGS, CO
Ptm:97Gels-28t0
Per: $7GOl5{7tt
Hhiblt t3 Pegc 3
;t Land Title Guarantee Company
Datc: 0641-2006
(b Ordcr Numbcr: GW24EE27-2
Propcrty Addrcce:
Buycr/Bcrow:
TBD
Sdler/Omcr:
MPIDS DEVEIOPMEI\TTCORPORATION, ACOLORADO CORFORATTON (AS TO PARCELA) AND GENE
R. HTLTON AND MARY J. HILTON (AS TO PARCEL B, C, D, E & D AND THE RAPTDS ON
coLoRADO HOMEOWNERS ASSOCTATION (AS TO PARCEL G)
Nccd a ffi%ffiT;lffiffil**? chcck out L"ud Tltlc's wr.b dtc d wm,.ftgc.comhr
ESTIMATE OPTITLB FEES
TBD Commttmed s7e9.oo
IC ,'.d tttl. A.arltx cqxry, tttl b. a,'cf.q tDl,r trea..ctl.o, .bon C.s tt l b eTlBr-fr.t tD.t tLr.
TOTAL $189. OO
r.ffi x/6 TIIAIIIKYOUFOIIYOUR Of,DEf,I
Efiibit t3 Page 4
Old Republic
ALTA I
Prepcrty Addrc*r:
l. Eftcttvc llaile: ltry 05, 2006 d 5:00
2. Poncy b bG k$cd, end fmpmd Insrtd:
"TBD'CommlErcil
Propcd Insured:
TBD
Thccttrh or Grld b thG Imd dcrcrtcdor Efcmcd to
A Fec Shnpb
THG io th atetc c htcrcrt covcrrd hcmh b at thc Gffir
RAPIDS DEVELOPIT,IBNT CORFORATION, A COIOR.A
R. HILmN ArVD MARY J. HTLTON (AS TO PARCEL E
COTORADO HOMEOWNERS ASS(rcrA*IION (AS TO P
ThG hnd nfcrrld to h ttb Condtmd b dcrcrftcd r I
sEE AITACHED PAGE(S) FOR TEGAL DESCRTPTTON
P.M.
:Na0oml Tt{le Insurance Company
COMMITMENT
Schcdulc A
OurOnLrtlo. Glt?$ffit-z
Cuct. Rd.:
Efcmcdto h thb Cmfucot udovcrcdhclrh b:
b at thc cftcfta datc hcrcof vcetcd h:
I, A COIORADO CORFORATION (AS TO PARCEL A} AITID GEI{E
O PARCEL B, C, D, E & F) AND THE RAPIDS ON
oN (ASTOPARCELc)
dcrcrftcd r folbuc:
Exhiblt t3 Pego 5
Our Ordcr No: GW2{8827-2
IIGALDESGRPilN
PARCEL A
LOTS T THROUGH 6 AND LOTS II TTIROUGH 33!fru Lr f, a trltt(' atir 'rt tt: ,rraUrh A rnII& Ti TUO UTI TIID UULUMUU
ACCORDING TO TTIE PLAT RECORDED SEPTEMBER 9, T9S7 TINDER RECEITTON NO. 518}53 AND
AC{lnffr}IN(: Tn'l''I}flALltiNnljfiplATr}E'rnl}rlnr}fla'l'f'ttttJarr,l ,.inT rlrrll\!*IrDEd,EIyttl.rt\ff,.tf'}\s!r, vv^v_ ^wv&r rlvlt ttv.
63S203
COT'NTY OF GARM.LD
STATE OF COLORANO
PARCEI-B:
A TRACT OF LAND SITUATED IN THE SE1/4SWU4 AND THE SWT/4SF,I/I OP SP,CfiON { AND
T}iE iiWTi{NEUl OF SECTTON 9 ALL If{ 'IUWNSHTP Ii SOU'III, I'ANGE 9I WES"I' OF 'TTTE OTH
r.M. SEING I}ESCRIBED AS FOLLOWS;
BEGINNING AT TIIE SOUTHWEST CORNER OF SAID SECTION 4; TIIENCE N 00 DEGREES 50'(iii' i'r- 433.1S FEET ril-$i:ic'fHfi WEs'r'I-i.r\iE U!'SAII} SITUIION { ANI} ALO!{G 1IIE ElLSiEStY
LINE OF TTIAT PARCEL OF IAND DESCRIBED IN BOOK 570 AT PAGE 260 IN THE OFFICE OF
TIIE GARFIELD couNTY CLERK AND RECORDER; THENCE N ?5 DEGREES ,t3' tg" w 101.u9
FEET; THENCE N rZ DEGREES (E {l' W 115.59 FEE'[; TIIENCE N 53 DECREES 47' tE W
177.?5 FEETTO THE CENTER OF THE COI,()RADO RIVER; TIIENCB ALONG THE CENTER OF
SAID RII/ER N 23 DEGREES {3' l5' E 330.10 FEEI; THENCE N 23 DEGREES ti' ZO' E
3r0.CI FEET; TIIBNCE N 35 DBGREES m' l5' E {19.25 FEET; T}IENCB N {il DEGREES 50'
13' E {99.62 FEET; TIIENCE N 6li DBGREES Ol' {?'E {0{.t0 FEET; THENCE N Il
DEGREES 35' l2'E 503.50 FBET; TIIBT'ICE N El DEGREES l5' 20' E 281.00 FEBT;
TIIENCE S 81 DECREES 33' 38' E2{I.1l FEBT; THEI.ICE S 58 DEGREES OZ' 1I'E m.&
FEET; TIIE}ICE S 68 DEGREES 12, II. E {C,.8T FEEir TO TIIE WEST LII\IE OF TIIE BRANNAN
SUBDNISION EXEMPIION NO. l; TIIBNCE AU)NG SAID WEST UNE AND DEPAkTING TIIE
CENTER OF SAID COLORADO RruER S OO DEGREBS 50' 5I' E 520.60 FEET TO TIIE
NORTHEAST CORNER OFTHAT PARCEL DESCRIBED IN B(X}K 527 AT PAGE 7I3 AS RECEPIION
NO. 2$EEr; TIIEI{CE ALONG THE BOUNDARY OF SAID PARCEL S 78 DEGREES AZ, l0'W
32E.6I FEET; TIIENCE S OE DEGNEES {I}. 15" E 4M.97 FEET T'O TTIE SOUTTIERLY RIGIIT
OF WAY OF COT NTY ROAD No. 335; TIIBNCE ALONG SAID RICIIT OF WAY N ?9 DEGREES 02'
15" E 4.IO FEET; TIIENCE AIONG A CURVB TO T}IE RIGHT lryITII AIV ARC LENGTI{ OF 303.6?
FEET, A RADIUS OF 360.99 FEET, A CENTRAL ANGLE OP {4 DEGREES 3O' {E" A CHORD
BEARING OF S 7E DEGREES 39' 21" E, A CHORD LENGTH OF 296.0i FEET; THENCE S S0
DEGREES m' 56' E 281.92 FEET; THENCE ALONG A CURVB TO TIIE LBtrT UmH ArrI ARC
I.ENGTH OF 67.52 FEET, A RADIUS OF T9I.32 FEET, A CBNTRAL ANGLE OF 20 DBGREES
l3' l5', A CHORD BEARING S 66 DEGREES 27' 34'E, A CHORD LEI'IGTII OF Gt.t? FEET;
THENCE DEPARTING SAID RIGHT OF WAY S l7 DEGREES 4?' 5?'E 308.48 FEET; TIIENCE S
l2 DEGREES 52' 38" E 736.29 FEET; THENCE ALONG A CURVE TO THE RIGIIT WITH AI{ ARC
LENGTH OF 236.{8 FEEf,. A MDIUS OF 518.35 FEET, A CENTRAL ANGLE OF 2{ DEGREES
IN' Y" A CHORD BEARING OF S OO DEGREES 3I' 19' E, A CHORD ITNGTH OF 23{.65
FEET; TIIENCE S ll DEGREES 49' 58" W 111.56 FEET; THENCE S Sg DEGREES 30' m" W
318.77 FEET; THENCE N rl DEGREES 3{l' 00'w 1150.00 FEET; TIIENCB N {9 DEGREES
30' 00'W 3S5.m FEET; TIIENCE S 70 DEcRtsES 45' m' W BZ0.m FEET; THENCE S 29
DBGREES 00' 00'W {14.95 FEET; THENCE S 00 DEGREES tl' a2" E 04.14 FEET; THBNCE
S 89 DEGREES 20, 08" W I3OE.SE FEET To T}IE PIOINT OF BEGINNING.
Exhlbit13 Pago 6
Our Ordcr No: GW2{EE27-2
l"EclL llEscuPnoll
D(CEPTINGTHEREFROMTHAT PARCEL OF IAND DESCRIBED AS AMENDED FINAL PI.ATTHE
RAPIDS ONTTIE COI.ORADO ACCORDING TO TTIE PI.AT RECORDED SEPTEMBER 9, I9O7 T'NDER
RECErnON NO. 513353 AT'TD ACCORDING TO TIIE AIT,TENDED PLAT RECORDED OCI]OBER 2{,
2M3I'NDER RBCEPTION NO. 6:19203.
OOT'NTYOF GARFIELD
STAIts OT COIORAIX)
PARCELC:
LOT ?
TTM RAPIDS ON TTIB COLORADO
ACCORDING TO TIIE PI,AT RECORDED SEPTEMBER 9, 1997 I,NDER RECBPTION NO. 5T$53.
AND ACCORDTNG TO T}ts AMENDED PT.AT RECORDED OCTOBER 2I, zm,T T'NDER RECEPTION NO.
630203.
OOT'NTYOF GARFIETI)
STATEOF OOIORATX)
PARCEL D:
II}T t
TTIE RAPIDS ON TI{E COLORADO
ACCORDING TO TTM PLAT RECORDED SEPTEMBER 9, ISOT T'NDER RBCEPTION NO. 5T$53.
AI{D ACCORDING TO THE AMENDBD PI.AT RECORDED OCfi)BER 2II,2W IJI{DER RECEPTION NO.
6S203.
OOT'NTYOF GANFIELD
STATE OF COII)RADO
PARCEL E:
tI)Ts
T}M RAPIDS ON TIIE COLORADO
ACCORDING TO TTIIB PLAT RBCORDED SBPTEMBER 9, I9O7 T'NDER RECEPTTON NO. 513:}!'3.
AND ACCORDINGTO THE AMENDED PTATNECORDED OCTOBER 2,"-M3 UNDERRBCBPTIONNO.
63S203.
COI'NTYOF GARIIEI.J)
STATBOF OOLORADO
PARCEL F:
II)T TO
THE RAPIDS ON THE COLORADO
ACCORDING TO TTM PI.AT RECORDED SBPTEMBER 9, I9O7 T'NDER RECEPIION NO. 5T$$.
AND ACCORDING TO TTIE AMENDED PT^AT RBCORDED OCTOBER 2\2ffi I.'NDER RECBPTION NO.
639203.
COUNTYOF GARFIELD
STATE OF COLOMIX)
Eddbltt3 PegPT
Orr OrdGtr I{o: GW2{E827-2
IIGII DBGNPTI(III
PARCEL G:
COMMON OPEN SPACE ON THE PLAT PILE FOR PUBLIC RECORD IN THE OFFICE OF TIIE CLERK
AND RECORDER OF GARFIELD OOI'NTY, COU)RADO T'NDER RECEPTION NO. 5I:I353, AI{D
ACCORDING TO TIIE AMENDED PI"AT RECORDED OCII}BER 24, M3I.'NDER RBCEPIION NO.
63S203.
COTTNTY OF GARFIELD
STATE OF COLORADO.
E fiibit {3 Page 8
ALTA COMMITMENT
Schedule B'l
G:qutrcmcn0$ (b Ordcr f'h- GW2{$47-2
Tic fdlorlag en tto rcqgtlcncois to bc cemptd utilt:
IhyneutOorfctheaooomtofthegrrmsorDo4glgorsofthe ftllconsHcratlonfrtheesteieclntercsttobe
hrd.
noeer tsfimec($ crc.eg fre €strle or lucrest !o be lrurcd Duit bc cxetoted aod fury Abd frr rccord, to-rrv[:
TIIXS OOMIT,ITME!{T Ei FOR INFORIT,ATION ONLY. AT.ID NO POLICY WILL BB ISST,ED
PT'BSUANT HEREIO.
NOTE: ADDMONAL REQT,IRBITIENTS OR E)(CEPTIONS MAY BE MCESSARY WHEN THE
BI.IYERS NAMES ARE ADDED TO TIIXS COMMITMENT. OOVERAGES AND/OR CHARGES
REFTJCIED HEREIN, IF ANY, AIIE SUEJECT TO CHANGE I.'PON NECEIPT OF TTIE
CO}TMACT 1!O BT.IT AND SELL REAL ESTATE AND ANY AMENDMEI\MS THERETO.
l.
2.
3.
6.
7.
8.
ALTA COMMTTMENT
Schedule B-2
(Erccpdmi)Our Ordcr No. GW2|S27-Z
Ihc po[cyor potktrt to bG lsrud wtll conieh crepthno to ttc foltowlng r.nlccr thc s.rnc.rl dlapccd
of to th retbfacdon of th: C.oopany:
R[hts m chlms of pardes ln poasesslon not shown by the pb[c rectr&.
EasGments. m chlms of easements, oot shown by the pbth recff&.
Dbcrepanchs, onfltcts ln boundary lhes. sto[tage ln area, cocroachments, and any facts wtich a corrrc.t surtqr ad
lspec[oo of Se ptmlses wudd dbclme and wtkh are not shorm by the pub]lc recsds.
Any lleo, m rlght to a llen, fc senvlces. hbor or rnrtedal theretofue or tercefter frrdshed, lmpmcd by lnr ad
mt shown by thc Frbltc recore.
5. Defecb, Iiens, eocumbranoes, adveaie clatm or other maEers, f any, created, first appearl4g h he prbllc rucofl* o[
altachfuE subaequcnt to thc efrectfue date hcreof hut prlor to fre date the propd hured quheo of rccord fm
value the estate G lntcrest or morlgage lbton covered by ftb Comnttmcnt
Taxes ard asscasm€nB not yet due or payable and spoclat ass€ssmcrB not pt cerdfied to the Trtesner's office.
Aty upaH 6xcs ffi essesments aSalrrst satd hd.
LloE fs nrrlnld water ard wer chorgec, lf any.
9. DBED OF TRUST DATBD SEPTBMBER 03, I9g? FROM RAPIDS DEVETOPMENT CORPIORATION
TO THE PT'BLIC TRUSTEE OF GARFIEI.D COI,JNTY FOR TIIE USE OF GBNB R. HILTON TO
SECT'RE TIIE SI'M OF S3.85O,OOO.OO. AND ANY OTHER AMOT'NIS PAYABLE T.INDER TTIE
TERII,IS TTMREOF, RECORDED SEPTEMBER Og, 1997, IN BOOK 1032 AT PAGE 9SI.
IO. GTEM INTEI{TIONAIIY DELETED)
II. DBED OF TRUST DATED NOVEMBER I7.ilWSFROM RAPIDS DEI/ELOPMENT OORPORATION
(AS TO PARCEL A); GENB R. HILT0N AND MARYJO HILTON (AS To PARCEL B) TO
TIIE PT'BUC IRUSTEE OFGARFIELD COI'NTYFOR TIIE USE OFWESTSTAR BANKTO
SECT'RE TTIE ST'M OF $I,93O,OM.OO, AND ANY O|rHER AMOT'NIS PAYABLE I,'NDER TTIE
TERI,IS TIIEREOF. RECORDED DECEMBER (b, 2005, IN BOOK 1752 AT PAGE {S4.
12. FINAIUCING STATEMENTWM{ WESTSTAR BANK, TTIE SECT.|RED PAETT, RECORDED
DECEMBER OO, 2M5, D{ BOOK 1752 N RECEPTION NO. 6878U.
13. orEMINTEIJIIONALLY DELEf,ED)
I{. DEED OF TRUST DATED NOVE}IBER T8, 2OO5 FROM GENE R. HILTON AIID MARYJ.
Exhlbit {3 Page 10
ALTA COMMITMENT
Sche&te B-2
(Erocpthnc)Our(HcrNo. GWZ{88??-?
Thc poficy or polktor to be hlucd rlll coffih erctpttonr to thc fdlordry rmhrs thc rtEG.rl dcpmd
of to ftG satbfacdon dthc Coryeny:
HILTON (ASTO PARCEL C) TOTIIE PT'BLICIRUSTEE OE GARFIELD COI'NTY FORTTIE
USE OF MEGASTAR FINANCIAL CORP. To SECT'RE TIIE SI.'M OF 332E,OOO.M, A}.ID AIVY
OTHER AIT,OI.,NIS PAYABLE I,,NDBR TTTE IERMS TIIEREOF, RECORDED NOVEMBER 23, AXIs,
IN B(x)K I?{sATPAGE 837.
15. DEED OF IRI.'ST DATED NOVEMBER 18, 2M5 FROM GENB R. HILTON AI{D MARYJ.
HILMN (A5T0 PARCEL D) TO TIIEPT'BIJC IRUSTEE OF GARFIEID COT'NTY FOR TTIE
USE OF MEGASTAR FINAIIICIAL CORP. TO SBCT RE THE SLrM OF t332,0m.00, Ar'lD ANY
OIIIER AIr{Ot NIS PAYABLE LTNDER T}IE TERII{S THEREOF, RBCORDED NOVEil{BER 23, 2005,
IN Bff)K T7$ AT PAGE 869.
16. DEED OFIRUSTDATED MARCH T2,Nfi FROM GEhIE R. HILTON AT,ID MARYJ. HILION
(ASTO PARCELE) T()fiTE PTJBLICIRUSTEE OF GANFIEIJ COI'NTYFORTHE T'SE OF
MEGASTAR FINANCIAL CORP. TO SECTIRE TIIE SI.'M OF $I38,OOO.M, AND AI\IY OIHER
AMOT'NIS PAYABLE UNDER TTIE TERII,TS TIIEREOF, RECORDED MARCH O?, A006, IN BOOK
fl77 Xr PAGE E6{.
11. (IIEM INTE}TfiONAITY DELETBD)
18. (ITBM INTENTIONAI.LY DBLETED)
IO. OTEM INTEI{NONAITY DELETED}
20. ITEM NMET{TIONAIIY DEI.EIED)
DEED OF TRUST DATED MARCH 02, ZfiN FROM GENE R. HILTON A}ID MARY J. HILTCIN
(ASTO PARCEL F) fi) THE PUBLIC IRUSTEE OF GARflELD COUNTY FORTHE T.ISE OF
MEGASTAR FNANCIAL CORP. TO SECI.'RE THE ST,JM OF 3336.000.M, AI{D AI{Y OTHER
AMOTJNIS PAYABLB I.'NDER THE TERII,IS TIIBREOF, RECORDED MARCH ffi, 2006, IN Bq)K
tm xr PAGBE{9.
22. THE FOLII)IiTING EKCEPTIONS ARE SPECIFIC TO PARCEL A, C, D, E AI{D F.
2g. RIGIIT OF PROPRIEMR OF A VEIN OR U)DE TO EKTRACT AI{D REMOVE HXS ORE
TIIEREFROMSHOULD TTIESAIT.TE BE FOT'NDTO PENBTRATE ORINISRSECTTTIB PRBMISES
AS RESER\IED IN TJMTED STATES PATENT RECORDED MARCH 15. IE98, IN Bfi)K T2 AT
Exhibitt3 PaoB tl
ALTA COMMITMENT
Schedule B-2
(ErGGpdN)OurOrdcrNo. GWz488tI-z
Ttc po[cy or FDllcfos to bc bsrcd nlll contah crccptlms to the foltowlng uhls th sem ercdkpoecd
of to thc rattfrcdm of fu Corymy:
PAGE {8T, RECORDED OCTOBER 27,I$,,?IN Bfi}K 56 AT PAGE {64, RECORDED
OCTOBER 2, T${ IN B@K 73 AT PAGE 225, AND RECORDED APRIL IO, I92{ IN
BOOK?SATPAGE IEO
2I. RIGIIT OF WAY FOR, DITCHES OR CANAIS COIISTRUC'TED BY THE AUIIIORIIY OF THE
T'NITED STATES AS RESERVED IN TJMTED STATES PATENT RECORDED MARCH 15, 1898,
IN Bfi)K 12 AT PAGE 48I, RECORDED OCTOBER U,IWz IN BOOK 56 AT PAGE {04,
RECORDBD OCTOBER 2, Igd{ IN BOOK 73 AT PAGE 225. RECORDED APRIL 16, I92I
IN B(x)K 73 AT PAGE IflI AI\TD RECORDED APRIL 16, I92{ IN Bq)K IT2 AT PAGE 578
25. AIJ. COAL RESER\IED BY TIIB UNITED STATES OR TO PERSONS AUTTIORIZED BY IT. TIIE
RIGIITTO PROSPECTFOR" MINE AND RBMOVE COAL INOMTIIE SAMET.'RON COMPLIANCE
WITII TIIE CONDmONS OF AND SLTBJECT TO TIIE LIITIITATIONS OF TIIB ACT OFruNE
22, tgt0 (36 STAT. 583) AS RESERVED IN PATENT REOORDED ApRrL 16, 1924 rN
BOOK 1I2 AT PAGE 578.
26. (ITEM INTENTTONALLY DEI*BTED)
U. I'NDIVIDED ONE HALF INTEREST IN ALL OIL, GAS AND OTTIER MINERAIS RBSER\MD BY
T}IE FEDERAL I.AND BANK OF WICTIITA IN DEBD RECORDED OCfi)BER M, I9{3IN BOOK
2M AT PAGE {63, AND ANY AND ALL ASSIGNMENIS TTIEREOF OR INTERESTS'IIIEREIN.
28. RESTRTCTIVB COVENAIVTS, WItrCH DO NCTT CONTAIN A FORFETTURE OR REVERIER
CI.^AUSE, BT'T OMITTNG ANY COVENANTS OR RESTRICTIONS, IF AI{Y, BASED UFON
RACE, COLOR, RELIGION, SEK, SEXUAL ORIENTATION, FAMIIIAL STATUS, MARITAT
STATUS, DISABIIJTY, HANDICAP, NATIONAL OnIGIN, ANCBSIRY, OR SOURCE OF
INCOME. AS SET FORTTI IN APPLICABLE STATE OR FBDERAL I-AWS, EXCEPT TO THE
EXTENT THAT SAID COVENANT OR RESTRICTION XS PERMITTED BY APPLICABLE I-AW,
AS COI{TAINED IN INSIRT'MENT RECORDED NOVEMBER OI, 1974, IN B(x)K 466 AT PAGE
2S.
29. EASEMENTS ArilD RIGIITS OP WAY FOR THE HLJDSON AI{D St LLryAll DITCH AS DISCLOSED
BY INSTRI.'MENT NECORDEDJANUARY 30, I88E AS RECEPrION NO. 620I AITD RECORDED
SEPTEUIBER 8, 1888IN Bff)K 19 AT PAGE 204.
:IO. EASEMENTS AIVD RIGIIIS OF WAY FOR THE MOORE DITCH, READ AND HI'DEON DTTCH AS
DISCLOSED IN INSTRI.'MENIS RECORDED OCTOBF,R 29, 1886 AS NECEPTION NO. 3253,
RECORDED JANUARY 30, T888 AS RECEPTION NO. 620I AND RECORDED DECEII'BER 29,
E rhibit {3 Page {2
A
Itc po[cy or pondct to bc lsnred nl[ oonteh
of to tic satkfecdo of &c Company:
IE87 TN B(x)K T4 AT PAGE 298.
31.EASEMBI{TS ATID RIG}ITS OF 1TIAY FOR ROAI
RECORDED JT'LY 7, IsgO AS RBCEPTION NO.
RECEPTION NO. I751E AIVD BY INSTRI.'MENT
PAGE I2{.
EASEMH{TS A}ID RIGIIIS OF WAY AS GRAN
COU}RADO IN INSTRT'MENT RECORDED FEI
ANY QT'ESNON, DISPUM OR ADVERIiB CI.AI
REST'LT OF ANY CHANGE INTIIE RIVERBEI
NATT'RAL CAUSES, OR ALTERATION TTMOU
TIIE CBNTER TIIREAD, BANK, CHANNEL OR.
RMR LYING WITIIN SLJBJBCT LAND; Al,[D I
SUCH CBI{IER THREAD, BED, BANK OR CHA
OR MARXER FOR PT,RPOSES OF DES'CRIBING
TERIIS, CONDITIONS AI{D PROVISIONS OF G
NBCORDBD OCTOBER 17, I9gO IN Bfi)K 906 A
TERI,XS. COI{DITIONS AND PROVISIONS OF G
RECORDED APRIL (ts. I9O7IN Bq)K TOI{ AT ]
THB EPFBCTOFTTIB BIGTITS OF OTTIERS IN
TTIETTIREAD OF TTIE MEANDER LINB OFIII
NORIIIERLY OF THE SOUM{ BANK OF TTIE'I
EASEMBIVTS, RIG}IIS OF WAY AND OTTIER It
SUqIECT PROPERTY RECORDED SEPTEMBEX
THE AITIEI{DED PI..ATRECORDED @TOBER I
IBRIilS, COITIDITIONS, AND PROVISIONS OFS
INSTRT'MENT RECORDED SEPIEMBER OS. 19
33.
3{.
:t5.
36.
37.
38.
39. RESTRICTIT'E OOVENAI\ITS, WHICH
LTA C OMMITMENT
Schedule &2
(Erccpdou)Our Ordcr Ne. GltZ{EEa7-z
crccpth to thc folMgrnhs thc rem llc &Gd
,YFOR ROADE AS SHOIIIN IN ROADVIEIIVER'S REPOKIS
IPTION NO. TUi6?' RECORDED JULY 25' I89{ AS
ISIRI.'MENT RBCORDED IULY 2{. I89{ IN B(x)K:}B AT
yAS GRANTEDTO PT BLIC SERVICE COMPAI,TYOF
}ORDED FEBRUARY 13, IS? IN BOOK:}82 AT PAGB T8?.
VERIiB CI.AIII,SASTO A}'[YLOSS OR GAIN OFI.AIIIDAS A
l RIVER BED IOCATION BY NATT'RAL OR OTHERTHAN
ION TIIROUGH AIIIY CAITSE, NATT RAL OR t NNATI RAL, OF
IANNEL OR.FII)lil OFWATERS INIIIE COLORADO RIVER
,AND; AI.ID AI{Y QUESTION AS TO THE LOCAIION OF
NK OR CHANNEL AS A IAGAL DESCRIP1ION MONT,JMEI{T
)ES'CRIBING OR I.IrcATING SUBIECT LAIVDS.
ISIONS OF GARFIEI.D COI,'Nfi RESOLUTION NO. SGTO
Bfi)K 906 AT PAGE 065.
TSIONS OF GARFIELD COUNTY RESOLUTION NO. 97.20
OK TOI{ AT PAGE 808.
OTIIERS IN AIIDTOTIIE IANDS LYING SOIITIIENLYOF
LINB OFITIE COLORADO RTT/ER AIVDTHE I.ANDS LYING
{K OF TTIE THREAD OF TIIE MEANDER LIIVB.
\ID OTTIERMATTERSASSET FORTH ONTIIB PI^ATOF
SEPTEMBER 9. 1997 AS RECEPTION NO. 5T$$. AND
, @TOBER 24, 200s L,NDER RECEPTION NO. 63s203.
TISIONS OFSI'BDIVIDER'S AGREBMBNTAS CONTNNED IN
MBER Og, 1997, IN BOOK IO32 AT PAGE 948.
]H DO NOT CONTAINA FONFBITT.'RE ORREVERTER
E fiiHtlS PsgP t3
ALTA COMMITMENT
Schedule B-2
(kc.pdms)0u O'rdcr No. GW2{8827-2
!t pof"y* po[ckt to bc bsud rryl[ mteh GlcGpSm! to ttc foltorlngprhcs thc s.mc.rl dkpoccd
of to thc ntldacdon of thc C,mpuy:
CLAUSE, BUT OMITTING AI{Y COVENANT OR RESTnICTION BASED ON RACE, COLOR,
RELIGION, SEX, HANDrcAP, FAI{IIIAL STATT'S OR NATTONAL ORIGIN T'NLESS AND
oNLY TO lIlE HflENT THAT SAID COVENANT (A) IS EXEMPT ITNDER CHAPTER'42.
sEcTroN 3607 OFTIIE T NITED STATES CODE OR (B) RELATESTOHANDICAP BUT DOES
NOT DISCruMINATE AGAINST HANDICAPPED PERSONS, AS CONTAIMD IN INSTRT'MENT
RECORDED SEPIEMBER 09, 1997, IN B(x)K IO32 AT PAGE SO3.
IO. IERMS, CONDITIONS AND PROVXSIOIIS OF DEED TO TIIE RAPIDS ON COIORADO
HOMEOWNERS ASSOCIAIION RECORDED SEPTEMBER M, T997IN BOOK 1032 AT PAGE
9Gl.
41. EASEMENTS AI{D RIGIITS OF WAY AS CONTAINED IN INSTRLTMENT RBCORDED SEPTBITTBER
g. I9O7IN BOOK IO33 AT PAGE 8.
12. ITRIII.S, CONDITIONS AIID PROVISIONS OF WEST DIVIDE WATER CONSERVANCY DXSTRICT
MEMORANDT,M OF WATER ALIJOTMENT COIVTRACT RECORDBD APRIL 28, lg08IN Bq)K
IOO4 AT PAGE 699.
{3. lTRrrS, CONDITIONS AND PROVISIONS OF MEIVIORANDT M OF AGREEITIENT RECORDED
DECEMBER 04. 2OOr IN BOOK rlm8 AT PAGE 55{.
U. TERII'S, CONDITIONS AITID PROVXSIONS OF GRANT OF EASEMENT RBCORDED DBCBMBER 04,
2001 IN BOOK l3m AT PAGE 560 AND QrrIT Cr.ArM DEED ASS@IATED WrTH GRANT Op
EASEMBNT RECORDBD DECEMBER4, 2001 IN BOOK r30B AT PAGE 564..
4s. GrEM TNTENTIONALLY DELETED)
{0. EIEM INTENTIONALLY DELETED)
1?. TIIE FOLII)WINC EXCEPfiONS ARE SPECIFIC TO PARCEL B A}ID G.
{8. RIGIIT OF PECPRIETOR OF A VEIN OR U)DE TO EXTRACT AND REMOVE HXS ORE
THEREFROM SHOT,LD TIIE SAME BE POI.,ND To PEI\MTRATE ORINIERSECTTIIE PREMISES
AS RESERVED IN UNITED STATES PATENT RECORDED MARCH IO, 1898, IN BOOK 12 AT
PAGE {8I AND IN BOOK 73 AT PAGE 225.
E dibit 13 PagP t4
ALTA COMMITMENT
Schedule B2
(ErcGpdG)OurOrdcrNo. G$lzlEfffI-z
ThG po0cy cpelHcrtobc ksd wfi conteUrerptlm O tho foltorlrymlccs fhcrer ert @cd
of !o 6G rettftcthn ef tho Cmpuy:
43. RIGIIT OF WAY FORDITCHES OR CAi,IAIS CONSTRUCTED BYTHE AUTHORITY OF TIIE
T'NII3D STATES AS RESERVED IN TJNIIED STATES PATENT RECORDED MARCH IO, IE98,
IN Bfi)K I2 AT PAGE I8I AI{D IN BOOK ?3 AT PAGE 225.
50. RIGTNS OF WAY AT{D ESEMENIS F|OR COT'NTY ROADS AS CONSTRUCTED AND IN PT.ACB
5I. RIGIIT OF WAY FOR TIIE OONTTNUOI,'S FLOUI OF GARFIELD CNEEK
52. ANy Qt ESTION, DXSPUTE OR ADVERSE CI^AIrr,lS AS TO AI{Y LOSS OR GAIN OF IAND AS
A RESI.'LT OF ANY CHANGE IN TIIE RIVER BBD TOCATION BY NATT,RAL OR OMIER THAN
NATI'RAL CAUSES, OR ALTERATION TIIROUGH ANY CAT'SE, NATTJRAL OR T'NNATTJRAL, OF
IIIE CENISR. THREAD, BAI{K, CHANNEL OR FI,()W OF WATERS IN THB GARFIEID CREEI(
LYING WITIIIN SUBTECT LAND; AND ANY Qt ESTION AS TO TIIE LOCATION OF SUCH
CENTER THREAD. BED. BAI{K OR CHANNEL AS A LEGAL DESCRIPTION MONI'MBT{T OR
MARKER F1OR PT'R}6ES OF DESCnIBING OR I.oCATING SUBJBCT I.ANDS.
53. RIGITT OF WAY AI{D EASEMENT FIOR THB REYNOLDS-FORTER DTTCH RECORDED AS
RECEPTION NO. 27&i0, TIIE IIt DSTON AI,ID SIJIIMN DITCH RECORIIED JAI{UARY 3lr,
1889 AS RECEPTION NO. 620I AI$D RECONDED SEPIBMBER t. T888IN Bfi)K T9 AT
PAGE zfi, TIIE MOORE DTTCH. READ AND HI.II}SON DMCH RECORDED OCTOBER 29. IE86
AS nECEPITON NO. 3253, RECORDBD JANUARY 30, l88E AS RBCEPTION NO. 620r AI{D
RECORDED DECEMBER 2S, 1887 IN BOOK T4 AT PAGB 298.
54. RIGIIT OF WAY TO PT'BLIC SERVICE COMPAIIY OF COLORADO REOORDED IN Bil)K 384 AT
PAGE I87
55. ITNDVIDBD ONE HALP INTEREST IN ALL OIL, GAS AI'ID OTIIER MINERAIS RESERVED BY
T}IE FEDERAL T.AND BANK OF WICHITA IN DEED RECORDED OCTOBER 30, T9$ IN BOOK
208 AT PAGE {SiI. ANY AND AII ASSIGNMENTS TIIEREOF OR INTERESIS TTIEREIN.
56. OIEM II{TEITITIONAILY DEIJTED)
57. IBRII,IS, OONDIIIONS AND PROVISIONS OF BOT'NDARY LINE AFFIDAVIT REOONT:ED
SEPTEMBER09, IgO? IN BOOK TO:}:I AT PAGE T.
Erfiibitl3 PagP 15
ALTA COMMITMENT
Schedule 8,.2
(Eepdm) Our Ordcr No. GWZ46[flT-?
lltc po[cy or polHcr to bG lsud uiltl cua.h cropptlms to thc fotlmhg mtcis ttc renc erc@occd
of to 6G seekhctbn dthc Conpen5n
58. TERIIIS, CONDmONS AND PROVTSIONS OF MEMORANDUM OF AGREEMENT (SERVICE
AGREEMEMT) RECORDED DECEMBER Ot, z0/Lt rN BOOK r:m8 AT pAcE 55t.
59. TERII'S, CONDIIIONS AND PROVI$ONS OF GRANT OF BASEMENT RBCORDED DECEMBER 04,
2OOI IN BOOK T:MB AT PAGE 560.
60. (ITEM INTENTTONATJY DETETED)
E fiibit 13 Page 1€
IJ\ND TITLE GUARANTEE COMPAI,IY.nd MERIDIAN LI\ND TfILE, IIC
DISCLOST'RE STATEMENTS
Nce: Pursuail to CRS lHll-122, nodce b hereby gim fut:
A) Tte subJd red pcopcrty ney bc located h a speclal trdry dstH.
B) A Ccrdffcate of Taxes IIre [sdtrg eaO tatnsJurldctu may be ob0rhed frm the Cooty
Truumr's allu|zed agent.
C) Ite hfoemadm rqpdtg Acchl dsfiks and &e burndarlee of strcL dlshttts mry bc oDtdncd ftm
tlc Bo.trd of Cmnty Cmmbsloms, the County Ch*.nd Rccorder, c &e County Asscssc.
No0e: Effec0vc Scgmufcr l, 1997, CRS :10-fG4{r0 requhes that all documeons rccelvcd ftr rccordhg u
h fte ctert md reufu's offioe shll cm0rlln a top mrgln of rt hast one lnch and r hft, rtgh ild bom
Dsrghof .thostmehalf of anlmh. Thclertmdrcmrdermayrefrrsetorecordorfileuydocumedl
docs-nm coofum, cxcets 6at, thc reqficn€nt fa the bp margh shall od aPply to &rrtncffi tdtrg foft
m whlch rpooe ls Forrldd fu mcodhg on fflhg lnfmmatlon at tc top mergln of 6e documcU.
No0e Cohra& DMdoo of Insrame nerUUm $5-1, Phrqnph C of Ardcle VII requh,es thd "Evrl
fltb cotrty shll te rccpodbn for rll mtters wtlch rppear of rccord Flm to 6G Omc of tccuflng
whenenrcr &e UthendrydrcB the clmlngild ls rcspoasbb fm reoordlng r fi[ry of lqal
doolms rcsrldtrg fum &e eamdm rvldch was cloced'. hovilcd fiar Lmd Ttlle Gmdec
Cqanycmducts th clodry of thetuircd emsacdm rlrd fs respodbb ftrrccordtrytile
legd do@ts hom frc o?trsaodm, exccpdoo umbcr 5 wlll trd appcu m Se Owncr's Tilk
Ponsy and the Lcodcrs Pollcy wtcn brued.
Note: Afirodve mechanlc's ttco protectm fur fu Oqmer my be evallable (E plcally by ffim
of Excepdon m. I of Schedub B, Scc0oo 2 of the Comnthent from fre Owffi's pollcy b be
brud) qon mplUncc wtlh ltc blloudng'mdldm:
A) Uc hd dcccrlbcd h Schcdule A of frB cmlnllM mst be a shgh fanlty rceldence tdilch
hchdcs r coodmhlum c totrmftouse mlt.
B) No lebr c naterlels t vc bee[ frrafchcd by mham or materbfmen for prpces of
coffiucthu on tts hod dcscrlbcd h Sc.hoduh A of dds Cmmlhcd wltrln &c pd 6 nmlhc.
C) Ttc Cmpeny unstrectilve enappmprh[e.mdevtt tndcnnryng the Comparyagddrrfhd
mechank's rnd matcrhl-m's llcs.
D) Thc Cmpeny mst reelvr pymeut of the approprtale prcmtum.
B) If therc hs beco msfrtfu. lnprwm6 or D.J6 repalrs undem*cn on thc propcrty to bc Dorch
wlddn stx moffi6 prlr to thc lhte of 0ro Cmmltment, 6e rcquheorents to oblaln cwcmgc
fr runcoordcd nffi will lmlude: dbchglrc of certaln co lluclloo ffcmadon; finrndel hfrrmadon
I b ftc scllcr, the Mld€r ald o thc cmtsactor; pe]rmoot of the approprtate pr€lnlun futry
eNecubd naemntty ngr@tr edsfactory to thc cmFny, end, my addltlooal reqecomts
ae ruey bc nccccsary after an cmmlnedon of me afrrcsatd lnfomadon ty tte Connpely.
No covcrrye wtll bc gtm rmda anycfucumsbnoes fr labor m ma0erlal fu wttc[ frc hsrcd
h aorilrrccd fr crgrced b poy.
Notq tumrd to CRS l0-ll-123, trodce b hereby gtm:
The nodcs rpplhs to mtr€r's polty cmmttmens contrlnilng a mlneral ssveranoe lrtnmool
e[ce?doo. or crf,cpdots. ln Sctedule B, Secfu 2.
A) Tbt ftcre b reoorded eylfuce that a mlnerel estrte has bcen sevcred, hascil a othenrbe
@onsyd ftom ftc aurftos eshte ard thel ltcre ls r subshdhl [tellhood that a t]drd perty
tol& some r all hterest tn oll, gas, other mlnerals, m geottcrm.l coeq5/ ln dte prqpcrty; aod
B) Ttc such ntu€al eetrlc mey lmhde thc rlghl to enter and rse tre property wlthom me
suhce ffiffi's petmtstm.
Nothltrg hcreh ffihd wltl be deemcd to obltgatc th company to Fon[e rny of frc cotGregoi
rcfcmcd b hcreh mlcis thc aborc cmd0hrs ere futly sadeficd.
frfil rrrscxNxB wliu@,
ngaOHng
bomm
Dedlt t
r forrc
pomhrGd
EfitHt 13 PagP t7
r-AND T'LE GUARAMTd'#II^H,:' B[SXttr^HffiTL, LAND TTTLE
INST'RANCE CORPORAfiON AND OLD REPT,'BIC NATIONAL TTTI,E INST.'RANCE
COMPANY
Thb Stat€rrrent b provlded to Jror I r cut(mer of Lild Tltle Guaranbe Comprny ald M€rldan bd Tttle,
LLC, ra agcob frr Land TltlB Imrance Corporadm atrd OH Repub[c Natloml ittte tmmce Cmrpuy.
Wo wut lott to tnorv ihat_rre rcqnUe and rcspc.t )our prft,acy erpcctndorc ald frc r€$drcncr6 of fcdffrl
end state Ftlty hrvs. tdormation qf*t_ry b one of ur hlghe$ prlorffi€s. We rccogolzcttat rnelntrtntngSour
ttst md ou0donce ls the be&ock of or hslness. We mffiln am rqnlrrty rwUr mcm.l ard Gdernsl-
safquerds aSalDst umulMzal access to m-prbltc persoml lnfornration ('Personal loformdu').
In &e oorsc of ur hahs, re may cothct Personal Irforuadon aborl ym ft,om:* rppllcathrc m ottm fum wc rrcehrc from;ou, lnch.ltng communfudm reot Sroogb T1g( un
web-basd tsansacdon memgernent s!6tcm;* yom ts macdom wlth. or ft,om the scrvfces bcfrtg perford by, us, otn affillahe, m otrers;* e @nsum r€Potr&g ag€oqy, lf rucb hfqma0on ts pnovtdcd to ns h conmccthn wltt yun balsatrn;udI 6e_pobtk rccor& mfntrlned by gor,cmmmtrl msk ttat we eflk obtain dhccfly frolr 0lmc Go0dcs,r from mafrIhtes ad nol-affilhtes.
$n noU* rryrrdhg the protecdoo of he confidenrrfiU rnd seonlty of yon Persoml hformaton are asfolhrs:
' we resblct acctss to dt Pcrsooal loformeton abompu !o thme f,fto trocdb tmw trat
hforma0on h order b provlde Foducs ad servfoeiOyur.I We mrtrbln PhJrskal, electoolc and procedurat sefegul* ttat comply rvtth federal shnrhrds to
protcct],ott Persmal Infrmatbn hom tnenrhortzrd aosgs (E hfusb1.* Euptoyees who dolatc on stsH pollcles and procefirrcs rqerdtry prtt acy arc $rb&ct b dbclptlmry
acdon.r W-e rqddy access secrrfty stil&rds and pnocedurcs to Fdcct agdrt rmeuthmlzql access to perwl
Infumefun.
l,llB IX) NO|t DtrtcLoSBANY PERSONAL INFORMATIONASOIITYOUTf,TTII AlIYotitE FOR
ANY PT'RFOSE THAT XS NOTPERMITIED BY LAW.
ggrylstqnt !ffi applhabte pdtracy laws, thmc are rrnlre dtuadons tn wtrtct Personal Infrmatbn mey be
dlsclced- Wc mey dlsclme yorn Pcrsomt trfmmthm nten yon &ect r glve us perulsslon; whm-we ue*!q4bJrhwtodoso, furemmple, lf wearescrvedasubpocoa; orurtmrre Gpectfrarduldorcrhlml actMths. We abo may dlsc[oce yun Pcrcmal nformm when ottersbe pcrmftcd by epplfuable
prtvacy hrvs such r, for cnmple, wh dsclocure ts rceded b coforce un rlgfts artshg oot oiaiy agrccmogt,
faomcdon or mhdonshlp ntth you.
thrpoltcy_rcgadlry dbprte resduflon ls u hllows- Any conuoversy m chlm uldry mt of mrdatiryb orp*racy poltcy, or lhe hrca.t ftcrcof, shall be setthd Uy i*rmmn U
"ooo"Oeuc"
wfe lh ruhs of 6e Anerlcan
Artlnadon Assm'ladoNt, atrdJudgmenl upm the armrd rcodered by the arttnator(s) nay be otered ln any court
havlryFdsdcdotr ltereof.
tbm EAIV.Ur.ef
ExltiHt {3 Page tt
EXHIBIT 1
Rapids Public Water System
i. State of Golorado - Water Quality Control Division -
Assigned PWSID No. GO 0{23668
ii. State of Colorado - Water Quality Gontrol Division -
Approved Design of Water System
iii. Letter-Peter E. Belau to Public Health Engineer, State of
Golorado - Gertifies that Water System was built as approved
by the Water Quatity Controt Division.
1. Wright Water Engineers - Water Supply Analysis - 121
Units - Rapids on the Golorado PUD
2. Gontract between West Divide Water Gonservancy District
and to provide Rapids with 1.0 AF of water.
3. Rapids Well Permits and Pump Tesb
4. Water Augmentation Plan Gase W4262 Approved By
District Court Water Division 5.
5. Water Righb - Continued Ditch lrrigation and Potable
Water Divercions.
6. Application To Amend Gontract With West Divide Water
Gonseruancy District to provide Rapids with 2.0 AF of water.
EXHIBIT {
Exhibit {4 Page 2
Gene Hilton
From:
Sent:
To:
Cc:
Subfect:
Peter and Janna Belau [pjbelau@earthlink.netl
Tuesday, August 15, 2006 4:55 PM
Chris Hale
gene hilton
FW: Rapids on the Colorado SuMMsion
lnv_NorAprll
2fi)6.doc
Pet,er Belau
> [Original Message]) From: ERICA Kannely <elkannel0smtpgate.dphe.state.co.us>
> To: <pjbelauOearthlink.net)
> Date z 8/L5/2006 tl :23: 19 PM
> Subject: Rapids on the Colorado Subdivision
> The PWSID* assigned to the Rapids on the Colorado Subdivision is
> coo123668.
> Please complete the attached inventory form so that I can update our
> system.
> Sincerely,
> Erica Kannely
> Water Qual-lty Control Divislon
> COLORADO DEPARTMENT OT HEALTH E ENVIRONMENT
> phone: (303) 692-3543> Fax: (303) 758-1.398
http: / /www . cdphe. state. co. us/wglDrinking_Water/Drinking_$later_Program_Home. h
tm
N:iCFIYED JAN 2 O 1997
STATE CFCOLOIUDC
RoyRoncr. Gcvomor .
Prul Slnmydcr, &ccrdvc Olrcaor
Cxdc ut 9 pouah3 nd lngwlry thc hedll ud cnvloruacnt ol rhc 6ople ol Cofondo
{3 .lC 6cay Occl Dr. S. Lrbontory I ultdln a
Dcrwcr. Coloado 8orat.lrSo t2l0 E. r i6lvcn-uc
Phonr OCrl592.2@0 Dcrwcr, Colondo 6022o,r7t6
oor) ail{ioo - rt
,ranuary 9, LggZ
Peter Belau, p.E.
Enartech, Inc.
302 Elghth Street, Sulte 325
GlEnwood Sprlngs, CO 81602 ,
RE: eppioval for l{ew ltater SupplyRaplds on the Colorado Subdlvlslon
PWSfD, (!Io be asslgned)carf,teld countv
GlondoDcostmcnr
of l\b[cAczlth
urdEavimnmor
(__
Dear Peter:
r have recelved the nltrite resampre resurts for t{errs fl and #2trorq the Grand Junctlon LaboratoriLs. These results are below the
MCIJ tor nltrlte. r have arso nogea ln your i.iter dated,.ranuaiy z,199]r 'that Raptds werr 14 ls now known as Raplds t{etr #2. the:twowells not uEed tor thls subdlvision will 'be'rLcorded as Raplds I{eII' t+ and Raplds IfeLI'f2. r have also noted fron you lettei'.itrit trreDlchloronethane f,ound ln the composlte sanple wis also found ln theTrlp Blank, and therefore was n6t tron thl raw water sourcel. Theptar]s fpr thls sater suppry no!, meet alr state Design crlteria..
.. The deslgn and construction speciflcatlons for thls water supplyhave now been revLeued In aciordance with ertlcre 2.1.t of-ir}re'. cororado Priraary Drlnking l{ater Reguratlons, and are hereby'approved
Any change otrders and addenduns'nust be subroltted to this offlcefor approval.
ll}ten this systero ls vlthln 60 days of conpretion, thls office nustbe contacted by the proJect englneer. A representatlve of thisDepartinent rnay echedure i slte vtstt bdf,orE ihe system ts But inger9lce.
upovl .congletton. of cnnstnu.etlon, a wrltten certir'lcatlon fraa vour
!ng*!9!rlng f,hm.rnust be'subrnltted to thls off lce statlng thai ttrefaclllty rraE bullt as approved by this offlce.
Approval of thls prgJect, ls based only on englneerlng design andthe faclr_lty's ablrt€y to'provide safe potabr6 lraterr-neetlig the'' cororado Prlnary Drlnklng l{ater negulations. Approvar sha}r in noway lnfluence local planirlng decisions.. .
Slncerely ,
Qwafux
C. O. rBud, l{ahnPublla Health Englne'er
PrtnktnE l{ater Progran
IIATER QUAI,ITY CONTROIJ DIVISION
co!.rs Jb/cENcoR4-
cc3 Garlleld'County Health Departnent
Dwaln l{atson, Dlstrlct, Englneer' Dll Monltor/Flle, Erlca Kannely
C
August 7,2006
Public Health F-ngngef,
PtinkingVater Ptogram
Water Q*lity Coauol Divisioo
Colotado Dcpt of hrblic Health
4300 Chery Cseek Ddve South
Deovet, CO 802461530
SLIBJECT: RAPIDS ON THE COLORADO SIJBDwT$ON, GARFIELD COUNTY
Dear Public Health Etngineer;
The dcsign aod consttuction spcciEcations for the water supply system rcfereaced above urere.
approved by the Watcr Q"dity Conuol Division oa Jaouary 9,1997. A PWSID number was not
assigned at that time. I was the desiSro eogineer for this weter system and I was also the eogineer that
inspected the construction of the \pater supply facilities in 1997. I hereby certi$ that the water
supply facilities for the Rapids on the Colotado Subdi'rision in Gaddd Cotrnty srere built as
approved by the Water Qgaity Control Division. Please assb a PWSID number fot this qfst@.
Sincccly,
PeterBdatr, P.E.
cc Chds llalg Mouoain Qlsss F.ngrneeting
Gcoe Hihon
IOSI CLOUD CAP AVBNUE
PAGOSA SPRINGS. CO Er147
9?0-946-t595
lEl .
G&ru,@aSptng[ @fr8lill?
pTol 9r$7755 rE-
l97ol 9{992rO F,!(
13031 8rlr608 o€nryER qREcr lJrE
S€ptembcr4, m3
RcviscdApril7,?M
Vtsltrst CXssclfistl
Mr. @rpR. Hilon
P.OBox 1274
Lirbton, @ 80f20
Rc: FopidsontheOoloradoWatcrSupplyAnalysis
DearMr.Ifilonr
Wright Wst€r fnghccrs, Inc. (WWE) has cstimtcd 0rc watcr supply requirururts br thc rpviscd
Plsnncd Unit Dcvebpm (PIrD) rczoniqg of ttn gapids on thc Colorado Developrrnr in Garfrcld
County, Colorado. fito dottbpmnt is onreruly plannedto havc t2t residcntial units and 42 wa
of irigatcd land, including opcn spaoo a4! landscape anrnitics asmciated with Oro rcsidcntial units
The potabb irrhouso watcr $pply fu thc rusiOeruiA units wi[ bc provi@ &rom tno orsito rvclls
ttrough a ccrtral'di3trihtio.n s]rstcln .WWB undcestands ttrat rp inigEtbn watcr will bc povidod
by the acnfind potabb watih clmcru 'All hrtgdon iri ttb Pt D wl[ bc by a scpararc rnrrpotaOtc
slstcmthat divcrts watcr ftomfficH Cteck tluougf thc historic lvloqcDitctL
lhc Ifilon Augrcntqtioo Pla& docr€od in WatcrCoua &soNo W-3?,62, csrabtishca ttE cdtcril
for dacrmining tho watcr dsnands bascd on rcsidcotiat units. Rcsidelrdat wastsrratcr wi|l bG
olloctcd ard teated by mans of a mtral wgtowater trcatrrcnt s)6tcm
Tabb I prcscds tho watcrrcquircrrrtr 8rd stream @l*ions br &c Pt D. The calculat-bns arc
basdon critcriadefincd inCasoNo. W-3262; qecifically .'
o Avcrago oeupancy of 35 pcrsons pcr unt (!Ea{ormd}
o Arrragodclivcryof lfi)galbnspcrdaypcpcrson, ad
r Arrpoaga sucam @labn of dctirreecd irr,ttous wat€r ttated though a ocntral wastcwatcr
tttstrrpnt sptcm of 3 pcrwtt ftir assuriEs a rorlagoon wa$owarcr tturtreil s]4sern
Anilrd potabbdiwrsbmatfutl buiEoutwitlcqual4T.4so-fp* (ltF), ardannrut@tetions wiilb LqZ AF. Tho cxi*ing nro wclls uc capabb of purping thc futl arDuil of water rcquircd for
&rcsicusefuthcpeojoca ThonaximrmpturyingratofromthoudlElpcmisctpoctcdobc
about lfi) gprl which cxceeds miirinium &rnande
Bccausc of thcir junior pioffes, &c &pHions resuting ftrom the dornstic use of watcr purrycd
&om tho wc[s will nccd to bc rcplaoed to thc GarficH Clcck/Cobrado Rirm e]rtour Oring O!
oErt/8t30Br.rgllrro DUnAN@ ItZr, 25$7+t t anocn-F(,3rrBr50o
E dtibit t4 Fage 3
Mr. Gene R Hilton
April7,2006
Page2
inigationseasoru WebclicvcthisrrccdcanbcrEtttmughthcoperationofthcaugrrrmtationplsn
dcceed in Case No. W-3262 by pcrnrancntly rkying up to 1..0 uc of inigatcd land lying undcr thc
lvIooreDirch"
It is our un&irstanding that thc srmunt of land that will bo witMrawn frrom inigation as a rcsult of
the onstnrction of sucas and tho dwelling units i8 cxpocted to bo grcatcr than l0 acrps, which is
sigrifrcantly nprc than wtrat is rcquirod 3o augrrErtr thc inigation $aion donpstic usc dcpletions
The dcoce rmgnizcs that ttEr! is rp sonior dernand br watcr ftrom thc Garfield Qrock during the
rnrrirrigation scason, so thcrc is no requircnrnt to ro?lacc thc PUD's dcplctbns during that scason
to thu sJBtcnL NcittEr i8 ttrcrE cuncntly any norriniguion scason senbr call from the Cobrado
River that would call out tho PUD's junior wcll rights. Ncverthctess, should such a cdl matcrislize.
provision has been rnado though a @ntract with thc West Dividc Conscrvancy District to &livcr
up !o I AF of gorcd watcr !o the Cobrado River.
It is our opinion thu thc proposod Rapids on tlp Cobrado PUD, as described in this latcr, has an
aacquar fnysical ard tcsal uratcr suppty to nrcct its full btritd out watcr dcmands
Pbasc do not hcsitstc.to call if you havc any qusions.
Vcrynily purs,
WRIGIIT WATER, E}.IGINEER,S, INC.
,, VtL'tt' { Z*.1
Williarnl IrrahP.E"
ScniorConErltant
Atteturr;nr
JackRoss,Bq., Dufford & Brown, PC
c\sunvT,mt{linoffrxoTC usA n8v&
RPtlO.tA.l.Sc l[.sraotuAml Oooph.rloc 72
E Gibit t4 pago 4
TABLE 1
Raplds on the Colorado - 121 PUD
ln-House Water Diverslons and Deplefions
(1)
(2t
(3)
l4t
121 EQR at 350 gpd p€r EQR ln AF per monrh
121 EQR at 350 gpd per EQR ln gprn per mcrrh
3 percent ol Cdumn 1 in AF
3 percent ol Column t h gpm'
' Asqmos a nm.lagmn lyastewaler treahnent systqn
Days iionth
Potable Watsr systsrn Deplatlons
AF
(1)
gpm
t2l
AF
(3)
gF'm
(41
I Januarv 4.O29 29.410 o.121 o.882
B 29.410 0.109 o.882
3l 19.410 o.127 0.882
30 29.410 o.117 0.882
31 29.410 0.121 0.88E1
30 29.410 '.717 0.842
31 29.410 .121 0.882
31 29.410 .12'0.882
30 'lember 3.899 .117 o.884
31 Dc[ob6r 4-t29 9.4'tO o.121 o.882
30 Novemb6r 3.899 29.410 o.117 0.882
31 Deernber 4.W9 4).410 o.121 o.882
365 fottl 47.t$ta 1.424
G{r }Ino.r
C\WOFnWWABt.G$OrffitT.Dt I REv WdenWehChlrl.IE"Prpdorlm(
CEErwll
RPt 0.121 J.Sec lllst$Dtv Apl Corpfarcadoc
Elrhibit {4 Page 5
ililill lllt illl! lll illIlIlI il ]ilil lll ill llil m
32{ig1 0d,l2gt!99E e2r03P 8108/t P89o n csDoRFI ot 2 i rr.00 O O.@ GnRFIELD ElUtlTY C0
' Clcrt e.t ntt;u1l:. n:corOlrU trliralllotl
weII EqtutE No.:
b+l
WEST DIVIDB I{ATER CONSERVAT{CI DISTRTCT
UEMORANDUU OP WATER AIJLOTMENT CO}rIR.rcT
DATE: April 22, 1998
ryj.DEEi wesc tlivide l{aEer Conservancy Di scrict
P. O. Box 1{70RLfle, Colorado 81650
Telephone: (970) 625-1887
Pacslmlle: (970) 625-{{48
AOIYI?ACPE&Raplds De\rcIopoenc CorPoration
2102 }leEE Arapaboe Drive
IrlEtl€Eon, C! 801.20
,lesE, Dlvlde naEer conaerivancy Dist,rlcE bas grancad Go ConErBcEce
ubrough llacer AlIoEmenE ConciacE No. 9?r201RDC(al. acBivaEed EheIEE day of Januar)r. 1998, Ehe righE Eo beneficial'ly -aadgerBeuuqlly ue€ waEer or waEer righca oinad, Ieased. or hereafcer
Lcguired by weec Dlvlde t{ager Con8ervancy Disr.rJcE, uPorr Pa:rmenc of,
cerEaiq tees eeE forsh ln che contracE. for ghe folloritrg real
paoperEy tn Garfleld CounEy, SBaC,e ot Colorado:
lhas real groperEy described on -EchiblB l,
actached hCreCo, ind lncorporated.herela try
reference.
Quaoeity of lraBer aIIoEEed ln acre teeE: I
gaid l{acer Allocmenc ConEracE ls EubjecE ic she condicicas tot
obcaining a nell permic Cron che Colorado Divislon oC l{acer
Resources and approval ot au$nenBaEion plan or subsE,ituce supply
pIaD. Ttre bcnefica and obLlgaclon8 conEained tn cne conEracB shall
Lnure co Ehe h€!.rs, aucceagora. and aseigns of Ehe real property
deacribed herein.
Inquiriee ehould be direcEed to:
tlesc Divide l{aE.r Coneeryancy Diacrlcu(see addrege abowe)
Orlyn Bell. Dlvlsion 5 EngineerDivlston of t{aBEr Resource8
50533 U.S. 8ry 6 & 24P. O. Box 395
Gtensood Springs, C! 81602Telephone: (9701 9{5-5665
HaI D. Simpeon, Sctce EnglneerDivieioo of llaEer ReEgurce8
1313 Sherrnan SEreeE, Room 818
Denver, CO 80203
Telephone: (3031 865-3581
IBIS TIBfi'RilDB,T OP IIATBB EITOI''BTT C!![I?AC[ NESBRS TO, EilD TS
su8itBcr 50, T8B tlrnus AnD pRovrgroNs cotmAIrISD nI s,arD IINEEctsDsD
NLTBB N,DOI!{E!IT @lf,8R.Lqf, NSI(:E CPTSTR,ACT UAY NNSI'LT I!! PDIANCINL
OBITIGITfOIIS OtI IlB PAEr OP 1IIB LlIlDOlllIBR. PAILITRB OP TIIB LANDOnNBR
1'O PAY TflB @ITTREC'T OBIJIGATIONS ,I,!AY NSSULT IN I.BGAL ACTTO}. TO
PRS\IBTT FUSISBB, OSB OB TIIB SG'BCT TTBI,I. AND T{BIJtrJ }'ATBR.
IIBSI DIVIDB CONSERVAT{CY DISTRICT
By
I
rll
rftar acco.dln9 ll*,t,|l to $6c oividr nrtr.F cqEGft-qr oktlfo,. p. 0. Eor uro. nlnc. c0 tl6go.r.rn
Edrlbit {4 Page 6
WEST DIVIDE WATER CONSERVANCY DISTRICT
109 WEST FOURTH STREET P. O. BOX 1478. R|FLE, COLORADO 81650-1478
TELEPHONE AND FAX: (970) 62S5461
wdwcd@rifle.net
January 24,20m
The Rapids on the Colorado Homeowners Association
2102 West Arapahoe Drive
Litrleton, co 8012&3008
l,adies and Gentlemeu
Emlosed is yorr approved Applicatiou for Assignment of Oumership ofcontract #971201RDC(b).
I believe you bave a copy ofthe original contract with Rapids Development Corporation lfthis is
not the case, please contact me and I wi[ prqvide you with a copy.
Please read .the contract carefirlly if you have not afteady done so, "but please especialty note
paragaph 2 conceming aailability ofwater. West Divide obtains iti storage wser &om a.nrahber
of sources inohrding fuedi Reservoir and'Green Mountain Reservoir which are Bureau of
Reclamation projects. Federal policy relating to endaogered species, amoqg other environmental
cotrcutr$ prod€s tbat qpplbs fiom these reservoirs may be intemrptible. Moreover, the forces of
natue are ahrays such that no source of water can be guaranteed from year to year. West Divide
continues to oake good-ftith.efforts to obtain alternative loqg-tern zupplies in an effort to make
reliable aad predictable the water supply antic?at* by your contract withus
This water allotmed contract may require you to obtain a well permit fiom the State Eagineeds
office. Once your well is drilled you are required to install a measuring device and submit a meter
reading io West Divide. You will be provided with a special form for t\is purpose upon notification
that your well has been drilled.
Directors: Kelly Couey Samuel8.. Potter William M. Zilm LaVerne Starbuck Robr E)&ibit {4 page 7
The Rapids onthe Colorado Homeowners Association
January 24,2002
PageZ
Non-compliaDce with measuring and reporting requirements are grounds for cancellation of you
waterallotme,nt contract with West Divide. This could result in action bythe State Engineer which
could prwent your firther use ofyour well
Sincerelyyours,
Administrative Assistant
Enclosures
The State Division of Water Resources dassigmem
DivisionNo. 5 Water Resources dassignment
Kerry D. Sudeeq Hydrologist dassignment
P.S. AIso wbsed is tbe forrr 6r change in ownerslrip that the Division 5 U/ater Resources office
requires" Phase rnail it directly to tbe Glenwood Springp address on the baclc
1'
E filblt 1'l Page 8
Clcrt rod Rccordcr Rccording lafomrtiu
W.tcr AllotDcot Coorrr$ fl. 9?l20lRDC(!)
Nrnc of Cortnct Eoldcn RAPIDS DEYEII)PMENTCORPORATION
Rccordil3 hforortloo ofMcrlonoduo Gouoty:
Of lf, etcr itlotncot Coatncr:
Cortrrct f 9t2olRIrCG)
Mrp ID I 2&
D.acAcrlv.acd lnlrt
WEST DII{IDE WATER CONSERVANCY DISTRICT
APPLICATION FIOR ASSIGNMENT OT OWNERSHIP
Drte Nfll4,lrtW
December 20, 2O0f
Neoc rad Addrcca ofArrigtrGc: THE RAPIDS ON TEE COLORADO EOMEOWNERS ASSOCIATION,
lfcr, WCtr Anp.boc llrivc, Unlctoq C0 m120300t
A.oouot of $rtcrAsigncd ia Acrc Fc*! Otr!.{l}
L.Ed dca.riptioo of perccl uhcrr rvclt is lootcd:Rroidr trYcll No. I rnd Rroidr Wcll No. 2 rne locrrcd h rhc
swl/4SWU.Llicclion{.Twp6sourh.R.rE9lWG'tofihc6rbP.M. (More fully described on Exhlblt, A)
Grdtcld RcccotlooNo.ll2ll9l
Bootc 106. Pme 699
Thc udcrlgncd Cootrrct Eolder rod Arsl4cr do hcrcby 3ivc nolicc to eld orL. rpp[crttoo to Wat DhHc Wrtct
Courcrvrocy Dbtrlct fo, ttc r$lgrlmcnt of thc.bocc dcrcrlbcd Wttcr AllotEcot Coltrlct By rlgolry ttL l[trruocrt,
Ars[acc docr bcttby .trGG lo r$uoc md bc bouod by rhc rcror rod coodhho of srid Wrrrr Atbt[G[t Goorrra ud rll
rddcodt rod crLiDltt atcrGiG It It urdcrsaood tDrt Cootrrct Eoldcr tr rtlcercd fron pcrfoturae .rldlr srld cootrrcr to
thc catc[t thrt ruch pcrformaacc ber bccn bercby rrruucd by Asi3ncc.
ASSOCIATION
Mycooalsloa crpJrc*.:
f{ANCY
NOTAtrY
STAIE Of
rci.rot/ltrzos
APPROVEDBY WATER CONSERVANCY .DTSTRICT
Si$rcd abc d.lc fir3t rppcerlog rbova
RAPIDS DEVETI)PMENT COEf bRATION
Arrtocc
Altcr ncordlag rltum to Wc.t Dlvldc Cooscrvroclr Ditricg P. O.8or ra74 Ri[c, C'0 tf65Gf{7t
Exhibit {4 Page g
LEGAL DESGRIPTION
The Raplds of the Colorado
LEGAL DESCRIPTION
A tract of land situated ln the SWl/4 of Section 4 and the SEl/4 of
Sectlon 5, Townshlp 6 South, Hange 91 West of the 6th P.M. described
as follows:
Beglnnlng at the Southwest Corner of sald Sectlon 4; thence N 0o 50' 00"
W (t8.1O leet along the West line of sald Sectl6n 4 and along the
Easterly llne of that parcet of land described ln Boolr 570 at Page 266 ln
the Offlce of the Garfield County Glerk and Recorder;
thence N 75q 43' 18" W 101.89 feet;
thence N 17o 08' 4l' W 115.59 feet;
thence N 53" 47' 08" W 17]7.75' feet to the center of the Colorado Rlver;
thence along the center of said river N 23o 43' 15" E 339.10 feet;
thence N 23" 43' 20" E 3J0.00 leet;
thence N 35o 08' 15" E 419.25 feet;
thence N 42o 56' 13" E 499.62 feet:
thence N 650 Af 47" E 404.40 fedt
thence N 71" 35' 12" E 503.50 feet;
thence N 84o 15' 20' E 284.99 feet;
thence S 81" 33''38" E 244.41 teet;
.thence S 58" 02' 47" E 266.82 feet;
thence S 680 42' 11" E 476.70 feet;
thence departlng the center of sald Colorado Rlver S Oo 29' 34" E 523.50
leet to the Northeast Corner of that parcel descrlbed ln Book 527 at page
743'as Receptlon No.293881; Thence along the boundary of Sald parcel
S 78c 2t 10" W 321.42 teet; thence S 8" 40' 15" E 378.29 teet to a. point
on the Northerly Rlght-Of-Way of County Road No. 335; thence along
sald Rlght-Of-Way S 78o 58' 32' W 207.05 feet;'thence 140.15 feet along
a curve to ttie left, havlng a radltis of 1030.00 feet, a central angl6 of 7o
47' 46"i the chord of which bears S 75o 04' 40' W 140.04 feet; thence S
71" 10' 47".W 396.23 teet; thence 66.20 feet along the arc of a curve to
the left havlng a cEntral angle of 7" 09' 25' and a radius of 530.00 feet;
the chord of whlch bears S 67" 36' 05" W 66.16 feet; thence S 64" 01'
23" W 296.1't feet;.thence departlng sald Rlght-Of-Way S O" 14'42" E'
653.78 feet to a point on the South line of said Sectlon 4; thence S 89o
20'O8"'\tU 13OS.98 feet to the POTNT OF BEGINNING; said described tract
bontalnlng 97.269 acres, more or less.
EXHIBIT A
0e-15-02 0{:?lPM
GW$F. * r
3r'
rRou-olvlslol 0F IAIER RESOTI1.-*.*r 3038662?23
COLOB ) DMSK}H OF WAIER RESOUNC.EL
tl8 Ccfllonnlll EcOr, lSlSShomen 6r" Drnwt, Cotonqo 8&CB
@31B06Ss8l
I-650 p o3l03 r-390
AP PRO\TEpJVELL LoCA'n OU
CANFEIO COTJNTY
SW t/4 S\ar tl+ Scctlon q
TsA 6 S RANGE sl W 6[r P-M.
psrANcEB FFOM SEfiON UNES
731 FL lrom South Seqion LIne
1015 Fr lrom WBst Soction the
APPLICA,TIT
RAPIDS OA'ELOFMENTCORP
aITZ,W AMPA}IOE DR
LITNETON @ 8OT2G
(sc,)7s8.1840
PERMITO IJSE AII EOSIII.IC \I'ELL
U'EII- PEBIIIT NUUBER 049661
DIV. 6 CNTY. A WO lt5 DES. BASIN MO
6nbclv: RAP|o8 oN THE COLORAoO
E}SIJAI.ICE OF THIS PERMT OOES NOT CONFER A WATER RIGHT
gpt{o$or{s oFJAPPFOI/+
t) TnS wo0 shell be us€d'tn s&tcn a urE, as to cause no malerbl hiury !o eristing uder rigms ThE tssuance of tha
Pem[ does nfi a]sura 3ho aptrlicstrt ther no hiury wltl occur to anothof veslBct sater rlgil or pfooude anoorer
Ort ngf of avasteO uraEr dglrt trom sseldng 18[6 n s c{vlt coun acrrorL
A Th€ conirudion ot mls well shafi be n oompfi,anoo wftn ul€ Wger Well Gorrtuction Rules A CCR 40a-a unE€s
aPprgval ol a vaiance has boan granted ry fie $ao Board of Eominers of Watsr Wo[ constnJc{on anct Fump
lngalldon contraaos ln aocodance wirh Sule 16.
9) Approrcd puFiuar rc cRs 37-9s137(2) m mo conclnion rnd lh€ well bB opersred in accorganee with rhe 68ne
FL ifilon *ugmEmadon Phn aPgovd bU tha Divisbn 5 Wuer Cqrt in oase no w€eOa I rhe ule0 is not opraao
in accordanca whh $e terrnt of said dEcr6o. t rrill be euqed ro adrniniaation in:lurfing ord€nI to cease dt'reningqiler,
4) Approrsd br the use of sn Bxkting well permir no. 4TE/pl:F (qpired).
5l Th! lao d $ounct waor lrom mla well is limfioct to a warcr suppty for e 40 ht suMivislcn as decrsed in case no.
w€a&L
6l The madmum $mplng rae afE|l not excoed 1a0 CPM.
7t Tno annual amolrll of grouno ulaler to be wthdrawn $hdl not €fice€d 00.62 acre'lest
S) A ldalElng fl(xfl merEt mu5t be trslalhct on this well axt malrltalnod in gooo working orOer. Pormanont rocords
of all dfuaraions must Do mahulnod by Uo ws! ownor (recotded a pasi ann Elty) ana submiBed to the DMdon
Enghosr upon ieqlrest
s) TnB wsll shatl bo located rpl morc than 2m feet lrofir the bcaion spaciffecl on rhb permrr, end not to$ rhan 600
test from arry edsUng wdl onn€.! by othera
10) The o$nsl sln! mark tho wel, h o conrp'erorr placa wilh wdl parmtr number(s!, nsmo s? th8 aquller, and corln
case-turnbcr(s) as approfiata The ownershall tatre necssssry means affl pGcsutiong to'preservs tresa
ma|king$ &D l-7-E ,
Exhibit t4 Page {'
Form
No.
GWS-u
o6/00
STATE OF GOLORA
OFFICE OF THE STAI E ENGINEER
818 CentennlalBldg., 1313 Sherman St., Denver, CO 80203
(303) 866-3581 Fax (303) 866-3s89
Cffrce Use Only
FFCEIVES .
DEC
'.8
20U1
*#^'ffiffi"
CHANGE IN OWNERSHIP/ADDRESS
CORRECTION OF THE WELL LOCATION
lnsert the Well Permit Number d(766/ -F
"a
Malllng Address 7,/ o a As=r '4zzel'i?ae Drudz
clty, sr. ap z/ 7'72€7a.1/ , co go rzo - 3oo5
Phone (3031 778 -./Z 40
lf your well has an absolutc watcr ritbt, dccrccd
by thc court and the rvcll is not registered with thc
Sutc Enginecr, cntcr thc Watcr Court Casc
Numbcr/ Civil ActionNumbcr and wcll nurficr
as decrccd.
This form is filed by the named lndividuaUentity claimlng that they are the owner of the well permitted as referenced above.
This filino is made Dursuant to c.R.s. 37-90-143.
WELL LOCATION:County Owner's Well Design atton fuPs fu il.J
(Address)(city )(State) lApl
fuUuotthe:ih,ftl4, sec. -(,Twp. Q flN. orZfs., Range t/ fJe.qVw.,h*p.u.
:ancefromSec{tonUnes 7g / Ft. From E r.r. orE] 5., ,/O/1 Ft. FromDe. o, EW. Ur,".
Subdivision Name t€*ezDs orv fi/€ Azon-ipfuot Block . Fillnq/Unit
The above listed owner(s) say(s) that he, she (they) own the well desqribed herein. The existing record is being
amended for the foffowing ,""ron", p Cn"ng" in name of owner flCnrng. ln mailing address
n ConeAion of location for exempt welts permltted prlor to May 8, 1972 and non-exempt welts permitted before
May 17, 1965. Please see the reverse side forfurther information regarding conectlon of the well location.
I (we) claim and say that I (we) (are) the owner(s) of the well described above and that the commencementof
extraction of ground water from thls well, lawfully made under the well permit, occurred on the date lndlcated. and
that the statements made herein are true to my (our) knowledge.
Please print the Slgner's Name & TiUe Signature(s) of the new owner.Date
@e,. /(...7raTa4 Ka z eo a4/ 7H€ (auo rz-a z a / g 2c<, zoa t
,/
It is the responsibllity of the new omer of this well to odnpfel6-5fra 5igh'ftff5ffi-llnatures of agents are acceptable if an
original letter of agency slgned by the owner ls attached to the form upon lts receipt.
ForOtlicc Urcorrly
ACCEPTED AS A C}IANGE IN OWNERSHIP
AI{D/OR MAILING ADDRESS.
By
/2 -t*- *"rt I
E fiibit {4 Page 12
:ilElTf" ERlLuH,l c'0 FtX tio. i?0a"-1..j0i _ _ i. I
WELL CONS TRUCTION AND TEST REPORT is
, *ELL pEBurr N,MBER MH-22684-A
_--l
uvvner Narne(s) : Gene Hilton
Mailing Address i Vo EO2 Grand Ave. Ste # 325
City. St. Zp: Glcnwooct Springs, Co. 91601Pnone (970) 945-2236
I oatr,., 5 tra Bfra oer arrr a F,,raraua x , chaa I mdainadJ
^TNTRACTOR : Shelton Ddlling Corp.
(Please or Prin0
APpROVAL r cv\is3r.9r.(It
Phone : (970) 927-4182
D'STANCES FROM SEC. LINES:
731 i. ftom South Sec. tine. and
SUEOlVlSlOtl:
STREET ADDRESS AT IAELL LOCATION :
1015 fl. trom
LOT BLOCK
TOTALOEPTH 82 n. DEPTHcoMPLETED 62 n.
WATER LOCATED
REIiARKS :
KA.f r0t vJv* No. I
Materlal :
Slze:
lntenral :
Type : Fonnatioar
Depth : 30
: IYDo:izoz.
WELL TEST DATA : I I Ched( tsox lf Test
TESTTNG METHOD : Air Compressor
StaticLevel : 13 [. Date/TlmeMeasurod : 04101/96 Produdion Rato : ZO gpm.
Pumping Level : 'Iotal n. Date/Tlme Measured : 04/01/96 Test Lenglh : 2 hrs.
Remarts :
Wayne Shelton / President
Edribit {4 Fage 13
THE RAPIDS ON THE COLORADO
WELL PI,JI\{P TEST REST.JLTS
Well Name:
Test Conducted R)':
Irare:
Rapids Well No. I
Aqua-Tec Systems, [nc.
4t9t96
[-ocation:
Well frepth:
County Road 335
80 feet
ELAPSED DEPTHTO
TIME WATFR
PIIMP TEST
Irepth of Pump: 78 feet
RECOVERY
TIME
OF DAV
ELAPSED DEPTHTO
TTMF WATFR
FLOW TIME
RATF. OFDAY
ll:30 AM
I l:31 AM
ll:32 AM
I t:33 AM
ll:34 AM
I l:35 AlvI
t1:36 AM
11:37 Alv{
ll:38 AM
ll:39 AM
I l:40 Alv{
ll:45 All
11:50 AM
ll:55 AIt{
12:00 PM
12:10 PM
12:20 PM
12:30 PM
12:45 PM
l:00 PM
l:15 PM
l:30 PM
2:00 PM
2:30 PM
3:00 PM
3:30 PM
4:30 PM
5:30 PM
6:30 PM
7:30 PM
E:30 PM
1l:30 PM
2:30 AM
5:30 Alv{
E:30 AM
ll:30 AM
)
3
4
5
6
7
8
9
l0
l5
?fi
25
30
40
50
60
75llzl5
90/l:30
105/l:45
r?.0t2|ffi
150/2:30
180/3:00
210/3:3O
24O14:OO
300/5:00
360/6:00
42O11.@
480/8:00
5rO/9:00
72Oll2;@
900/15:00
1080/18:00
1260/21:00
1440124O0
l5'-8"
23'.-5'
26',-3",Y
3l'4"
3;;"
32'.-1"
32'-8"
33'-3'
33'-5',
33',-6',
33'-9'
33'-l I "
34'-0"
34',-z',
34',4"
34',-5"
34'.-'',
34',-5"
34',-6"
34',-7'
34'-8"
34'-8"
34'-8"
34'-8"
34'-8"
34'-8"
34'.-9"
34'-10"
34'-l I'
35'4'
35'-0"
60 GPM
60 GPM
60 GPM
60 GPM
60 GPM
60 GPM
60 GPM
60 GPM
60 GPM
60 GPM
60 GPM
59.2 GPM
59.2 GPM
59.2 GPM
59.2 GPM
59.2 GPM
59.2 GPM
59.2 GPM
59.2 GPM
59.2 GPM
59.2 GPM
59.2 GPM
59.2 GPM
59.2 GPM
59.2 GPM
59.2 GPM
59.2 GPM
59.2 GPM
59.2 GPM
l1:30 AM
ll:31 AM
ll:32 AM
ll:33 AM
ll:34 AM
l1:35 AM
11:36 AM
ll:37 AlvI
1l:38 AM
t1:39 Alvt
1l:40 AM
ll:45 Alv{
l1:50 AM
l1:55 AM
12:00 PM
12:10 PM
12:20 PM.
12:30 PM
12:45 PM
1:00 PM
l:15 PM
l:30 PM
4
5
6
7
8
9
lo
t5
20
25
30
N
50
60
75lL:15
90/l:30
105/l:45
l2Ol2z00
35'4'
23'-lO"
20'-8"
l9'-1"
l8'-3'
l7'-6"
17'-2',
l7'-0"
l6'-10'
l6'-8"
L6'.-7'.
l6'6'
16'-5ln'
l6'-5"
16'4',
l6'-3"
l6'4"
16'-3',
l6'-r'
15'-l l'
l5'-10"
15'-9 Ln
0
0.5
I
2
3
0
0.5
I
E dibit {4 PagB I't
Form No.
GWS-2s
APTHOVED
JD2
OFFICE OF THE' \TE ENGINEER
COLOHADO DMISTJN OF WATER RESOURCES
010 Ocntsnnlal 8ldg,, 1313 Sherman S:t, Denvor. Colorado 80€03
(303) E663s8r
APPUCANT
GENE R HILTON
2102 W ARAPA}IOE DR
UTTLETON CO 80128
(303)7e8-1Ato
PERMTT TO USE A}.I E(SNNG WELL
1095
WEIL PERMIT NUMBER o47?90 .E__
MDDIV. 5 CNTY. A WD 45 DES. BASIN
Flllng: Subdlv: RAPIOS ON THE @LORAOO
APPROVED WELL LOCATION
GARFIEI.D COUNTY
SW 114 SW U4 Section 4
Twp 6 S MNGE 91 W 6rh P.M.
DISTANCES FROM SECTION UNES
731 Ft. from South Section Line
1015 Ft. from West Seaion Line
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RTGHT
CONDMONS OF APPHOVAL
1) Thls well shall be used ln such I way as to cause no materlal lntury to existing water rights. The lssuance of the
permh does not a$ture the applicant that no lnlury wlll occur to another vested water right or preclude another
owner of a vested water rlght lrom seeklng rellef ln a cMl court actlon.
2l The construction of this well shall be ln compllance wlth the Water Wsll Constructlon Rules Z CCR 4}Z-z,unless
apprwal of a varlance has been gftmted by the State Board of Examiners of Water Well Construction and'pump
lnstallation Contractors ln accordance wfth Rule 19.
. Approved puGiuant to cRs 37-9G137(2) on the condttlon that ths well be operated ln accordance with the Gens
R Hilton Augmentatlon Plan approved by tho Divlslon 5 Water.Couft ln case io. W€262. lf the wsfi is not operated
in accordancs with the terms of sald decroe, ft wlll be subtea to administratlon lncludlng orders to cease diverting
water.
4) The use of ground water from thls well ls llmited to a water supply for a 40 lot subdlvision as decreed ln case no.
5) The modmum pumplng rate shallnot exceed 120 GpM.
6) The annual amount of ground water to be wlthdrawn sha[ not exceed 40.62 acr6-feet.
n A-to1aldng florrmeter must be'lnstalled on thls'well'and matntalned ln good worklng order, permanent rgcords
of all dfuerslons must be malntained by the well oryner (recorded at least annualty) aird submined to the Divislon
Engineer upon request
8) This well shall be located not moro than 200 feet from the location specified on this permlt, and not less than 6@
feet from arry o<lstlng wetlowned by others.
9) The owner shall mark the welt ln a consplcuous ptace wHl welt permit number(s), name of the aqulfer, and eourtcass.number($ as approprlate. The owner shall take necossary means and precautions to'preserve thes6
marklngs.
1o) Approved for the lnstallaUon 9f ? pump ln, and the'use of, an exlstlng well, constructed on Aprll I , 1 996, to a depth
of 82 feet, under monhorlng hole notlce MH-U68+A acknowledged tvtarch 26, i996.
i't> t-t-t 7
.;,,Y
A.
iRecelpt No. o4O2g97A DATE ISSUED JAN 1I3-iggz t DATE JAH E 6ibit t4 pageinecelpl No. 04ozs97A DATE ISSUED 'vv' DGIRATION DATE.TAF0
T-660 ?-0210? F-396
02-15-02 01:2lPltrrlrezf i
a
^FFltglitr
FM|},DIYISISI OF IAIER RESOURCIS
3038662223
.r^&LlillDo D[t HO]l OFWATER REEOTrcES
lloommrlcl Edg.. tclg $xfila r $. Omrr. Octorode Aqa)S
FOgl lcl$r
RAPTT DEVEIOFUEIW CORF
AAEWARAFA}IOEDR
UTTTEION CO 80r2s
Fcr}?rlrG{o
t(E6
WALPEil|rMN'BER OE966O -F_-_
DIrr. 5 CllW. A UVD 43 BEg. EASIN UD
5[ng: S$dr: RAFoSoilt]€CO[OnAb
GAFFIEID CotjtffY
sru 1r* $il l/a Sceiloo a
Trp 38 RAIFE tilW Ah P.ia.
oFrAisqEfpF 8Eglrfi r.Iirs
560 R.trm Soutr 8.6.rtll.
e6a Frfrqn ws S.enlhc
FCnTTIO UEEr0llilErtrNGf
|8S.NNCE OF TMA PEMIT DCES
'{OT
CONFERAU'A'I']EN REHT
cgllp[Eo|Bf A?tngr.t
tl TttF urdl t$dl Dc rM in sEn a my G E cruse lD rrorhl lrfrtf lo ffirU rrr rrdrr fhc lerm d ne
rfinl doa TECETD no+plorrfiano niryICI sl,to afidrr uffil re, dglrt a F]eoi5r arslslffi d e vaeo U@r ttfii fi,m *r0 rs[el h a 6fl 6srr don
a Tho cffir.ffii d fih srl sNrar b h conpl|m uih grc t Y.mt mf ffirdoo ftB 2 CCR {Cg txlh..
rppfov{ d aEhnc! tB bam grumd ry lhe E c lord C Esttlnert crurtrttt{ Gonfidon rnd ttmp
lillafl&t Comrat h aoeodrp utn Fro te
s Anotro pursrgr E CRS $r-slflfA on trra an frbn ni n. r.! b. oFca!.g h ailn rlul $3 ean6
B. hfoo fi€mantnon nan qpmrrcd ry rE Diu5on 6 Urar Colc h cs tE l+S,l8a. il lh.fl b ma oprad
in roatanerdfrtlhgtg[rEOsaiOCacrer f dlm$rqiaclrorllnhismhn fttdte dlbllurorEs d,etiltg
rder.
q ApFq,aClorilr rm d rn dsdrE uil, pfinf no aTrrlf (oPr!O.
q ltl rE o, 0rourd E r ftom &ts *t E lnl'(l !o r Eof sspu E. /lo lol r56,ichn ts .EEd tr c!l. rrl
w.@e.
S Tho rffim Frrnfio rtBdril meaeed 70 cFtL
D rh. amlll ilEm3 d g.q&c gGr& b stlwuit rltrfl noi 3€ct l 2a.0 sr{er.
o AmfidE lorr mEt otr{il be ir$lS.l ql IrL fl am a*rnrr(t frr gsduorlfrig odrr- Fornm 'lmdscd.frrilb,rs firrrtbrm*rEl}r.t ry ortrciloutH 0rcotm rh.sannnut r{ enmbadEttrDlutkr
Eaotsrr upqr tqu.ot,
3t llfrlf,f*rilbolocaladrEtrrserlEnmfeffinft3hdarlprcffidarthtsprml.ldm[Lcslliloo
hcrliqa aru addhEuc[ fine.l by fiera
lq fte *,nr ${ milktrG !d h r omghrol' Fo3 rrfri glr p.ril nrlll5{$, lEtla d ilr rSillr, aC out6c fi{I&e(tD ai appoprilE Thc omrs rnr[ !.!(e ,Ec.osry m3fli8 and Seolfins E PlESt|stEe
YorD 44-n
T
UAY-20-96 UoN l0:ll Al[ s[EtToN DRILLIIIG C0
WELL CONSTRUCTION AND TEST REPORT
qIALE !E qo!o@, IEECE OF fHEsrArE ENGTNEER I
WELL PERUIT NUTTBER MH-27684€
Filiy hnr a.dral.barr Dd a F,rdrla -a cb t nadflEJ
CONTRACTOR : ShelonfifllngGorP.
I
I
I
APPROVAL' GiI,\,Sol €I {B
MailingAltlrcss
City, St @:
Phone
E02GrardAve. Ste*32S
Gbnwood Spirqs, Co. E1601
(97o) 94$2236
SUBDlVlSlOlrl:
STREET ADDRESS AT ttElt LOCATKIN :
TOTALDEPTTI &, ft. DEpTH Compr.ETED E2 n
5. GEOLOGIC LOG :
t I{TER LOCATED : 52 - 56
RETTIARKS :
Materlal:
Stre:
lntsrirel:
Type : FonrHbn
Depffi : 3{l
TESnNe METI-IOD : AirCorpressor
gatio Level : lE t. DaterTfiIE fres$urBd :
'04nzfB
Pmductftrn Rde : 20 gpm
prrnpr€ tcrnl : Total fi. Date/Time tleasuratl : l0!ifl2fit0 TGst tenglh : 2 trs.
Remarks :
VUayne Shelton / President
Phone : (970) gin4lQ,
foim'xo;
Grwgzs
OFFICE OF I}G ST^TE ENGINEER
cotoRAoo olvi$"*.|oF WATER ffiot RcEs
!l! Crdranhl gdg- ttls Sttrnrrr * O..irrr. Colr{o tEfil
m6-Aitl
APPUCAiIT
[4 Aodc
Rnr''pg W€d- Na. 7
GENE R }ILION' zt@,W AllAPAlloE DR
rrTrtEKlN @ g,lze
FqDTe&i6.0
PEilrr !o tE A[.] ExsrBlo u,EL
AFPBO'ED WEtL LOCATION
GARHELO COtifrY
sn rr.
nD 68
gli, 1r,3 Sedion a
RANGE 9t W Ah P.M.
OK'TA}.ICESI FROM SECNON IJNES
Sfl, Fulrofli Sor.dr Secilool.he
Ci4 FL hln W€st Scabn Llne
o$??sL .F -_
OM. s CtlTY. A U,O /tti DES. BASIN MO
TSSUAT.ICE OF THIS PERiIIT DOES NOT @NFER A WATER RGHT
CO[tDmO[GtGAPPnOv L
t)' T}fr rol Crd bc rrs.d }ti qrch. ru3y.s to cnJse,p mdertat ffiy to eddng natt dgflur The bsurp d theperrfld6 rnsrrathe +p[cattra no ffry wlll cir]to andrerlrssr€d wderright c predule andtof
owrn€r d a vrrrod rd€r rtgmlrun ee*lng idGl h a cNvl carn 6n,
4. Ih. cilfiircilon d fitt w€[ sfid be [r compflgrce utr the WEBr W€I Gonsrucilon RrI€s 2 @R 1U2-Z r,rrlcc.
apprqal davrlancg lEbeongrilted byfrefuSoatddBenhesolWaterWei Conendon and Ptnp
h$anaioo GorrnAocsh accorranewth Rule.l8.. ..
O eppror,eO prfl.elart lo CRS 37€G1.i!7@ on the condion.ttur the wd be opemed h sdace urth tre Gene
n ]flronA.lgm€ffiionPtaryonclbytroOfyicon5WderCouttrcacenoWl?El trtheurd'anaop€raed
h accadrtcewlthfie &rncof saHdecr€e, f wf bea.Opato dfiiitrdon lnctudng ordqlto
=
drcrtng
ual€r. .
a, Th, rce d gromd uaer tlom tl{s udt b &fnsd !o . urder s4ply tr a 4o bl gubddsbn ac dseed }r'case m.
w€afiL
q The maxlrurn pumping rats sftefl not rceed 70 @m
O fh.ann danrountdg8qrndwdertobe 3ha[notqceed2dg*r€-re€t
7, AtolaEhglbtxmatermLEtbahsta[6dmthbuldandnrdo*redhgoodxroddngord6r. Permanertr*Errb
dal chreebns must be flrairnain€d by tta n,o0o*nr (recorled a ben arnrtty) and subrdnedto Ule Otvlsftn
Engime tpon t6qr€ct
8) IWB-rrtI shall bo located not more ther 2OO ted fiom the bcdon spacmeC on thir permil. md nd l€ss Oran 600
bcfiorn flly od$ftg wdl'otilnd bU dh6ra
gD Tlp mler strdl ma,* ths w€I in a cotsplcuot 3 p&r6 wiilr wd pemf rumbi(st, name d lhe aqurer. rrtl oout
case ffi6er(i, as approdae. The'anrer sfral take tte""*"I nteans md prccallrns to presar these
tnsttittgs"
tO, Approrrsdrr lhe ln$atldon d a punp i!, 'ld rho urc ol, an oddfilg ro[, colrsrucied on AprI ta lgoq, to.
dgf,h ol &l f€€t, undo. rror{tortB hole notioe [r]1916844 Marcfi 26. t99A
{:,':':;",\ir.{I
oArErssuEDlAN l3 tg97
TIIE RAPIDS ON TIM COLORADO
WELL PI.,MP TEST RESI'LTS
Well Name:
Test.Conducted Ry:
Date:
Rapids Well No. 2
Aqua-Tec Systems, Inc.
4n5t96
Location:
Well Depth:
Depth of PumF:
County Road 335
83 feet
79 feet
PUMP TEST RECQVERY
TIME EI.-APSED DEPTH TOTIME ELAPSED DEPTH TO FLOW
OF NAY TTMI' WATFR RATF OF NAY TTME WATFR
10:15 AM 0
0.s
10:16 AM I
10:17 AM 2
10:18 AM 3
10:19 AIvI 4
10:20 AM 5
10:21 AM 6
lO:22 ANI 7
10:23 AM 8
10:24 AM 9
10:25 AM 10
10:30 AM 15
10:35 AM 20
10:40 AM 25
10:45 AM 30
10:55 AM N
1l:05 AM 50
11:15 AM @
1l:30 AIVI 75ll:15
l1:45 AM 90/1:30
12:00 PM l05tl:45
12:15 PM l2ol2:00
12:45P{e'f l5Ol23A
1:15 PM l8O/3:00
l:45 PM 2l0l3:30
2:15 PM ?.40,14:N
3:15 PM 3@/5:00
4:15 PM 3@/6:fi)
5:15 PM 42.017:N
6:15 PM 480/8:00
7:15 PM 520/9:00
10:15 PM 72Oll2:OO
l:15 AM 900/15:00
4:15 AM 1080/18:0O
7:15 AM l26ODl:OO
10:15 AM \44OD4:OO
11:10 AIvI 55
ll:11 AM 56
1l:12 AM 57
11:13 AM 58
11:14 AlvI 59
ll:15 AM 60
ll:16 AIVI 61/l:01
ll:17 AM 6211:02
11:18 AM 63/1:03
1l:19 AIvI 64fi:M
ll:20 AM 65/l:05
11:25 AM 70/1:10
ll:30 AlvI 75ll:15
11:35 AM 80/l:20
ll:40 AIr{ 85/l:25
11:50 AM 95ll:35
12:00 PM 105/l:45
12:10PM 115/1:55
L2:25PM l3OlZ:LO
12:40 PM 14512:25
12:55 PM l6AD:40
l:10 PM 17512:55
1:40 PM 2051325
16'-9"
30'-7"
37',4"
42',-8"
46',-11"
49',-ll"
52',-|',
53'-10"
55',-7"
56',4"
57'-6.
62',4
65':7',
66',-10"
67',-l!"
69'-0"
69',-2"
70'-3"
70'4
70'-ll"
1l'-ll"
'13'-5"
7s',-7"
68'-9"
'll'-lU-
'73',-!1"
7s',-71-
'16'4"
76',-2
75',-ll"
74',-9"
74',-1"
73',-7"
73',-1"
'12'-9"
74',-8
64 GPM
60 GPM
58 GPM
56 GPM
54.5 GPM
54.5 GPM
54.5 GPM
53 GPM
52 GPM
51 GPM
51 GPM
50 GPM
48.6 GPM
48.6 GPM
48 GPM
48 GPM
48 GPM
48 GPM
47 GPM
47 GPM
47 GPM
46 GPM
46 GPM
46 GPM
45 GPM
46 GPM
46 GPM
46 GPM
46 GPM
46 GPM
46 GPM
"14'-ll"
50'-6"
36'-3"
29',-2"
24',4
22',-1"
2l'4"
20'-ll'
20'-3"
19'-6"
l8'-10'
17'4',
17'4"
17'-3"
17'-2"
l7'-l ln"
17'-1"
l7'-1"
l7'-1"
17'-1"
17'-112"
17'-112"
l7'4
NECTIYED JAN 2 O 1997
STATE OFCCLOI\ADO
)'J )
RovRomr. Gcrgnor
Petil Slnreydcr, Erccuivc O&caor
Dldrc.ld!'ProBcrtu tldhnptodngtt*[ce&h rad an'itoarncat olt]* 6oq/t ol colotto,
a3JC Chcry AGG! Or. S. Leboraory Euilda3
Dcmcr. Cobn& 00Jr2.lr30 a2l0 e tlot AvcnucOcrrcr. Crb..&00t.
Phoac O0il 592.2000 Denwr, Coloredo 0O2lGtZl 6
o03,69r{700
ilanuary 9, L997
Peter Belau, P.E.
Brartecb, Ins.
302 Elghth Street, Suite 325
Glenwood springs, clo 81602
RE: Appioval for'NErr lfater supPly,niitag on ttre Colorado Subdivision
Pl{sID, (To be agsLgned)Gartleld countv
Dear Peter3
C-olor:.!o Doanrncnr
of i,rUicftczlth
urdievimnmart
sDeclflcations f,or thls water suPply
aclordance with ArticIB 2.1.5 of tlre
tlater Regulations, and are hereby
I havi receLveA the nltrite resanple results for I{e}Is #f and J2
f,rou the Grand Junction taboratories. These results are below the
UCIr for nLtrite. I have also noled ln your }etter dated January 2,
LggT , Brat Raptds Well J4 ls now known as Rapids t{eII 12. The two
UeII; n6u usei f,or thl.s subdlvislon trlll'be'recorded as Raplds WeII
f!. and Raplds WeII #2. I have also noted fron you letter.that the
bfc,Uforornlttrane iouna in ttre conposiEe sample was.also f,ound in the
TrLp Blank, and theref,ore ras not fron the raw tater source.. The
pfairs tOf furfs vater supply nos, neet all State Design Criteria..
J
Tlie desLgn and construction
have now been revLewed in
Colorado Prinary Drinking
Any' ctrangE orderE andfor approval.
addenduns'nust be subnltted to thls office
lllfen tbl.s systeu ts within 60 days of completion, this-offlce aust
be contact;d .by the proJect engineEr. A representative of this
Departhent uay -scheduie i slte visit before the systen ls put ln
servl,ce.
Ulpoq.conglettoE: of enqstruct!.on, a t ritten certlflca,tion fro:o.yortr
eirgineeriig itiir.uust be'subnltied to .thls offlce statLng tlrat thE
tailltty uis bullt alr approved by this office.
desLgn and
roeetLng theshaII in no
ef,,p\
C. O. . rBud' llahn i
Publla Bealth Englnebr
Drlntctng Water ProgEan
IIATER OUALI',fT CON|IBOL DMSTON
t
cou:Jb/cENcoR4-
cc3 Garfleld County lleatth DePartnent
Dualn tlatson, Dlstrict Engineer
Dll Monl.tor/FLle, Erica KanneIY
Approval of ttrls proJect ls based only on englneerl'ng
the factllty's ablllty to provide safe Potable water,
colorado eriuary orln[ing t{ater Regulatl'ons. Approva}
way Lnf,luence local planning deci$ions.'
Sl,ncerely,
Exhibit {4 Page tG
IN TIIE DISTRICT COURT
.IN AtrD FO.O. I{ATER DIVISION NO; 5
,roa" oa coLoRADO
Case No. It-3262
IN IHE UAIIER OF SB8 .IPPLICATION )
FOR I{ATER FIGETS OF }
GENE'R. ErLroN i "^rnscs br recr
rN rxrE 'coroRADo RnrEB oR I i$Ii3:l3l"n3ir.ffin oIrs TRIBOTARIES I pr,Alt oF AUGMENTATiON
TRIBO?}8X INVOLVED: } uIo ALTER}IATE POINTBAI.DY }}ID GARFIELD CBEEKS )' OF DI\TERSION
. rN GIR'TELD cor^sr ' I - ' .' :
IEIS ltAgIEB, havl.ag coEe on for hearl:rg uioo the Ap-
. plicatLon of Gene R..Eilton for approval of a plan for.
!-uguentatLon J.nct.udtlng errchange and ao alternate point of,
dl'versionr tlre court hrving considerett'trre iteaaings, the.
fLles hereLnr tlre stip..rlatLons of the pa-rtl,es and the
evl.dencel oOeri fffOt
1.' The ApplicatLon Ln ttrLs case uas ftiedf on Decera-
ber 30r Lg76. lr3.urelyr nnd.adleguate notlc" o, *. pendlgncy of
.
tlre proc,eedtiirgs in ttre case was glven Ln the Dannetr =egu!.red .
by law, to whLchr resp.rnses Ln tbe forn of Statenents of,
re fLleil i.a a tfnely uanaer by o6jectors who t.
. have stanaing to appea: hereln as folloss:
A.. . Unl.on O:.1 Company irt Call.forniar.
Propertl,esl fnc.l and ltl,chael F"anuppel1a.
Subsequent to'the statr.tory EeadllLne for the flling of
SEatenents of OpposLtLc.nl and the pretrial Conference,
Entrles of fppeirance retr'E rnade by:
A. fhe Colq.rado ltLver llater Conservation DlstrLct.
' d. willtam t{. zflp.
E &ibit llPage 17
*L-(,
On October Br 1977, Iauell Farris uithdreu his Statenent of
Opposition and himself as a Party Objector.
. '?. Thd tlater {udge sitting in thls Court has juris-
dl.ctLer over the subject, mdtter of these proceedings and
over. eil who have standting to appear as partles hereLn,
irhether they have appea4ed or not. ' . i
3. .lpglicant, seelis Jualctal approval for a.pian of
augarentatl,on to lnercase ttre florr of Baldyr Garfieldl Creeks
and, t.}.e Colorado Rlver tlrrough' tbe ellnlnatl.on. of agrrLcu!- .
tural L*Lgatl.oa on as nany as 8?5 acres of landl orrnedt by.
ttre ApplLcant tihLch have hLstorLcally been irrLgatedl by
lppll.cantr s water rf.ghts.
1. . AppL!.cant proposes to drse, the increaied flop tius
nade ava!.lab1e to replaee, by excbanger'such depletLons to
{
ttre GarfLeldl Creek-@loiadto lLlver systcn ai ua]' result fro'
othenrf,se out-of-prLorlty storage of water froi the GarfLeldl,'
Creek systen and of dh,ersLons frou sprLnEs locateil Ln
GarfLeltt Creelc watershed, condLtional dlecrees for uhLch are
sought in a conpanton appll.cation t.n Case No. w-326I1 or'a
well or re!.Isr or otlret' strrlctures, all.to provide doaectLcl
nunLcLpalr com€tcl.alr. LndlustrLat.r' nechanLcal andl bttrcr
'water servLce to lands Appllcant otras l.n the GarfLe1d, Creek
w..ater shcdr Lnc1udlng lJre.provLslon of such se:nrLce for as
Dany as 9700 restdlentl.cl equtvalent untts to be located
thereon. ...
. 5. In addLtLone and to the cxtent that.the Lncreasedl
f,Ion Ls not regulred tc replace f.he depletlons for such uses
on AP?ltcantr's landsr lppl'!.cant PloPoses to nake that flow'
. ava!.Iable for delLvery to ttre'Coloraito. RLv3r systen to be
used there to replace depletlons to that stream and its
trLbutartes which may result from the use of water by oeherr
f'or Various purposes lrcludlng donestlc, LrrlgatLon2 Lndus:'
trlal, nechanlcal and. nunlclpal and all other usas.
-2-
E Oibit 13 Pagp 19
6. As otlrer uses for thc increased fLow becone knoun,
those uhose depletlons are to be thus replcrced wiII seek
further determinatlon by this court that the use of the then
avail.able increased flcw for the.specific exchange then
proposed wLll not adversely affect any other $ater. right on
the Garfleld Creek Colcirado Rlver systen.
' 7. The facLlities Lnto whlch water will be diverted
. f,ron the sources trLbuta'ry to Gaiftela Creek or the Colorado
Plverf,9rusel.nprovidlingwatersirv1ce.toIand1sownedby
the Appll.cant Lri the GarfLeld Creek water'shed in the exer-
cise of.Junlor w4ter rights, the resulting dtepletions trosr.
rhlch wLll. be replaced through the operatl.on of the progr"n
A. EroB sources trt"buLary to GarfLeldl Creekz dlLver-
sl.on structures.coustructeil or to be construeted for
' those springs located in ttre GarfLeldl Creirk rratershed
. IGarfLeldl Creik sprLags) for which condtitl.ona]. deerees '.
are sougbt Ln Caser No. W-3261.
B. From sources trLbutar! to the Coloradlo pSver near
the uorrth of Garfleld Creekr varLous dLversion structures,
LncludLng weIls yert to receLve parmits as wel!. as those
to be constructedt. undllr autlrorLty of pamit= eron tt"
. Colorado State Enltlneer as fol.lows:
. Well PenLr.t No.' IocatLon
22309-P T65, R9IIi, 6 p.r,t., NEl/{St{L/t of sec. rt22310-8 T65, Rgtrr, 6 p;t{., Ntl1,/4s?tt/4 ot sec. {.22311-F 165, RglI{, 6 p.U.rSW1,/{St{1/4 of .Sec. 4
8. Ahe Junlor rrrter rtghts assocLateil wl,th the struc-
tu:res vhLch wLII divert: fron sprLngs tributary to carileld
Creek and be'augmented as descrLbedl ln paragraglh ?'above,
are those as yet unclec:'eed, water rLghts for whl,cli absolute
and condltLonal dccreerr have been r.qo"s*a oi *t" Court Ln
l,ts Case. No. If-3261 ps follorrs: '
1.
-3-
E thibit 14 Fage t8
llilnE . . "
G:rfield Spring tb. I
Garficld Spring lb. 2
CErfield 9pr5ng !lr. 3
@rfield Spring tb.',1- cnrfieldt Sprl4g.tb. 5
C;erfield Spririg !fr. 6. Garfieldl Sprlng llc. ?
Garfteldl Srfng llr. 8
Garfiel.r eFrirtg lS. 9
ca:rfield Spring tb. 10
carfteld Sgrfutg l.lr. lI
cerel.eld Sptrttg !b. 1ll
Garfteld SprfnE lb. 13
@rtleld $trlry Ib.'1{
. Garfieldt.Sprtutg !b. 15ca=ftdd $rtrtuig lso. 15carftdd SpEinE fb. 17' Garfteld $E&rg lb. 18
.*i
ttsiEney Tr*
Pate of Flor,r
.557 cfs - ccnd.itional
.557 cfs - cardiLionel
.557 cfs - conditional
.557 cfs - corditiqral
.557 cfs - csraiticnaf
.557 cfs - @natdonal
.55? cfs - conditidral
.557 cfs - cordtttsral.
.?43 cfs - cmdlttoal
.743 cfs - cqraitl,sral'.?{3 cfs - q'dtttcnd
.7{3 cfs - cordtticnal' .OI8 efs I conaftlqrar
.557 cfs - qttttioal
.{i[5 cfs - coaftfciEl
.37I cf,s - ccndltttcnal
.371 efs - edttfanaf
1.11{ cfs - cgrattlcnal
.854 c,fs - aUsgert/
ccnalttlcrul
.683 cfs - -t "r**tV. candttlmal
natc. ol Flow
' 300 gpa
300. g6tn
300 gExrr
Drte of lppropriation
DecsEer 29. 1976
Dccenber 29,f976
Decsrber 29, 1976
EcenEer 29, 1976
Decenber 29, 1976
Ecgrrber 29, L976
Decaber 29, L976
Deceder 29, 19?6
Ecenlber 29, 1976 "
fcelrber.29. L976
Ecsrber 29, 1976ffir 29, 1976
.ferber 29, l;976
Dec€r.ter 29, L976
Ecester 29, 1976
fcea$er 29, 1976
Eca&er 29, 1976
29, 19?6
Dece*er 29, L976
fcsr&er 29. l;976
llhe Junloi water rl.ghts assocLatedl rrl.tn tbe wells whLcb uLIl
dl,vert uatea fron sour""" O"tbolary to the Colcrado Rlver
.nt''arl conh{tional rLghts whLch, whLle Dot yet decreedll'are
cl.afurid by the AgplLcant uridler tfe!.I Perait'Nrubers 22309-F,
22310-F, and 22311-E for all tlre uses contemplated hereLu as
of a date of apir'oSrrl.atLon of AprLl 29, );g77 for the'follovr!.ng
rates of flow:
Ifel1 No.
. 1. (22309-F)
2.. (22310-P)
. 3. (223r1-Fl
fo the.extent that otlrer wells !.nto ttre sane source or othea
dlversLon stnrctures fr,-D the Colorado River Ltself nay.h
necessary or requlred for the provLsion of, adlequate servlce
to ApplLeantt.s lanCs, he ocpects to develop such facLlLtlcs
andt to replace thE.depledons resultl.ng fron theLr usc by
the operatLon of thls plan.
9. In addl.tl.on to provLdl.ng augnentfng flows to
!
replace bepletlons resultstng fron the provlsion of rraEer
servl.ce to hl,s lands Ln the carfl.eid Creek wacer ehedr
-4-E rhlbit ltl Fage 19
rrpplicant, proposes to provide'such flows to reprace junior
depretions to the colorado River and those of, its trLbu-
taries othef than GarField Creek which.will result from
'. Junior dLversions through.structures' so rocated that thelr
depretioirs can be repracedt by exchange witir increased frows
Appllcant can nake avallable I
rado RLver n"ar'the nouth of GarfLeld Creek. Because the
. locatLons of sucb otheE structure!'and thbfr assoclated
uater rights are not.now known, no speclfic f,iniling concern-
ing ttrern sray nolr be mde other than to tlre extent that tbe..
inrplementat!,on'of ApprLcantr s prograa produces iucreasea, .
augmentl.ng flows !.n extess of tbe anounts reguLred to te- ..
prace deplet!'ons assocLatedl'trlth use on hLs orm Iands, sueh
surplus augnentllg tlows uay be used to replace otlrer junl.or
de5rletLons uEon proof .to ttrl.s Court Ln some subsequerit
appropriate proceedl!.ngs, that sucb. a use of 131 a surplus .
Lncreased flou nay occua ld.thout injurLously aff,ectLng the
ownea of or persoDs er.tS.tledl to us6 rater .turdef a vestedl '.
rater riglrt or decreeci cond,itJ.onal uater rtgit.
' 10. In. the operr..tLon of thl.s progran, Agpll,eant pro-
poses to provl.de en augEentl,ng water supply to replace
d.epletLons.resultl,ng f,rom tbe provisLon of water senrl,ce to
approximatelf 9700 acrds of land Ln Tovnship'6 South, Range ,.
91 lfest; lfownshl.p 7 Scrsgfu, Range 90 tlesta and fornsbtp .7
. Southz Bange 91 llest c.f the 6th princlpal tleridianr whl.ch
are nclre partLeularly described as follows:
Iocated Ln Secticns 15r L6, 2l, ZZ, 23, 24, ZS, 26, 27,28-, 34, 351 a1d 15 of fownship 7 Southr Range 90 lfest. of the.6th princlpal t{ertdtlan}
Iocated Ln Sectl,cns I and 12i of, formshl.p ? South,' Range91 l'lest, .of tlre 6th PrLncipal llerl.dl.an; . .
Iccated Lrtlsectlcns {, 90 t;2, 13, !.S, 16, ZI, 22. 23.' 24r 25, 26, 27. i8, 34, 35, 36 of T,ornshlp 6 Souih,
Range 91 l{est of,1 the 6th PrLnetpal t{ertdlan.
. -5-
E 6ibit t4 Page 2O
II.The maximum number of rcsiCential unlts l:pplicarrt
proposes to'supply in the operation of the program is 9700.
Eor the purposes of thls plan, an average occupancy of 3.5
persons per unit throrlghout 365 days per year, reguiring an
average a.ftrr.ry of 100 gallons per capita per dl.ay provldtes
a reasonable'basls for establlshing the amdunt of, consrunf
tl,ve use of Garfleldt Creeli water whLch rnust be reglaced.
12.. DLffereat ,"dtoa" of treatl.ng antt dtlsposlng of,
sbwage. resultl.ng from the use of water.' Ln the resLdentlal '
unLtg wLll cause dlLfferent rates of aepfetion to the strearr
systen. If sewage resultlng from dlonestLc in-house use Ls
treated andt dlLslnsea oe by means of a closeA, ceatral sewage
d:lstrrcsal systeral tlre ave=age resldentlal unLt can:reasonably
be erpected to cause an Lq-trouse'depletlon to.t-be streaa
systen of 3t of l.ts dLversl.ons or .0118 acre leet pir'year
por resLdteatl.al equl.ralent unLt. If tlrat :ewage.is treated
'by mea:rs of a septlc tank-leach!,ng ftelh systcg burl.ed not
Iess tban.36 :lnctrcs below grouad surface, tlre.a. t]rc average
resl.dentLal unlt car teasonably be expected to fteglete. the
GarfLeld Creek systen f,ron Ln-house use by as auch as lot of
rt ger year per res!.dlentLal
equ!.valent unLt. If'tlre'sewage Ls treatedl byr ne,ans of an
.evaporat!.ve systea, the average resS.derrit"t unLt can be
ectrrected to depletc tlre systen by 100t of,.Lts denand or
.392 acre f,eet per yeaa. As a resuJ.tr and d6pendl.ng upon
r'rir ' ' ' (tut-*elf"?&;t
rechnr.que can be urilizea, oi tf ai)'!,Y wnrcyscwase
' conbLnatl.on of teehnlqu"" "o, be utllliedr 'ttre dlepletlon to
'the GarfLelil Creek syqteu fron the use of ApplLeantrs Jrurl,or
springsl wells or other ,structures to provl.dle nrurLcLpal
ratei sernrLce for La-house .use only to as'nany as 9700
resldentil,al equl.valents rurl,ts could vary'!rom 1I{ acre feeE
'ff ;e=,.f;.ffi #z;s^Xi"i,."3li;r{,'!'"il5;:*H#*,nn"" ' 1'i. --'i; d6J ert"rrE Ghat land sssoctitea with resi- '
aenttaf devclogment a1so t.".l.r.t lrrlgaelon for laidscaplng
and anenlty v-rIues1 the consumpt,Lve use resultlng therefrom
.l.g reasonably estinated to egual two-acre feet per acrc Per
fit
-6-
E Olblt i4 pago 2i
.yearr'and if 9700 resldential eguivalent units are served by
septic tanks and leaching fields, no more than a total of ..t360'acres of landl nay be thus irrigatedl with vater produced
in the exere-Lse of righls protected by tliis plar., uhiie if a
similar nuniber. of uniti are served by a central sewaEe.
sy.sten, .then as many as.lgfacres of landt hay be ttrus'seived.
. 1{. }neltcant sUaff impose restrictLve covenants, by
deed or by platl on the tLtle to thp land benefttlng fron
this plin *t i;n ldtentify andt ltnlt the s<iurces of wate!'
supply andl nethod of dlellver1ll the nunber of sguare feet .(if,
any) of landscape andl amenLty lrrlgation to be peraLtted per
. .I:t or resl.dlentS.al eguivalent unLt and. the tl,pe. andl specif,l- j
. catLons for Fet age dispasal method,s to be used fqr eacb lot
or resLdential egulvalent unit.
15'. Included fur the covarants.called for by paragraph
I.d hereof, shall be a 3.rorl,sl.oq prohlbittng the purchaser or
o&mer'of any parcel of landt srnaller tban 3j aeres La sLze
fro developLng a doce:tic, resl.dlential 3rater supply by
neans of a so-cal1eA rexenpt dornestLc well' undler. the
.
'
p=orrf=foor of, 1973 c.R.S.
-ltS-SO2(I) (b); provLiled honrever
'that the ornrers of such parcels shal.I. aot be prghibLtedl f,ror'-
' developl.ng such a supply by.neans.of wel1s Ln streau systear .
aqulfers trtbtrtaq? to .:+e Colorado R.tver systeo not' thus
. exenpted'so long as the'depletlons from the rirse of such .
.;.
.. uellsr measured as set fortlr. !.n paragiraph 12 hereof, are
replaced by the operatlon oE tJrLs plan; to the extent tliat
Lndivldual aon-exenpts ,elIs tnay be used for the subdivlslon
purposes instead of, th: structures described. Lp paragraph
nunber 7 hereof, the Court, speciflcally findli that approprL-
a,b1e uater Ls avaLlable for dl.versl.on therethrough and that
the vestea'rtg'Uts of cthers s1,11 not le natertally lnJuretl
as a result of the uFc of such we1ls1 prorta"a the uses from
i
those we1ls are llmited Ln the same nanner as the uses from
the otsher strinctures a=e lfualtedl.
Etfilbit 14Page22
4 frtr",l oa c'l'^t!c/ u)1c '4i'it,. 'n(lt"l G'At/ Ceckol lu 'n*f'/;t"
.... to ../..,.. J./.h.t /t,i 4 tr. l*r ,-!!-*:"fq/";::%'i::,r2! f/"'
16. Applicant, proposes to increase the flow of Garfield
and Baldy Creeks to replace thc juriior depletions expetsted
to result from the use of vater for municipal wat,er service
on his }ands Ln the Garfieldl Creek water sheil .by elfuninaLing
existing consumgrtive uies through the removal froi irrigation
of enough of the landl histo.rically l.rrl.gat.edl by use of the
followLng descrtbea uatef rights to egual or balance those
JtutLor muuLcLpal dcpletLons as thelr occurrence rnJ.ght have a
rnateriql adverse effict on tlie water r!.ghts of otlrgrs.
Tbe watcr rl,ghts thus c6mittedt'to tlre plar as ttrey nay be
needled; include ttrosc rlghts whtdh are evtdlincedl by decrees
Ln the Distrl.ct Cori,rt of,'Garftela County 'adtJutticatfuig water
rLghts t.n prevtous l{ater District Nurnber 45r. to wit:
llalc qf
Ttcb
ltucay ana lrle
lbotretiray'ard llule
Etr
I.t @
!f!:ray ald Itrlc
Hralso ard $rl].trrarr
l&rdl, Don r raylor
Edson rnd, SrlJ.firan
@oley lb. 3
Oofcry lb. I
CoI€1l !b. 2 '
urt'e Ete Cql.ey
fmrWlatfo .. frt€.a T
Eafry CEeek
carf,tdd Creek
B.Jd1l Geet
&unt Srbjeetb tfits pl.arr fn cfs
06Aonr
ac/ts/82.
os/ou83tttis/83-'o6/w83
04/E/84
Ltar7s/83
osrula6 -
. Mlov87
o3r8/eou/s/ea
o7Agleo
Dr2s/e3
ul12A2
0s/ovooos/w346/0[/38
- 6/0l/3,8
oslowg
o5/ow8
os/ov3,a,
1r889
.250
1.000
1.200'L.2{7
2.6t
1.620
r.393
-9@
.200
2.000
.800
1.600
.1.480
.{00
.220'
.067..'.267
'5.879
3.n1
{.68{
8.341
2-156,
Drlrel Dr&e Slrings 6A6/OG
ibe ![aylon O5/07/n
@eher.Efrney qlrrry
I3rs6 q'riry
lln=ay ad n Le
Eb,
Artson ard Srfftrnrt
iroe Iaylg
Srte anl601ey
I?. fbe landls bistorLcally
rl,ghts descrtbed tn paragraph l{
follons: :
. Eatdy cEee'(. carfieln Cc-trlc' Baldy ce.k" Carfielh Cree-k
C'arfidd CEeck
Garfidd, CEe€&
EJdy Geek
Ealdy Gerlc' Baldy Gecrc .
Bafdy Cr,eek
Balry Gedc
Baldy Gerlc .Garfield cEeelc' carf,nefd tle€rc
farficld.()red<
'BaIEy Gerk
BaldY Gsr(
GarfnefA (tee]c
Balny Ga'J€
BaIdY Gerllc
Luigatedl.by 'Se water
above are dercrLbed as
-8-
E fiiHt ttl Pagp 23
Ditch l{ame
&lurray and YuIe
Moore
Dou
lluds >n and Sullivan
l,lard-Dos-fay1or, anililoe taylor
.
Cooley Dl,tches Nos. l, 2 & 3
tlurcbcr of AcresIrrigated by Hilton
330
70
65
Yule'and Cooley
Drirs Ditch, Dnire SprJag
and Drrire Spring No. 2
135
r05
tl5
70
55*
875
No. I Dltch
Dltch
i tg. ,tEhe locatLons of ttre hl.storlcally !.rrl.gateil acre-'
aEes descrr.bedt ro par4rrapb 17 above are ilescrlbedl generalry.
6th PrLncl.pal t{eridLaa
.,
bection 36: r€:/{NfiV{, }lt{V4uEV4, sEt/{MfI,/4.
. SectLon 25: SEi/4gHl/{, S!{1./4SEV4, trEl./4SEI,/{,Nr{v4sEx,/rl, NElr/{SWv[. tEv4M{1,/{, .slrv{M{v4, sEl,/,l!ilitv 4, t{r1\/{m1,/{. sectLon 2{: slrv{st{I/{, sE1./{swt/4, Nfl:r/1swv4,' uEva*tva;
!81,/rlM{I/4.
sElr/4sw1r/{, mtl,/4sD.v 4 t
Coo1ev No. !t
. Sectlon. Sectton
Sectl.on
Cooley No. 3s
sectl.on 26: sI,J./4xEL/{, NEI/4NE L/4. $:tl,L/,,0N81,/4.Section 23: *tifiSEV
' Iota!.
as follows:
AovnsbLp e Soott, TSe 91 tlestr
SectLon 35: rri{.1/{NE1r/d,
SectLon 25: sttl./(sB/4,' trEt/.{s1{1rl{.
252 sr{:./4Nwv425: sEl,r4lggt rl, xE1./,1M1./{, }lt{1,/{tlE1,/4,23: Sfli-r45"rr4 .
.-9-
E 6ibit {4 Page 2tl
(.
g
Coolcv DIo. 3:
Section 26:
. Section 23:
IuIe.ard Cooley:
SactLon 26:
Sectton 23:
Dotr:
SectS.on 23:
SectLon 22:
NEl/{NEI./{,
sNl/4SElr/4.
!l9|l,/aNEl,/{,
sEIr/{NEIr/{.
stL/.4SE!,/l,
$tl./{sw1,/{,
St{I./.lNE1./4,
litil1,/{NE1,/{.
!{E1r/ll{EIr/{,
sE1,/{S}rI./{.
sEI,/4Sr.lI,/4;
sEI./{M|I./'1 ,
St{}r/4NE1r/{,
Nr{I/{S}r1l4.
NEl,/{Srrlr/{.
Dl.tches:
s1{1,/4SE1r/ 1, SElJ4SilL/ 4,
ttEl,/{swl,/ l, swv 4t{E,V 4,
NWi/lrrE1,/{, !rev{Nt{1/{.'
slti/{sE1,/ 4, s.EU g*t]..l 4,
${1rl4s81,/4. NEv lSEv l,
NE1,/4Ser1r/{, Nt{v{Swl./{ :
..'.:.
!twI,/{s81./{,
sE1,/{!nill./{,
sntv4Eetl/4.
(__,tn
{oe Sqltle! andl Wardl-DorrTavlor
;oe Tavlor
-
-G.-233 sEV{sEVl.
lfard-Dou-Tavlor
N}IV{SEV{;
Sec. 22: IE!../{SEV{
Rudson and Su11Lvan3
Sectl.on 9:
SectLon 43
tbore Dl,tch:
Section 4: Iot 8, Ipt 9, Iot 12., seV[glll,,/4.
SectLon 5:Iot 10
19. 'llhe blstoric LrrLgatl.on .of thc lands desc=ibed
,"".nr"n* ri ;a 18 atrove 1as resurteil ln a dtryr year del
pletion to the Garfield Crdek - Colo5ado RLver Systea of
appro:cLraately 1.12 aer.r f,eet per acre per year whLl9 ttre
average y.ear depletl.on tias been approxLnately 1.38 acre feet],
per'acre. lfhe removal of landl fron irrLgation trtll lbere-
.jore have the .result o!' increaslng the dry year florr.ot
GarfLeld Geek by 1.12 ecre fect Per acre and the averalfs
year flow by 1.38 acrE feet for each acre of lantl tbud
rernoved f,ron.lrrlg.ilor, anit !.f appllcant removes the entlre
875 acres frorn LrrLEatlonl he.wlll cause an average(incrcase
l2oz"
Ln the flotr of 'Garfieldt Creek of approxl.rnately t#9 acre
,
feet.
I
Exhibit ttf Page 25
-IO-
,
(
20. During the.irrigaEion season, Applicant need not
derivcr replaccment flows to the colorado River ir, =u"porrse to
calrs from righes on that river in order to. avoid curEailing
diversions.'on the jtinicr priorities 6r the cai:ieta springs
if Appricant can demonstlate that curtai.ring diversions
from those springs uourd not produce an increase in the f,rov
of the colorado River at the points of diversion from that
river of ienior riacer rights berow the nouth of Garfierd
'Creek at times when dLve==ior,r'on the prloritLes of other
Junior upstrean rl.ghts, whetlrer on the naLnstream or tributaries
thereto, are'beLng curtaired to increase the frow avairabre
for diversl.on on'those SenLor rlghts
2I. Tbe increase Ln ttor- proauced by Applicant in
drying up his landls rl"II enter the Garfield Creek-Baldy
creek strea.B systen in quantities, at locations and at tines
when, durlng the irrigatiori season such increasedl fLors ian.
reprace tlre depletions resurtLnj from the'rise bf trater f,rom
Applicantrs spririgs arrd ireIls. Ln servl.ng his land and, ttrerely
avoLdl any inJury to those wtro ovrn'or us! vestcd, or condi-
tioual water rights to ttre uie of yater for ir-igation
Eurposes trdm'those stream systems to the ext(urt that water .
becomes availabre for the pran under the oper.rtLng provLsLons
of paragraph 31 hereof,.
. 22. To the extent that Appll.cant provS.des watei
servite to hls lands from the nells described in paragraph g
of th6se Findings or from other wells or oths: diversion
strucEures which may be requiredr which derivrt tlreir supply
fron the Colorado River or l.ts underflou durfurg the irri-
gatl.on seas6n and the Junior depletl,ons'to th,rt rLver whiifr
result from such use reduce the amount, of, tratsrr availabld
for diversion on the piioriifes of senior vesEed andl
-11-
E fiibit 14 page 26
conditional vater rights on the Colorado River below the
rrcuth of Garfield Cree}., then Applicant shalI reglace ghose
Junior irrigation depleElons by delivering the appropriaLe
l.ncreased f,Ion of Garfield Creek uater into the tolorddo
River at or near the rnciuth oe Cartield Creek.
23. DurLng ttre nonLrrigation season, there ls
demand for the..dLverslon of water fron the surface
tro
fiows of
Gaifield ireek and Baldy Creelc on tlre prioritles of any
rights .d.or pur;,oscs other than Lrrigatlon that are senlor to
priorltles clar.nea by ttre A;rpll.cant ior Ure Garfleld Cre-ek
sprlngs. whl.ch have bee.n subrol,tted for adlJudication in case
No, I{-3261i. tbcreforee to t}re extent that Appl.lcant provldles
water senrl,ce to hls lir.dls durlng ttrc nonlrrigatJ.bn season
fron those sprC.ngs, tbere l.s no aeed f,or hfua to replace the
resultl.ng depletions Ln eLther.GarfLeld Creek or Baldy.
Creek..
' -24. Appllcant sha]I be requLred to replace nonLiriiation
aeason depletLons resultLng fron tlre.use .of lppftcantts
Garfieldl Creek. sprLngs tsrless Applicant can .demonstrate
ttrat ttre curtal,ldent of, dl,versions f,roo such sprLngs wLll
not produce an :lncrbase ln -the flor of Garflsld Crcek at l,ts
conf,Iuence wLth the Colorado Rl.ver for the benefLt of'lawful,
nondlscrl.m!.natory calls by senlor water rtghts ot tha ' '
nSln steu'of the Colorado BLvcr beLqr ttre'nciutlr of
GarfLeld Creek. If ln ,r.trorr"" to such. call Agpl.lcant
Ls unibl.e to nake such :r denonstratslon, then Appl.tcant shall
thereafter be regulred.-.o renl.ac.a all such nontrrlgatLon
scason depletLons durinlr tl,nes of lawf"I, 'nondLscrLnLnatorl -
calls by such'senLoi wa':el rlghts. Provl.dedr howcver,
t*raB pending suc-h detemlnatLonr beglnniig.when such
nonlrrl,gatl,on.season depletLons reach a ratl.of 0.1 c.f,.s.,
Appll,cant shall thercaf:er be regulred to replaee at, the
confluenc" Le crreield rlreek wlth tie Colorado'Rlver
-IZ-
E$lblt t'f Page 27
:.
aII such nonirrLgation season deplctions during t,ln:es of
Iaufu1, nondiscrinlnatory calls by either of ttre. follotring
$ater r!.ghts orsneil by'pbJecta= Unl.on Oit'Cornpany of CaIi-
f,ornta: (a) II8.5 c.f.s. conditionally decreed to'the
Purplng Pigeline ou"t od the Colorado plver| wittr an appro-
prtatlon date of February 1{, 19{9, prLorLty uo. 259 ln
forherlater DLstrlcgNo. 39, pursuanL to.Decree entercd by
Garflela County Dl,stsl,ct.Court on Septenber 5; 1952r-l.n Case
No- .400{i (b) 5.0 c.f.s. of the 120 c.f.s. conditionally.
decreed to t*e.Grand.iunction, Coloraao River flpe1ine ouc
of tlre Colorado Rlver, uLth an approprlatLon dtate of Feb-.'
ru.ary L7, L94?, PrLorr.ty No. 787 Ln fo::ner Water DLstrict
No..{2, pursEant to Decree entered by l4esa Couniy'DLstrict
court on iluly 25, 1959, ln CLvl.l Actlon No. 8303, as sub-
seguetrtt,y nodlLfleil by Decree to be entered by ttre Dl.strLct
Court:[n and f,or Witc.r DLvision ]lo. 5 tn CaSe No. It-2915. "'
25. ' To ttre ext.clrt that munieLpal. watetr senrLce Ls
lrovLdtedl to .trpplibatr:rs 1and, durLng the nonirrigatl.on seBson
f,ronr the Colorado tllver or Lts turdlbrflor tfuough ttre uel1s
descrLbed l,n paragxaph.S hereof 1'or through.other sells or
stauctures, !.pplLcant shill nake provLs!.on to replace tlre
nonlrrfgatio.n season'depletLons resulting from, d,lversions
through tlrose sttuc:ures whenever durLag ttrat nonLrrLgation '
s€ESonr dLversloas ln ottrer. Junlor.rlghts are belng cur-
tailedt to Lncrease . Ehe flow of Colorad,o ttlver lrater avail-
ab!.e for diversl,on on tlre prioritLes of . sentor rights
located on the Colorado Rl,ver belor.ttre nouth of Garfield
Creek. ' '
26. If lt, be:omes nlcessary for ApBllcantl Ln orCer to
contl.nue diversLons on the prtorLtJ.es of hls Junlor Garfield
Creek'sprtngs or uel'lsir to dellveE.uater to replace deple-
tl,ons, if, any, to the Colorado 8l,ver betrreen the flrst day
Exhibil t4 Page 28
-13-'
I
'of October anC the beginning of the next succeeding irriga-
tLon season, or if.the amount of uater available for such
deliveries during the Lrrigation season from Ehd use of,
Irpplicant's Garfl.eld Creek uater rlghts is insufficlent to
egual thc concufrent rate of deirletion" to tt. Colorado.
Rl.ver, Lf any, Appll.cant miy replace such depletLons fron
Lncreased Garfleld Creek flows whl.ch shatl have been pre-
vLously storedl'Ln a resernoLr br reservoirs ApplLcaat nay
butldt on lindt he owns Ln the NwI/1s81/4, Sectio"';t,#i"
lots a, 9r and 12 of section,l, both ln.gis, Rglrl of the 6th
'P.t{., or from water he may have a contractual rlght to'causd
. to be released[ fion truedi Resenrolr ori t]re rrying Pan Rlver;
grtor to utilLzLng releascs from tlre Buedi lteservo!.r for : "
such purposcs, ApplLcant shall Present tlre'DLvLsl'oa Englnear
of l{ater Dlvl.sLon *S'wLtlr evL(ence of the exj.stence.of Agt-
grllcantrs contsactual rLghts to cause such re'Jeases fron
that reservoLr.
' 27. UntlJ ApplLcaat $nplernents th'e prograru or any
phase tlrereof, i",", contLnue to use tlre water rlghts
descrtbed.Lu tJrl.s Ap;rlicatl,on at .ttre locatLo:rs aid f,or tlre
purposes for whic'tr tbey werg decreed. As Ure progran Ls
'Lugrlenented, tho.se t ater rights not requ{redl for Lts operi
o!' ation nay also continue to be usedl as they have hLstorl.-.
cally.
28. l{trenever Applicant Proposes to inp t:nent tlris plan
or any portlon thereof Ln ttre provLsl.on of a water servLce.
for hls lapilr. he shall notif,y the Dlvtsio:r Errgl'neer of tlater
DLvisLoa No. 5, l.ndLcatlng uhen the proEran rlII star€, tlp
locatLon and nurnber.of, acres'of lanil to'be pernanently
..
removed fron l.rrl.gatl.on, the water r{ght or rLghts hl'stor-
l.cally used for the1r lpfgatlon, the particrlar structures
to be augrnentqd, thelr iocatloni and sourccs (uhether they
be springs, welIs or other FeEucEures), the ;rumber oE resl-
-14 -
ExhiHt ltl Page 29
dent.ial eguivalent units to be suppliad by the structures to
be augmented (including the number of units to be served by
evairorative sewage di.s-:osal systems, .by central seuer and
.the nurober expect;.d to use septic tanks and Leaching iields)
along vLth the nurnber. of acres of land to receive 1an,iscape
and arrenity Lrrigatl.on and tt. 'r"=ottant total number of
acre f,eet bt aepiettons to the Garfielit Creek systen to be
replacedl Ln the.operatLon of the pgogran..
29.. ln ieSnrtLng the nunber of acre. feet of depletl,ons
to be replacetl, as.tegu5.red by garagraph 28, ApplicanL or
hii assl.gnees shall intttally assl,girr resl.dentl.al equLvalent
consunrptLve use values as followsc
' a). for eacb unLt servea by a central sewige
systeas ' .0118 s,/f, per yeaE
' b) for each unLt servea hy, septic tanks anA
'
t.
. leach!.ng fields: .0392 a./f per yeart.
c) . for eaclr unLt seryea ry evapora:lve set age
.' disposal systenss ..392 a/f,, per year
A). for eacb acre of land to receive landscape
and amenity LrrLgatl.on: 2 a/f per year
On the fourtlr "*irr"t""-1, of the date of'tlre fLrst rgport to
ttre Divl,sl,on Englneer of llater DtvLs!.on No. 5, and on each
succeeding guadrennLal annLversary date tlrereafter untll aII ...:of Applicantts lands lLsteit Ln" paragraphs 17 andl 18 shall
have been renoved from agrLeultural LrrlgatJ.on as provtded
f,o5 by this planr ApplLcant shall. flle rlth the oivlsLon
EngLneer .and senre a copy on tlre Unioa OII Company and'
Colorado River tlater Conserivatl,on DLstrLct, a report
showlng the then curent status of the nunber of unLts,-
classlfieE'as s6t forttr above, actually r'ecelvlng $ater
servl,ce and the exteht.to which, by reason of nethod!r
of.lnstallqtlon aha oplratl.on, rater dellvered to uniEs
served uith septic tan[s and leachtng ftelds ts actually
-15-
Exhlbtt {4 Page 30
consumptively used by'evaporation from the land surface or
evapoi,ranspl,ration f.:om pLant, llfe located oser the leaching
fieltls. fhe Unipn Ol.I Company and Colorado River Wa",er
Conservatlon DLstrLct sha1l have 30 days ln which to respond
to ,tpplLcantts Orad.rennl.al Report and, Lf .the response
guestl,oas tbe accur?cy of the consuit)tLve use reported'for
the {cachtng fLeldtsr. the Divisl,oq Englneer.shall conduct'an .
Lnqu5.ry into tlre Datter andl mahe an adlnLnLstratLve dleter-
nLnatLon of the apount 'of such consrrrnptlve use r' whether more
or less than Lnltlally proJectsed, uhlch nay then be actually.:occurring, whLcb, unless appealed by eittrer perty to thl,s
Court rr:ltlhin 20 days af,ter sncb dleter:rninatLon, sball becoroe
tlre basLs foi adlnLnlstaation of thl.s plan for the next
suceeedJ.ng lDteEval.pr!.or to the snbrulssLon af, ttre next
Quadrennlal Seport. If ttre DLvl.sl.on EngLneetts deterntna-
tLon Ls appealed, ttre guestLoD ptesented on aplea1 shall be.
tried d,e novo.
30. tlhenever Appllcant ptopo""i to inplenent this PIan
t'
for ttre dlellvery of replaceneat flotls to the Colorado RLver
-for.the beleftt of other'ot-q5" of 5rurior wat-er rtgh*; hd
and those'to be benefited =U"ff Joiatly file an ApplLcation
for approval of ttre then proposed plan of arigu,entatl.on to ','
'deterrnLne tlre exterrt to wbtch tld aettvery of eppllcanirs
.Lncreased GarfLelil Creek llons l.u.to the Colorado ttiver can
replace the .Junlor dapletl,ons of others wlttrout adversaly
alfectLng otber water rLghts ia Urat system.
. 31. I'then Lraplenentse&; Appl!.cant wiil permanently
remove enough land fron agrlcultural LrrLgation to I'ncreage.
ttre !1or of Garfleld ereek by tlrg anou:rt regulred to replace
:
the depletions iesul3lng fron ttrl provislon of, water servLce
to hl,s landls as tetermLned.under paragraphs 20 and 29 hereo!.
fo assure Ehats thc resultant incteased flor remalns ln the
-16 -
streacr system and cont.inues.to be available for replacement
purposes, diversions shall continue to be nade in priority,
in the exercl.se of the water rights previously used to
irrLEate the dried up iana at theLr orLglnal points of
diversLon Curing the trrigatLon season rhen water ls being
dlvertedl generally for LrrigatLon Ln the Garfield Creek-
'8aldy Creek uater shed; rrater thus dLverteA shall be neas-
ured through contl,nuously ricording neasurLng devices and
returned Lrr.redlLately to the strean f,ron which it was dli- -
verted, or. delivered, without Lnterruptlonr to the stream
which hlstorLcally recelved the return flow frorn the Lrri-
satlon of that randt, 'providec *lE #it. .*" *"."=s d.L-
.verted or the ilune 10, 1881 water rigfrt aecreei to the
tGrqay anrdl Yure ditch.shall be returned to Ealdy creek belon
ttre point a,! dlS.versLon of the luJ.e ana Cootey dLteh.* tilhen
the anoturts ttrus rneasured, are to be used not to replace
detrrletS.ons to Garft"ta C"".k but to Lncrease ttre flow of.tbe
Coloradlo RLver to.replace dlepletl.ooi to l.t, those flows may..:
be agaLn redivertedl on tbe priorLtl.es of ttre s"o," w"ter
rlghts at, an alternate lrolnt of diversion at tbe ltoore Ditch
and agal.n. measuredl and eLther retuEred, directly_ to. Garfieldl
Creek or delLveredl through the lbore Ditch to the Colorad,o
RLver near tbe Dgrrt}r of Garf,Leldl Creels. Alternately, Ln-
:Lve use whl,ch
are deliverable to ttre Colorado Rtver.niy'itso be collected
at or near each decreed polnt of dLversion and delLvered
through a4 Lntereeptor pLpeltire or plpelines. Beiween ttre
fLrst day of October an{ the begLnnl,ng of the next succeed.-
lng Lrtlgatlng season, Appll.caat nay not use uater which may
. then be dlvertible on account of the Srrl,orities of, the'
rtghts.descrl,bed in paragraph 16 hereof for ttre replacement
!of depletlons (tf iegulred) resulcing from tlre use of waEer
tl&h !L*t.f2i,7 Ekl s.n-otd,/.-*, ii7<14 111 -/nt'o/"1rdc"a.ct tt. k/t t*'1tt8/ 4' f'ae' f}.*t"f2;y Lrtc4 lrzna:ltl * ,W,fr
,i)'ii a.,:ru ^ t! F-fy ! ft-'r::'"*:/ /?^1,/;,f l, .-..,--ttt
',iT^r,ii,f i;i-tf !;i,,;'*f ';li::-,*i'fi!,f;{,:;:,-:,*r,;;!f,
O.t c h ol v:lrr /to.l c {t. of yslrr a/^-d 17.a: f':f .tf h' d"ae lciEol fi{uay 0"t
'ftilG '?f t "i'nf"i', o./ c0 frt;'.,'i!y o:c.t t,/-r./tu ).',r,,r'/rr'r+,,/ /t )tt 4-c*/r;4u' .:r',/l: .-,.^./ t L t
' ::d';;,:,n';"/:;l*,tf i1Jt""|i * i,,,,11.7.;/'7'4':'-""'( { r/.*ai/ t{/-
,:.'i 7 --
'--.I* ' 'i )il.t.- )L i-t. rt-. nt*-* t).t o.-l,c-l urt u.j-r -'' 'o';//t
-",./'i /;,i;! d<4 tntl ft {t!a1 <Lla:l/ /g 1'.V.il>'bccL- ?, ,r.e-.r' c' '.- -. a t" 7//, ), y'.:, 6.t4.7.. f,::it::. -? ,//,*-: i.nt.t'- t.t*.lf:*,!!.rrtrl:.,:iri;:ffi'r:j r:,,t/_ t.x-(:.;,i;;;1,";:rL,i'::;:3:::ir::/7i'::q;Wf "iti*.i'"i'-,
N
G}
oI,6o.
!t!p€atxul
'"'a p'^"|'tctn' t4 rtt":'rq, s""t 7' ::,;r;:'-;';"{t";t 'ii-.;;f."/ta{ ttr,/, oxk
.':" ):.*o.-'i, ", {!:.'!,.:':! i{'(/.,'i., / ,c..r... ? s./t .i.,.t..,t .,s,tr 4*n4.v2 ( ta t r.c)
diverted frorn Lhe Garfleld Creek springs or the Colorado
River. wells clescribed in paragraph ? hereof.
32... If, after thls plan has been implernented, the flow
of Garfield Creek vhich is divertible into the Harrington
Dltch on ttre priortrly of .the Cune i, 1883 water right,
;.
. decreed thereto durlng the portLon of, the lrrigation season
, Oor, 15 to Septr !o, .r, c.f .s.. .exten;tipg from .!uly 15 to septehlrer 1 falls bel
' .tlren'App15.cant. shall eltlrer so nodlfy 'ttre use of the rights
Lnvolved Ln thLs. plan as to :lncrease the flow to .25 c.f.s.
or dell.ver .I5 c:f.s. frou onc of the uells d6scrlbedl Ln
par39raph7intbt}reBarrl.ngton'Dltchatthepol.ntwhere
..rater ts fLrst delLverable to tle ftelil se5red by the Ditch;
33. fhe, decreett pointi of dliversl.on of the wate.r
' r.i.ghts ll.stedt Ln. paragraph 16 above are dlescrl.bedt gs folj
I6is:
. POI}lt OA DI\TERSIOII
'ThGf uurtay'Ent Yule D{tch
The headgate !.4 locatedl ai a polnt on tJre east bank of
ttre west fork of Garfield Creekr about tuo and one-half
satd creek o'n or-near Sectlon 36, T6s., B9lll., Garfield
Couaty'.
'fhc'Moore DLtch
-.
Tbc headgate of, sal.d dLtch ls located at a poLnt on the. west bank of Garfieltl Creek about one-fgurth nil'e above
tlre nou'& thereof ln SectLon ti, !!6S.i Rgllt., GarfLeld-.
County. : ' .o-
Ehe Dow Dttcb
'The beadgate tbereof Ls located ibout tlrree-tourEhsnlle aboiet ttre forks of Garfteld Creek, at a'Pol.nt on.
tJre rrest bank thereof r on Sectlon 23, t6S., RgIw.,
Garfl.eltl Countyl
:
. Thc lludsoir and SullivanrDltch . r
Thc headgate tlrereof Ls located on ^the west bank of .carfleldl Creek on Sectioa 22, f5s.'r'lR91w.r in GarfLeld. 'County..
The lfard,, Dow and Tavlor Ditch
Gr)
ar)ot,ttr
Clt'
--.oO3xur
Coole Ditch No.CooI Ditch tlo. 2 and Coolcv Ditch No. 3
thq headgate'of gaid No. I Ditch being locatcd on tlresouthwest bank of west Garfield Creeti at a polnt about,
20Q fc6t south of the South Llne of the UuI/4, SeerLon25, 165., R91ll. The heaclgate of sald llo. 2 Ditch being.on the south-west bank of, sal,d creek at about 125 febtsouth of the llorEh Llne of the Sttl,/4 of li$I/l of
Sectl,on 25, ':t6S., R91I{- The headgate of sal.d DLtchNo, 3 lq sltuated on the south-h'est bank of, said creek
aC a poLnt on and near the center of, the hEl'/{ of theNEL/4, Section.25, T65.r R91l-1..'of the 6tlr P.t{., Garfield. County, Colorado.
lfhe YuIe qq{ Cooley Ditch
The headgate of saLd dltch is situated on the souttr-uest bank of rgcse GarfLeld Creek, ln Garfield County,Coloradlo, at a point about 15 f,eet Nortlr and Center of .
the South lLne of the NEI./{ of Sttl./rl, Section 25, f6S. ;- R91lr., 6tlr P.U.
DrLre Dltch, D,riFe Spr!,pq tto. I Dlteh, Dqlre S;inq No. 2 oltch
The beadlgate of saLd Dr,rLre DLtch Ls situatddt oa ttresoutlr-east balrk of rr,est Garfteldt Creek, Ln Garfield'Couuty, Coloradlor. Ft a polnt approxLmatcly 350 feet' Uottheast of the Southnests Corner of the sE1./4 ofSection 36r.f6S.r.R91H., 6th P.M.
the headEates of, saLd Dwl.re DLtch No. 1 and llo.. 2 arelocatefl approxlnarely 800 feet and 1200 ieet South of. the Quarter Corher of Sectl,ons 25 and 36 and, are. sl,tustedl os the west batrk of tlre west fork of Gbrfleld
Creek.Ln Sectlor. 36, 365., R91tI., 6ttr P.tt.
The Joe Iavlor Ditch
The headlgate.of said dLtch ls locatedl on the east bankcf the west fork of Garff.eld Creek, aC a Bol.nt whencethe South.Qgarter. Corner of Sectl,oa 23t T5S.r R9Il{., of
tJre 6tjr P.l.t. bears ll 66'21rll. 2906 feet.
3{. Thq alternata poipt of dliyersloa {or t}re vater
.rlghts lLsted'l.n garagraph 16 to U. ,r=.a urraer.the pro-
vl.sl,ons of thLs plari Ls tlre lnLnt of. dlverslon of the lloore
Dl.tch wh!.ch'l.s descrlbed as follors:
the headgate l,s .located at a po!.nt on the L,est bank of,' Garfleld Creek abouc one-fourth mile above the rnouththereot tn seci,l,on {. ?65., R91t{. of the 6t}r p.l{. LnGarfl.eld County, Co16rado.
35. The Court specLfLcally flndts that Applicantts
requcst for in alternate polnt of dlversl,on for the water
r!,ghts llsted l,n parigraph 16 here6.f,, to be used, ln the
nanner hereLn !.Lnlted, nay be grantsed uLthout, adversely
af'fectLng any vested or condicl,onal water rtghts
a la
-I9-
Exhibit 14 page 34
36. Diveisions into the ditches aE the points of
. rlivergion described Ln paragraph 33 and 3{ above as u'ell as
' diverslons from all GarfLetd Creek spr!.ngs, all uells and
other structures usea to'providte sater service to epPU.-
cantrs lands shall be neasured by raeasuring dlevices, whLch
nay Lnclude meters, found to be sat!.sf:ctory by the Division
' EngLneer ol llateg DLvisl.on No. 5 and sha1l be equippcd wLth
eontLnuously recordlng devices, tbe .records fron whLcb. shall
be dalivered to it " otrnt=Lon Engl.neer of l{ater DivLslon
No. 5 at least annually andl by him preser:rrcdl anong the
. penranetrt" rccordts. of hLs off,l,ce:' Sfunl,Iar1y aiprotca Deas-
uring aad recordlS.ng devlces shall also be Lnstalled on any
.lnterceptor pipell.ne or p!.pellnes ritrlch nay dell.ver Ln-
creased f,lows to the Colorado RLver and on any sesag
. traatEent plant outfalt.s whLch serve the lands of tbe
Appllcant, and the'reCorCs resulting from t\eir usd shail
Iller"dse be 6clivercd to and presenred by the DLvision
Ergl.ncar of Bilater DlvLslon No. 5.
37. .the C9u5t spccLfLca1ly findls that tlre.operatLon of
the proposea pi"r. for augneo't"tLor. wl.thLn tbe Fdtatl.on and
cond!.t!.ons here!.n statea will not LnJurLously affect tbe
owaer of or persons entitledl to use water urder vested water .
rLEhts or decreeil condlLtLonal ratcr rLghts.
38. .ffre Court spee!.fica11y'f{nds t}rac, to the extenc
'that such $rateEs are not otlrcmLse aPProPrLabter' tie oPer-
. atLon of thls plan matces the raters occurrLng .ln the allu-
viun trLbutary to ttrc Cdlorado'I8vcr apgrroprl'ablc for tlrc
. purposes and Ln the anounts requLredl for Appllcanlrs uses
and because .6f the operat!.on of th5.s'plan, 'dLversions fron
that, alluvtun can Fe used by tlre Appllcant rLthouC advcrsely
affecELng the vesEed and. condl.tional water rlghts of any
other approgriator.
-20-
Erhiblt 14 Page 35
39. The Court specifically tlnds that the Applicantrs
rrater rlghts mayl w!.en used Ln the Lmplementrtlon of thts
plan for augrnentitlon, be used for nun!.cipal use purposes
includlng cornrnercl,al . in<lustrLal , doraestie and Lrrigat!.on
incLdent thereto, sewage ireatrsent, frlgatl.on, mechanlcal
and recreatlonal uses.
.. i {0. fhe. Court should retat.n contlnuing Jurl.sdtction
over these proceed!.ngs untli ftu" years af,ter tuo hundred
acres of .f,ppllco,ltrs landls sh311 have been r"ror"J ,"o.
lrrlgatlon under the provLsLons hereof for reconilderatlon
of rhether the'operatLon of tlrls plan rs!,tlrla ttra llnltatloris
a:rd condltlons {mposed hEre!,n causes naterl.al .LnJury to'tfre
vesLed rlEhts of tlrose who hav", !,n a tLraely fashloo, becorre
obJectors.hereln, cr +o'{4.. ryV #h!t **y oltcat, s'rc[ psarJ
:::"':"8i:,:i,Hali"":,i1"{^I,f ff fi :.tr,i.,fr ,,+.?*l;.;;i;;c.i.i.citrr) ,'sl-l t- 5c4(i) et analcd,CONCI,USIONS. OP LAI{
-
rhe co.rr *'rffi ,.rT:::t I" a".q'tc
' -1.' - llhe plau whl'ch lnciudtes augmentat!.on, exchange and
lhe use of aa alternate polnt of dLverslon, as proposed by
the Appltcant aad as condLttoned and llnl,tedl herelnr wlll
naxLmLze the Agpltcantrs benefl.clal use. of, water wlt[rlo t]re
operatl.on of the prl.orLty systeu wLthout'l.nJurLously affect-
Lng tbe o$rrer of or peasons'en$,t1edt.to use lrater trader
vested water rights or decreedl Sondlltlonal 'water rlghts.
' 2. lha naxtnlzLng of benefl,clal use o! water by
replacfuig Jtutl,or, ottrenrise out of prlorl'ty depletloris, wl,th'
tlre use of uatea producedl or obtaLnedl. fron.the exercl,se it'
seni.or or ln trrrlorl,ty rl,ghts, ts rrlthLn.tf,.r contdrnpfation ol
applieable latr.
i.. . Appllcanttg water r!,.ghts, whLch are decreed foi
irrlgatton or othen purposes Da,y, rtrrdtr the cond!.tlons
coirtal,ned hereln, be lawlully used for the operatl,on df thts!
Progiran.
"a . a
,!r(
I
a
-2r-
E fiibit t4 Page 36
The plan ls admlnistrable.
The conclltions antl llrnitations lrnposedl herein on
, nppttcantrs plan are necessary to irevent lrrJury to the
omers of andl lersons entltledl to uie water under vestedl
water rtghts or decreed'conilltlonal water rlghts. .
.UOW TBENEEORE, IT IS ORDERED ADWDGED A}ID DECREED AS
FOLLOTIS:
I. ' II,TERNTTE POINA OP DII'EBSION
The decrees evldlencfng t}re hereLpafter. descil'bed nater
rl,ghts b6 anil thb serre hereby are nodlfl.edl so as to lnclude
as an.altcrnate potnt of, divereLon Ln adldltl,on to the polnt'
of dtverslon oil,ginllly dlecreedl. thereto, tlrc. polnt o!
diversloa of tbe Moore Ditch on Garlieltl Creei. Ilre water:'
rlgtrts for whl,ch tlre decrees are ttr'us modtft.ed are descrt bed
as followss
lras€ of Dl,Elt
4.
5.
't
Itsay ana lirls
lrcqe' ltus:ay aill ttle
Elt
l6ore
ltlg;ay ad nrleIlfscn arrl S[l,tran
Idasa, Ew & Iaylor
B'dts*r ard $rlltvan
OoIEf ti*r, -3Oolefl' !lc.'lbl,€r llr, 2
YUI€ rtrl CoI€rJ
Ur.i.re, Drrl.t:e +rlngs&e Taylor.
Gophet
fcsf:mey $ld-nEIiasan qpdrg
Urzay ard lAilsbt
n asort and $tll$ntr&e llbylortuls l'd Qol€i/
lppropd.attsr
Bte
06/7.0/8L
06/Ls/e2
05/02/83
os/o5/83 .
06/0w3
0ws/81rl^slss
$n5/86ouovgl' $nsfei
0rlB/ga
07^:8n0" L?{2Sns
06A6/06
o3/t /87' .04n2/D- o'/ovoo.. 0s/0w{
05/ow8'
b3f0v3s6/0v38. o5l01./38. 0s/0v18
Sol:lce
'Baldy GEeelcclrffelrf ee€k
Baldy crealc
Paldy Geek
carfteld Creek
Baldy Ceels
Garttelrl C€d(
car{t€lrl CReelc
Certteld Geelc
BaLdy CEeelc
Baldy CEeeJc,
Baldy Ceek
Baldy e€ek
Baldty Aeeek
Bal.dy ee€k: .
cErfteld CEeers
Galftiut reekGrrffsE eedg
Baldy Creek
aaldly ceek
cartteld. ceek
BpJ.dy Geek
Baldy eeek
,urount, st$Jecq. to
}.t ,*. ln cts
1.889
.250' 1.000 .
1.200'. W*- 1.207 .. 2.667
lo!3$-t.gtg
.900
.200
2.000
.800
1.600
l.{80
.{00
-220
.067
.267
5.879 .
,.274
{.68{
8.3{{
2.{56
. .. r.?a. ... :
-5
'f
i
lhe new Alternate polnt of dl,verslon foi those watea rlghte
at the polnt ol d.l,versl.on of the l{oore I
fottors:
Dltch ts descrLbed as
Ahe hiadgate is located at a pol,nt on the l{est Bank ofGarfleld Creek about one-tourth mlle above the nouth
thareof l,n Secel.on { r5s., P.91t{. of the 6th P.H., ln
Garyf,.Letd Cpupty, Colorado,.
ErhtHt trl Page 37
Thls modification is granEed upon condltl.on that the alter-
nate polnt of dlverslon for those rights be used ln the
manner contemgilated hereln and wlthln the li;itations l,rn-
posed upon the operatl.on of thls plan o! augmentatlon and
upon the further condl.t!.on that no uater dLvertedl on tire
prlorttles of, those rl,ghts at the Hoore Dltch alternate
polnt of dl,versl.on other th* tlr.'rlghts decreed to the
".l.toore DLtch may.be applted to the Lirlgatton of land lylng
undler the ltoore Dttch but nust eLther be returned to Gar-
fleldt Creetc or $el!,vered to the Colbr.io nfr"r Ln tlro manner
eontemplatedt by this plan of augrmentatLon..
II'. APPPOVAL OE PIA}I FOR AUGUATTATION
1, ApplLcantts plan for.augmentatl,oa Ineludtl.ng ex-'
change and an alteraate pol,nt of'dl.versfon fs hereby approved
and the port5.ons.of, the vater rlghEs decree:d, f,or l,rrlgatLon
pufposes descrl.bed Ln paragraph 1.6 of the.t'LnCl.ngs nay
. . 'Iarfu1ly
P6 used to provl,de replacenent f,Icw.s for the operat!,oa,..of thLs prograr aria the exchanges resultl.ng from such use'
shall be effectlve wl,thLn the ltnLtattons provldeit .Lu tbLs
Decree.as.oft}repr!,or!,tl.esofttroser!'ghtswhendveit}re
' Brog=T f." -!.nplemente.a by the fppllctnt-
2. tthe plan !.s eubJeet to the. tlpms, conatttohsl.;a .
. ltnttat!,o;rs set forth. fn tdl FlndtLngs. portlon. of tlrls Decree
' andl shall be operated by tlra Appllcarit and adtrr!.nlstered,by
ifr" State Water Mmtntirtratlon offlcl.ati lp the manner set
forth otie'!/r ,s* cnLt c/*'/trc tS ,r/rc;4/* fitt'clr,o lls-hrJ ,t frryYqar{.,:
Slgned and enteredt tlrl.s .,1 day'of *u
o O?.
d4.l
cvh,
'-.'.f--
{i
s, Reg. l{o.
Da. .
Efiibf,t {4 Page 38
. Saundersl. Snyderl. Ross & Dickson,
802 captto1 l,tf€i center
Denver, CO 80.203(303) 861-820'0
-23-
UIIION OIL CO}IPA}IY OE
CALIFORNIA
ttlncerr Larson
Post Otflce Box It[{0
Douldlerr CO 80306
Eelephone: 303-{tl3-8782
Eostll Draner 790 :
Glcnwood Spr:lngsr CO 81601![elephone: 303-9{5-65{6
lllr,tr ll.t Dl.ZILtI
lloodrutlr
Eost Offlce
Eoulderr CO
llelephonea
Eox lrl{0
80306
303-{{3-8782
and.
MICAAEf.
RAGI,E..
:.
BRAIIN}IT PROPEBTIES, INC.;. }IAIIUPELIA, AIID ROBERI ll.
3Ie21{ 8th Street
Glenwood SprLngsl CO 81601
Tqlephoner 303-9{5-5761
905 Cooper Avenuc
Glenuood Sprtngs, CO 8160I
selepho.pq : . 303-9{5-5{48
By
-24-
Exhiblt t'l Page 39
Rapids on the Golorado
Proposed 121 Unit PUD
Water Rights To Be Deeded To Homeowners
To Gontinue Ditch lrrigation and
Provide Potable Divercions
Exhibit l4Page 40Efiabit 1 4 A Water Allocafion.xls
Allocation of Water Rights Priorities To Provide For Continued lrrigation Of Lands
Histiorically lrrigated By The Moore Ditch
lrrloailon Dltch and Plpellne Water Allocatlon - Prcooaed PUD Prlorlty No.2 Prlorfty No. ttl Total
Decrc.d Ausmentatlon Plan Water Rlshtr - Rof. tootu Dltch W{2t2 - CFS 0.200 {.3E7 1.587
Acrce Hbtorlcally lnlgated ffth toolg Dltch Water rugm3 - Ref. W€202 70.000 70.000 70.000
lAclrol To Contlnue To Bo lrlgatod Wlth toort Dttch Wrter Rlghto . Rd. Pl-allmlnfry|lU 42.0m 42.020 42.O20
Percentase.Acrcc To Contlnue To Be lrrlsated Frcm Dltch of Acru Hldorlcally lrrlgated 60.029%60.02s%60.0290,4
ffioore Ottch Water Rlqhtr To Be Deedsd To HOA For Con$nued Dltch lnlgatlon - CFE 0.120 0.833 0.953
l aax---lE-t
-I!oooI-
RUD 121 Ex 1'rw.brRcquhemcnb.dl
Rapids on the Colorado PUD - Potable Water Requirements - April{ Through August 3{
Pflorlty No.2 Prlodty No. 14 Totaltotable DMerslons I Deoletlons .From Wells Ml01 .08/31
Avenge Number of Penonr Per Unlt 3.5
Watsr Dhenlono Per Penon Per Day 100
Weter Dlvenlon Per Unlt Per Day - Gallone 350
Number of Unltr 14
TotalDiyenlonc l2l UnlE Per Day. Gallonr 42,350
lrrlgatlon Searon . Number of Daw Dlveiled .0410{ - 0U31 153
lrlgatlon Seaton.Tohl Dlvsplonr - 121 Unltc - {53 Davr 0,479,550
lnlgltlon Searon . Depletlone at 3% . W4262 Utlllzlng Central Tnatment System 3.000%
Depletlonr ln Gallonr.lS3 Dayr 194.387
Gallom PerAcrc Foot 325,829
Tohl lnlsatlon Searon . ln-Houee Deoletlonc . Acru Feot - 04101 - 08r3t 0.597
W-3282 Avenge Depletlone Per lnlgated Aclu 1.379
Acrps To Be Dded Up To Replaco ln4{ouse Depletlom - 04r0t - 8131 0.tt33
Deed Non Pohble ftrtsailon Water Reoulrcmenk. $1 Thru 8fr11
Decreed Ausmentatlon Plan Water Rlshtr - Ref. toore Dltch W.3262 . CFS 0,200 1.3E7 1.567
Acns Hlstorlcally lrrloated Wth lloore Dltch Water Rlohte. Ref. W-3282 70.000 70.000 70.000
Acrca To Bo Dded Up To Reolace ln.Houee Deoletlonr.04r0'l . U3l 0.4328 0..820 0.432€
Percentrse -Acrer To BeDrled Up of Total Acrur Hlrbdcally lrlsated 0.618%0.6{8%0.018%
W€202 AugmentaUon Plan toors Dltch Water Rlghb To Be Dseded To HOA - CFg 0.001 0.009 0.010
lflxI-Og
t
JD!DooAif RUD 121 Er 14 Wabr Requirsmenb.tdr
Raplds on the Colorado PUD - Potable Water Requirements - September { Through March 3t
Prlodty No.2 Prlodty No.14 Total
Aveaage Number of Peponr Per Unlt 3.5
Water Dlverrlons Per Peron Per Dav 100
Wabr Dlverrlon Per Unlt Per Day. Gallonr 350
Number of Unltr 121
Totrl Dlvelrlont 12{ Unltr Per Dry - Gallonr 42,350
lnlga0on Searon . Number of Daye Dlveiled .0U01 - 03r3t 212
lnlsatlon Searon - Tot l Dlverrlonr .121 Unlts - 212 Davs 8.978.200
Unter Searon - Depletlons at 3% - W4202 tltlllzlns Centnl Trurtnent Syrtem 3.000%
Depletlonr ln Gallonr -212Davt 269,340
Gallonr PsrAcre Foot 325.829
Total lnloatlon Season - lnfloure Oepletlonr - Acn Feet - 09101 - 03AI 0.821
Avemse Depletlonr Per lnlsated Acro -W€282 ,l.379
ACrOt TO Ee DnOO Up TO E!gU!!g-Wgg FOr ROplaGOmOm Or eur Or EOasOn Deple$On 0.599
Dd Non PoE,ble lrrloatlon Water Rqulrcmenb - tlll Thru U37
Decrced AusmontaUon Plan Weter Rlshtr - Rsf. illooro Dltch W-3202 - CFg o.zo0 1.38i ,.587
Acrcr Hlrtorlcalh lnlqeted Wlth Mooro Dltch Wrter Rlohtr - Rof. W{262 70.000 70.000 70.000
Acrce To Be Drled Up To Rsolace ln-l{oure Depletlom - 04101 - 8131 0.5905 0.5905 0.599t
Percentaqe - Acrcc To BeDrled Uo of Totrl Acrro Hbtodcallv lrrloatcd 0.866%0.856%0.856%
IY{262 Arsmcnhtlon Plrn foon D}bh Wlter Rhhtl To Be Deedod To l{OA - GFE 0.002 0.012 0.014
!tlx--I'g
rD
.ll!D€o
a
RUD 121 Enl4WebrRcquluncnb.dr .
tllx---ag
rl
JI!llaot
Summarv of Water hts To Be Deeded To Rapids Homeowners Association
Water Requlrcmentg .4rl . U3{
Potable Water Rcoulrcments - 4rl - 8131
of Water Rlshtr To Be Deeded to HOA
Book 1305 at 568 . CFS
at
otal Deeded . CFS
121 B( 14 WaEr Requircments.lda
Water
West Divide Water Contract
Water
AppLrcATroN To.4nrENpwATER LEAsE* 1l ra or ILD LCq)
WEST DIVIDE WATER CONSERVANCY DISTRICT
109 West Fourth Street, P. O. Box 1478, Rifle, Colorado 81650
rvater(@Jvdwcd.ors
Fax (970) 62s-2796
Telephone: (97 0) 625 - 5 46 |
I. APPLICANT INFORMATION
NAMC: RAPIDS ON THECOLORADO HOMEOWNERS ASSN
Mailing addrcrs, 2 t O2 tnfEST ARAPAHOE DRME
LITTLETON, CO 80 I 2G3OO8
Authorized agent:GENE R. HILTON
2. COURT CASE fs: DecrecCaseNo.
Augmentation Plan Casc No. _!!l!@
I. TISEOFWATER
El RESIDENTIAL (chcck appliceblc boxcs)
E0rdinary household use Numbcr of drrycllings-
ElSubdivision: No. conssucEd uuits ,L-No. vacant bts lr^,
EHome ganden/lawn irrigation of-
Method of inigation:Elflood trsprinrcr
sq. ft.
ENon+orirmercial animal walerhg of
f]Firc Prorccrion
El*ip EoUrer
arimab
ElEvaporat'on: Ma:iimum rraicr srfacc to bc cxposed
Dcscription of any usc. otlrer lhan cvaporation, and rncthod of
diversbn. rate of diversion, and annual amount of diversion of any
warcr withdrarvn from the pond:
Wdl Shafing Agreemcnt fot ,rutbiple owncr wells must be submiiled. lf
grcoter than fi.,o orenets, application must be made undq a honcovnas
ossociation.
ECoMMERCIAL (chcck appticablc borcs)
Numbcr of units: Total sq. ft. of comnercial units
Dcscription of use:
EIINDUSTRIAL
Dcscription of use:
Eveporation: Moiimum waEr srfre to bc exposed:
Description of any u*, other than evaporation, and mcthod of divcrsioo, ratc
of diversion, and annual amount ofdiversbn of ay waEr with&am from
the pond:
EMUNICIPAL
Dcscription of us:
EIDIRECTPI'MPING
Tributar.v:
l.ocation:
4. SOURCEOFWATER
Sgucture: 2WELLS StnrcnrrcName: RAPIDSWEItrS I &2
Source: Esurfacc Btoragp ElGround rryatcr
CurrcntPcrmit# 0491i0&049661-F (attarncopy)
-
F
Towship Rangc P. M.
Distance of well from section lines:
731 FT FROM SOUTH LINE r0!5 FROM WEST SECTION LINE
6. LAND ON WHICH WATERWILLBEUSED
(lzgal description may be provided as an aflachmcnt)
LEGAL ATTACHED
Numberof acrcs in trao: 12t.488
Inclusion into the District. at Applicoat's erpense, may bctcqubd.
7.TYPE OFSEWAGESYSTEM
[lSeptic tanklabsorptbn leach flcH EEentral system Bhcr
Dbtrictname: PRMTE
8. VOLTJME OF LEASED WATER NEEDED IN ACRE FEET:
AMEND 1.0 TO 2.O (minimum of t acrc foot cxcept auprcotation
from Alsbury Reservoir where a lesscr amount b albwed)
Provide engineering dato to suppon wlame of wota rcqadd-
Commerciol, tmtnicipal, and industial uscl.c natil ptortde divarioa and
consumptite dota on o monthl! basie
A rcraliingltow maer with rcrnore reodout is rcqaircd to behstalled ond
asage reponed o l|'a Divide
Applirxtbn Date:
DATEAPPROVED:
WEST DIVIDE WATER CONSERVA}ICY DTSTRICT
Prailcnt
ATTEST:
Sccrctary
5. LOC.{.TION OF STRI.ICTI"IRE
GARFIELD swl/4 swr/4
County
4
Quancr/quancr
65
Quartcr
9lW
By:
ite prinred portions ofthb brq o<cept differcntialed additions or &letbng have been app'roved and adopad by the Wcs Divide Water Conscrvancy District
Form # WDWCD 05090t AIvIEND APP
560 FR FROM SOUTH LINE 654 FT FROM WEST SECTIONLINE
Elevation: -}rc 6 5GB
Wellhcation addrcss: COUNTY EOAD
rhc oppodunity lo roiew lhe
. UULLIII/\DO DMSIOhI OF WAIER RESOURCE,S
rt0 Or,r.nnlal 8d9.. 1313 Sftorman St. tlerrwr. C.torsdo 6@5
@sl E6E35Ar
r-660 P O?/03 F-396
Sli, r/4 Scdlon a
RAl.lCE gl W Ah P.M.
JU Jubbll I J
i.t 9.4 i
aPPJc^lt{I
RAPDS DEVEI.OFMET.TI COAP
A@ W ARAPAHCIE DR
UTTTETON CO OO12B
(sfilIE$r84o
FEMfi TU U8E
^rI
EIEITE ITBL
s\rr, 1r4
Tup 86
qsr^iEEs FFoM sFA,TpN uNEq
58o Fr lrcnr goLan S.qbn t^froe
664 Frlfo[r Wis S.cilonune
U'E.,- PEFNT]|T NUMBER
Dtv. s cNfl a
-F -_
MD
o4sgu_
wD {5 oft. BAS|N
GASRAD COUNTY
I,
ISST'ANCE OF THB PERMIT OOES NOT CONFER A WATER RIG}IT
c9tr[rlnoNBoFArFnE At
ThtstircillsnalDorr$-sntucnaYaystr,@rJsono,neddrnfiryfoaltingwaerrigttt, The&rorrneolfro
rrmil do6 llot a.6lrn rto-epploU[ fial no nnry ulu occur lo anohor vsstEl rrrdet dght or Fectdc affiEl
owrEr ole v6eoyaEt &httrom uoeldrrg rffel h actvl coun scfioc
Tha sr*rr,rorion of t {s f,3l snafl be h cornpllancc uith tnc waler urcfl cofBrucilon fuhs 2 ccn roa* rnm
aPP.grg ol avartrncg ha bon gramed ry the Stac Eord d Eranlnem otwabrw€| Consfucfion aft, punp
lnrtaNEbn Cqtrrys in accodmcewlsn Rrrle 1A
AFprorEd Pur$rrf E Cffl Sr-9e137(?l on 116 6n tron na lne uoil be operred h a@rbn6 tdot r|€ qerio
B hlsolt tugmontrtbnFhn +eratco uy rE Dluigion Eulmr'corn in caBe no wsa8a il the Uet b nor opraod
in acoordarre wllh tte tams ol caid dmrea il uifl be $Dlu to ..lmlnisilrflbn hdu.Ing or.tor. ro o.asc riiorfrg
naret
ApFq,edlo,tne uts d m dsdng rinn fmf tp.. qfnn+ (opirso.
Ttlc ult d grilnd saer trotn fib rE[ is In[ert ro I ruaer Eupbty tor . 40 hr afuhdslon as d€qEelt h Grle n6.w€erz.
Ttp tnaclrrn purnfio rdedtal noLqcaed 70 GPttL
th. afilud rnolr't ol grumd wr to bB wiuloram sDs[ nor co€od 2AO s]toe.
AloDaltdlg[orrmde]rnrrlnbsnsafoaqlltBwa[andrrainEa[rolngoodunldngoldr. Prnran.mr€ao]ds
C d .fuffi,rs fixrEE be tnahEh.d !U ol. trroil owrlor (rtcomd a hsEt arrually) Ilrt $.6rnEed to tho OtvldonEo$rus upon rtqulsr.
Thbu,cfshr[bolocatedJEtmqol]En20Fcrlromthetocatist errxfitdsrrhhParmhildno[t€l!rtanooo
leeiltutr ary crdffrg$rdlown€Gt by ooreil.
4
o
q
5)
El
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q
.9)
tq.The oJnr 3hd llBdc{tB we[ h a consploors place u,in sefl p6ma nurnDcr(s)" ,urne d rhe rqullbr, and cqrr
case ruIl&g(s] al appropi&, The owoer sna[ Elre rlecrssil], maan6 and preca.rdons O pescn,e ttmetnsrrdnsr
tD .r4r_n
l-1i60 P.03/03 F-3S5
aJ 9a 9t''l'f
Grirs'e6. -- -r
r(vrervrr.rr vr ",.::t-".:*:.JF..rl-tt
Sutuuu4'('
Cio[-OHADo DfvElON oF WAfER nESOUnCEg
01E Cc'tlanoid 8ld9.. t9l3 Shofrnan 6L, O.tr6l. Colorllo rtpoll
6(x[ caBsrtl
U'ETPERTIrNrflEER
DM. 6 c,itTY. A
o4s6G1
WD tt6 OES. BASIN UDAPP| rcAIrlT
RAPI98 DET'EOFIEhfI @EP
21&I W ARAPAHOE OR
uTnEroN co o(lt&
Fqresl610
FGtrTTO USE[IEGTTEUEL
*Lfrd
tG ahch f,iffi IlGcoLmrm
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AFFIIoITERHST lolcAroil .
qANFELO MLhffY
9ll rl4 Siln/ r/+ Scqlon 4
rtry 59 FAttlGg 9r W 6ah P-ltL
DlsrANcs FFot sEcflolt t$Es
Ttll fL fqll Sorfi Seclim lrle
'1015 Flidtr vu.$ Ssiolrtip
rxilrNcE or I}|s pEmtrf ooEr t{ot@irEB Arvr[Gn HcHrgaslrlBG.PnEy+
1) Tn[S u{ ctEt be l8ed ir srcn . urqr as !o cErs rE fiFrtil hlry b ffilg Bt figns The B$EE d rE
pemf do6a rH EiE tpappfcst3[E] lD ifry dt sa.,E ntdrat U.ata llxil dgm u Dnchrb8lo0l3t
flner ol avmc w, rE tftorn 3.c.rlg rdrt n I cul cqlB -uott.
A The cwrrqion G, rG uil dril b3 n ormfilEr rln0[ Urlgt UGf Gqfmeo h{e8 3 OCR re?, t'lEss
aFororalol erabplp bst grrrE lryIn SlrEBrddtanftardtlia:srrelconsruqloo am R rnp
haaEbo Gonrcus h accotrtrE rih fta la
g' Apporea purqratlocE S-*tsrGt oon confionltLthoncl be eperedh *o'lllpsrltp G6ne
n rnonaignnrmn FHr +Fo,EdbI$EErHon SUEEr Garlth @rE. lt€aga f tE rd bmr op*ffi
inacoorrErantrrtrctgrrsd3alrl(ffi4frlbra4F.lpeffitftrrrionfHscqordrrloa.a!otltrfitg
UilE.
{t Approrodltrilr lre dryl ffine u{, Pomr E +z,lEtF (€sftlo.
ED rtrure fgluno mr from llb rrcl F ffieit !o a r*, dDplf fir a 40 lc! a&.ntsEt a .bclEa, ir oErc rE
w3Eu.
q Ih. mffinn PlmFlo r.rr tilfl rEt ffid 1a0 €ml.
A fh. rlrtrlal flmnr d gtstrd r&r b be wffil}Iun *dl rg ceo .E,@gs'fte.
O Aldalzlngtornwr|IrtbErralalbclqrrfssnal(,fl*tafslhgeano'ltfrgon5. FcmrrlcmHKb- dd apltom ord bmatnllhd Ermmt qf,rl oeollledf tedilnryl daarftea ElfielxvB$oo
Etttwr?on tqprt
st fhb rd srEt B hcalqt rU rftJct|Er aO tsa tmr OE Hfn rp*Ert or n[r F n[f, md ru lB fi{t ffi
EEtfur arU df€rE[Otls,l ry dEt.
f 0l lha or'|I 81IaX rna* t ErElh aoonep:anusplErilt xrtporttt rtnrber(rl. nrmorfie a.tflr, andoun@ ilrnb.rF) aa rypqrHa Tte owlershil tala n cessery tlEflB am fomtrn o pmrur fieo
matfins CD 1.b-g
APPROVEO
.wz
ib DATE 68IJED 0?fiffi,
LEGAL DESCRIPTION
THE RAPTpS ON THp COLORADO
PLAI\NED TJNIT DEVELOPMENT
121.488 ACRE PARCEL
A tract of lend situatcd in the SEI/4SWI/4 and the SWl/4SEl/4 of Section 4 and the NWI/4N81/4
of Section 9 ell in Township 6 South, Renge 91 West of the 6th P.M. being described as follows:
BEGIIINING AT the Southwest Correr of said Section 4;
Thence N 00o50'00'W 438.10 fect along the lYest line of said Section 4 and along the Easterly line
of that parcel of land described in Book 570 at Page 266 in the Office of the Garlield County Clerk
end Recorder;
Thence N 75o43'l8f' TY 10189 fect;
Thence N 17008'41'W 11559 feet;
Therce N 53o47'08" W l77JS fect to the ccnter of thc Coloredo River;
Thencc elong tho ccntcr of said river N Zlo43'15tr E 339.10 feet
Thcnce N 23043120" E 310.1X) feet;
Thencc N 35e08'15'r E 41925 fect;
Thence N 42056'13r E 499.62 feet
Thence N 65t1'47* E 404.41) fce$
Thence N 7135'12' E fl)3.50 feet
Thence N E4ol5'20* E 2t4.99 fee$
Thence S 81o33r38rt E2tl4.4l fcxf;;
Thence S 58e02'47n D26f,.E2fcc,q,
Thencc S 68e42rllr E 480.81 fet to the West line of thc Breunan Subdivision Eremption No 1;
Thcnce along said West line end departing the center of said Colorado River S (np50'54' E 520.60
feet to the Northcast Comer of tret pencel describcd in Book 527 artPlge74} as Reccptiron No.
293E81;
Ttencc along the boundery of seid prrcel S 78922110[ W 328.61 feet;
Thence S 08e41)'15" E 4il.97 feet to the Soutterty Right of Wey of County Road No. 335;
Thence along srid Right of Wey N 79002'15r' Er 4.10 feet;
Thence elong I curve to the right with en arc length of 303.67 fet, e redius of 389.99 foeg a centrel
rnglc o144%6t48"r 1chond bcaring of S TtsJ9r2lrf Ert chord tength of 296.05 feet;
Thence S 5620'56n E2|E4,.Y2 f@ti
The,ncc along I GurvG to the lcft with on arc lcnge o167.52 fect, a rddius of 19132 feeg I ccutrel
engle of 20013'15"r r chord beering of S 65%7'34* E, e chord lenglh ot67.17 fxt;,
Ihence departing seid Rig[t of Way S 17o47'53m E 308.48 feeg
Thencc S 12o52'36't 8736.29 f*t;
Thencc elong I curve to the right with en erc tength of 236.48 feeg e redius of 54t35 feet, r centrel
engle oi4o42"34", I chotd bearing of S ffi31'19" E, a chord length of 234.65 feeti
Thence S 11o49'58tr W 141.56 feet
Ihence S 8950'00'r W 318.77 feet;
ThenceN ll30'00" W 1150.fi) feet;
Thcncc N 49q30'00" W 395.fl) fect;
Thenee S 70o45'00tr W 870.fi1 feeg
Thence S 29q00'00' ril 414.95 feeB
Thcnce S 00014'42" E 64.14 feeg
Thenoe S Efil0t0E* W l30E.9E feet to the Point of Beginning conteining f2f.4EE Acrcs.
I*gal t2l.doc
SlSGbao,trc.
P.o'BB2l9
OcriJtod SptE[. CG, 81 60:l
lrrol9{:}775!r ra-
lrrtl tasrzro Eix
E0Bl 8C}l0 DO,n,EtOnEtrru.C
Scpembcr42flB
RGtbedAptrit7,2ffi
vnnrsirouait
IUr.(hocR-I[Don
P-O.Box UII4
L^iaHon, @ mlZ)
RE: Rqidsontho@badoWdcr&4plyAnal)rsi!
Dcerl,t- Ifihom:
Xftight WatrrBnginccn,IE (WU/g) hac fud ths watcr $pply rcqufoErEffs 6r thc rl;rrirnd
Plmcd (ht Dcvcbpmt G{D) rcaabg of ttE Beids on thc Gh6a& Oatcloemt ia Garfcld
&my, Cotrtdo. Thc dovahpm k crrculy plannod.to haw l2l rerddatial tmits and 42 acrcs
of iuig6cd hA incMiry opco ryacc ud hdsqc amffics assocfotcd with thenx*lcuhl ufiE
TtE podte inJrouso ulocr qmly fu tho rcsidciirl rmitc wiU be povidorl 8om tnlo m€ftc wclh.
OEouth a ccoal'd&trihfrn rlEtcm. XIWB rdcrsdc tlc rc inigfion xretcr will bo povtbd
by tE ffist potabb urdi syrtcrn, 'itU @Son irn Ub Pt D wlll bG by a seprrc rcn'potablc
ryoeothc dverts rru from GarEcH Grc& thong[ tha ]&toeb ltbocDftch.
ThEIfilm auepffiPlo, &cmcdin Wtcr Gurt Cr$ l.Io. W-3!62, csli&ca tbcrbir
tu dccrdniry 6c urg di"nftrdi bard o rcdddl unta ncidetral wrlwrc uitr bG
olloaeil urd trcrcd by m of e ccoal irao**cr EciM sleeu
Tabb f ptscil3 thc rruro$d$olc sd ruE m dcplctbr'fu erc Pt D. Thc cabh{gns ac
bosod o crftah dcfinod h Gs No W-!D64 seocmcaUf
o Ancregomrycyof3.5pmpcrunL(ycr.rm4
r AlErqgcib[rrryof f0gn[Gpcr&ypcrpcron, and
o Arrcrage strcim &plctb of do[rimd fuFhons warcr Eeatod drrurgb a mal wa#unt€r
tlcaMt syrtqn of 3 pcrm. Ilds alsrt'for a mo-l€oo wustcrilefiar fraffi slGtcm
Amrralpotabbdvcrsi.ruadftllhdldqtwinG$al47.4 uc.&a(AF), amdamualdcplaionswill
b l.Q AF. TlrE Gr@t tso rtclh arc cagabb of pryfug thc futl amEG of wucr rcquncd br
domecic rE frr&c lrojtct. Tb- mximm poqlht re fiom tbc wGIl t *cm b ctqoed o bc
abou fOO gtrm, wirk*r cxcec& furdcmqnds.
Bquso of ttcfotrurfor Fbtrcc, tb dqtf$or rEanfhg Eom tbc &mccit: use of uru ptryd
&om thc urc[c will o6d to bo rGg|ard b tb GrrfioH Clcc&rco'M Rircr Eyrtm&rhg tho
oEiileFor,l.srrc!tr..Er,,(tolt 0l23!Fr+tr nrE-Fotf .rrq,/ya
ffi
Mr. Gerp R. Hilton
April T,2006
Page2
irrirBdbn seasr1 We iptbr1g thir nccd crn bc m' $uougfu tho opcrdim of thc augnEdstim plEn
d6."d in Asa No. W-362 W pcrurucrrty drying rp !o lO uc of inigdEd hnd b'tng rrrtdcr the
lvloorcDitctt
Ir is qr srUCntan6ng tt6 ttE Errpnrt of land thd will bc withdrawn ftrom inigilbn sa a restr[ of
0pcorrstngbnof Gctslndthcdwcllirgtmitsisc:cpcdcd@bcglGalcrthan 10actGs' which is
dgdficadty ror1; tftan what i! roquircdO utgurcrt thc inigation scason donre*ic ua @lctions
Tho docrcc rccognizrs tb 61gp is rn scoir dcmend fu watcr ftrom tho ffild Ctlck dlring thc
rur-inigatbn scasorf o tlso is ro rcquircmnt to replre thc PIJD's dcphtions-dr""q th* scason
io tnr ;,rt"r. Ndthcr b tlrrc clrrGdty any mrinigatbn scsn scnbr call ftrom th. Gbredo
Riwrtlm urou6 calt ou Op ltlD'r jrmlr wtilI r[hts liburdrclcsE, slpuE optr a call rrtcdalizc'
provision h'3 bGG[t llu& ltrqtgh aortru wilh-lhc Wcet Drivi& Oonsavarry DisEid to &livcr
np 6 I AFof mred waer to tp &brado Rivtr-
It is oropinbn tur ftc psopoccd R4lils on tln Cobrado pUD, as dcscribcd in this b0cr' has m
Ucquar itryelcat and lcgtt vracrelpety b d its full bgiH qn, wrmdcmmds.
Plcasc do rnt trsitatc.tocall if you harc any qucstbns-
Vcry mdY yours,
WRIGIT STATER E{C}INERS. INc
sy wab*, { /F-^.'
WilliamLLcdLPE
ScnforOongrtmt
AE +rr*,,
oe rrckRoss,Elq-Dufiord&Bro*n,Bc
&uornulrEal{ilsi.trc Ga rSvG
RFtD.la lss f glulv eod Oryhcgbc
(1)
(a
(3)
(4)
r21 ECIB at *n gpd p€r ECIR kr AF por nlailh
121 EIR a[ 350 grd por EOR h gm pe] mafi
3percantd Golunn I hAF
3 perce,il d Ootrnn I tn gp[n.
' Assun€s a armFlagDm wastmlar treatn€nt sy!ilam
TABLE 1
Raplds on the Gotordo -.121 pUD
ln-House Water Dlverdone and Dapletons
PtpdErt{E(
Crr,Orwtr
Gmttt
CLWQOirWBtGliOtmtT.bb r REv W.tff Wa..EEha..r.IE
Days Month
Potable Watsr st stsrn Depla0ons
AF
fl)
gFn
(A
AF
(3)
gPm
(4t
31 ,arlrEny 4.fi19 29.41O o.Izl o.8&t
2B Februarv &639 2S.410 otog o.8&l3tMardr4.(}29 29.410 (t12r 0.882
30 Aodl 3.899 29.410 (t|17 0.8u
31 ay 4-&x,to o.121 ).8&!g)Itrne 3.8gg o-lt7 u2
31 ,t,tv 4.t N 417 (Ll21 0
31 tulgust 4.029 9.410 o-121 o.8&!q)eolember &899 ,410 (Llt7 o.E&!
31 Crctdsr 4.W ,4lo o.121 o.8Eagtlor€mber &899 zg.470 otrT o.8829tDecernber4.W 8.110 cl21 o.6E2
3et fotal 47.{3,a luiu
RPt0.l2l.l.&c8.{laluAmtGorrfaraOe 7:,
EXHIBIT 15
Traffic Analysis County
Road 335
Traffic lmpact Study Based on20O2 Garfteld County
Traffic Counts and Estimated Growth to 2006. Prepared
By Mountain Cross Engineering
Traffic lmpact Study Based on July 2006 Traffic Counts at
Exit 105 and on County Road 335. Prepared By Kimley-
Hom and Associates
EXHIBIT 15
FR0'1 : l'toun?alncrossEng r Inc FA)< M].24W6im't n
TrafiEc Anslysis for:
Ranids on the C rado
Garlield County, CO
Prcprrcd for:
Repftlc on &e Coloredo
C/O Mr. Gene Ellton
2l:O2 T[. Arrpahoe Drlve
Littleton, CO 80120
P[: (:I03) 79E-1640
Fr: (303) 79&r7fi
Prcpartd by:
Drte:
February zU0iG
ltottNTruN eRoss
Et\rcINEERIFre, TNC.
GMI rd Envlrorrnrotrl Connrld4 rrd DrrignB 1,2 Onrd Aurur Olumd tprtltq CO Ut0rl
Dirugq,staaft fr0,aaGsltawatiour*lc[s.{rAcrr
yf-n,ryB rN c.no.qs rP{cr N EpnlNG. trc
r-lvrt on6 Elrvlronlnoird Gouruttlq ud DtrIS!_ Olt hGnrdAvcnuo.OtcowtSEdni.cnireoi-
E rro.g45.tt [4 ft 97O.9lSJrjt *ys.ircri'r,iftrcru"cE^conr Exhibit t5 page 3
E,Lib! lS page r.
FFt$t : t'huntatnCrossEng r Inc FA< tO. :9?69155558 Feb. 24 ffi %i?l,Pfl Ps
Trsfflc Anllyrir
Rqidc PUD
'"tHt'H
EXECI,TILE SUMMARY
Tho propoced poojcct will incrcasc tbc traffic o! Couny Road 335 (CR 335), also callod
C,olorado Rivcr Roaq by an cstimatcd traffic volume of 1,158 avorage daily rafric (ADT) and
by an cstimucd 9E vchictcs pcr horu (VPID during thc morning peak hour, fq l2l rurits. This
wi[ gctrsate m increasc from cxisting of approximdcly Ll.Lo/o on CR 335 east of Applc Trce
Park aod approxinrtrly l43o/o on CR 335 near East Divide Crcck Road during the morning peak
hour. Thlq will be approximatcly t4.8o/o end 7 .lVo, rcspcctivcly, of available copacity basod on a
1,700 ru?H maxinun.
Thc Lerrols of Scrvice anelpis show that thenc aro no significant iryacb to thesc rcads duc to
this incr€osc:
I*wl of S*tce wirt Eristing \lafu :
o CR 335 east ofApplc Tree Park kvcl of Servicc B. CR 335 urcst ofRapids PUDto Dividc GbeekRoa* lrvel of Serrrice A
Level oI Sqviee with G enqated Trdlic :o CR 335 east ofApplc Tlcc Padc l.cvol ofServicc B
. CR 335 wcst of Rapids PIJD to Dividc Creck Road: l.evel of Scnricc A
Prom a ra,ffic strndpoint, the projcctwill have no signifioant impsct.
Ml rnd Ervlroaurortrl Goruuldag ud DGrl$
ia6%_Cilnr, Ayiloa. Glmmod Spdngr, Cff f teOi-
n yrO.faSSJ4t P: 90.9{!.!!5[ rrr.nrouotrlrmrrn&com
Elfiibit iS page 5
FROI'I : I'tounta I nCrcssEng r I nc Fex h0. :9-/69455558 Fcb. 24 ffi 66:21Pf'1 P4
T?rlIIcAunlysh
Rryi&PUD
F'cbnury2fi)d
P€c2of4
TRABHC ANALYSE
Introftction
The purposc of this repon is to evalu*e haffic impacts on Garfield County Rood 335 (CR 33S),
also called Coloado River Rod associatcd with the Rapids on rhc Colorado propored planncdt
Unit Developmcot (PLJD) $ubdivinion. Acccts to tho Rapids PLJD Subdivision-is via County
Road 335. A prwious trafiFc analysis was performcd by Enartoctr, tnc. for The Itapids on thc
Colorado in JuIy of 1996. The provious traffic anatysis dcdt wittr impacts to CR 33S frorn tre
Rapids on tho Colorado based on 33 units. This sttrdy will updatc rhe anatysis to thc proposed
increa.sed density of l2l units in thc PUD. The Rupids PIJD will aleo be refenod to as the
Project in this analysis. Thc trafic analysis will incltrde the following discussions:
. An analysis of existing taffico Calculations of traffc to be gcneratcd by thc Projectr [htermination of l,svel of Service for cxistingand dcvcloped bafficvoltrmes ouCR 335
ExistingTraffic
The exioting haffic count data for CR 335 was obtained from Garfield Comty Road and Bridge
deparfficnt on trafhc counb pcrformod in thc yew 2A02. Morc currcnt counts arc uuavailablc at
thc time of tlris analysis. A growttr factor of 3%per yeu has bcen calculatcd to rnorc accurarcly
astimste uaffic volumcs for thc yw Z0of^ Engiircering convention calculatcs hourty traffic
counts bascd on 16 hour avetage of tlre ADT cormted by GarfieLl County Road and Bridge.
Dara was availablc fr,om Garfield County to svaluatc thc worst casc sccnarios for CR 335 east of
Apple Trcc Perk to Eltit 105 and on CR 335 wcst of the Rryids to Dividc ry Road.
Fc the coruts cast of Apple Tree Par*, the averago daily traffic countcd in 2002 was 2?05
vehiclcs per day. Applyrng the gourlh factor of 3o/o for cach of thc past four yoars incroascs the
2006 Eaffic to an estimated 3,045 vchiclcs pcr day. The calculatcd vchicles pct hour (VPII) rryas
190. Based on fte peaking fector fiom thc 1996 analysis of 2.8 ttrc pcak hour traffic was
calculated as 533 and sssumed to be in the momiag bewcen 7:00 am and 9:00 am.
For ttre counB we.st of tlre project to Divido'Crcck Road, the avetage daily haffic couted in
2002 was 531. Applying the growth frctor of 3o/o for cach of the past four years increaoe.s tho
2006 taffio to an cstimdcd 598 vchiclcs p,er day. The celculated vohicleo por hour (VPH) was
17. Bosed on ttro peaking fre'tor from thc 1996 analyeis of 2.8 thc pcak hour traffic was
calculated ac 105 ond asrumed to bc in thc morning bctween 7:@ am and 9:00 arn.
Glvll rnd ltrvlrormort.l Conrultlnr ooiScdln
nO !4 Gnad anuuo Olonwnocl Splni OO r fcOi
P: 97tL9a5.tJ{4 f: r?O.g{lJJl8 --..rirouitli,rnp -,g"""r1
E hibit lE page'
FROf,,l : I'lountaincrossEngr Inc FA)< r.lo. :9?09455558 Feb- 24 W 66:21Pt1 P5
Tnfllc Aodyrlr
Rrpidr PUD*f,HrH
Crsncrarcd Traffi,:
Thc Rryids PUD proposes l2l lots. Thc traffic gcncratod was calculatpd bascd upon the Trip
Q€[tGqatiPo Manual. ,Sixth Editim. by thc Institrrc of Ttansportation Enginocrs, 199?.
Calculatiom wero pcrfcmed for uips gencratcd for avcragc daily traffic by a dwdling unit aod
also oa r wcckdey morning peak hour. This assumes one dwelling trnit per lot:
. l,lsE ADTfromttreRryids for t2l lotsr 98 VPH on CR 335 for l2l lots
For purposat of nafrc cvaluation the peak hour will be u&d- Tlrc gotcruion of trips assurncs a
split of 75% oxiting thc nrbdivision md 25o/o efianng. It is assumcd that bc 75Yo cxiting traffic
would be split {Bnin duo to the proximity of couvcoicnc,es suoh &ar 80% would tavcl cast on
CR 335 and}Wo would travol wost on CR 335. Thc aoticipatcd Peak Hour traffic is as follows:
r 533 ryPH + (98 VPH ' 75yo+ E0X1 = 592 Ty?H on CR 335 east of Applc Trce Part,r 105 VPH + (98 VPH i 75%| ZU/o)= 120 VPH on CR 335 ncar East Divide ClGck Road
Rodrrav Cqgcity ad l-cvcl of Scrvice
Thc roadwaycapacity snd lcvcl of sanrice was &tcrmincd usiag Bre methodology outlincd in the
Higlway Capacrty ltdauual for two-lane highways. Available capsoity b basd oa a 1,700 llPH
matdmtm per lmc. Thc rrethod for calorlating capacity and lovcl of service includes ftc
followingparamctcrs:
. width ofrmduoy. gfrGcB ofnarrcw lancso eftcts of shouldcrwidthst t,,pc of tctrain
r directional distributiou of tralhco rmdrraygradco roadwaycuneso roedrvayintcsections
o truch btr$ 8d RV raffic ' '
Thc Levcl of Scnice is a Wuiativc me&od of cxprcssing a quliurivc valuc of traffic
congostion. Tho Lerrcls of Scrtdcc arc similar in ranking to a school roport cu4 vAcre A is tbc
bcst with no unriting or congestion, dorru to an E whcrc thero aro long waits and lots of
congostion. Lovei of scrvics F is a traffic statr&till. Tbc calculations atso show tbat thcre arc no
futrpscts to &e lev:ls of sc,lrricc for ury of the roads:
golIlt?AtN CR(!fiS| EtitctNEERtNG. tNc.
Clvll rnd Envhoomrord Corrutttrr rnOMcr
_ -_-&6 }t-Onld Avgruc, (i!.nryco.l SprinfA CO S l60t-n 9m.9|5.55t[l F: Ci}O.945.jJSt www.riorntalncroo.o,j:.com
E rhlbtt 15 Fage 7
: Mounur i ncr.ossEng, I nc
Tralllc Anatyrlr
RmidspUD
'"'f,;yf$I
Level of &rt ice with Existing Trffic:o CR 335 east of Applc Trse Parlc tcvcl of Scrvicc Bo cR 335 wcst of Rapids PUD to Dividc creck Road: Level of scrvice A
I*vel of Srvicewith Generoted llfiic:r CR 335 eas't of Applc Trce Partc L"svel of Service Bo c,R.335 we* ofRapids PUD to Dividc crcck Road- trvel of servicc A
Thc increascd uaffic projcctione show no imracts to th€ l-cvel of Scrvice for the wqst case
scenarios. The oxisting traffic courts wten addod b thc gcnorated haffic show no impacts uo the
I',evol of Service for CR 335. From a taffrc standpoint, tbe projccl will havc no significenr
impacts.
ErirtilsTmfflc
2002ADr 2006ADT PcekVPE Levd ofllcrvlce
Euttourrd AaulcTrec 2705 3045 533 B
lirolt touerd llMtlc Crcok 53r 598 r05 A
Rrpidr PUD Trrlllc
Proporcd
AIIT
Pcrk
VPH
l-cvol of
.Qervl,m
Ertt towrrd Aoolc Trcc 3n2 592 B
Wert towetd lltvlde Crcok 830 na A
Thsnk you for &c oppornmity to provide this report.
@Iloems, orcourmcnts.
Sinccrcln
Motntain Cross Engineulng Inc.
Feel Aec to catl if you havc any gucstions,
CXris llatg PE
I|9UNEAINCROSS ENGTN
Clvll aad Ervlrnnnrortrt Conrultlil rnGiln
_ _ ftrG X Grend atqruc. Otcoqxro Spdnrii <n rrcoih 9?o.xi.ts44 I,: f7t.9{t.!5ji .r,r.rirqridino,.usanloom
Exhibit 15 Page L
F'RSI : l'lorrntainCroSsEng, I nc F$( ho. :9?69455558 Feb. 24 mG A6:2?rt P?
.. . Averagd Uehicle Trlp Ends v3: .Dlrelling Unils' Oh a: WeekdaY
Number of Studles: 348
Avg. Number of Dnelllng Units: 198
DiracUonal Dislrlbuton: fiAo entering, 5O% exiting
Rate of Bqtes Standard Derdatron
- 2135
DaE PIot and Equatlon
oE ao.oo
lrt
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Trbotr,F/il%sot Ednbn
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lndilute of Tonsportetlon Engincer283
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Single'Farnily
Ei$"ned
Housins
p
'XF
.,
Average Vefiicle Trlp Ends vs: Dwelling Units
On a: Weakdry,
A.M. Peak Hour ol Generator
Number ol Studies: 334
Avg. Numberof Dwelling Units: 1Bg
DirecUonal Dirstribution: 2STo 75% exiting
lnstltute Of Tr"---*.r^6 a--r----
Exhibtt tE page l-
fiip Geaot,"/t&xt,8[t Aruon *d
Rate Range ol Rates Standard Dcvla0on
Data Plot and Equation
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Chapter 20. Twolaae lfigluays
Ethibit 15 Page i2
FRCFI : l'lountainCrossEngr Inc
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DRAINAGE BASIN:
POINT OF CONCENTRATION:
DRAINAGE AREA:
IMPERMOUS AREI. (CN=98):
PINON/JUNIPER HILLSIDE (CN=el):
PASTURE OR LAWN AREA (CN=61):
COMPOSITE CURVE NUMBER:
AVERAGE WATERSHED SLOPE:
zs-YEAR. 24-HOUR PRECIPITATION:
STORM\A'ATER RUNOFF:
PEAK RATE OF DISCHARGE:
SLOPE ADJUSTMENT FACTOR: .
zs-YEAR PEAK FLOW = (0.10) x (49) x (1O3) = '
CULVERT PIPE SIZE:
IVIA)(MUM HEADWATER DEPTH:
CULVERT PIPE CAPACITY:
K
Culvert P-4
57.0 acres
0.6 acres
24.7 acres
31.7 acres
63
18%
2-O inches
0.10 inches
49 cfilin
,.0:
5.0 cfs
18 inches
18 inches
r'of
DRAINAGE BASIN:
POINT OF CONCENTRATION:
DRAINAGEAREA
IMPERVIOUS AREA (CN=98):
PINON/JUNIPER HILLSIDE (CN=64):
PASTURE OR LAVvN AREA (CN=61):
COMPOSITE CURVE NUMBER:
AVERAGE WATERSHED SLOPE:
25-YEAR, 24-HOU R PRECIPITATION:
STORMWATER RUNbFF:
.PEAK OF DISCHARGE:
SLOPE ADJUSTMENT FACTOR:
25-YEAR PEAK FLOW: = (0.12) x (56) x (1.05) =
CULVERT PIPESIZE:
MA)(IMUM HEADWATER DEPTH:
CULVERT PIPECAPACIW:
L
Drainage Ditch P-5
66.6 acres
1.2 acres
46-9 acres
18-5 acres
ar
20o/o
2.0 inches
0.12 inches
55 cfs/in
1';05
7.1cts
- inches
- inches
- cfs
DRAINAGE BASIN:
POINT OF CONCENTRATION:
DRAINAGEAREA:
IMPERVIOUS AREA (CN=98):
PINON/JUNIPER HILLSIDE (CN=&t):
PASTURE OR tA\ArN ARFA (CN=61):
COMPOSITE CURVE NUMBER:
AVERAGE WATERSHED SLOPE:
25-YEAR. 24-HOUR PRECIPITATION:
STORMWATER RUNOFF:
PEAK RATE OF DISCHARGE:
SLOPE ADJUSTMENT FACTOR:
2$.YEAR PEAK FLOW = (0.111) x (143.1) x (1.07) = 17-O cts
Entire Drainage Area after Development
Colorado River
270 acres
7.4 acres
139.2 acres
123.4 acres
63.56
z.Oo;io
2.0 inches
0.111 inches
143.1 cfs/in
' 1.O7
CULVERTPIPE SIZE:
MA)(IMUM HEADWATER DEPTH:
CULVERT PIPE CAPACITY:
- inches
- inches
-cts
|NGREASE lN PEAK FLOW DUE TO DEVELOPMENT: = 17.O - 14.7 = 2.3 cfs
EXHIBIT 16
Drainage Report and
Prepared by Mountain
Engineering
Plan
Cross
EXHIBIT {6
. Exlrlbit i6 paoe 1.''
. Exhibit i6 paae 2
I}TOUNTAIN ERO$S
ENGINEERING, INC.
Crvlr- lNo EwrncNmmnt CoNsulnNG lNo DrsrcN
September 27,2006
Resource Engineering, Inc.
Mr. Michael Erion
909 Colorado Avenue
Glenwood Springs, CO 81601
Rapids on the Colorado PUD, Revisions to Drainage Report
Dear Michael:
Pursuant to our cbnversation, attached are calculations supporting the revisions to the drainag, pi"n based on
the modified Preliminary Plan.
These are intended to.revise the original drainage plan, not replace it. In short, the interior road configuration
has changed and the on-site basins changed accordingly. The Drainage plan, Sheet DRN, reflects.these
changes and the attached calculations. The below tables in the report should show the following information:
Proposed Basin Characteristics
Basin Area (ac) CN Tc
l-3-4 24.72 79.O 53.7
2 8.83 80.6 37.3
5 r.90.85.7 53.1
6 7.80 82.3 48.4
Feel free to call with any questions or comments. Thanks again for your help in this rnatter.
Richard Wheeler, Garfield County
826112 Crand Avenue . Clenwood Springs, CO 81601
PH:97O.945.5544 . FAX: 970.945.5558 . www.mountaincross-en8.com
RE:
25-vr Flow 100-vr FIow
25-yr Flow
Pine Desion
Passes
100-vr Circumstances
l-3-4-A-B 7.02 10.59 18" Corr. @.|%Mir.Yes w/ 1.9 ft headwater
2 3.46 5. l9 l8'Corr. @l%Min Yes open channel
5 0.92 1.29 18" Corr. @l%Min Yes ooen channel
GC-D-E-F 6.t2 8.33 18'Con. @l%Min Yes wl 1.4 ft. headwater
On-Site Curve Number Calculations
Basin 1-3-4
Basin 2
Basin 5
Basin 6
1076697.18
Roadways
Residential
Herbaceous/Open Space
384489,19
Roadways
Residential
Herbaceous/Open Space
83194
Roadways
Residential
Herbaceous/Open Space
339868
Roadways
Residential
Herbaceous/Open Space
= TotalArea (sf)
B.3Yo
41.OYo
50-7o/o
100.0%
TotalArea (sf)
9.8%
49.8%
40.4o/o
100.006
TotalArea (sf)
12.9%
80.3%
6.BYo
100.0%
TotalArea (sf)
12.Oo/o
57-BYo
30.ZYo
100.0%
= TotalArea (ac)
8.1
34.9
36.0
79.0 = CN
= Total Area (ac)
9.6
42.3
28.7
80.6' = CN
= TotialArea (ac)
12.6
68.3
4.8
85.7 = CN
= TotalArea (ac)
11.8
49.1
21.4
82.3 = CN
24.72
98
85
71
8.83
98
B5
7',l
1.91
98
85
71
7.80
98
85
71
Overland Shallow Unoaved Shallow Paved
Basln Lensth Elv Diff Slope Length Elv Diff Slope Lenoth Elv Diff Slope
1-34 300 5.00 0.02 1300 I 0.007
2 300 10.00 0.03 345 8 0.023 355 2 0.01
5 300 3.50 0.01 281 '2 0.007
6 300 7.00 0.02 650 5 0.008 390 2 0.01
On-Site Basin Summary
Basin Area Pr CN Tc
minutes
1-3-4 24.72 79.0 53.7
2 8.83 80.6 37_3
5 1.90 85.7 53.1
6 7.80 82.3 48.4
Basin 25-vr Flow 100-vr Flow
2$yr Flow
Pipe Deslgn
Passes
100-vr Clrcumstances
1.3.4.A.8 7.02 10.59 18'Corr. @ 1olo Min Yes ul 1.9 tt. headwater
2 3.46 5,19 18" Corr. @ 1% Min Yes rpen channel
5 0.92 1.29 18'Corr. @ 1% Min Yes ooen channel
6-C.D.E.F 6.12 8.33 18" Corr. @ 1% Min Yes wl1'.4 ft. headwater
tmp#40. txt
Sheet Plow
Descri ption
Manning's nrlow tength
Two Yr, 24 hr Rainfall
t-and slope ...
a- j- rl
0.1300
300.0000 ft
1.0000 in
0.0200 ft/ftcomputed Sheet flow time .> 37.6434 min
Shallow Concentrated Flow
Desc ri pti onsurface ...rlow tength
Watercourse
unpaved
1300.0000 ftiiil;velocity ........
computed Shallow
0.0070 ft/tt
iiil'ii;e' : : : : : :........i:li??.i'iu.0505 min
Page 1-
Given
Graphical Peak oischarge
Input Data:
'-:ililti'8T,t;ilii;;' : . : : : : : . : . :
FrequencyRainfall, p (24-hours)
Drainage area .
Runoff curve number, CN .
time of concentration, Tc ..pond and swamp Areas
comouted Results:' rnitial abstraction, rr .ta/p .unit peak discharge, eu .
Runoff, a ...pond and swamp adjustment, Fp ...peak discharge, qp ..
tmp#41. txt
method
t- j'1
Type II
1 year
2 .0000 i n
24.72OO ac
79
53.7000 min
0.0000 % of erea
0.5316 in
0.2658
324.5550 csm/in
0.5225 in
1.0000
6.5498 cfs
eage 1
tmp#42. txt
TR- 55 Tabular xydrographInput summary
oescri pti on
Rainfall oistributionta/P tnterpo'lationTotal Area .
peak rimepeak rlow
Given Input Data:
Method
.6tr
Type Iroff
52.1200 ac
768.0000 min
7.0183 cfs
Subarea D/S subareas
Descrr ptl on
Area(ac)TC
(mi n)
Tt aainfall(min) (in)
1-3-4
A
B
support Data:
L-3-4
1-3-4
79 53.700063 55.500063 55.5000
24.7200
24.0000
3.4000
10.0000
0.0000
0.0000
2.0000
2.0000
2.0000
Messages:tnfo: rime ofrnfo: rime ofwarning: ra/p
Ta/p = O.5 used.Info: time oftnfo: Time ofwarning: Ta/p
Ta/p - O.5 used.
Concentration rounded to 45.0000 min in row <1>.Travel rounded to 6.0000 min in row <1>.> 0.5 in row <2>. Increase CN and/or Rainfal1.
concentration rounded to 60.0000 min in row <3>.Travel rounded to 6.0000 min in row <3>.> 0.5 in row <3>. rncrease CN and/or Rainfall.
eage 1
tmp#43. txt
nainfall oistribution
TR-55
Descri pti on
rabular HydrographInput Summary
Methodwr
Type IIoff
52.1200 ac
768.0000 min
l-0. 5875 cf s
ta/r tnterpolat'ion
peak timepeak rlow
Given Input Data:
subarea D/s subareas
Descri pti on
Area
(ac)TC
(mi n)
Tt
(mi n)
nai nfal'l
(i n)
1_-3-4
A
B
support Data:
Messages:rnfo:
Info:tnfo:rnfo:rnfo:Info:
rime oftime oftime of.rime of
Time ofrime of
1-3-4
1-3-4
Concentrationtravel rounded
Concentrati onTravel rounded
Concentrati onTravel rounded
rounded toto 6.0000
rounded toto 6.0000
rounded toto 6.0000
24.7200
24.0000
3.4000
53.7000
55.5000
55. 5000
L0.0000
0.0000
0.0000
79
63
63
2.4000
2.4000
2.4000
45.0000 min in row <1>.
min in row <1>.
60.0000 min in row <2>.min in row <2>.
60.0000 min in row <3>.
min in row <3>.
Page 1
tmp#44. txt
Manning Pipe Calculator
Given Input Data:
Shapeso'lving for
oi ameter
Flowrate
sl ope
Manning's n
Computed Results:
ci rcul ar
Depth of Plow
L.5000 ft
7.0200 cfs
0.0r-00 ft/ft
0.0200
Depth
Area
wetted Area .
perimeter
vel oci tyHydraulic Radius
Percent Fullrull flow plowrate
rull flow velocity
FIow condition
Critical Informationcri ti cal depthcritical slope
critical area .critical perimeter.critical hydraulic radiuscritical top widthSpecific energy ...
uinimum energy
Froude number
L.27L2
L.767L
1.5969
3.5088
4.7L24
4.3961 fps
0.4551- ft
84.7486 %
6.8278 cfs
3.8638 fps
ftft2ftzftft
L.0257
0.01-48
5.4119
L.2972
2.9076
0.4461_
1. s000
r_.5123
r-.5386
0.7878
ftftlft
fpsft2ftftftftft
subcri ti cal
Page L
tmp#45. txtculvert ca]culator
all calculator output should be verified prior to design use
Entered Data:Shape . Ci rcular
Number of Barrels ... .. 1Solving for . HeadwaterChart Number 1
chart Description coNcRETE PIPE CULVERT; NO BEVELED RING
ENTRANCEscale Description SQUARE EDGE ENTRANCE trrITH HEADWALL
overtopping .. offFlowrate ...;..... 10.5900 cfs
uanning's n 0.0240
Roadway elevation 3.9000 ftlnl et E'l evati on 0. 5000 ftoutlet elevation 0.0000 ftDiameter L.5000 ft. Length . 5o.0oo0 ft
Entrance Loss . 0.0000railwater 0.5000 ft
computed Results:
tteadwater
S'lopevelocity ..
Messaoes:6utlet head > lnlet head.
Computing out'let control headwater.outlet not submerged.
Normal Depth: L.5000 ftcritical oepth: 1.2501 ftrlow is subcritical.
Normal depth > critical depth.Tailwater depth < normal depth.
wt2 drawdown irofile.tailwater depth <= critical depth.
Depth computed with direct step method starting at critical depth.
Headwater: 3.8786 ft
DIS- HEAD- INLET OUTLET
CHARGE WATER CONTROL CONTROL FLOh' NORMAL CRITICAL OI'TLET TAILWATERF]ow ELEV. DEPTH DEPTH TYPE DEPTH DEPTH VEL. DEPTH vEL. DEPTHcfs ft ft ft ft ft fps ft fps ft
2.L2 2.54 0.76 2.O4 M2
0.504.74 2.21 1.1-5 L.7L M2
0.506.35 3.01 L.82 2.51 M2
0.508.47 3.37 L.97 7.87 M2
0,5010.59 2.93 ?.43 0.00 NA
0.50
3.8786 ft outlet control
0.0L00 ft/fr
6.72'97 fps
0.63 1.50 3.61 0.63 0.00
0. 96 1_. 50 4 . 50 0. 96 0.00
1_. 50 L. 50 3 . 60 1. 50 0.00
1.50 1-.50 4.79 1. 50 0.00
L.50 1_.50 5.99 1.50 0.00
eage 1
tmp#55 . txt
Gr'aphical peak oischarge method
Grven hput Data:Descript'ion .......:Rainfall distribution ...
Frequencynainfall, P (24-hours)
Drainage area .- Runoff curve number, CN .
Time of concentrat'ion, Tc ..pond and swamp Areas
Computed Results:rnitial abstraction, ra ..
qu ..
225YR
Type II
L year
2.0000 in
8.8300 ac
8t_
37.3000 min
0.0000 % of erea
0.459L in
0.2346
415.2543 csm/in
0.6045 in
1.0000
3.4636 cfs
ta/p
uni t
Runopond
peak
eage 1
Given
tmp#56. txt
:;raphical peak oischarge method
2 100 YR
hput Data:
Descrr ptl on
nai nfa'l I di stri buti on
Frequencynainfall, P (z4-hours)
Type II
1 year
2.4000
8.8300
81
ln
ac
time of concentration, Tc ..
Pond and swamp Areas
comouted Results:' rnitial abstraction, rata/P .unit peak discharge, qu
Runoff, a ...pond and swamp adjustment,
Drarnage area ..-..
Runoff-curve number, CN
Fp...peak discharge, 9p .
37.3000 min
0.0000 % of lrea
0.4591 i n
0.195 5
431.5142 csm/in
0.8718 in
1.0000
5.1902 cfs
eage 1
tmp#46. txt
Sheet Flow
oescri F!'ion 5Manning's n 0.L300Flow Length .. 300.0000 ft
Two Yr, 24 hr Rainfall ... L.0000 inLand Slqpe. . 0.0L00 ft/ftcomputed sheet flow time .> 49.6708 min
shallow concentrated rlow
Descri pti onSurface unpaved
Flow tength 281.0000 ftwatercourse slope 0.0070 ft/ft
ve1 oci ty . .. . : . 1. 3499 fps
eage 1
tmp#47. txt
Graphical Peak oischarge method
Gi ven Input Data:
oescri pti onnainfall distribution
Frequencynainfall, e (24-hours)
orainage area .
Runoff curve number, cNrirne of concentration,pond and swamp Areas
comouted Results:' rnftial abstraction, ra .ta/punit peak discharRunoff, a .......
Tc ..
9e, Qu
s "6fType II
1 year
2.0000 in
L.9L00 ac
86
53 .1.000 mi n
0.0000 % of area
0.3256 in
0.1628
362.9237 csm,/in
0.8490 in
1.0000pond
peak and swamp adjustment, Fp ...
discharge, qp . 0.9196 cfs
Page 1
tmp#48. txt
Graphical Peak Discharge method
Given Input Data:
Descri pti onnainfall distribution
Frequencynainfall, p (24-hours)
5 L00YR
Type II
1 year
2.4000
1.9100
in
acDrarnage area .Runoff curve number, cN .Time of concentration, Tc .pond and swamp Areas
86
53.1000 min
0.0000 % of lrea
0.3256 in
0.13s7
372.44L3 csm/in
1.L623 in
r..0000
1.2919 cfs
Computed Results:rnitial abstraction, ra
unit-peak discharge, eu .Runoff, a ...pond and swamp adjustment, Fp ...peak discharge, qp ..
eage 1
tmp#49. txt
sheet Flow
|.,
tand slope ....vl,s . .....
computed sheet flow time :::::::: ... .... .l:?i9?.1'{llu434 min
shallow concentrated rlow
rlow tengthl r vt, LL, r:, s. r
Two Yr. 24 hr Rainfallnai nfal 1
oescri pti on
surface ...rlow tength
watercouFse slope
computecl Shallow flow time
shallow concentrated Plow
oescri ption
surface ...
rlow tength
lilaterCoUrSe
Descri pti on
uanni ng's n 0. r.300
300.0000 ft
L.0000 in
paved
392.0000 ft
unoaved' 650.0000 ft
0.0080 ftlft
1.4431 fps
SI ope
vel oci ty
computed
rotal time of concentration . ...> 48.3642 min
Page 1
tmp#50. txt
Graphical peak Discharge method
G'iven Input DaIa:
Descrr ptr onnainfall distribution
Frequency
Rainfal'l , e (24-hours)
orainage area .....Runoff curve numherRunoff-curve number, cN
Time of concentration,Tc ..pond and iwamp Areas
computed Results:rnitial abstraction, Ia .Ta/P .
Uni t _p_eak di scharge, qu .Runoff, a ...pond and swamp adjustment, Fp ...peak discharge, qp
625vn
Type Ir
L year
2.0000 in
7.8000 ac
82
48.4000 min
0.0000 % of rrea
0.4390 in
0.2195
362.6077 csm/in
0.6487 in
L.0000
2.8669 cfs
Page 1
tmp#51. txt
TR-55 Tabular Hydrograph tvtethod
Description ..::?::.::TT::1. zsYR
Rainfall oistribution Type rrla/p tnterpolation offrotal Area 118.0000 ac
Peak rime 768.0000 min
Given Input Data:
subarea D/s subareas
oescri pti on
Area
(ac)
TC
(mi n)
CN Tt nainfall(min) (in)
E
E
6
E
6
c
D
E
F
7.8000
53.0000
3.5000
52 .0000
1.7000
48.4000
36.5000
36.5000
36.5000
36.5000
5.0000
o.0000
0.0000
0.0000
o.oo00
2.0000
2.0000
2.0000
2.0000
2.0000
82
62
64
64
66
support Data:
Messaoes: J
info: Time oftnfo: rime ofwarning: ta/pla/p = 0.5 used.rnfo: rime oftnfo: rime ofwarning: la/p
Ta/p - O.5 used.lnfo: time oftnfo: Time of
Warningi Ta/pIa/p = O.5 used.lnfo: Time ofwarning: Ia/pIa/p = O.5 used.
Concentration rounded to 45.0000 min in row <1>.Travel rounded to 6.0000 min in row <1>.
: 0.5 in row <2>. Increase cN and/or nainfa'l'|.
concentration rounded to 30.0000 min in row <3>.
Travel rounded to 6.0000 min in row <3>.
> 0.5 in row <3>. rncrease cN and/or Rainfall.
concentration rounded to 30.0000 min in row <4>.
Travel rounded to 6.0000 min in row <4>.> 0.5 in row <4>. Increase CN and/or nainfall.
concentration rounded to 45.0000 min in row <5>.
> 0.5 in row <5>. rncrease cN and/or nainfa]l.
rage L
tmp#s2. txt
TR-55 rabular Hydrograph tvtethod
Description .:i?::.::TTIY. r.oo YR
Rainfall oistributionlalp rnterpolationTotal lrea
Type IIoff
L18.0000 ac
Peak Time 768.0000 minpiiti et"n ::::.:::::::::::: 8.334e crs
Given rnput Data:
Subarea D/S Subareas
oescri pti on
Area
(ac)
CN TC
(mi n)
Tt nainfall(min) (in)
6
c
D
E
F
E
E
6
E
7.8000
53.0000
3. 5000
52.0000
1.7000
48.4000
36. 5000
36. s000
36.5000
36. 5000
5.0000
0.0000
0.0000
0.0000
0.0000
2.4000
2.4000
2.4000
2.4000
2.4000
82
67
64
64
66
support Data:
Messages:tnfo: time of concentration rounded to 45.0000 min in row <1>.rnfo: Time of Travel rounded to 6.0000 min in row <1>.warning: I.a/p > 0.5 in row <2>. rncrease ctt and/or Rainfall.
Ta/p = O.5 used.Info: rime of concentration rounded to 30.0000 min in row <3>.tnfo: rime of Travel rounded to 6.0000 min in row <3>.rnfo: time of concentration rounded to 30.0000 min in row <3>.rnfo: .rime of rravel rounded to 6.0000 min in row <3>.rnfo: time of concentration rounded to 45.0000 min in row <4>.tnfo: .rime of Travel rounded to 0.0000 min in row <4>.rnfo: .rime of concentration rounded to 30.0000 min in row <5>.lnfo: rime of Travel rounded to 6.0000 min in row <5>.
Page L
tmp#53 . txt
Manning Pipe calculator
Given Input Data:
Shapesolving for
oi ameter
Flowrate
slope
t,tanni ng's n
computed Resu'lts:
DepthArea ....wetted area
uletted Peri meter
Perimeter
ci rcul ar
Depth of rlow
1.5000 ft
6.1-200 cfs
0.0100 ft/ft
0.0200
r..1087
L.767L
1.4004
3.1042
4.7L24
4.3703
ftft2ft2ftft
fpsftulb
cfs
fps
velocity ..xydrau'lic Radiuspercent rulJrull flow rlowraterull fllow velocity .
0.4511
73.9L43
6.8278
3.8638
critical rnformationcritical depthcritical slopecritica'l velocity.critical areacritical perimetercritica'l hydraulic radius ..critical top widthspecific energy ...
Mrnlmum energy
Froude numbei
FJow condition
0.9557 ft
0.0142 ftlft
5.1334 fps
L.L922 ftz
2.7677 ft
0.4308 ft
L.5000 fr
1.3880 ft
1.4336 ft
0.8097
subcri ti cal
Rage 1
tmp#54. txtCulvert calculator
All calculatt,l' output should be verified prior to design use
Entered Data:shape ci rcular
Number of sarrels ... 1Solving for Headwaterchart Number Lscale Number l-chart Description coNCRETE prpE cULVERT; No BEVELED RrNG
ENTR,ANCEscale Descriptionovertopping ..
Flowrate
manning's n
Roadway Elevationtnlet Elevationoutlet Elevation
Diameter
Length
Entrance Loss .rai lwater
computed nesults:Headwater 3.34L7 ft outlet controlSlope ... ......... 0.0100 ft/ftvelbcity .. 5.8969 fps
Messages:Sutlet head > rnlet head.
Computing Outlet Control headwater.Outlet not submerged.
Normal Depth: 1.5000 ft
[rri.F]:l#ir:i+il:,': ",.,Tailwater depth < normal depth.
tvt2 drawdown profi I e.Tailwater depth <= critical depth.
oepth computed with direct step method starting at critica'l depth.
Headwater: 3.341-7 ft
DIS- HEAD- INLET OUTLET
CHARGE WATER CONTROL CONTROL FLOYJ NORMAL CRITICAL OUTLET TAILWATERrlow ELEV. DEPTH DEPTH TYPE DEPTH DEPTH VEL. DEPTH VEL. DEPTHcfs ft ft ft ft ft fps ft fps ft
SQUARE EDGE ENTRANCE WITH HEADWALLoff
8.33O0 cfs
0.0240
3.4000 ft
0.5000 ft
0.0000 ft
1.5000 ft
50.0000 ft
0.0000
0.5000 ft
2.L2
0. s0
4.24
0. s0
6. 35
0.50
8.47
0. 50
10.59
0. 50
L2.7L
0. 50
2.54
2.2L
3.01
3.37
J.88
3. 56
o.76
1.1_5
1.82
t.97
2.43
3 .06
2.O4
L.7L
2.5L
2.87
3.38
0.00
0.63
0.96
1- 50
1.50
1.50
l_.50
eage 1
r.. 50
r_.50
r-.50
1.50
t .50
1. 50
3.61
4. 50
3 .60
4.79
s .99
7.L9
M2
M2
M2
0.63 0.00
0.96 0.00
1.50 0.00
L.50 0.00
1.50 0.00
1.50 0.00
M2
M2
NA
Drainage Report and Plan for:
Rapids on the Colorado PIID
Garfield Counff, CO
Prepared for:
Rapids l)evelop ment Corporation
2102 W. Arapahoe Drive
Littleton, CO 80120
Ph: (303) 798-t6/,0
Prepared by:
Date:
I)ecember 2005
MOUNTAIN CROSS
ENGINEERING, INE.
CMI and Environmental Gonsulting and Design
8:Z6 rl2 Grand Ayenue Gtenruood Sprlngs, GO 81601
ph 9O015,55t8Ix 970,9{tt !t558 www,mount lncro.s.rErooot
MOI'NTAIN CROSS ENCINEERING. INC.
CMI md Enyironmental Consulting end Design
826 % Grond Avenug Glcnwood Springs, CO 81601
P 9ru.945.5544 F: 970.94r.5558 www.mqmairrcrqs-cn&com
_Ertlbit 16 paoe 3
Drainage Report
Rapids PUD
December 2005
This study evaluifes the Rapids on the Colorado PUD project from a storrn water
Eumagement perspective. It supplies data, calculations, and design criteria that will be
used to mitigate the site concerning stonn runoff.
Runoff from snowmelt is typically very large in volume but because it happens over a
much longer time period the peak flows are typically much less than a rainfall event.
Therefore storm water is defined in this shidy to be surface water that is a direct result
from a rainfall event. Rainfall events are defined from the probability of the rnagnitude
of an event occurring wi&in a grven number of years.
Storrr water management is concemed with two aspects of runoff: managing the quantity
of water to protect public safety and property from damage due to storm water flooding
and managing the quality of water to protect downstream ecology from daurage due to
. concentated pollutants. All flows are listed in units of cubic.feet per second (cfs) unless
: otherwise noted.
This shrdy will provide a brief description of the methodolory, a discussion of the
analysis performed, and the rczults of the analpis.
It is ttre intent of this study and the attached drainage plan to: 1) Convey safely through
the project site the 2i-year stonn evenl 2) Evaluate potential for damage to the project
site by the l0Gyear storm event and mitigate the potential damage where practical. 3)
Provide criteria for placing temporary and permanent erosion control measures.
Methodolow
The design of a storm water management plan begins with a calculation of the volume of
water that will be produced from a rainfall event. The SCS TR-55 method was used for
estimating the amount of runoffthat will occur. This method calculates runofffrom SCS
curve number, basin areq precipitation, and time of concentration
SCS Cunte Number
A curve nnmber is assigned to a basin that gives a relationship between the
amount of precipitation that becomes surface water and the amount of water that
is lost to infilhation, evaporatiou, or transpiration. The SCS curve number is a
function of soil tlpe, vegetative-coverfland-use, and antecedent moishrre
conditions. Because the land-use and the soil types vary through the drainage
basitu a composite curve number is assigned based on the weight of the area and
its respective curve number.
Basin Area
Drainage basins have the characteristic that any precipitation falling within that
area will drain to the same point of discharge.
MOT'NTAIN CROSSENGINEERING. TNC. I
Civll eird Environmental Consultlng end Design
E26 % Gmnd Avcnug Glanwood Springs, CO 8t601
P: 90.945.5544 F: 970.945.555E www.mountaincross-cn&com
Eiltibrt t0 prgp 4
Drainage Report
Rapids PUD
December 2ffi5
Precipitation
Extreme runoff events from urban areas in western Cclorado are caused by
cloudburst tlpe storms that are characterized by short pe.tods of high intensity
rainfall. The SCS Type II24-horu distributiou reflects this and was used for this
shrdy.
Estimating rainfall for engineering applications is based on the probability of the
magnitude of a storm occurring wiftin a return period. Voiume III of the NOAA
Atlas 2 maps for Colorado was used for defining desrgn storm rainfall depths for
modeled events at SMCGC The following table presents total precipitation
depths for the 100 and 25-year,24-hour events.
DESIGN STORM DEPTHS
RETTJRN PERIOD (vears)RAINFALL DEPTH (inches)
2s 2.O. 100 2.4
Time of Concenfiation
Manning's kinematic flow equation was used to estimate flow velocity. Length
and velocity of flow are used to calculate time. Three flow elements are used:
overland-flow, collector-channel flow, and main-channel flow. The parameters
needed to determine the flow elements include length, slope, Manning's "n"
value, and channel shape. These parameters were determined from topography.
Analvsis
The project was previously subdivided and a drainage plan and report was prepared. The
report is attached in the Appendix. That report identified various off-site basins that
drain onto the project. The following table summarizes the off-site drainage basin
characteristics:
Off-Site Basin Characteristics
Basin Area (ac CN
A 24.0 63
B 3.4 63
C 53.0 62
D 3.5 64
E s2.0 64
F t.7 66
The following table summarizes the on-site drainage basin characreristics:
MOUNTAIN CROSS ENGINEERING. INC.
Civil ond Environmental Consulting and Deslgn
825 % Grand Avcnuc. Glenwood Spdngs, CO El60l
P: 970.945.55,14 F: 970.945.5558 www.momtaincross-cngcom
,2
ErhlLle ra r
Drainage Report
Rapids Pt D
December 2005
Pronosetl Basin Characteristics
Basin Area (acl CN Tc (min)
I 4.05 84.8 22.O
2 8.83 77.7 37.3
3 5.33 8s.9 56.0
4 t5.34 79.4 '65.s
f,2.91 83.3 39.0
6 5.57 76.7 46.5
The flows for the basins were calculated using the SCS TR-55 method described above.
All calculatiorut are attached for review in the Appendix. Culvert sizes were calculated
using the flows generated from the Zi-year storm events listed above and Manning's
equation for open channel flow. The recomrnended pipe material, minimum pipe size,
and minimuur slope for each basin are summarized in the following table. Pipe rout[ng is
shown on the Drainage PlarL The 100-year storm event was compared to the designed
culvert sizes. Flo-wp, prpe degign, and l0Gyear impagts ar9 shown in the following table:
Basin 25-yr Flow
100-yr
Plow
25-yr Flow
Plne Deslsn
.Passes
1fi)-vr Circumstances
a.B-l{4.71 7.32 l8n Corr. @l%Mn Ycs wl l.2fL headwater
2 2.U 4.15 18" Corr. @l%Min Yes open channel
3 2.4t t.49 lEn Corr. @ l%.Min Yes open channel
5 r32 1.92 18" Corr. @ l% Min Yes ooen channel
c-r>E-F{4.50 5.86 18" Corr. @l%oMin Yes w/0.95 ft. headwater
Drainage channels are planned to convey concentrated flows througb the project from
culvert ends to the Colorado River. The ctrannel shape is intended to be a'1f'q1pe ditch
with 2:l horizontal to vertical side slopes with avarying depth.
Results
The existing culverts of 18" size are adequate to convey the design flows. Since there is
no potential for impact to downstream properties, no detention is warranted for this
project.
It is generally accepted that the most substantial concentration of pollutants, including
erosiorl occurs when the frequently occurring stonn produces limited ruroff. Permanent
erosion control measures will be employed using Best Management Practices. Erosion is
best conEolled at the source by revegetation of disnrrbed areas. End sections, and riprap
aprons are planned on the daylight end of pipes to slow and spread water. Erosion
protection is plarured for steeper channels to eliminate erosion for th: 2i-year storm
flows. Temporar-y erosion control measures are to be employed dur-ng construction
including the use of sitt fencing, hay bale check dams, and the protection of culvert inlets.
MOUNTAIN CROSS ENGINEERING. INC.
Clvil and Environmental Consuldng aad Design
826 % Grand Avcoug Glenwood Spring:, CO 81601
P. 9? 0.945.554 F: 970.945.5558 wvry.mountaircro$-cog.com
"*ffi:*"ffiil
December 2fi)5
The drainage plan for the site is attached that shows the project site and the plan for flow
routing. There is a certain amount of uncertainty in hydrologic calculations. However,
when conshucted in accordance with this report and the drainage plan, it is our opinion
that the design will safely convey the nrnoff flows and volume of the 25-year design
storm event for this site.
Thank you for the opportunity to provide this report. Feel free to call if you have any
questions, concerns, or comments
MOIJNTAIN CROSS ENGTNEERING. INc.
Clvil and Environmentel Consulting end Design
E26 % Graad Avconc Glarwood Springs, CO 8160t
P: 970.945.5544 F: 970.9455558 www.mounaincnxrs.€o!-com
#
i5 35964 i'i
ru#-i(p
E fiibif {A ED--- -
Appendix
On-Site Gurve Number Galculations
Basin I
Basin 2
Basin 3
Basin 4
Basin 5
Basin 6
176292.13
Roadways
Residential
Herbaceous/Open Space
384489.19
Roadwap
Residential
Herbaceous/Open Space
232176'.72
Roadways
Residential
Herbaceous/Open Space
668007.37
Roadunays
Residential
Herbaceos/Open Space
126571./ti}
Roadways
Residenti,al
Herbaceous/Open Space
24282s.12
Roadways
Residential
Herbaceous/Open Space
= TotalArea (sf)
N.OYo
fl).0olo
20.OYo
1fi).Oolo
Total Area (sf)
5.806
#Ao/o
57.$Ya
100.o%
Total.Area (sf).
7.Oolo
93.0%
0.0%
100.o%
TotalArea (sQ
5.9%
'[8.9%
45.2%
100.o%
Total Area (sQ
8.7Yo
71.Ooh
20.3%
100.o%
Total Area (sf)
3-'o,h
33.7%
62.8Y"
10O.07o
= Total Area (ac)
19.6
51.O
14.2
84.8 = GN
= Total Area (ac)
5.7
30.9
41.0
Tl.7 =GN
=Total Area (ac)
6.9
79.1
.85.9 = GN
= TotalArea (ac)
5.8
41.6
32.1
79.4 =CN
= Total Area (ac)
8.5
60.4
14.4
83.3 = CN
= TotalArea (ac)
3.4
28.6
44-6
76-T = GN
4.05
98
85
71
8.83
98
85
71
98
85
71
15.34
98
85
71
2.91
98
85
71
5.57
98
85
71
E fiibit {6 Page g
Map Number Description
40 Kim Lcam.3o/o$Yo
41 Kirn Luam, 6ofo-12%
Hydrologic Group
B
B
Overland Shallow Unpaved Shallow Paved
Basin Lenoth Elv Diff Slope Length Elv Diff Slooe Lenoth Elv Dlff Slope
1 170 10.00 0.06 670 4.5 0.007
2 300 10.00 0.03 345 I 0.023 355 2 0.01
3 300 2.50 0.01 605 3.5 0.006
4 300 3.00 0.01 830 3 0.004 270 2 0.01
5 300 10.00 0.03 526 3 0.006
6 300 6.00 0.02 385 2 0.005 390 2 0.01
mx---aB
-at
.lor
!DEo
-lJ
tmp#15 . txt
sheet Flow
Description I
Manning's n 0.1300
FIot{ Lenqth .. 170.0000 ft
Two Yr, 7q hr Rainfa'|l 1.00O0 in
t-and Slope . .. 0.0600 ftlft
computed sheet flon time ...> 15.3994
shallow concentrated rlow
oescriptionsurtace ...
rlovu tength
watercoursevelocity
computed
ml n
Slope
Paved
670.0000 ft
0.0070 ttlft
1.7008 fps
Shallow f'low time
** **:e*** * *** * * * * * ***** * ** **
* * ***** ********* * *:l* * ** ** * * *
eage 1
Ehlbit f0 F.gB t2
tmp#16. txt
sheet rlow
L
0.1300
300.0000 ft
1.0000 in
0.0300 ft/tt
Computed sheet flow time ...> 32.0076 min
sha]low concentrated rlow
oescri pti on
Manninq's n
r'low t-6noth
Tv{o Yr, 2q hr nainfall
uand slope ...
oescri pti onsurface unpavedFlolr Length .. 345.0000 ft
watercouise Slope 0.0230 ftlftvelocity 2.4469 fps
Computed Shallow flow time .>'2.3499
ShaIIow concentrated rlow
oescri pti onSurtace ...
mln
rlon tength ..
paved
355.0000 ft,. ' O:'010O f,tlft
2.0328 fps
uuatercouise slopevelocitv
computet shalloul flow time
*********************+*****
* * * **********ll* ***** * +******
Page 1
E 6ibit 16 Pagre i3
rmp#17. txt
sheet F'lov',
3oescri pti on
Mannind's n 0.1300
Floutr u6noth .. 300.0000 ft
Two Yr, 2q nr nainfall ... 1.O000 in
tand siope ... 0.0100 ftlft
computed-Sheet flow time ...> 49.5708 mln
shallol concentrated rlouu
oescriotion ..surfacL Paved
Flow tenoth .. 605.0000 ft
watercouise slope 0.0060 ttlttve'locitv 1.5746 fps
conrputetl shallouv flow time .>- 6.4037 min
** t **** ******* * ******* * * ***
******* ****** **** ** **** *** +*
eage 1
EIOIHI 16 Paoe ra
Sheet rlow
Descri pti on
Manning's nrlow tEngth
Two Yr. 24 hr nainfallRainfal'lnYo Yr, 24 hr Rainfal1
Land Slope ...
computed Sheet flow time
Shallovu concentrated plqu
** * **** * ******* ***** * ** * * * *total rime of concentration******* ****** *** * *** ** * **** *
tmp#18. txt
q
0.1300
300.0000 ft
1.O000 in
0.0100 ttlfr...> 49.6708 min
oescri ptionsurface unpaved
Floru Length .. g30.0000 ftvuatercourse Slope 0.0040 ft/ttvelocity ....:... 1.ord4 ipi'-computed shallow flow time .>'13.5563 min
shallow concentrated rlow
paved
270.0000 ft
O;OL00 ft/ft
2.0328 fps
eage 1
E ftibit i6 page tE
tmp#19. txt
sheet rlour
5Descri pti on
Manninq's n . 0.13OOrlow u6noth .. 300.OO00 ft
Two Yr, 24 hr nainfall 1.00o0 in
t-and siope . .. 0.0300 ftlft
computed- sheet flow time ...> 32.0076
shallor concentrated rlow
mrn
oescri Dti onsurfacb unpaved
Plorrr tenoth .. 526.0000 ft
watercouFse slope 0.0060 ft/ftvelocity ..... 1.2498 fps
compute0 shallow flow time .>' 7.0146 min
Unoaved' 525.OOOO fr
0.0060 ftlft
1.2498 fps
* ****** ***** ** * ** ** * **:t ** * +
****************************
eage 1
Eftibit 16 Fagp t6
tmp#20. txt
sheet Flow
computed Sheet f'louu time
Shallow concentrated plow
FIow tengti.
TWo Yr, 24 hr Rainfall
uand slope ...
oescri ption
Surface ...rlow tength
watercourse
...> 37.6434 min
Descri ption
Manni ng's ;'.
a
0.1300
300.0000 ft
1.000O in
0.0200 tilft
SIope
unpaved
385.OOOO f-r
0.0050 ftlttvelocity
Computed ifiiiil'ii;n'ii;e' : : : : : :........1:i1??.It.6243 min
shallow Concentrated Flow
oescri pti onsurface paved:' '. rJouu Length -SSO.OOOO ttwatercouise slope O.O10O ft/ttvelocity .... i 2.0328 fps
Computed Shallow flow time .>'3.1975 min
************* **************
*** * *** * ** ** *** *** *** ** ** ***
eage 1
bthibit tO page tZ
tmp#21.txt
Gr.rph'i ca'l peak oi scharge method
Given Input Data:
Descrl pt'ron
nainfa'l'l distribution .
conDuted Results:' rnitial abstraction,
Frequency
1
Type II
25 years
2.0000 in
4.0500 ac
85
22.0000 min
0.0000 % of lrea
0.3529 in
0.1765
579.0550 csm/in
0.7951 in
1.0000
2.9136 cfs
nainfall, P (Z4-hours)
Drainaqe area .
Runoff-curve number, cN
rime of concentration, Tc
Pond and Swamp Areas
IA
unit peak discharge, gu .nunoff, a ...
Pond and swamp adjustment, Fp ...peak discharge, qp ..
E Oiblt t6 page t8
eage 1
tmp#22. txt
Graphical peak oischarge method
Given
orainage area .....nunoff-,curve number, cN
Time of concentration,Tc ..pond swamp Areas
2
Type II
25 years
2.OfiX) in
8.8300 ac
78
37.3000 min
0.O0OO % of trea
0.5641 in
0.2821
395.5054 csm/in
0.4844 in
1.0000
2.6432 cfs
of
and
computed nesults:rnitial abstraction, rit r.ta/P .
unit_peak discharge, eu .Runoff, a ...pond and sw;rmp adjustment, Fp ...peak dischargb; qb .......
eage 1
3thib:t {8 Page tg
tmp#23. txt
Graphical Peak Discharge method
Given Input Data:
nainfall distributionoescription ..Rainfall distributi 3
Type II
25 years
2.0O00 in
5.3300 ac
86
56.0OOO min
0.0OO0 % of erea
0.3255 in
0.1628
35L.44L4 csm/in
0.8490 in
1.0000
2.4849 cfs
Frequencynainfall, P (24-hours)
Drainaoe'areC .
Runoff-curve number, cNrime of concentration, Tc ..pond and suramp Areas
computed Results:rnitial abstraction, rar'a/p .
unit-peak discharge, gu .Runoft, a ...pond and swamp adjustment, Fp ...peak discharge, qp ..
eage 1
:xhibit 16 Page 20
tmp#24.txt
Graphical Peak Discharge method
Given Input Data:
oescri ptionnainfall distribution
Frequencynainfall, P (z4-hours)
orainage area .., - -Runoff-curve number, cNrime of concentration,pond and swamp Areas
Computed Results:rnitial abstraction, ra
Type Ir
25 years
2.O000 in
15.340O ac
79
65.5000 min
0.O00O % of area
TC
I.a/P .unit-peak discharge, qu
Runotf, a ...
Pond and swamp adjustment, Fp ...peak discharge, qp .. ..,....
0.5316 in
0.2658
286.9592 csm/in
0.5225 in
1.0000
3.5937 cfs
Page L
Frhihif {G Drara rrc 'f
tmp#z5.txt
Graphical Peak oischarge method
Given hput Data:
Descri Dti onnainfall distribution
FreguencyRainfall, P (z4-hours)
5
Type II
25 years
2.0000 in
2.9100 ac
83
39.00O0 min
0.0000 % of erea
0.4096 in
0.2048
4Ll .O3O7 csm,/i n
0.6951 in
1.0000
1.3181 cfs
Drainage area .....
Runoff-curve number, cN
Time of concentration, Tcpond and swamp Areas
computed Results:tnitial abstraction, ratale .
unit-p-eak discharge, qu
Runoff, a ...pond and swamp adjustment, Fp ...
Peak discharge, qp ..
eage 1
Elfilbit t6 page 2?
tmp#26.txt
Graphical Peak Discharge method
Given rnput Data:
Descri pti onRainfall distribution
FrequencyRainfall, p (24-hours)
Drainaoe area .Runoff-curve number, cNconcentration, Tc
Swamp Areas
6
Type II
25 years
2.fi)00 in
5.5700 ac
77
46.5000 min
0.0000 % of area
0.5974 in
o.2987
341.5310 csm/in
0.4482 in
1.0000
1.3321 cfs
Timepond of
and
computed Results:rnitial abstraction, rata/p .unit_peak discharge, eu .Runoff, a ...pond and swamp adjustment, Fp ...peak discharge, ep .
Page 1
. E ftibit t6 pase 23
tmp#zE. txt
TR-55 Tabular Hydrograph Method
oescription ..::?::.::TTTY.
Rainfall oistribution .ta/p tnterpolationrotal Area .
peak rimepeak rlov
Given Input Data:
TyPe IIott
115.7700 ac
768.0fi)0 min
4.4992 cfs
subarea o/s subareas
oescription
Area(ac;TC
(mi n)
T:t
(mi n)
nai nfal I(i n)
62
64
64
66
77
E
E
6
E
c
D
E
F
6
s3.0000
3.5000
52.OOOO
1.7000
5. 5700
36.5000
36.5000
36. s000
36.5000
46.5000
0.0@o
o.0000
5.0000
0.0000
5.0000
2.0000
2.OOOO
2.fl)OO
2.ofi)O
2.0000
support Data:
rncrease CN and/or Rainfa'|l.
' tnfo: rime of concentration rounded to 45.0000 min in roryu <2>.tnfo: time of Travel rounded to 0.0000 min in ror <2>.
warning: ra/p > 0.5 in roryu <2>. rncrease cN andlor nainfall.
I,a/p = 0.5 used.- tnfo: Time of concentration rounded to 45.0OoO min in ror <3>.tnfo: rime of Travel rounded to 0.0000 min in rov <3>.
warning: ta/g > 0.5 in rov <3>. rncrease cN and/or nainfall.
llessaoes:fiarning: ta/p > 0.5 in row <I>.Ia/P = O.5 used.
I,a/P = 0.5 [sed.rnfo: Timelnfo: rime of concentration rounded to 45.OOO0 min in rovrl <4>.rnfo: time of Trave] rounded to O.fiXlO min in row <4>.rnfo: Time of trave] rounded to 0.O0OOwarning: ta/p > 0.5 in ror <4>. rncrease ctt andlor Rainfa]l.
I.a/p = 0.5 used.- tnfo: Time of concentration rounded to 45.0000 min in row <5>.tnfo: rime of concentration rounded to 45.0000 min in row <5>.
rage 1
E filbit l0 Page ? ^*r
mp#29.txt
TR -55 Tabular Hydrograph uethod
oesc.iption ..:Tlll.::T::Y.
nainfall ois:ribution
tale_ tnterpo'l ati onTotal Area .
Type IIoff
46.7900 ac
780.0000 min
4.7O7t cfs
peak
peak Time
FIoY
Given rnput Data:
subarea o/s subareas
oescri ption Area(ac)Tt
(mi n)
CN TC(min)nainfall(i n)
4
1
1
4
1
A
B
15. 3400
4.0500
24.(xx)o
3.4000
79
85
63
63
6s.5000
22.0000
55.5000
5s.5000
0.0000
5.0000
10.00@
L0.0000
2.0000
2.0000
2.OOOO
2.0000
support Data:
Messaoes:info: Time ofrnfo: Time oftnfo: time ofwarning: Ia/p
Ta/P = 0.5 used.tnfo: Time oftnfo: Time of
Warning: Ia/pla/p = 0.5 used.
concentration rounded to 60.0000 min in rorv <1>.Travel rounded to 6.O000 min in row <1>.concentration rounded to 24.OOOO min in rour <2>.> O.5 in row <3>. rncrease cN and/or nainfall.
Concentration rounded to 60.0000 min in row <4>.rravel rounded to 0.0000 min in row <4>.> O.5 in row <4>. Increase cN and/or Rainfall.
eage 1
Elfiibit i6 page ?
tmp#33.txt
Graphica1 Peak Discharge method
Given rnput Data:
Descri oti onnainfall disu':bution
FreouencvRaidfall, p (24-hours)
Drainaoe area .
nunoff-curve number, cNrime of concentration, Tc ..pond and swamp Areas
Computed Results:rnitial abstraction, Ia
+-
Type II
100 years
2.4000 in
8.830O ac
78
37.3000 min
O.0O0O % of erea
0.5641 in
0.2350
415.0568 csm/in
0.7238 in
1.0000
4.1451 cfs
ta/p .unit peak discharge, qu
Runoff, a ...
Pond and swamp adjustment, Fp -..peak discharge, qp ..
7#
eage 1
E Olblt 16 Page
tmp#34. txt
craphical Peak Discharge method
Frequencynainfall, P (z4-hours)
Drainaoe area .
Runoff-curve number, cN
Time of concentration, Tc .. 56.OOOO minpond and swamp Areas 0.0000 % of Rrea
Computed nesults:fnitial abstraction, Ia
Given Input Data:
Descri pti onnainfall distribution
r.a/p .unit -peak discharge, qu
Runoff, o ...
Pond and swamp adjustment, Fp ...peak discharge, qp ..
j
Type II
100 years
2.4O00 in
5.33O0 ac
86
0.3256 in
0.1357
360.6844 csm/in
1.1623 in
1.0000
3.4913 cfs
eage 1
Exhibit 16 Page 27
tmp#35.txt
Graphical Peak oischarge method
Given Input Data:
oescri pti onnainfall distribution .
Frequencynainfa'll, P (24-hours)
orainaoe area .
Runoff-curve number, cN
pond and Swamp Areas
conputed nesults:rnitial abstraction, Ia ..talp .unit-peak discharge, gu .
Runoff, a .......:.....
Pond and swamp adjustment, Fp ...peak discharge, qp ..
6
Type II
100 years
2.4000 in
2.9100 ac
83
39.0000 min
0.0000 % of area
0.4096 in
o.t707
430.9596 csm/in
0.9809 in
1.0000
L.9222 cfs
eage 1
E filbit l0 Pege 28
tmp#30. txt
TR-55 tabular uydrograph uethod
oescription ..::l::.::TTi:Y.
100-YRRainfall oistributionta/p lnterpolationtotal Area .
peak timepeak plow
Type rIoff
46.7900 ac
780.0000 min
7.3215 cfs
Given Input Data:
subarea D/s subareas
Descri pti on
Area(ac)TC
(mi n)
CN Tt Rainfall(min) (in)
4
1
A
B
4
1
1
r.5. 3400
4.0500
24.0000
3.4000
65. 5000
22.0000
55. 5000
55. 5000
0.0000
5.0000
10.0000
10.0000
2.4000
2.4000
2.4000
2.4000
79
85
63
63
Support Data:
Messages_:Into:
rnfo:Info:rnfo:tnfo:lnfo:tnfo:
ror <l>.
row <4>.
row <2>.
row <3>.
rime of concentration rounded to 60.0000 min in
Time of rravel rounded to 6.0O00 min in row <1>,time of concentration rounded to 24.0000 min in
rime of concentration rounded to 60.0000 min in
rime of Travel rounded to O.0O0O min in ror <3>.
Time of concentration rounded to 60.0000 min in
Time of Trave1 rounded to O.OOOO min in rorv <4>.
eage 1
E fiibit {6 Page 29