HomeMy WebLinkAbout1.0 Applicationa
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GARF IELD COUNTY
Building & Planning DePartm ent
1OB 8th Street,Suite 201
GI enwood SPrings'Colorado 81601
TelePh one:970'945'8212Facsimile:970.384.3470
ormFonitGaInoiISpApivbudS
GENERAL INFO RMATION
(To be comPleted bY the applicant )
NI 5o gD NI
F Subdivision Name:
(check one of the following tYPes):) TYPe of Subdivision
sketch Plan X Preliminary Plan -- Final Ptat
Telephone'. t+Eo Ab bb1
) Address
State: CP ZiP Code:8lb+-f F Ax:{iU23$3!9?
) CitY
t
hJ trlJ
TelePhone:
F Address:AX:
F Name of Enqineer: @usDnR'tE.S UNLIr(\I.TCiD 'XllC'
q1o q+55i25LTelePhone:) Address:
State: CO ZiP Code: fllbol FAx:1le-,3!l-438
) City: Gr€nrrcD SPeTJAS
) Name of Survevor:DrrlrDP- CLGil< Srre'uEYoF9 T+Jc"
t1oTelePhone
D Address:
State: @ ZiP Code:3&+-1 rPx_tlt"o=rtb
P CitY: NEr^) CASTIS
P Name of Planner:
TelePhone:) Address
P CitY:
AX:
Ite \us' 5K P sooS
I
ra1oL5
GENERAL INFOR MATION continued
TownshiP 5 S Range 9z t^)
) Location of ProPertY: Section G
oF
Practical Location / Address of ProPertY:
\s c)F uN?l .52-
erty to be Subdivided (in acres)::1
) Current Size of ProP
Created within the ProPosed Subdivision
P Number of Tracts / Lots
) ProPertY Current Land Use Designation
A1. ProPe rty's Current Zone District:
z oF
2. ComPre hensive Plan MaP Designation
ProPosed UtilitY Service:
) ProPosed Water Source:
) (See "Attachment C" to b e comPleted with Preliminary Plan APP|ication)
DisPosal ISDS
) ProPosed Method of Sewage 2-6o
) ProPosed Pubtic Access VIA ur}-tr{
c_t G-
) Easements:UtilitY Icr frn t2)
Ditch:
-_
+?tP ED
P Total DeveloPment Area (filt in the aPP ropriate boxes below):
$6 F
Bas Fee:Sketch Plan $325.00 Pre im PI a n 7 5.00;inal Plat $200
2
sch ed u, ed,: p,", J:li:ffi '.,lr"#i" $:,i:5i1l3" 3?Hl:l ?l'fl:fl ':ll "
re q ue st the
l"ppril'nt supprv
red inrormrli"l li:P""?""""1r=oi}I'ffiri"!:f#,5
once the apprication has b::_1j""med technicalY,,":"T,n"';t?.3:'#,"11h:SiriTii
X,il-ori.r'"ta',1[il:**Jii*inocommissi"ll't#til;t']-E*'H!'::"i[?ft
conduct a lano
i ".,,".,. s, Hl :;ry,fi fifififgflffi#]i*$*'flrlfl.ffiComPrehenstvt
[,.,":1:3
j,',:H:,itriililii'i11"fr:Tflil"Tl:*ryr1.]lliliS'"-;;oianoumwit
Commission containing the re-st
also be turnis#ji't 'j"uun"e
to the applicant'
A"heda'ieand'1In:ri!{:1,:!}il.f*11ff ,ii::ht"ft [{'i;fi $[*i,ffi 11will Present tl
i;;;***t:":'3'""ffii.'#Tn*ffi :Lti,l,:i.i:lf ,t'f ,:[l$rt*,t'mntthe Planntng
ir"or*"niand the PlanntP^ ts;;;;r""t for 1-1
["i"pt on fire in the et3nnln^1;;J#i';;;' not 'ln'111tf:t[:i:[';i;;'fiie wirr be
il,
" "i"
g c ",, L. i o n r ?'. tdJ J#
1t- - :li?#ii-.:#ihlJilnr;in L' "il;' Pi';"'P,,,?"R3[i[:11 Y,11il;; to ieapprv
closed and tne :lY:."^:".
!'i"
tt"Ji*in"w Plan review'
B) Preliminarv Plan Review (Section 4:00 of the Subdivision Regulations)
1.ry**ig"na;ihtg*$5Mu.i;fi fr+T-t'*ffithe many 'spe"tt
that are assoclateu ":": -''
nlin'e"''Iffi
[i"Fl.ilftiiffi [id[ffii,#*,,T.',,,i#
intensive re
and the Boi
the issues
requireme"il u [il;tgy
r ]1? t[T:fft,ll:' tIffiffi 'z;;::9
- Xt"t" and rocar re{errar
'';"il?il?fT3.'r*fl'Jl'Je^[ ;'iJ;i"z6oo, t HJ ,1L:IX,ffi;';;;;* rni' is the
a s e ncie s,i ;i*;'i ; rov id-e corn
H ::;ir3Yff;n,iil q' "'t'
iiJtl*1nat will either annro
4
appcant\""*,u*I:'"*1'.:ifi ,ffi
:Ii:"l,ffi :.'""1d,:1d{$]*q;ff;.iffir what additional i
lbbri'unt l" ;;;i i; "*'1r^Ii3:*!'***?'t-HJro.],j1fi"f[B5*',"*gtl
", "-r"e and a date hu:- !.?:
3rri p, "e
=
r, fprflltmffi';t*ffiffiffiffiStaff will conc
ffi :tt*'3;:'fi"Jr;l"i??33:,,,,;;i;'""r":**"*[1ff;,1**ffJ*a*s
[::t!6*"3,lf,Jl}:i4[,ffi*+T,,,:,1: r.,,n"-"op can "pT,", i"in" pub c
Commission .,'*'fi"J,r-o ne furnisned in advance tL' rrrv -rr
Memorandun
f *;,""i::,:ffi 6::[{rii:r#";rT1.Hxili"di!iifi"""ffi H,,ffit"ioee::n11llnJf,5::"h{*glff :';r}n#ll*}ii3:."#J#?.:APplicant wuJc"rP-6F$,Hff$#:ffi:'ffff g-t'u6ffidenial to tht
reoular Pub
Ptinning S
aPPlicant' .a
regarding th@,.Frt uP*-- -
;;"Y the aPPlication'h"H
*ruru:.fi
shall be va
or conditio
bY the Bc
informattot
ltilri;,:l"il;p"6i:-,#i',,fliffi ,:ili1
and Reco
required to conlP'"Le Lr '|- -'
Plat Review'
C)FinalPlatReview(Section5:00oftheSubdivisionRegulations)
l.purpose is to p,o"j1"^-l["rr??:[?::i'i!"a
inffi'p"':,T,il:i.iiirr**;lrl=*i+*t,t*****,*'getstfl
mechanism tc
l'n" pilii*''':g;;;?:"il:-r$Bb:TniJ tlins the
the Planning I
6
lha ve read the statements above
to the
and have P
best of mY
rovid ed the required attached information
knowledge
which is correct and
(Sign p
4 o
Last
8
Page 1 1
FORM NO
GWS.76
0212005
E'#Lll*n tr oryf*RL'o
WELL PERMIT NUMBERS
f] MUNICPAL
BAssoclATtoN
E! COMPANY
FOR
tr DISTRICT
NAME
LETTER OF
-7€a ,(
Gallons Per DaY Acre-Feet Per
1
ATTACHMENT C
phone - lnfo (303)
Sectio n 30-28-133,(d),
ln of
,,
STING PARCEL AS
Option al GPS Locati on: GPS must use the following settings:Fo rmat must be
PrinciPal Meridian: Rsixth
Unit
must be meters , Datum must be , UPit must be set to true N'tr Zone 12or
NAD83
8. PLAT-Location of allwells on ProPertY must be Plotted and Permit numbers Provided'
hand drawn YES or N
or W
Su s
A. Was Parcel recorded with county Pri or to June 1,1972?E YEs orflNo
B. Has the Paree,l ever been part of a division of land action since June 1'1972?B YES or E No
d
lvt SI
or
th
114 ol the NE 1/4'Section %-,TownshiP ENorE[s, Range q2-
P - lncl
New Mexico Ute Costilla
INEER
htto:/lwww'water'state'co'us
evidence that a waier suPPlY that is
of
LOT
or
EEorB,W
UTM, Units Easting
E Zone 13
ENEW WELLS -
6.
7
2 D
3. NAME OF EXI
tf
HOUSEHOLD USE # Of UNitS
ofS'F
COMMERCIAL USE #
-
IRRIGATION + of acres
STOCK WATERNG #
-
Of hEAd
OTHER:
totnt
11.
B SEPTIC T
E uncooN
E ENGINEEF.ED
tf
1
r^oposeo loutte*s
tr ALLWIAL
E] UPPERDAWSON
E LOWERDAWSON
tr DE}I\IER
- (CHECK oNE)
E} UPPER ARAPAHOE
E] LOWER ARAPAHOE
E] LAFAMIE FOX HILLS
tr DAKOTA
tr ortlER:
WATER COURT DECREE CASE
NUMBERS:toF
IS
or o
GENTRAL
DISTR,ICT
SYSTEM
NAME:
S
ourbe tr
1 FIELD
SYSTEM (nttactt a copY of engineering design')
N VAULT
' "tt?*'oN sEwAGE HAULEDTo:
OF THE STATE
Fax (303)
co 80203
866-3589
I,Denver'
to the CountY'"Adequate
STATE
the aPPlicant submitthat to
TABLE 1
North 27 Subdivision of Lot 4' Simon Subdivision Exemption
TOTAL WATER *,OU'*,MENTS TON iPNINANNV UNITS AND 5 ADU's ON 5 LOTS
LawnDomestlc
LawnDomesticMonth
0.05
0.08
0.06
0.07
0.08
0.08
0.07
0.07
0.00
0.05
.00
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.00
0.00
0.00
0.01
0.02
0.02
0.02
0.01
0.01
0.01
0.00
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0
0.31
0.28
0.31
0.31
0.33
0.33
0.34
0.33
0.32
0.32
0.30
1
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.0.
0.00
0.00
0.01
0.02
0.03
0.03
0.02
0.02
0.01
0.00
o.27
0.30
0.29
0.30
0.29
0.30
0.30
0.29
0.30
0.29
I
JanuarY
FebruarY
March
APrll
May
June
July
August
SePtember
October
November
3,0.1t-s -->0.3
--oQ!-0.082
t
# of Primary Resldences
# osrsons/resldence
i's11"#'""$"gi%ommen,ar
sq. Ft. of Lawo lnlgated
Lav*r APPllcatlon Rate (af/ac)
% Lawn lnlg. EtllclencY
GonsumPtlon of lnlg' (af/ac)
#of Uvestock@ 1t gals'day
I (4 Prlmary unlts, 5 ADU's)
3.5
100l5
2000 (500sqftPerlot)
2.847
80
2.277
10
NOTE: 1 resldenoo wlth 500 squsfe feet of lanrlscaplng on \9-t4^9f
the slmon suMlvlslon Exemption was
incruded rn the Rulrng of rhe Refere;t;r;fi 6ase No. oodviigol in.ruded lrgre are 4 addltlonal
prtmary dwel[ns unns and s accesslrvffitiiil;G prut iodi'illiitti 'r
landscaplng on each of
..RESCtt,RcEEt{olNEERtNo.lNc.xeoColondoAr..olrrrrwdSprlqo.@sl@t.p7q0$.8mi
SoJul.oil
8t3t.0hvrEcq thrrc 2x'b3
3
0.r@lI
a
GARFIELD COUNTY BUILDING AND PLANNING DEP
AGREEMEN',I# i,#;"#Io*6hall be sub
ARTMENT
R.K.
APPLICANT
Date:
,A
o
e
A.(RK-
Print Name
Mailing Address:
Page 4
FIGURE 1
LOCATION MAP
Peach ValleY Orchard Subdivision
A Portion of
under the
and Simon Subdivis iln ExemPtion
Home Owners
30
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FICE
4, tNcF]ESOUI
T-I]GINELFiIN
a
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Ui;i"l "J',I, ii,r ?l"H ". i r, on
lf You have any questions
SincerelY,
BESOURCE ENGINEERING' INC'
JMCfmc
f ilg:8 1 3- 1 'O filc:8l 3\l 'ovullns 2of2ltil'port'wPd
attachments
November 23'2OO2
Page No' 3 of 3
, P.c.
or need additional information please let me know'
trESO URCE
6 IJ rl (:
OKgTCH PLAI{
SUBI\,IITTAL
N 1 S
t.
'-GRqy A, !(rR( , )-''ruE A' KrR(- ''
Ne; cASTL-e "
eo gb+1
1A{-8o Ab 2oa
Apnlicants
Submitted
G^(Y 6 . KTRK
+hl"z
SUBDIVISION
flBf i-l'f{'Yr PIan
Plat
APPI,ICATION FORM
7
F}ooE A req
SUBDIVISION NA}48:
ENGINEER'/
LOCATION:
r
N of rh 27 LL
OWNER:
PLANNER/SURVEYOR:TownshiP
Sec t' ion
WATER SOURCE:
SEWAGE DISPOSAI'METIIOD:
PUBLIC ACCBSS VIA:
EXISTING ZONING:
EASEMENTS:
UcilitY
Ditch
TOTAI.' DBVELOPMENT
AREA:
Number
id ri aI
in8, Inc '
\I Ran9e
sq.
sq.
Engineer
Acr es
Acres
(r)
(2)
(3)
(4)
(s)
Res en
Co
In dus
Pu bI
S ingle ramiY
ffi""':i'?,:i:'
t.ci aI
tri al
ic Ua s1-Pub I ic
f t..
fc.
en S a Ce Co n
TOTAL:
PARKING SPACES:
Res idenEial
Commer c ia].
!
3 Min.
A rea
^7 q^
December20' 1999
Mr. Jefi taurien
UllJ1ifilit 3iltJSS
and Prannin s De pa rtment
LTft::E i-ng'' co 81601
RE: ft:IE*tJ:Hffifhnsubmittar
DearJeff'
''? ttcoreaserrndr 5*r$ffil:%:i':':,ffi[i
ff.:}:ril"ffili|fH:Ijr:H,fiil#E'?F:
:::f,Sf"?"JJl%'fl:?#ffi
T["]'f;ffiL'i=SXi?$X"u,"'o"'@mprete'raddedan
,,;Iffi;5xfffifi$fuiffi*s-5r"ffi:$'ffi8?Ht"i'J'fr:3:i'r#
Shouldyouhaveanyquestions,pleasedonothesitatetocontacfme.
R FIESO URC ECON SULTAN TS,LLC
RESOURCE CONSULTANTS' LLC
?/tr
PaulC' Cunier' P'E'
PCC/Pcc
Sincerely
WATER
@:
Attacl'rments:
12-2O99Prd Phn
5f.1-z\2
John Cunier -John Schenk, Esq'
Revised Preliminary Plan
Subrnittal'd@
Submittal Dated December 20' 1999
244 Hutton Ave''Rifle, CO 81650 PH / Fax (970)62**33 pcr,rmer@bwn'net
PRELIMINARY PLAN
SUBMITTAL
APPlicants
John M' Currier
2110 Bennett Ave'
cl"";;d SPrings, C9 81601
(970) 945-8063
Paul C. Currier
244Hutton Ave'
Rifle, CO 31650
(e70) 625-s433
21 D
Submitted
December 20,1999
@
n1
a
t
1,
1,,i'
NORTH 27 SUBDIVSION
canrlruo couNw,
"919RADOFnell rrr rrtrARY PLAN s uB M lrrAL
DECEMBER 20, 1999
Page 1 of6
The forowing preriminary pran information is provided to futfi, the requirements of
Garfietd County's piJiirii,Lw Fr"n sri',itt"l tot tire North 27 Subdivision'
lnformation is presented in the same order as the Garfield County Subdivision
Reoutations. rne-Srooiririon negur;i;r
'are
listed in regular type face- Preliminary
;;'J[;';*"i-inrot'"tion follows in bold tvpe face'
===== = = = = == = == = = =: = = = = = = = = = = = = = = = = = = = = ==--==== = = = = = = = = = = = = = = = = = = = =
4:50 PRELIMINARY PI-AN MAP
The Preliminary Plan maps are included as Drawings 1 through 4 of 4 of "North 27
Subdivision, preliriin".V-pl, n Sr'mitti,J
-a"t"O N;vember 20, 1 999'
Sheet 1
Sheet 2
Sheet 3
Sheet 4
Location and Plat MaP
Road Plan and Profile
Drainage Plan
Utilities Plan
4:60 ADDITIONAL IN FORMATION
The following information shall accomPanV tlre.1re111nary Plan:
A. proposed t";;';i reservatio;# dedications of sites for public
and/or @mmon facitities or use' if any;
Reservations and OeOications a?e included ' as Appendix A'
pubtic and common facilitie"'ii"rrJ" onty roads, domestic water
B. o"i"tiptidn oi"nv'pioposedphasing plan' if-any;-4 infrastruc,ture is
Only one phasl' is proposJ."inll"fi"tion'of infrastruc'ture is
Pf",in.a for the sPring oJ 2000'
c.Evidencethatalllotsandp",."r'createdwillhaveaccesstoapublic
right-of-way, " t"q'ired by Colorado state law;
public right-of-way """.""-'i!--pr-orio.a _ri" the covenants
(Appendix Ai;;J;; indicated on.the Drawings'
D. Total numo# li'Jt"r;:';i;ff:;reet partins spaces' excludins those
provided for single-famity residential use;
Minimum of three (3) Per Lot
E. Evidence d;i";t ;;;= gf. the proposed subdivision, which may
invotve soil or topographicai- conoitions p.resenting hazards or
requiring special precautionr, n"u-"-'b""n lo"ritin"d, and the proposed
uses of these areas are compatible with 1u$ conditions;
See Geote"f,ni""f "nd
Geoiogic Report' Appendix B'
F. Radiation evatuation for area""to. pot"ntilt raoiation hazard to future
land use; and
NORTH 27 SUBDIVSION
GARFIELD COUNTY, COLORADO
PRELIMTNARY PLAN SUBMITTAL
DECEMBER 20, 1999
Page 2 of 6
4:7O
Potentiatradiationhazardsintheproposedsubdivisionareaane
on-site disposal of uranium milt iailings and mine waste'
Geologic formations in the area ane not i significant source of
potentia! raOiaiion hazards' The area has been farmed and
ranched =in"" in" ""tty 1900's. No evidence of mining or mine
retated activities are ,i=iur" on the site. Similarly, review of aerial
photograprrs "rait"ote
from the soi! conservation Service did
not reveal "nV;il retated activity' Atso, no-.portion-of the
pi.p"ttv h"= ;;;-ftviously developed' olltel than for farming
purposes.Therefore,concernsrelatedtooff.siteimportofmine
retated or. oi m:it-'related tailings is minimized' Afiirmative
evidence of the't-""r of a radiation hazard is a water test of the
nearby simon wJi (eoo feet upgradient of the property] du-ring
the summer of 1ggg. This test rhoweo gross uranium levels in
water less than-tt " ptoposed EPA guidelines for safe drinking'
Atso, see Ceoiectrnidal and GeologicReport' Appendix B'
G. A title commitmentfor property to be developed; and
see appenoii'i.-iiti"'cormitment for North 27, LLc- The
subject prop"ffiis owned-Dy North 27' LLC' Sole owners of
North 27, LLC lre the appliclnts, John M' Currier and Paul C'
Currier.
H. fitn"i"-i" a subdivision of a section require!, a copy of the finalwork
' '
ineet shalt be provided for approval by the county Surveyor.
None required.
SUPPLEMENTALINFoRMATION:GEoLoGY,SoIL,VEGETATIoN
AND WLDLIFE
lnformationonthefollowingcharacleristicsoftheareap',.?9,':1.f?I
subdivision snal be ii,o*n-gr"phicaly and/gr.by reports, whatever ts
appropriate, for ";fi1"i"'o-esiription
of existin! conditions' and shall
include:
A.Geology.Descriptionand/orillustrationbya^registered
professionat engineer licensed by the Sfte of Colorado of
bedrock liu,ob-gi and the itratigraphy of overlaying
unconsotid;la iirt"ri"lr in sufficient detail to indicate any
potential tr"np'L^t problems resulting ft".'....9'":-l!Y-1f:
subsidence, inttiUility in road excavations and fills, expanslve
soits, drainlg" p"tt#s, struclural bearing strength, or the like;
No seolosi;-;;;rlii" "riJt that prectule. construction of
singtefamilyresidencesandassociatedagricultural
outbuildinls Lompatible with rural residential I agricultural
areas. SeJGeologic nePort' &P@'
B. Soils - ,*-t jescrlpiion'of soil tyFes-and their boundaries
based on the National Cooper:ative Soi! SYryty' U'S'D'A- Soil
C;;.;trtion Service, and including a table of interpretations;
NORTH 27 SUBDIVSION
GARFIELD COUNTY, COLORADO
PRELIMTNARY PLAN SUBMITTAL
DECEMBER 20, 1999
Page 3 of 6
c
D.
Soils are easity buildable, but will tikely require engineered
individuat septic systems due to a high ground water table.
See Soils DescriPtion, &!gg!!21.p.
Vegetation - Map and d-escription of plant associations following
pr"-"ti."r of th6 Soil Conservation Service and including a
ieicription of adapted materiats and the location of major tree
masses; and
vegetation is a mixture of naturat and agricultura!. wildlife
imiacts and the potential for enhancing wildlife h-3s been
evaluateA. No impacts to critical wildtife habitats will occur'
V"!"Ltion description is inctuded in the wildlife report,
Appendix E.ffid-ti-- Description of witdlife habitation, including big game
irng;" based on the mapping practices of the Colorado Division
of \Mldlife.
See Appendix E. Wildlife Evaluation'
SU PPLEMENTAL I N FORMATION4:80
4:90
4:91
A drainage plan, at the same scale as the Preliminary Plan and prepared
by an eigineer registered in the state of colorado, shall depict the'
tollowing information in graphic and/or written form-
A. Existing water @urses and lakes;
B. Limits of triUutary areas, where practical;
C. Computations of expected tributary flows; and
E. Design of drainage facitities to pievent stgnT waters in excess of
histo-ric runoff iroir entering, damaging or being canied by e,;sting-
drainage facilities, and to preveni major damage or flooding of
resideices in a one hundred (l 00) year storm, showing:
1. Area subject to inundation; and
2. Location and size of proposed culverts, bridges, ditctres and
channels.
SeeDrainageReport,AlPgEiEandDrainagePlan'Sheet3'
Drainage iJ via ;xisiin;laEin-ages. A drain.age swale will be
constructed along the iorth (upper) end of the subdivision to
divert potential iOO y""r snLdt- flows away from developed
areas.
SUPPLEMENTAL INFORMATION: UTILITY PLAN
A water supply plan, at the same scale as the Preliminary Plan, shall
provide ne ioilowing informatigl il graphic alqor written form:
Domestic water rnilt u" provided iia'an 8/25 ownership in t!9 public
water supply system owned and operated by the- PVO/SSE Home
Owners Aisociition. North 27 Subdivision is an existing member- of
the PVO/SSE Home owners Association. Requirements of this
section 4:91 are fulfilled by the Public water System review by the
NORTH 27 SUBDTVSION
GARFIELD COUNTY, COLORADO
PRELTMINARY PLAN SUBMITTAL
DECEMBER 20, 1999
Page 4 of 6
Cotorado Department of Pubtic Health and Environment. Further
information is included in the Water Supply Report in Appendix G.
A. ln all instances, evidence that a water supply, sufficient in terms of
quality, quantity and dependability, shall be available to ensure an
adequate srppty of water for the proposed subdivision. such
evidence may include, but shatl not be limited to
Not applicable
1. Evidence of ownership or right of acquisition or sue of
existing and proposed water rights;
2. Historic use and estimated yield of claimed water rights;
3. Amenability of existing right to change in use:
4. Evidence that public or private water owners can and wal!
suppty water io the proposed subdivision, including the
amouht of water available for use within the su6ivision by
such providers, the feasibility of extending service to the
area, proof of the legal dependability of the proposed water
supplyandtherepresentationthatallnecessarywater
righii nave been obtained or will be obtained or
aOludicated, prior to submission of the final plat; and
S. Evjdence conceming the potability of the proposed water
supply for the subdivision.
tf a centrai iuppty and distribution system.is to be provided, a
general Oescriiiion of the system, as designed by a Colorado
iegistered engineer. tn addition: Not applicable
1. Nature of the legal entity which will own and operate the
water system; and
2. Proposed method of financing the water system'
!f connec{ion is to be made to an existing water system, a letter
from an authorized representative of said system stating that the
proposed development will be served, and evidence from either
ihe'Colorado Staie Enginee/s office or Water Court, Water
Division No. 5, that thsexisting water system presently possesses
an adequate tegalwater supply to serve the proposed
development;
North 2Z SuUAlvision witt be connected to the existing public
water system which already serves Lot 4 of Simon
Subdivision Exemption (Lot 4 is the subject property
proposed for subdividing). See Appendix G, Water Supply
Report.
lf individuat water systems shall be provided by |ot owners, a
report indicating the Lvailability of ample polable ground water at
reasonable Oefns throughoui the subdivision and the expected
quality and long-term yield of such wells, with the written report by
; registered professional engineer licensed by the State of
Cololdo, quatitied to perform such work; and Not Applicable
lf applicabte, a Ptan of Augmentation and a plan for subdivision
watei suppiies, as required by law, with the supporting
engineering work signed by a Colorado registered engineer, shal!
B.
C.
D.
E
NORTH 27 SUBDIVSION
GARFIELD COUNTY, COLORADO
PRELIMINARY PLAN SUBMITTAL
DECEMBER 20, 1999
Page 5 of 6
4.92
be submitted by the applicant, even if the applicant is not the
actual supplier of water. Not Applicable'
A sanitary sewage disposal plan, at the same scale as the Preliminary
Ptan, snitt proviOe the following information in graphic and/or written
form
A.
B
lf a public sewage disposal system is proposed evidence that
provision has been maO'e for a idequate sewage treatment works
ior the subdivision and, if other methods of sewage disposal are
proposed,evidencethatsuchsystemswillcomplywithstateand
io"it lr*" and regutations; Not Applicable
lf a sewage treatment works is proposed, a general-description of
the cotbaion system and treaiment facilities, as designed by a
registered proflssional engineer ticensed by the State of
Cdlorado. ln addition. Not Applicable
1. Copy of a compteted, but unapproved, Colorado Department
of 'Health waste water Treatment Plant site Location
Approval APPlication;
2. Naiure of the legal entity winch shall own and operate the
sewage treatment works; and
3 . prop6sed method of financing the sewage treatment works;
lf public or private sewage treatment facilities are to be provided
uy rn existing district or through connection to an existing sewer
iistem, evidJnce that the treatment facility or system. can and will
piovide adequate sewage treatment for the proposed subdivision.
ln addition: Not APPlicable
1. Letter from in authorized representative of the facility or
systemstatingthattheproposeddevelopmentcanandwill
be served;
2. Nature of the legal entity which will own and operate the
sewage treatment works; and
3- propoled method of financing the sewage treatment works;
lf no ceniral sewagi treatment wort<s is proposed.and individual
i"*"g" disposat slstems will be utilized, a description of sewage,
the dr:sposal means, as well as evidence as the result of soil
fercotailon tests and produce excavations to determine minimum
seasonat ground *"i"r level and depth to bedrock shall be
provided. ln addition:
1. lndicated by location on the plat,
Z- performed- and signed 6V a registered professional
engineer licensed by the State of Colorado;
3 . AdLquate in numbei and location to meet requirements of
theGarfieldCountylndividualsewageDisposal
Requirements and thi Colorado Department of Public
Heatth,WaterQualityControlCommission;and
lndividual Sewage Disp-osal Systems are planned. See
comments following paragraph "E" below'
c
D
NORTH 27 SUBDIVSION
GARFTELD COUNTY, COLORADO
PRELIMINARY PLAN SUBMITTAL
DECEMBER 20, 1999
Page 6 of 6
4:93
4:94
E. lf individual sewage disposal systems are to be utitized, a
proposed management plan for the operation and maintenan@
of on-site systems shall be provided-
Sanitary Sewage Disposal wil! be disposed of via lndividual
Septic Disposal Systems (ISDS). See Appendix B, Geology
and Report, and Appendix H, ISDS Management Plan-
Percolation test results, which are included in Appendix H,
are within acceptable ranges (47 to 52 minutes/inch).
However, high groundwater may require engineered septic
systems.
Because of the potential for high groundwater, the
applicant is proposing trickling filter septic tanks, combined
with effluent filtration and disposal bed dosing. This
technotogy maximizes nitrate reduction which improves
protection of groundwater quality. lt also extends the life of
absorption fields.
All utility and road plans shall be marked "Not for Construction".
As noted on the drawings.
Off-site road impacts shalt be evaluated for subdivisions through
completion of a traffic study identifying the volume of traffic generated
from the development, based on Trip Generation Rate calculations
utilizing the most cunent tnstitute of Traffic Engineers, Trip Generation
Manual, to establish an Average Daily Traffic (ADT). The road impact fee
shatl be estabtished as a result of entering the applicable data identified in
the Road lmpact Fee calcutation Work Sheet located in Appendix A
(Appendix n bt tne Garfield County Subdivision Regulations). A traffic_
study is included in Appendix l. Per discussions with Kit Lyon of
the Garfield County Planning Department on November 12, 1999, the
County witl prepare the Road lmpact Fee Worksheet (AppendixA of
the Preliminary-Ptat documents). ADT is 10 trips per household per
day.
NORTH 27 SUBDIVSION
GARFIELD COUNW, COLORADO
PRELIMINARY PLAN SUBMITTAL
DECEMBER 20, 1999
Appendices
AppendixA- -Decla'3H'rTfr"E?lXlllr" and Dectantion or covenants, conditions
and Restictions for a Podion of Peach vatley Orchad and Simon
subdivision Exemptions, Gartied County Reception No- 546583
Letter frcm Genia nri"rt, Esg., RE Road Access Easemenfs
Apourtery(. to iimon sioaivision Exemption (last 2 pages of
Appendix A)
Appendix B - Geologic RePort- (lettei report, Hepworth-Pawlak Geotech, lnc')
Appendix C - Title Commitment for Lot 4 of Simon Subdivision Exemption' for North 27'
LLC
Appendix D - NRCS Soils Data, from Sketch Plan submittal
Appendix E -wldlife
[:i5,"r1"J"rt, NatureTeclr cqnsultant Services, lnc')
Appendix F - Drainage RePort- (letter report, Resource Engineering, lnc')
Appendix G - Water Supply Report (letter report, [a]elnesource consultants, LLC)
- Appticati6n io C6rorriro oepartment of Public and Environment (CDPHE)
for a Potabte, puutic water supply Systeryr for."simon subdivision
Exemption ana- ieach Vatley O|cniA Subdivr'sr'on," August 24,
lggg.DocumentincludesanoperationsandManagementPlan
for the sYstem'
AppendixH-PercolationTestResuttsand|SDSManagementPlan
1f"tt"t report; Water Resource Consultants, LLC)
Appendixl-TrafficStudyandRoadlmpactFeeCatcu]ations- -lletier
report, Water Resource Consultants, LLC)
NORTH 27 SUBDIVSION
GARFIELD COU NTY, COLORADO.-
PRELIMINARY PLAN SUBMITTAL
DECEMBER 20, 1999
Appendix A
Dectaration of Covenants
Declaration of Covenants
for
North 27 Subdivision
This Declaration is made this day of 2000, by North 27 LLC (hereinafter "Declarant"),
WTINESSETH:
WHEREAS, Declarant is the owner of that certain real property described on Exhibit "A" afi'ched
hereto and incorporated herein by this reference, which property is platted as North 22 Subdivision,
Garfi eld CountY, Colorado'
NOW THEREFORE, Declarant hereby declares that the real property above-described is and shall
be held, fiansferred, sold, conveyed and occupied subje{ '-tr" cov€nants' restrictions and easements
(*ii.*f""ly refenedto as "covenants") hereinafter set fortlq which covenants sball run with the land and
il" Uinairrg-on all parties having, or acquiring any righq title or interest in said property or any part
il;f, ,ffi"io, ,".or.or, -d assigrs ana srat inure to the benefit of each owner thereof.
Specific Reouirements for Residential Buildinss. Subject to goverffnental regulations, all
buildings p1"."4 "rnta, altered or permitted to reTarn on any [.ot on the property described in
Exhibit *A, which are intended for human habitation shall be constructed of new construction
materials, exc€pt for the limit€d use of antique treaffients, fixtures and accessories' For
residential buildings, no builrling or structure originally constructed in uihole or in part at anothrr
location shall be Aor"a onto and set on any LoL provided that kit, post and beanu panelizd log
and similar homes which are designed and intenaed to be erected on a piece by piece rather than a
substantially completed unit basis-(l to l0 units), may be permitted to be erected on each Lot'
specific Requirements for Ancillary Buildings. lubject to govemmental regulations' all
buildings plat.t"tud, ult".td o, p.t^itt"a to remain ol T-Y Lot on the.property described in
Exhibit '6" which are intended for use as accessory 6v"ettings' guest- houses or for use as
ancillary buildings or out-buildings for no4-residential use, e'g' agricultural' farn and ranch
buildings, shall b-e congruent with lhe rural residential / agricultural nature of the Silt Mesa area'
Common construction materials such as concret€, steel and woo4 *U i""1uding straw bale type
constructiorL shall be permittd provided each building meets the following requirements:
l.) No structure shall exceed eighteen (18) feet in height as measured from the lowest point
of the existing ground surfal as it exists under the fooprint of the proposed building to
the highest poirt of the roof or roof ridge, wind vanes and minor decorative items being
.*""pi"a from this height restriction. Saia existhg ground surface shall be as defined by
contour elevations at the time of final plat approval, e-g-,1999 land elevations'
Z.) No enclosed or partially enclosed structure shall have exposed roof orland siding
materials constructed in part or in full with higtly reflective metallic surfaces,
specifically, galvanized sheet metal or galvanized Quonset style sheds or other materials
which are hil6y reflective. Livestock accessories, such as feeders and watering tanks
less rhan t feit in height shall not be subject to this limitation.
3.)
State of Colorado
County of Garfield
For ancillary buildings, no building or structure originally constructed in whole or in part
at another location .tat u. moved onto and set on any Loq proyrded that kit, post and
;r.-, paneltzd,log and steel buildings which are designed and intended to be erected on
a piece by piece ,utl,", than erected on a substantially completed unit basis (l to 10
units), may be permitted to be erected on each Lot'
It is ttre intent of these declarations to eliminate eyesores from occurring on and within each and
;;;*, ;thin the Subdivision. Keeping with the rural residential / agricultural setting of the
Subdivision, an eyesore is hereby defined i", but not limited to: rubbish or refuse that is new or
has been previously used on the Lot or elsewhere, that is being stored temporarily or permanently
;6;;; portiontf the Lot, and is visible from any other portion of any adjacent lot within this
Subdivision or visible from any Lot within the ieach Valley Orchard Subdivision or Simon
Subdivision Exernption. common agricultural and building materials, which are currently being
used for the development and conJruction of appurteirances for a specific l-ot, e'g' feocing
material, building supplies, agricultural and allowed livestock accessory equipmen! shall not be
interpreted as in violation of this requireme'lrt'
Junk vehicles, equipment, appliances and portions of vehicles, equipment, appliances shall not be
stored for more than four (4) months duration unless they are contained in enclosed buildings
away from vrew.
Existing Declarations
In addition to the above covenants, North 27 Subdivision shall be subject to the existing 'Grant
of Easements and Declarations of Covenants, Conditions and Restrictions for a Portion of Peach
Valley Orchard and Simon Subdivision Exemption " recorded June 3, 1999 in Garfield County in
Book I l33,Page 54, Reception No' 546583'
EXECUTED the day and year first above written'
North 27,LLC
Manager
BY
)
)
)
ss
Theforegoinginstrumentwasacknowledgedbeforeme,his!ryof
WITNESS mY hand and official seal
My Commission exPires:
Notary Public
Exhibit A
TEGAT DESCBIPTIOTT
Our Order No. GW231533-5
kT*la, oF LAND struArED IN THE NEI/4NE1/4 oF sEcrloN 36' To*NSHIP s sourH'
RANGE 92 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNINGATAPOINToNTHEEASTLINEoFSAIDNEI/4NEI/4WHENCEAwITNEss
CORNER FOR THE NORTHEAST CORNER OF SAID SECTION 36 BEARING N 01 DEGREES 07'25"
E20.00FEETFRoMSAIDNoRTHEASTCoRNERBEARSN0IDEGREES0T'25"E454.40
iit*.t s l DEGREES 07'25" w 882.7s FEET ro rHE sourHEAsr coRNER oF
'AID
|,'Y,1T8,,,,I,,,o*,u, 21,27" w I35O.I2 FEET To THE S.UTH*EST coRNER oF SAID
|fil,1IE'it"Nc rHE wEsr LINE oF
'AID
NEI/4NEI/4 N 0r DE.REES 00'46' E 887'78
f'EET; 6^ rrrr n^l
THENCE N 89 DEGREES 21'39" E I35T'83 FEET TO THE POINT OF BEGINNING'
ALsoKNowNASLoT4'SIMoNSUBDIVISIoNEXEMPTIoNPLAT
ACCoRDING To THE PLAT RECoRDED APRIL 2L,lggg AS RECEPTIoN No. 5442|9
COUNTY OF GARFIELD
STATE OF COLORADO
LI',UIJl[LHlllIIJ'lU![J]Xir{l'].1!li:lJ.[i'#n'i-Ii-ie-i'ii'.so '6 s'so GRRFTELD couNrY c0
GRANT OF EASBN'IENTS AND
DECLARATION OF COVBNANTS, CONDITT0NS
AND RESTRTCTIONS FOR A PORTION OF
PBACIT VALLEY ORCHAIID AI\I)
SIMON S TIBDIVISION EXBIVIPTTON
.fhis Grarrt of'Easenrents and Declamtio, of co,eneurts' conclitionsand Rcstrictio.s fbr a
lT::i::*"H1f ""''ff ir,:U-t,i:ri].,;:l'1f..:'Hi:T.li'ff'1ff.:'[:;;TiiTlI[]
it,a,.,.omp (iGGtr.. referred to as t'e "Declara,t").
BBCITALS
WHEIUAS, Declarant is the o\uler of that certain real property klrgrvn as Blocks 9' l0' I I
lZ,l4.l5, 16. l7- l g, lg,Z0,23,Z4apd 25. as described on a plat thereof entitled "l\4ap ol'Pe'ach
Valrey orcrrard,, recorded at Reception No. 36474, of the rccords of Garfield County- c.r.rado
(hereafter the designation ,,Block,' on said ivlap shalr be synonymous rvith "Lot"), as wcll as Lots
l.2.3and 4 of Sinron subdivision Exemption according to Final Plat sinron SuMivision Exertrptiotl
recorded as Receptio, No 544219 ofsaid records, (together.llre "Plats" arld the "Lots"' respectively)'
toget'er s,itrr a1 rvater and water rights, ditcrres a,rd Jitcrr rigrrts, rvells and well rights. well pernrits.
ease,rents arrd rights-oflrvay appurte.alrt to or usert upon o' i" to'""ction rvith said abo'e described
Lots. a,d all otner appu,tenancls thereto. and certain olher conrlrron ltrcilities; a'd
WHEREAS. Declarant herebl'creates an ttnittcorpomted non-profit associatiott pursuant to
tlre Colorado Unifornr U,i,corporated Non Profit Association Ac! colorado Revised Statutes 7-3o-
101 et gsg., k,orvn as tlre Pvo/ssE Honteorvner's Association (hereafter the "Associatiotr") for
r)urposes of o.vning, ^raintaining
and adnrinistering the comnlon facilities as hercafter described arrd
dcrirred, trre Menriers of rvhich Association shall be the o*.ers of the aforesaid irdividual Lots atrd
rl'ic' Association slrall also adnri,ister and errlbrce the covenants- coltditions and restrictiotls herein
set lbrth a,d collect a'd disburse the assessntents artd charges hereirtafter pro'ided: and
wl-lEREnS, Declarant desires to cle/icate, grirnt antl create certain eascn'lel)ts to thcr
Association for ptrrposes of ierving trre Lots rvith appurtenant access and utilities necessary to thc
tuse of the Lots tbr their intended purpose: and
wl-lEltEAS. Declarant desires ro provide a llexible attd teasonable procedure lbr the ovemll
oPeration of tlre Lots and c.mnron Faciliiies as herealter defired. arrd to establislr a rrretrrod for the
ad'rir:istratiorr. ,rai'tera,ce. prese^,,tio'r, co,tror, use, a,d enjoy,re,t .l'tlre Lots and c',rtrron
I;acilitics as herealicr detinetl. as lvell as provicle for the erlforL*ernent oItlte rcstrictiorrs' coveltants
lrrd conditions ltereinalier set forth'
I
a-fl)th Jur n, o, f itrl-.i:"* i ;;
L'IJJU.",'I|;!II#1HiHilliif^"U'i'i!iiit'#''i"li"iq-i'11'-ss i' s'so GRRFIELD cot'NrY c0
NOw .[LII;IIEFOIU]. Declar.ant hercby rlcclares tlrat all o[ thc Lots tlcsct'ilrctl abovc'
irtli'idtral .r c.lecti'e. slrail lrc rrcltr. trnnsrerred. sortr, con'ei'cd lurl occupiccl Lrc'ctitcd [ry a'd
sulrje,ct t() the cascDlcnls alrd propcrties herein cledicated' gr:rnted atrd tmnsferted to the Association
ir,tl srrtrject t, t6e rillltlrving co,ena,ts. conditio,s aurl restricti.tts *'lticlt arc est,blishetl ftrr tlrc
r)urr.rose.r-pr.tcctirg lhe .,or.,e arrd tresirabirity or'sucrr rear pr,pertl' a,d *''ich s'all ruu rvit' titlc
t. trre L.ts a,cr Lre t,,i,rting o, alr o\\I)ers n, uirr., parties rra*ing arl'right. title .r itttcrest tlterein'
GITAN'T OF EASEIVI EN'TS
AND
DECLI\IL\TION
ARTICLE I
DEFINI'[IONS
l. ;\lrrrtral Budget. ',Annual Budget" shall meatr tlre calentlirr -vear estitrrates of tlre
Associati,n ".*p",.,**.d
e,rpenditures upon.ul]ich the Arrnuar Assessure.t srra[ be lrascd' rr{rich
lrudget shail be prcpared r,.,y trre Rssociatio,r Ma,ager ancr adopted by orv,er Actiorr at the Arrrruar
Ivleeting.
2. A,rrual lVleeti'g. ,,Annual l\4ec'ting" slrall nrean tlre rtteetillg ot'all lvlenrbers ol'the
Ass.ciutitr, t.., ,r".* fear for t-lre lrri'tar1 purposcs of approl'illg tltcr
"\trnuarl
Rutlget u.tl
serecti,g trre Asstrciatio. N,ianaeer. lrut at .*t,l"i, nreeting an1, .trrer lrusi,ess rrra*ers o' tlre
)irr".ioii"tl lllav bsr r:rised and addressed'
3- "Assessrllents" shall rncan all assesstltents.
A,,nual and speciar. rbr conrn",on Expenses of ttre Association, arrd a[ irstalrnre.ts thcreol- rvith
interest t'ereon ard costs of collections. i,clurJirrg reasonable attorney's fees' all rs nrorc particr'rl*rly
cle llnecl atrtl prr.-rvided irl r\rticle Vl belorv'
4. Ass.ciatiO'. "Associatiou" llleitlls tlre l'}\'oisSE llotrreos'ttecs r\ssociatiotr' u
c,l.mtlo urri,corporated ,onpr-ofit associatio, r'lr.scr l\'tertrtrcrs shall lre thc resPectivc or'trcrs .l'
tltc l-ots.
_5. C(),r.ron tfjpe.ses. "Cor)'rnrorr Ex;rerrses" sltitlt llleilll tltc- cxpellses itrcurrcd lry tlre
r\ss.ciati,r u,crer,r- l,*,trlo," of this Declamti,n arrtl *,rricrr arc pa1'alrlc by tlrc L.t orv,cm uprn
r\nnuatl altd Spectiitl Assessnrent'
6. Asstlciatiolt N,tanager. .,Associatitrtt Nlatrager.. slrall lltcall a pc$otl rvho slrall lre
:r l.ot or,rcr.,d [r,tc.rber.f ttre Associatio'. atrd rvho shall be rr-sp.trsitrle lbr prcparing the Anrrual
rludgct. crrilecting z\nnuar ancr Speciar r\ssessnrents aDtr other rcvenucs. rli-strursing tirncls lbr
c.ru,.n l3x,c*ses- calling special,reetirrgs arrcl .therrvisc't,artagirrg the ztdr'itristmti'c all.irs trl'
:
,;Jtf e,Aie3,l;#';'.:,.'#'Mii:"sr i'l'l!;'6'#'' r
of 14 R ?1-oo o slod-bnRFrELD couNTY co
tltc r\ssttcinliglr. The Asstlciatiorr I\,lanager slrall be tlre Declararrt at all tillres dtrr.ing rr,lticlr
Declararrt shall contilrue to own an)' of the Lttts'
7. Colrrmon Facilities. ',Conill.lon Facilities" shall mean all feal prot)erty or illtercsts
i' real pr.pert-V. irrrfrr**etrts tltctet.. ittrtj pcrsonal ,ro,erly t'lo\v Or her-caller.rutcd [']'thc
r\ssociatitttrtlrrtrtrglrtlctlicatiolr.Srant.collveyancc.trrassigtrnrctrthytlrcDeclirratrttotlre
r\ss.ciati.n or ,cqtrired by trre Association trrrough orvners Action for tlre conrnron use and
e,i,1,r,cnt or-L.t orurers. and more particurarry 6.rcr1t',ed in Arliclc Iv [relo'*'- 'l'hcrc ittc c'rpressl-r'
c.xcluded riorrr t'c C.,,ron Facirities. o,y ,r,r,ir.stic rv*ter servicc Itn..,-.lr],^*:lt"r,
tlitc' laterals .r
,i,erirres lr,rd utilitJser*iccs tresigncd to sln,e, benerir a,d be appurteuart to a sirrgle L,t' r\rt1" sttclr
excl*clecl lhcilities, property and structures strall be contr.ued. operatcd a'd ,rairrt.iued tr1' tlrr:
orvnerstrl.tlreLotserr,edtlrerebyasappurtelrantther.etoatsucholvncfsexlense.
,,Declarant,. slrall nlean S.Iv,t.I.. L.L.L.I,.. a Colorado Lilrrited l-iabi l i t.t,
8- Declarant'
Linritetl PartnershiP'
9- Declaratior. .Declaration" shall meau tlre covettants- conditiorts' restrictions' gmnts
a*cl declicatio,r, of JGrrr.nts ald all other temrs or provisions set lbrlh in this docuureut as the sanre
is recorded in the rec.rds of Garrietd county. cororado. artr as trre sar'e ,ray be amentlcd frt'rnr tir,e
to rirne i, accorcrarrce *,ith the provisions h.-ereof. *,ith such anrend,rerts bei,g likervisc tcc.rded'
l 0. Lor/Lots. ,,Lot,, or ,.Lots,, slrall rtreart eaclr of Los 9. l 0' 1 l 12. 14. l 5' 16. l 7' l 8.
1g.20. 23.z4n,riEof peach valley orchard anrl Lots 1.2- 3- and 4 o1 $i1,ron Subdivision
Exetnption according to the Plats'
ll.Lotorvnerororvner."Lotownef"or"owlle["llleatlstlteperson'persotrs'entity
or errtities rv.o or ffi!, ag"alr* shall conrprise the recortl owner ol'l'ee si,rplc title to a Lot.
12. Mer,ber. ,,lr4e,rber,' shall nrearr a persr)n or elrtitl' u'trich- by virttre oI thcir stiltus
as a L.t orvner.ls-.t".,rred to enjo1, the rnembership privileges and resporrsibilities in tlte
Associatiou-
13. orvners Action. ,,otvners Actiotr'. sltall lnean a rvrittcn statenretrt ol.actitln ttr lrc
rakeu try the Associatio' rvtrich statement srrail be e.xecutecr by ncr lcss rha. thc or'rrers ol'terr ( l0)
Lots or their respective authorized represetrtatives'
l4.RtrlesnnclRegulatiorrs..,RulesandRegulatiotts.'shallllre-atrtltcrttles.rcgulatitrlts.
guirJeri'cs. 1r..,li.i.r.1utr-.i-tio,s a,d sta,dards as ,ra\' lre atroPtccr a*d appro'cd by orv.ers '{ctittt
as provitrecr i, tlris Decraration governing the use of tire Lots a'd trrc use,.perati... r,aintc.arrce'
,rni r.f,rrit',istration ol' the Colnnron Facilities'
-l
'rHibTaii'/Aiii#U-6b:aFi^liii:-.5i'fr
-dl5D-oh'F-'
i'li"iq-i'11'-oo ; o'so GRRFTELD coul{TY co
AIITICLB II
1 .. I_ots. r\tt Lots shall Lre used only tbr the constructiotl. ttsc antl occupatrcl' trl'tttrtl us
sitrgle-ti,,lrilv dI*'ellirtgs antl cttstontary accessoD' ttses' including' rvillrotrt lirrritatiotl' all accessotl'
arr.crirrg turit. n.rditio,ar Per,ritted u..".ro,, uses srralr inctutrc agric*rturar acti'itics .rrtl rhc
raising .l cr.ps autl li'estock: provicle,J-
't'.vever'
t.at ntt livcstock slrull be lrred .r rlriscd
co.rnerciail1.. .r tbr sare li,ctudi,g s.rc o[;i1,s5r1rck pr.ducrs) hy a l.-trt or*ner rl'itrr thc cxcc'pti.*
oi- ii.,.r,,r.k Lre.t- raised or sold in c.tttrection *'it6 a 4-l-l Progrfl''l'
l. Cor,.r,n l;acilities. Sutriecl ttr the linritations set lbflh ilr tlris Declarirtion atrd tttll'
Rules arld tt"g.,toti,,, *tupt"d r,y
.tr,"
r\ssoc.iation ;rursuarrt to tlre provisiotrs ol. this
Declirratio,- c.crr rind every Lot orvner, srrafl rrave trre rigrrtio the use. erli.y,rent arrd he,elit ol'the
Cotnttlolt Facilities'
3. z\ppur.tena,ce ollrrtercsts. .Ar.rv legalor beneticial intercsts in the Cot'tltnott Facilities
s{ricrr inure to o t_r, tl...r"r by 'irtue oFs.,"l, o.nnership are appurlenant to tlre L.t .rvned- r*itrr.r
rvitrr.ul speciric rctbrence to such appurtenance in any.creed rvhich nray con'ey tlre Ltrt' l;.r
prrrposes or_ genemr arr varoremproperty assess*re't and taxatio'. said i,tercst irr srrcrr co,rnro'r
l:acilities slrall be c.nsidered a part or itre Lot arid taxes uporl tlre Conrrnon F.cilitics shall be
assessed agairst eacrr Lot an<I p.id in.q.*i proporlions ofoni-eigrrteenth (l/lSth) by thc' orvrrer of
eaclt Lot.
4. Go'erna,ce of Lots and Llolr:lllon Facilities' subjectro rights' interests arlcl atrthoritl'
"-*!r,.rrlf
."r.rril to tl-r" D"clarant h"r"il ott of the au[hority regardi'g the operation- rttailrte'rallce'
tc:nair. adr.i.istralro' a,<l co,trol ortn" ionrnron Facilitiei shall be'csted i'the Associirtit'tn :rnd
l;:'rilil,r"r, ir,."rgrr rrreir right to parricipate bv r]ryer r\crio, in go'ema.ce olall c.r,rttotr
I:acilities as saitl ri-,llrG n," ,rrur" |'rlly described in this Declaratit'rn-
5. \\rai'c,r. .f llight to parlititrn. Each Lot orvttcr in'c1'lrcabl-!' rvait'es his right ttt
stalutorl' lurtition ol' the Cottltnon Facilities'
6. llnlorcellcttt' The r\ssociatiou' b1' Os'ners Actitltr' tlr tlrc Declarant or att1" Lttt
()rvllcr. slrall har,c tlre right to ertlbrce the cor,eturnts. cotltlititrns tttrd rcstrictiorrs ctrtrtaitrcd irr tlris
l)cclaratitrrr h1,alt1,' legal or ct;uitabJe luealls rlecessary atttl a\.ailatrlc includilrg irctions lbr ditttrttgcs
n,tr ir{t*rcti*e re[er. rn the cvert.f any such uction- rrre Ass'ciati.,- Dccrau*rt .r [-rt orurer rr
()s,rrers. il'rhcy prevail in said actiotl..l.all t-" entitletl to leceive rcilsotratrle itttorrleY's l'ccs irtld ct'rsts
tirrnr tlre Lot Orvtrcr or Orvners l-otrncl to tre irr violation ol'this l)cclarutitrn'
.t
I
br:ir';'it?iTiT-s'-.e"8;Riill''-3'["?i'83*
J ORTICLB III
l. T6c .rv,er of record ol' Ibe simplc title to each Lot shall tre " N1c1utrer o[' tlre
r\ssociation. l;or purposes ol this Declaration. it a Lot is olvtretl t'r1'trtote thatr otte persorl' ull ol'tlrc
r)crso's orv'irrg arr i,terest in fee simpre title to the Lot srrail- i, trre aggregur.c-- be the Ltrt orv.er
trrcreor-a.d sucrr ,ruttipre persons conrprising the Lot orvner srrail- aruort 1l:l:l"es- clesignate o*e
ol. tlteir ltutrrLrer tcr participate in. o',.1 ,ep,e-,"nt tlte others. in arry Associatitlll allairs ()[ O\\,llers
Actir.r' as herei, deslribed. For purp<lses ot'participatiorr in c)rvncr Actiolrs *,d atty .ther'.titrg
rrratters i' trre Associatio,. a lvrcr.ber orvnirg,r.re tha..ne L.t shall be entitled to o'e *tttc lbr
r:ach Lot orvtred'
2- Except as otSenvise herein provided n'ith respect to rights and interests leserved to
trre Decrarant- trre cirvnersrrip. operatio,- 'rallagerrle*t.
nrairrtellance and repairs ol'the cor,t,on
l:aci,ties a'd all Associationactions taken rvith iespect therettr, srrafl be undcrtaken a.d perl'ormecl
pursuant to orvrrers Actirlrr. The Association shail tiave the exclusi*e Power atrd authofit]'to nrflllagc
any arrairs r"ga,drng tlre conrmo, Facirities, and sucrr power and autrrority s'all i,cludc' u'ithout
I in:it:rtiotr rvhatsoever' the following authority :
a- To orvn. purcllase, lease, install, operate, nraitrtaitr. repair nnd leplace all tlr
rur)' Part ot'the Conrlnon l:acilities;
[r. To aclopt suc6 Rules and Regulations as are necessary and appropriate tbr
uoterttittg the use and beuefits of the Colutrton Facilities;
c. ,fo establish and oversee ttre Arrnual Budget- for purposes ol' pal''ing
anticipated and cotltingent expetrses related to the comnton Facilities:
d. To rrrake, detergrine and collc'c,t Aurrual arrd S;:ccial Assesslttcnls lbr the
p.fpose o[pa'i,g alr Co,rnron Expenses. Saict Arurtrar Assessrneus to be deten*i'ed i. accorda'cc'
rvith the establisrurre,t of trre A'nuar Budgets arrd as lhe.sanre are neccssary as Special Asscsstrreuts
rbr extraortfinary or u,[bres".n .*p.,rrer.rerated to said conrr,on l"acilities a,d rvhich *'ere trot
i,ctucled in or pro'ided rbr urrder trre Annual Bu<rget or rvhich under trre pro,isions lrererl'arc
cxpenses assessecragairrst ress rtran ail Lots. Ail Annuar arrtr speciar Assess,rerts sha, lre,rade
., a ratatrre rrasis ar,ong trre Lot orv,ers. rvitrr a trne-eightce'th (l/l-'Sltr) sltare ol'thc totrrl
assess,lelrt to be paitt by the orvner of each Lot, except as otherrvise Prol'iclcd herein:
c.Subjecttotlreprovisionsol'Arliclel.lraragraplr6.ttlclectattlrcr\rtrluul
lr,reeti'g hy orv,em Actiorr- a'Associatiorr N,ra,ager to act, d.rri.g tlre .pc.r,i,g year' o.r trehalf .l
the r\ssociati,n artr i, such caPacity to exercise ail p.rvcrs.r'thc Ass.ciatitru sct lb'th i, said Articlc
l.,aragrapS 6 as rvell as a'y iXlrers tletegated to 6i'r by such Orvttcts 'Actio*:
L .fo enlbrce, by Orvpers Actiorr. the provisiorts (t[ this l)eclirtatiott ttttd an-l'
\
LLTJ|..'e'lie3)l'tL'';L:?UUl!!!!P-#'i'{l'B'3h'l'' v
6
'Ii-il-i- 17.ss o o.oo GRRFIELD counrY c0
t{ules a.d llcg.lzrtitrrrs atloptetl bJ. the Asstrciation as provitled ht-rcin- citlrer througlt oNtrers r\ctiolt
,r 6r,tlelegxli-<rrr g['such enlbrcenrent authority to tltc Asscrciatiott lr"larrager:
g- 'ltr cstablish a datc ccrtain lbr the Annual tr4cetiug lirr thc ctrsuitt-u vcttr rtlttt
trr cstirtrlisl s'!cial N,leetings as allprollriatc and necessar-v. ,written ltotice ol'tlre date- titnc atrtl
lllacc ol-all z\r,r,ral arll spec-ial tvleliings. -shall be given to each lUenrber lry rruriling suclt trotice to
c,.c6 suctr \1s111[rer at least 20 tla-vs prioi to the tlate o['such r\ttnual or Sr.rccial l\4eeting at tlre adtltcss
,rl.cuc6 ,.".,r..ti*. N,tcrnlrer as tlie ianre shall lre rnaintainctl in tltc' records ol'thc Associrl'ioll'
5. -l-o lecc.ive ald usc lbr t5e joiut nnd conul)otl [renelit ol'irll Lot Orvttem atrY
rc\.cr*tes recei*ed [r-\, tlrc r\ssociation lrom s,{urtever sourcL's attd tlcterrttinaticrtr trl'tlte sPecilic trscs
tlt'sttclr lillrds'
i. To take any otlrer actiolr necessary or aPpropriate to qi1s1' t)tlt llre purposes
'creirr
c.xpressed arntl to pnrperh, rrai,tai, the Coru,o, Facilities lbr the use alrd tre,efit trl'tlte L.t
(-)u'ncm.
AIT'TTCLE IV
-l-lre C.r.,,ro, Facilities rvhich shall Lre orvnetl by the Association incltrde- btrt arc not linrited
t.. iril trcsigrrated roads ard road easer.rrerts dedicated. createrJ and grarrted hereturdc'r and
i,rllro'e.rerrts tr.lercr,o, trtility iur<J ,rain tlitch ease.rents, all rvater arrd rvell rights. all rvatcr r'ell
.,*"g" ,,,r,f llipelilre .or.,rr",rt, a,d related lacilities' alrd drainage easenrettts cteated a,tl gtattted
i;;;;;r.r, tionrrcrr.etl to rhe Association. rvlrictr serye or benelit the Lots. The Associatiorr shall
r,ui,tirirr ard kcep irr goocr repair trre Co,,,orr Facirities (a,d ary pcrsorral pr.pefly a.d
i,r,r.r,er,c,ts associated trrerervith) antl anl,otlrer inrprovements to or upoll the cot,trrorr Facilities'
Suclr tuaintel'ralrce shall he ;tmded tluoughlhe r\nntral and Special Assesstnelrts as ptovidc'tl herciu'
i*rtl rer,brrucs r.ccerved lionr any ottrer sources. and shall include- lrut not be linrited to' tn:titrtellntlce'
rcpair- a,tr reprace,re,t ot'air otrre_r structures arr<r inrpro*e're,ts situatcd uporr the c,r,,ro,
Faciriries irll to trre e,d that trre sa[et1,. ar)r)earallce and quality .f tlre Conrmon r:aciritics srrail
,eil,.ulenlll,errdurc- It is untrerstoott tirat "il .or.,rr"rrts clcscritred irtx['c shall be ttotr-exclttsive'
AII'TICLE V
INSUIIANCE AND CrtSLlALT)' LOSSES
l. lrsurarrce. Il'rlccrued pcccssary. the Associatiotr N4anagcr shall ltave tltc autlrtlritl'
to o'tai, i.surir,cc lbr ail insurable..r,rrlr.r,r"rrts oItlre conttttotr Facilities it:lititrst ltrss or r'lattHgc
lr1, tirc or trtlter traz-altls. ilrcltrrling e'rtcrldcd covcftrgc' r'itltdttlisttr' arrd nraliciotts tltisclticl' 'l'lris
irrsrrrilrrcc slrail lrc in au uurount suflicierrt to cover tlrc lirll rcplaccttrctrt ctlst ol'ittrv rcpitir trr
rcctlustrtrctiorr in tlrc r:r,cnl ot'dauragc or dcslrucLion lrcru itttY suclt ltaz'trtl' -l'ltc r\ss.citrti.lt
6
I r:rrrr rrtll ltlllt rrltll l!U! U!ll*'-!lll ltlll llll-l-tll r
'54 cis'i:f a'670i 7 isss -ttJ r 4 8? B I 1 33- P6o ]l RLSDoRF
i ii-il R ?1.00 o o-oo GRRFTELD couNrY co
lvrarrager nray als. otrtain a. adequate public liability potic-v instrring the Associatitrn' thc
Asstrciatio' lria,ergcr a,tl its in,ti"iaua lMe'rtrers lirr all darn,ge or i'jury causecl try the rlegligetrce
ol. the Ass.ciatiorr or a'y of its N,lemtrerS. the Association N4trrrager or othcr agents ol thc
r\ssociatiou'
?. Rcpilir and Reconstruclion. If the tlanrage or <Jcstftrction for rvhiclr tltc itrsttmtlcc'
pnrcectrs are paicr is to be r"p"ilfil.rotructed an.l ruilr proceeds are not sttll'tcicnt to delral' thc
ctlst t'ereot. tlre Ass.ciati'n-irlnrng., may. rvithout thc necessity t'rI any orvncrs r\ction' lcvy n
Sgrccial il"*;;;rt ro cover the anro-,rt ot'delicienc-v. If the lu*ds ar'ailatrlc ltotrl i,suranc'e exccetl
the cost ol. repair- such e.rcess sllall be retairted to tlie benelit ol'the Association'
AIITICLE VI
ASSBSSNIENTS
l.z\lrnualandSpecialAssesslrrents..AllAntrualarrdSpecialAssesstrrc.lrts.tosietlrer
u,itrr i,terest at t'e legar or statutor)' ,oir*G. an.r reasonable attorneys' lbes' if any' shall be a-
charge on rhe la.d arrJslrall tre u .ontiriii'e;;1 ;ry f Lot againsnvhich eaclr Annual or Special
Assesstrretrtatrrltheatbresaidrelatedcostsandexpenses'isnrade.
EachsuchArurual or Special Assessnrenl together rvith intefest' costs and reasotrablc
attorneys' l'ees. ilarry, shall also be 'ht ;;";"1 obligatioiof t'e person *''o rvas tlre Orvner of a
ffi;;il L.ir, theiime rtre Assessmenr rvas n'rade.
AllstrclrArrnualandSpecialAssesstnentsslrallbedueandpayablervitlrirrtlrirty(30)
cravs lbrorving trre date upon rvrricrr t.e Association Manager slrall rrave r,ailed 'otice of such
r\rinuar or Special r\ssess,,ent to trre Lot orvner obrigated to-pay trre assessnrent at the address ol'
said Lot Orvtler as tnaintainetl in the Association records'
llrtlrerr.rakingol.AnnualarrdSpecialAssessnrenls.llL)assessmelltslrallbc.trtadeor
ctrargetr against r_ots r.2 aid 3 ol Si.ro, sulrinision Exe,rption.r the orvrrers t'ereolfor any
cxpe,ses ,p..i'"ortf reratecr to nruint"r-r"". ,.p"i, or replaceme.t of trre roadrvzrys rocated uporr iury
roaclrvay .or",rr",,o',I-".ignot"a and tledicated i, Article IX hereof'
Z. All Annual an,J Special Asscsslnetrts shall
constitute a lie'.' each l-ot, respecffiprt.r a,d-suPerior to all other licns- exccpt (i) all nd
*alore*r tirxes. bonds. assessme,,r. u,r,t o,ir", l"nies rdric'6, by larv- r*ottltl be superi'rr thercttr' *trd
(ii) trre lien .r charge of a,y first nrortgog. orlecgrd lr,euniirg ary recortle<l ,rortgage or dced ol-
trusr wirh r.irst prioritl, over orrrer ,r]"ngl;Et or deeds of: r.rst) nind"i" goorJ lirith arrd tbr 'alue' suit
t. rec.ver a ,lorrcy jucrgrrent tbr inpaid Assessme.ts. i.terest and attor.eys' rbes s'all be
rnaintainirble rvithout tLreclosiltg or.uoi"i,rg the licn secu-ring tlte sanre' r\nv licn c:reated pursuattt
t. trrc provisi.ns of trris Arlicle vr ,r.,oy'u.lir,.i"tur".r u.trer il e l*r*s .[thc Statc .l'c'.l.rado irr thc
7
silllle llliltlner as a ttltlrtgage'
;ii?
u#??
i ii*'s'',e%"ni i il'*i;[;?i'**
It slrall be tlre dutY ol'the
-,
on lvlarrager at least thirtY (30) daYs Prior to the Anntral N4eeting at rvhich thc lrtrdget slrall
r\sst-tciitti
lre prcsenlc'd to the,{ssobiation's urembelship'to pteparc a lrudget c'overing the estinratcd costs. aud
approPriate reserve lirtrd anrounts for operating the Association during the conring vear. 'I'he
r\ssoc iat i oll l\'larnager shall cause a coPY ol'the bud-qet. arlrl thc cstiruatctl attlottnt ol' thc Annttill
r\ssessttreuts derivi ng therehom and to be levied ratably as hercin provicled against qrch Lot lbr the
lbllou'irrg Ygitl- 1s tre clclivered to each Lot Orvuer rvitlr notice of the rneeting. Such budgetirrg
rcess shall tnke ittttl accouttl ally ltvcnues rect-ivcd or anticipated [r.v tlre Association lionr sources
r, adtriti.. to a'y .ttrer restrictions co,tai,ed ,ercin. arlr Lots shalr be subject to trre rbllo*'ing
ctlt,cttAlltsanclrestrictiorrsonuseantlbuildingrestrictions.torvit:.
l.Nttisalrces.NoLotownerslrallperrrritorsuft.eraltl,tltingtobedoneorkcptabottt
.r rvithin his L.t. .ir-,i.t rvill obstruct or i,terfere rvith trre rights of other Lot orvners or tlreir
property. incruding genemtion or.r,r-*r*bre noises or otrrerr'iie. nor *,iil a.y Lot orv.er courmit
.r perrnit u,ry ,r.,rroice Qr coll'lltlit or sufft' any illegal act to be comnritted on his Lot' Each Lot
orvrrer srrail co,rply rvith the Association Rure, nnd Reguratious- the requirenrerts or alr hculth
authorities and other govenrnle.tal authorities having jurisdictioll over the Lots and conrtnon
pl'(
other ttratr Assesslrlcnts'
Facilities.
tltctein sct forth'
AITTICLE VII
2.trriqations},stertr.AllLoslesstlranten(10)erctesitrtotalareatlrustbesg.r\,edby
a lirrctiorral underground irrigation systern that is approved by the Association Nlaluger' The
svstem must be tresig'ed by an opp.on.Jr.side,tiar inigation ,yri.,rr cresigner. -
Tlrc list ol'approved
,iesign .nrrs can t-e obtai,red i'rom trre r\ssociatio, Ir4a,ager- The irrigation syster* urust trc
c.,tr.llecl b-r, iur auto.ratic irrigatiop controller. 'the irrigation s1'stent nrttst be ntairttained in
operatitl_s, order so as to be op.ro6l" rvrrenever ,eedetl t. ttre errd trrat all grass :rnd other larrdscapi'g
shir, be appropriaterS, rrrainiained. Lots of re'(10) or morc acres nray trtilize surthce irrigation
s'srcrls st:bject to the approvar of lrr: Associatio, Manager. Ail irrigatio, systerns strall rre .peratcd
tisi,rg ttre irrigation ,*,.i as provided in nrti.t. vilr B- lrereofand shall be sulriect t. the co*ditiorrs
3. Errlilrcenrent. l-lre Association lvlanager or his autlrorizecl agent nla]' etltet artl' ['0t
irr *,hich o .,i.rlotir,, u[tl.,i. Dcclamr.i.n ard thcse restiicti.ns exists a.d .ra1'correct suclt vit'latitlu
at the experse of trre orv'er of sucrr il:- Any "*p"nses
in corrrrectiorr r.vit. such correcti'* s'all
[rc a sprccial Assess.re.t agaitrst a'rl be ...r,r.i by a lie'ttpon suc' L.t enforceable in accordance
*.itrr ttre pro*isi.ns.f Ani-crc vr rrereo[. Alr rc,redig5 dg5cli[red irr z\rtic:le vl lrerc.l'a,tl all .thcr
rigrrts a,d remetries a'aitabre at rarv.r. "quii1,
.halr be a'airable to trre Associatio.- trr rhc Dcclarant
I
I lr!lll lllll Irllll alllll r
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33Y62 !'l RLSDORF
5465E3 06t03t 1999
gofll R 71.00 D o.oo GfiRFI ELD COUI{TY CO
,\ITTICLD VIII
\\r
A. \\rarcr Well. l'he Wilter Wcll as del.rnetl bclorv slrall tre trpertttecl- ltlaintititlcd iltrtl
rcpairc<I h-r, trre Asscrciati.rr rbr the be.efit ortrre indi'iduar Ltrt orv*ers- upo' trre ririlorvirrg ternrs
arrd corrditions:
or.r-\. 1_.t Or'rrer in the event ol'arr-l,trreuclr ol'an-v ptovisiott ol'this Article VII [r-v attl'otltcr
( )rr nc'r-
4. I(estrictions/Corrtlitions lrnposetl B), County. 'l-he trse ol'ltll Lots l - 2- i- utttl 4 .l'
Sirr*,r Strplir.isi.,, lit",rrlr,i.rr. slrall lrc irr strict accortlartcc rvith thc ct)tlditiolls ol'it1'rPrtrvitl ilrrtl l'lttt
rcstricti,,s c.,t:rirrcrl in tlrc Ctlurrll' l{csotution a;rprovitt-ui tltc'Sittlott Subtlivisi.,tt lisclttPtiolr' r\ll
l.trt ()rurers strall trse arrcl occupv lheir rrspcctive t-ots irr corrlirnnitl' to all soYernllletrtal rcgtrla(iotrs
apgrl icutrlc tltcrctrt'
5. [-],tlcrgruurrtl Utility Scrviccs. All scrvice lines tbr trtilities (excePtirlg strrlitcc
irrigatio, s'slerls p.,n,ritted in Articre rrrt. 1**gruptr 2. abo*e) e.xte,di*g lin,r the utilit]'rtraitt litrcs
i,-, t'i.," i.clii'itlual Lots- slrall be i.stalletl and nlaintaitred tr.derground'
I. U,.' the rccordatiorr ol'tlris Dcclaration. tlrc Declanrnt shall tluitclaim artd
trarrslbr to ttre r\ssociation its entire interest in the water well tbr purposes ol'provitling il watef
;il;;l; jun.,"rti. in-house and lirrrired seasonaloutside irigation to cttch ol'tlre Lots' Except irs
otlrcr\.ise prt[,ictecl herein rvith respecl to Ltrt 4- the orvner ol'eacl'l of such Lots slrall bc entitled to
trre use.r.., etluar pro;r.rtio,ate share of trre rvater protruced [ry'the water \vell transt'en'ed t. tlte
.r\ss.ciati., as altresairl. As used lrereitr. tlte tenrt I'Wnl", \\''ell" sltall meatl t5e l'itter rvcll lurol'lt
.s t'e ,,sir.ror) \\reu,'- existi,g and irr prace ., Lots r a,d 2 or'trre Fiual Plat sirnorr Sutrdi*isi.rr
ij-;;p,il;r, tt," ,lr_r,sical strticture rtrercof inclutling app.unenant lacilities- rvell house' PtrtilFs'
pipelines :rnd .rler i'arer tlclivery or storirge lhcilities: rlre \\Icll Penttit No' 0491 53F' alltl the decree
at[itrtricaring trre rvarer.right as rrre sirnon iveil in casc No. \\r-r4-s2 i. the District Ctrurl i, and lirr
\\itrcr Diviiit n No' 5' State of Coloraclo'
2- lr,tcrer.s strarll lrc instalh--d a[ tlre l.ot ONDcr's expellse lo tlrcilstlrc tlQrv atttl
usllge li.()rtr tlrc \\'atcr \vell. ancl uo Lot ()utcr shall $'nste rvater or. \'ith tlre cxccptiott ol'thc ()rl'ttcr
.1. I..t 4. usc- .l.lc n,ute. llran a ptopurtitrllate ( Ii25th) shate ot'the proclttctiort tiottr the \\Iatcr \\',ell
t. rrc tr.,sr-errctr to trre r\ssociation rrereurrdcr. 't'trc orvncr o[ Lot 4 slrall lrc cntitled t<l usc it
rrr.,.rtiorlnte g/25ths sharc oIthc pr.r-ltructio, ft'our the \\Iatc'r wcll and slr:rll n.t lre strlrjcct to the
i.l.f '-i.tin,.,
on irrigatitur Pro'r'ided in Paragraph 4' bclorv'
-j. 't'lrc tra,sl'er tr1, tlrc Dcclarant ol'rhc alirrcsaitl urttlivitlctl intcrcst in tltc Wiltcr
\\.cll strall l,. sulr.icct t. a pror,isitur rvhc.rctrv tlrc right to ttsc ol'it ratittrlr-'3r'r-illts itllcrest ilt lltcr
()
iHi",?'r'f iiif#;'f:i5rJliiii#':l;#64'#''
,rutluctio, ol-rhe wirter well so tmnsfenetl shall revc'rl ancl rmtrslbr to lhe os'tter of Lot 4 trptrtl the
()ccu*e,cc.t-trre e'cnt pr-o'ided in paragraph 5 0f thc Nores apllearing.n rhe Fi,al Plat.l'Si,rtrrr
Sutrcri'ision Exerrption. r-equiring rrre b*,r"o of the Lor.s cornprising tlte Sintotr Strtrdivision
Iixenrpti.rr t, c.,,ect lo a central *ater svster, a.d to tliscontrect thcir serlicc's litttl't thc \vatcr \vell'
4. I' addiri.n to tlplrestic in-horse rtsL-. a l-trl Orlnr-'r nray inigate ttot utorc tltan
r.000 sqrare tbet ,r. garde. and. tanrrscaping Lrut .rrl), dr.rrirg trrtlsc pcriods pri.r t. trre
c(),.*lerce're,t a,tl strbleque,t to the cessation ol'ltre irrigation scason arrtl subiect al*':l-t's to lltc
rturc,s arrd l{egurati.ns .r trrc Associati.n. r'he o*,'ci' .f r-.t .t srrall rr.t be suhicct t. tlris
restrictiotr-
_5. -l-5e Association Managershall uclnrinisterthe Water Well lionr tlrc standpoint
.r, its .,emti.,. ,rairrtera'ce. repair o,J ."pio."nrcnt and srrail i,crude in the Anrrunl or spec:ial
,r\ssessnrelrt. all costs associated lvitlr such descritred actir,ities.
6. Tlre Associatiorr lvtanager shall prcpare and submit to each Lot C)rvtrer a
r.uo'trrry birirrg rirr *,atcr se*,icc hasc-rr uponircte.e.r usage a.d suc:h biltirrg shall be lraid to the
Ass.ciatio. *,ithin l0 days of delivery thereot. Any such billi.g not rr,ritted try tlrc Lot Ou'trcr
on a tirnerl, basis shail constitrrte a,d beconre a Sp.rciai Assessnrent agai,st the strbjc'ct Lt'rt a,tl Lot
il;r;;,r'.t be strb-iect ro rhe provisions of Article vl hereof.
B.IrrigatiolrWarerarrdS},srelrrs.Uporrrecordationol.thisDeclaratiorr.tlrcDeclarant
s'all trarrstbr b1.- qilt "toi* rleed to th" A..o.iotion ttre irrigation u'ater rights presently o*'rred by
Declamrrr lbr ptrrposes of irrigating tlre Lots by warer liorn The Farnrers lrrigatio* co.rpany antl the
silt water cousenarcy District (the,,Districi;. The irrigation rvarer ri,ehts to be tmnslbrred shall
be rrsetr rbr i*igation oiLotr g. r0. r l. 12. 14. r5. 16. 17. lg. 19- 20.23.24 a,d 25 ol'Peach valley
orcharcl an.l t-,ILot, r.2.3 and 4 of sinron Strbdivisitrn Exerlrption' 'l'he atnoutrt of "r'ater
availatrlc'
t. c.c'.r.sucrr "ighi.-,(Lg)
Lots srrall be allocated by the Associatio, N4anagcr.r [r1' the District'
as trre cas" ,rra1.. trc-. based on L.t acreage. charges ror water n'o,r the f)istrict *'ill be i'cludccl irr
trrc ge,eral d.rr;;;; taxes orr*rr.d'ogoinst Lis servetr thereby trnd clrarges lbr rvuter lhrrrishetl
tr1,.r.hc l;arrrre* rn.igati.u C.,rpany.viritre paid by trre r\ss.ciatior biued.pon a,rruell asscss're'ts
li.nr the ditch conrpany. The Associariori slrall. iu tunr. bill all tlrc respc'ctivc Lot orvtlers l'or
altocated anrounts o[ lvater 6om tl're irrigation conrpatry rvltett Annual Assessnrents arc nratle lry the
Asstlciatitrtl.IrrnrirkirtgstrclrAntrualAssessnrcllts.alrprt.lpriatecreditslrall[rcgiventtrtltc.orr,ners
.1. [,.ts scr'etl tr1, Disirict rvater rvhich credits shali rel]ect atrtottttts assesscd [r1' tl'le District arrd
i,cludcd i, suclr l-ot orurers, gelremt a{:-arrrrerrr tax assessnrent- 'r'he rvater rionr tlrc ab.vc sourccs
shall tre usecl. adtttitristcred u"tt oppli"tt ta' tl" Ot'lters oI all cightcen ( I 8) ilbo\tc dcscribed l"ots in
accordilnce *,ith Rtrles and l(egulations pronrulgatctl by thc Associatiolr- including rvithout
li,ritati.,. t'e schedtrling.[*se on eaclr Lot by the AsstrciaLion N{arrager- All irrigation shall be
acconrplishetl lry antl ttrr..:rugh rhe irrigation sysrenrs rec[rired to lre installed and rtraintairrctl on caclr
.l.t'c i1fu^:€ ,1".c1i[rcd eightcen ( I 8) Lots t,rr.lcr tlre provisiotts ol'paragraph 2' Articlc vll ltercol'
l0
Lfrr{iauiirff#i5r;Biii#:ilfl*i'f, r
11 of 14 R 71'OO
.t.tre \\ra[er Well described in A. above arrd the u'atcr rigltts described in B- atrlve are subject
t. t'c licrr ol-a t)ccd of rrust recorcletlas llecepti.n No- 54't0i6 of the recotds ol'Garlicltl county'
C.l.ratl. antl irs p.rlial releases of such watcr Well anrJ rvatcr rights arc gmnted [tQln saitl l)cetl o[
.l.rust. suc' rclc:rsccl Water wcll arrcl rvatcr riglrts. rvhilc lrcnetiting attd scrving the intlividual Lots
as lrerein ,,-,,u"r. shall be orvned by thc Association as quitclairncd and translbrrcd tltctclo tttrtlcr
the pror,iiions her.eof as ctuunron l:acilities.
i\ll'[ICLB lX
DEDICATION AND'I'ITANSFETT OF ITOAD.
Uflt-tTy. rVEll anU lnntC'rrlOn EISCwICNTS
Dectirrilnt trercby dedicares. quitclainrs rmtl tmnslbrs to tlte Association the lbllo$'ing
cuser,e,ts ltrr ttrc 1rurpo.. and upon the contlitions atrd restrictions specilied' to rvit:
l. A, easemerl firr roatlvay flccess antl utitities. incltrding rvithotrt linritirtion
rvhatsoever- u.tlergr.und donrestic and irrigation water pipelines. over. and across thc errtirc
sourrrerrl, rhirt.r, 1_;tti rbet of Lot 9 and rhe rvestlerry rifty (50) feet of the sourherlv thirry (30) lcet ol'
Lot l0 il'l'each \ralley Orchard'
?. . An easenlent lbr roadrvay access and uriliries. including rvithotrl' limiration
rvl.ratsoc'er- tr,rJerground domestic and irrigation rvater piperi*es' o*er and across the southerl-v
rhirrl, (30) rber of LIor l2 a'd rhe easrerly nnitsol lbet of ihe sotttlrerly thirty (30) lt'ct of Lot I I of
l'each Val le1' Orc'lrard'
_3. r\n easenrent lbr roatlvay access anrl utilities. including rvithout linritution
*,rrats.c'cr- trncrergrountr do,restic antr irrigation *,ater ;ripcrincs-- ove-r and across the easterly
s$,cnt1.-lir.s 175) t'e-ctol'Lots 12. l4- lg arxl tl]c nortlrerly lilly (50) l'eet of the easterll"sevetrty-{ive
iZSt r."t. t'rl'Lot 24 of Pcach Valley Orchartl'
4. An easen.lent ftrr roatlrvay access and utilities. irrcludiug rvithout linritation
*,rratsoc'er. u.crcrgrou,d rl.,restic a'd irrigatiori rvater pipelines over fltrcl across tlre sotrtlrcrly thirty
t3()) rcct oIt_ot rg"errrd trrc casrerry nrry t5ril ker of trrc southerll'thirtl'(30) leet of [,.1 l8 .f Peaclr
ValleY Orclurrd
-5. An e*serncrt tirr utilities. including rvithout lirnitation rvlttttsoevcr'
rurrcrergrou,d dturestic anrr inigation rvater pipelines o*er and ilcross thc rrorthcrly t*'enty-li'e (25)
l.eet ol.[..ts l]. I l. l0 and thc easterrl, rilij'istll t"", ol'tlre northcrly trvcttty-livc (25) l'cct ol'l'ot
9 ol' I'each Vatlel' Orchard'
(r. All carse,rclts ipdicatctl. tlesignated anrl tlescribecl on tltc l;irral l)latSiltton
srrlrtri'isi., r.)xc,rptio, rcc.rded a.s rteccptirur N.. 544?1 9 ,r'tlre rec.rtls ,,t' 6urllc:ltl c,.'t1''
Coloradtr
il
ilL,j$.','dl'*?iljjiUis;]i'#:liiii}"'.ilff;''6''F''
7 - r\n eerse,re.nt lbr the Sinrou Wcll and related lhcilitics and cirsernctrts as
t,escritretr in Arricre \iril rrereor. ail as nrorc paflicurarrl'describetl arrd sh.u', on tlrer Firral l'lut
Sinr0n sulrtlivisicrrr Exenrption ,"..r,,l.Jas Reception No. 544219 of thc records of Garlicld Cottttty'
Ctrlrtratltr.
this Dc-claration'
*. Easenrent lbr tlre tlitch lareral exisring arrcl in Place fi'oru the main irrigation
rlitclr .'.-l-trc Farrrrer,s ln.igatitrn cu,.,rpo,r-n over and across lands ctutigtlous to the larrds strbicct to
9- Easenrents. fitlee, ( l5) lbet in rvitlth. I'or utilities. includingrvithotrt linritation'
turrclergroud *,ater pi1Jir"r,1,{ .r1!use PurPoses along all lrou,.aries of all L.ts 9' lo' I l ' l?'
14. I 5. 16- l7- f S- iq- 20' 23. 24 and 25 ol'Peach Valley Orclrard'
Trrc dcilic.tion- quitcrairn a,d trarrsrbr of ttre abo*e trescribed ease'rents is r,atre t, trre
Associatio, lbr trre use arur be,erit ortn" tot, served trrereby- Arl of srch easernents a'e lrrc'sctrtll''
subjcct t. trrc rie'.r-a Dee<I ofTrust recorded as Receptionuo- 544036 of t'e records ol'carfielcl
Coutrty, Coloraclo' and as partial relelases are granted frotn strclr Deerl of Trtrst for tlre lbregoirrg
eascr,ents. s,,.1, ,.i.ose,r ease,rerr,r. r*rrir" u.n"ii,ing a.d-serving trre i.di'idual Lots' shall tre orvned
[r,v trre Associatio* as rrereby credicateJ. quit"roimi and transferred as conrmorr Faciritics-
ARTICLE X
CONDEI\'INATION
Wlreneverallor.anypartoftlreConrrnonFacilitiesshallbetaken(orconr,cl,edirrlietrofalrd
turrder threat ol- co,tlenrnation by ttre Association tlrlough orvners Action) by any authority havirrg
llre po*,er of corrclerrr,ation o..n i,r",rt do,rruin, eac'iot Orvner shall be eutitled to ttotice t'e'eof
and t. parricipate i;;; ;.""eedings incident rhe'eto, unress otrrerr'.'ise probibited by larv' 'flre
e*vartr rnacle rtrr strch takirrg shall be payarrle ro the Association a'lcl use<l lbr its purlxrses hcrein
cnttttterated-
"un"tllF,lff$,I,,"**
l. uenelits/Burdens. 'l'he covenants. conrlitions antl restrictiorts ol'llris Decluratiorr and
trre lrenerit ur-"rr.,rr.r E1,Jra,ted to the Associationsrra[ ru, rvitlr title to the Lots arrd slrall
irrure to trre bc.erit of trre Lot orv'erc a'Jshail be enrbrceabre by ttrc Dcclararrt' or tl't" flsscrciaticrn'
iit tt.t".i"titrn lr4arlager or arly of thc Lot Orvners'
l- tDtlcrtrDification. 'the Association shall inderunily Declamtrt and atly Pcrsotls actirtg
i,.. thc capucitv .r- Associarion I'ran.g". ogoinrt any a,tl alr cxPei'rses. irrclucli.g attortrcys' lt'cs ttnd
c.sts rc,s.rirtrr1,i,cur.rccr by or i,glsed u]lon sai.r Decrara,t oi'Asstciatio, N4a,ager itt t:.trttc'clitut
t2
5583 06/oizrggg os :48P
ara-! t- ,l a" -
81135-P66 I{RLSDORF-a -ll --!-litaa-
5413of14R 7l.oo o o-oo GRRFIELD COI'NTY OO
*,itrr arry arctio.. strir or otrrer proceeding (incruc'ng settrenre,t of arry suit or proceeding; to rvhic.
trre Decrarant or Association Manage.i-y u" o priy by reason of a'y actions- co,tmcts' agreel,ents
.r,trrer activitv urJertaken by ilrebccto*rrt or Association rvrarrager bcfory 9r alier t'e ,raking ol'
tlrisDcclaration.,|]lreDeclaratttorAsstrciatiotrlr4attagershallrrottreliatrleforanyrrristakeo[
jutlg,rerrt. rregrige't or .ther*,is". "*."piio, rviilr'ul-misi'",,ru,,".- nralfeasance' r,iscondrrct or batl
rairrr. Trre Decra-,,iu. r\ssociatio, I'runrg., shalrha,e-no personal liabilityrvithrespecttoalty
c..tnrct.r orrrer..,,rrnri,n.rrt nrade by';tfi in good faith' rvith respect to t'e contmon Facilities
.r.trrcnvise. orl rr"r*,riortrre Associition. nna ih. Asso.iati.n srrail irde,rrrity- save a.d fotever
rrortr sucrr o".ro.orri o. rry Associati',, r,,,n,',.g., rtee a,d harnrless agai'st any a'd all li.bility ttt
a.y otrrer por,y o' accouirt of arry sucrr contmct or conrmih,e't. Any right to intre'rnilicatiorr
pro'itred rbr herei, ,trutt ,rot t " "*.turiue'f
any other rights to *,rrich Dectam*t or any r\ss.ciation
'tt'tnr,o-u., tllay be errtitled in this regard'
3.
(.a) l-his Declaration nray be amended or nrotlilietl in arry Partictrlar try tlre
Declaratrt so lotrg as Declararrt is tlre Orr,ner of eiglrt (8) or tnore Lots.
(tr}Atarrytirrresubsetluenttotlyllnleranceol.atleasteler,err(ll)ol.tlreLots
by Declara,t, the Lot o*rners,rruy unl"-rrior nroaify trris Decraration i* any parricular by a u'ritten
inst*.'ent executerr by trre orvners of .ot ress thurien tror of rhe Lots. ar*rrecorded i, t'e rccords
of the county. trroviied turther, trrnt no such a'rend,rr.,,, o.',rodificatio, of t'is Declaratiotr rvhich
affects or ptuport" to urrot ar.ry rigrrts accorr,ed to or reserved by trre Declarant herei, shall be
o,eratrre or ertaciire u,ress trre aforenre,tio,ed instrunrenr of a,re,dnrent or.rodificatio, is also
eiecuted bY the Declarant'
4. severability- Invalidation of auy one ot'these col'etmltts or restdctions by jtrdgtnent
trr courl order rtroiiilno **ny arTect onf oru., pro'isions rvhich strall rerrrain in full tbrce arld ellbct'
5.I)erpertrities.lfarryoftlrecovctrants.conditiorrsandrcstrictionsoftlrisDeclaratiorr
slralllrctrnlarvftrl'voidorvoidablero,,iototiorroItlrcrtrleagairrstlrcqrctuities.tlrcnsttclrpnrr.isitrns
slrall contirrue only utrtil t*'en-trone-(2li yea* after the ae--att olthe tolrgest tived nrcmber of the
prcserrtly c.rnstituied Boartl of county Cornmissioners of tlte cottt'tty'
6- N,n-waiver. The lailure of Declamnt, the Associatiott.lhe Association lr4anager'
or a Lot orvner to otrject to any breach of or failure to conrply rvith the provisiorrs of this Declamtiotr
.r arry ltures o,.,i ir"grtotio'i trr. trre Association 'y
n f"i*', sut-icci trrereto slra, in .o cvent lrc
dee.red o..,uiu.rut:-riry.riglrt to otrject to trre sa,,e a,r,I to seckc.nrpli.rce thc'rervitlt att atry ttmc'
7. Captions. Article anrl paragraplr or sectiotr .,{::,,.':..leadings r;r titles irrserted
rrrrotrgrr.ut tt,i, o;;i;*tiorl are irrterdcd sorery as. ,leans or con'e.icnce a,d rcl'cre'cc attd in n.
*,av s'all strc. ca,tio,s.lrr-adings.r titles.leiine. rinrit rx in arry rvay allbct iuty of thc stttrstatltivc
tcrttts atttl pnlvtsiolls tr l' tlt is Declarat itltl'
l3
I - --.-r rrrr r. -r ,r rrtttr tll lrll
: ifJiiJ,?t'(Ei'iif#:tb1.firliiiiird''+'J;r'"iP'iiF'
-
I rt or 'a 'r '---
.r-^----...^r,r..o,,,,ir.ac nr.r'.,.)nolrnttsctlhcrcirtshallbedcetllcdI g- context. wlrenever the corrtext rcquires- any plonoui
, t., nrean lrolh the l-enrinine and mascutine gender- a,d tlrcsirrgtrlar shall tre deel,ed t. also ctrconlpass
[ ,lte ctrrresPontling Plural'
r IN wl-TNESS WHEI(E()F, the u'tlersigncd Dcclarant has exectttcd this Grarrt ol'lliasenrctlts
| ,,n.r o"llurario, or c.uu.no,ro. conditio,,s "na-n
rni.i,:":
"l-"]l_:rri.n
.r'peach vallev orclrurd
ilnd sirlton Strtrctivision Exenrprion the cta-v and year lirst alrove rvritten'
s.N,l.l L.L.P
I-licks, Geneml P:rrtuer
l{icks.Parlner
DECLARANT
S'TA'TE OF COLOITADO )
) ss.
couNTY oF GARFIELD )
The lbregoi'g i.stru.rent rvas ackno*'ledgerJ beftlre r,e this J-ftlay ol"lune' 1999 by
Da'itl I,licks arrtl C.ri'ie l{icks as Ce'eml Partneis of S'M'1" L'L'L'P'
Witness tn1' lratld and ollicial seal'
\;[1' cotrttr: lss ton ex tll\'9'l ?
.rt'IhA.C 'ry'c-'
SEAL NotarY Ptrtrlic
Y NOTARe.
-6
PU TTLIC
Or
,rra
-je jt
l4
(
co
HARTERT A V/ILSON
2IO TENTH STREET
GLENWOOD SPRINGS, COLORADO 8160I
TELEPHONE (97o) 92o-e6o5
FACSIMILE (97O) 926-9660
North 27,LLC
244 Hutton Avenue
Rifle, CO 81650
Gentlemen:
b.
ATTORNEYS AT LAW
December 14,1999
GERALD D. HARTERT
RoltALD m. wllsor
RE:RoadAccessEasementsAppurtenanttoSimonSubdivisionExernption
I represent sMI, LLL' a cororado Limited Liability Limited partraership, the deveroper and
decrarant under that certain Grant of Easement and Declaration of covenants, conditions and
Restrictions for a portion of peacf vJr"v orchard and Simon Subdivision Exemption
(,,Declaration,). you have requested my opinion concerning the right ofthe owner of Lot 4 of the
simon Subdivision L*"*p,i.n to use the road easement exteiding over and across the westerly 75
feet of Lots 12 andi+ * a'"r"ribed in the oeclaration and the map of peach valley orchard recorded
at Rec"Ption No' 36474'
Inmyopiniontheowneroflot4SimonSubdivisionExemptionclearlyhastherightunder
the Declaration to use the aforementioned ,oud and utirity easement as appurtenances to this
;;"r.
-irr" basis for this opinion is as follows:
a.UndertlreprovisionsofArticlellparagraphs2!|d3oftlreDeclaration,all
owners have the right to the use ana ulenent of the common Facilities and
suchComnronFacilitiesareappurtenancestotheLotssubjecttothe
Declaration.
c
Article IV of the Declaration provides that all roads and road easements are
Common Facilities.
Article IX of the Declaration is a dedication and transl'er of inter alia' road
easements specificaily J.t"tiu"A therein a'd including at Paragraph 3' Article
lXaneasementro,,oua*uyaccessarrdutilitiesoverandacrosstlreeasterly
T5feetofLots12and14.Thisroadeasenrentiscontiguousto.Lot4of
Simon Subdivision Exemption, is intended to provide access thereto in
addition to the direct access on County Road 261' and is therefbre clearly an
appurtenance to Lot 4'
You have advised me that you have applied !'-tuPi'ision of Lot 4 of Simon Subdivision
Exemptio, under the subdivirio, itg,,iuiio* of Co'field County' Colorado' and I offer the further'
opinion that the aforementiorr"d,oud*uy-"ut"*""t.is available for the benefit of aud is an
appurtenan"" ,o *, portion of Lot + oi 6i*o, Subdivision Exemption that is capable of being
senred thereby, incrudi,g additional rot, "r.ut"a
by re-subdi'ision. This opinion derives from the
operation of the law governing the use of appurtenant easements. The subdivision of one parcel
oiproperty served by an appurtenan, ."r.*"r, into smaller parcels of property permits the orvners
of the subdivided parcers to ur. the easement appufienant tothe rarger parcel unless the number of
lots created by a subdivision "onrtit
i", * ur**onabre expansion of the burden on the servient
estate subject to trre easement. rn trr. "L" of the sub,Jivision rvhich you propose of a total of five
lots' it is my opinion that no ,u"h u,o"*onable increased burden on the Lots l2 arrd 14 of Peach
ValleY Orchard' would occur'
please let rne know if I can provide yo, with a,y further information or crarification of the
foregoing-
Yours very trulY,
Gerald D. Harten
GDFVPc
NORTH 27 SUBDIVSION
GARFIELD COUNTY, COLORADO
PRELIMTNARY PLAN SUBMITTAL
DEGEMBER 20, 1999
Appendix B
Geologic RePort
(HP Geotech, lnc.)
FH GET]]ECH P.AUUMU-16-199:, !7zW
H Eeororth-Pgwlt} CreficthdcsL I!G.
soi0cor@Rod 154
Qlj5wooil SlrlngF Cotorrdo Et6lll
Phone 970''945'?98t
Far:97994!irE4sn
hpgro@hpgeote+hm
Noveober l5' 1999
Nortb 27 Subdivision
c/o Paul Curricr
?,44Httttos Avenre
Rifc, Colorado 81650 JoD No. 199 857
Subjecu PrelimiraryGeologicEvaharion, ProposcdNofi'z7 Subdivision'
Southu,est-of h,tersectioq of County Roads 261 and 250' North of Silt.
Garfield Count5t, Colorado
Dear tvft. Cruricr:
As requested, a geologic reofiuuissiance of the ProP€rty was mado m
NovemUer I, 1999. In additioa, we bave ateo reviewcd regiotr8l geologic m4rs of the
"ro. fni, ptirpose of our work was to errahute fte geologic conditions of the Plop€fiy
*A rcif potential impact to rbc propsed residential mrbdivision. This l€ficr has bceo
prepared ro summarize oru fmdiogs and preseut our oonclusioos' The work waS
i*qr-* in accordance wir[ our agreeaent to North 27 Subdivision dued fuobec 29,
1999.'
hoposed l)orelopment A skctch Ptau for the subdivisiou dated Augrrst 13' 1999
snois 5 proposed single family lots varyi4g in size fiorl'3'lzto 12'49 acncs' Existipg
resideaces are located on Lots z ail3 of the Slmoa Subdivision exeltrptioB u, th trorh'
Tbe developmem will be serviced by a comnrunity wstsr system. Individual sepdc '
systcrD{r are proposed on each lot A privat€ roadway from the existing rcad to the wegt
will provide acces to the Ims.
Site Conditions; The prOposed development is about T7 '5 aues and is locatcd to rhe
rrorth of tbe Towu of silt in a part of secdon 36, T5S, Rglw. The ground surfrce in
the developmcutares is relatively flat $'i6 a geille slo;rc down to ttre south' A wedands
are, l, located in o portion of LoA C, D and E. Grouuitwater was eocousered at
a** of 2 aad 5 fc$ in piu observgd on Los C ad A, resPecdively' Ttc'soils
observed ln fte pits consist of sandy silt and clay'
Geologic SettlnS: The property is located on the uorthern side of the Piceance struchual
uesin ihicl was forared Ui oe Laramidc orageny about 4o to 70 million ycars ago'
Near surface formarion rock ia fris part of the basin is tbc Eocene aud PaleocEne-age
wasdct Forsution (Tweto and othcrs ,lg78). The wasarch Formatiou is a fluvid
I.H GEOTEC}I P.Wl@F€lr-16-1999 L?r@
Norrb 27 Subdivision
November 16, 1999
Page2
sedimentary foruatioa and is made rp of varicolored claystone, sihstone, sandstone and
congtomeratc trpnses. Tte bedding is nearly flu to gemly dipping doum to the sorrh.
Major faulrc have not been mapped iD the vicinlty of the Property (Kirkham and Rogers,
f981). Thp property is on a ped.imeat alluvial surface. The pedimem $rface was
formed by sheet flow nrxl wind deposits consisting of fine gained sanrls, silts ad clays
(Soule and Stoveir, l9t5).
Geologic Ass€ssment: It should be fca3ible b dcvelop tbe propcrty as grqroscd,
provided good cnginocring princlples aad pactices arc uscd in thc dorg. ThG
property-is nst exPoscd to d€bris flow, landslide, rockfrll on grond zubsidffi
h.*rd.. Thcrc arc sorDe conditio,ns of a geologic rgnrre which should be ooBidercd as
planniqg and design prococdS. These conditions are discrssed below.
Foundation Conditlons: The eolian and alluvial soils could have a collapse or
sctrlc6crt potrdiat. Due to the shallow groundwatcr, tte collErsc Prore soils are likely
of ligited dq,&. If seAle,oe,m PIstre soils sIE preseil,, thsir potedial impac6 are
tlpically Bitigalcd by control of landscape irrigatiou rcsr the bruilding, heavtly
r-"lof"r""a foudatiou watls and low footing b€aring Pressures- In somp cages, 6e.'
go*Iressible soils can be excavated and rtplaced with compacted struqfirral fiIl. Due to
the shallow groundwmcr conditioos obsewed 1o tbe plts, baserrent level constnrction
may aeed to be limited or avoidcd-' Mounded septic disposel systems maybc oeeded due
to the shallout gtottodwaer.
Earthquale Considerations: The develo,pment could experience moderAely strong
eartbquat6,relared ground shaking. Modified Mercalty Inteusi$ VI ground shaking
coutd-ocrur durhg a reasonablc servicc lifc for devclo,pment but the probabiliry fur
s6onger grouad rn fi"g ts low- Intersity VI ground sbakiug is felt by most pcoplc and
"* general alefin, but results in regligibl6 dqynrgc to structures of good desiga' rrrt
.o*u.,r",ion. Tbe residcoces should be desiEned m wi&staod moderatcly sron8 grouud
.shaking wirh linle Or oo daoag'e and uot to collapse undct stroogEf, Eround -sh'tttt8'
The region is in Uniforsi Building Code, Seismic Risk Zooc l. Based oo our current
understandiqg of the earrbguake hrzerd in thi* part of Colorado, we see Do rcasoD to
fircrease tbc commonly acccpted seismic risk zone for the area.
Ltmitadons: This snrdy was conducted.according rc geoerally accepted engineerilg
geology priociples and practices in this alea at this time. We make no wararty either
I*pr"ir.U or implied. The conclusions presented in this report are based ou the sirc
i
I
I
I
I
Mlu-16-1999 t?2@ }+ GEOTEC}I P.U/U
North 27 Subdivision
November 16' 1999
Pege 3
reconnaissaoce, review of published geologrc maps and Oru eryerieoce iq the area-
This report has been prepared for the exclusive use by otr1 client for project plenning
ad prelirnioarY atesigp.
If you hgVe any questions or if we can be of firrther sssisEnce, please call oru officc.
Sincerety .
HEPWORTII. PAWLAK INC
Jordy Z- Adamnn',
Rcv. BY. DEH
lzttt]rM'
REFERENCES
Kirldan,R.M.andRogers,W.P.,lgEl.funnqnkcPotmtialinC'olorafu-A
PrelimiruU Evaluation. Colorado Geological Survey Bulletin 43'
Soule, I.M. and Smver, 8.K., 1985- Surficiat GeolOgl, Geomorylwlogy @1d Gencral
Engtruerintg of Parts olthc @lorado River vallry, Roaring Fo'f. Nver Valley od
7d** A-reas, OarfiiA Cotmry, @lomdo. Colorado Geological Survey, Opeu Filc
Report 85-1.
Tweto, O. aDd O&ers, 1978- Geotogic Map of tle l*adville I "x 2'Qud'ranglc,
Nortlwestcrn @torodo. U-S- Geological s'urvey Map I-9p-
P
TOTFI- P.64
NORTH 27 SUBDIVSION
GARFTELD COUNW, COLORADO
PRELIMTNARY PLAN SUBMITTAL
DECEMBER 20, 1999
APPendix C
Title Commitment for Lot 4, Simon Subdivision F-:<emption
Owned by: John M. Cunier and Paul C- Cunier
dba North 27,LLC
Land Title Guarantee GomPanY
RE: GW23r533-5
Date: lG45-1999
To:. -TAUI
AND CIIERYL CT]RRIER
244IIUTTON AVE.
RIFLE, CO 81650
Property Address:-'i[n couNTY RoAD 261 oR 250 slLT' co 81652
l. Effective Datq September 01, 1999 ar 5:fr) P'M'
2. Policy to be Issued, and Proposed Insured:
"ALTA" Owner's PolicY l0-ll-92
ProPosed Insucd:
NORTH 27.LLC
,ALTA" Loan Policy l}-17-g2
ProPosed Insured:
nii,lNr BANK, ITs succESSoRS AND/oR ASSIGNS
Old Republic National Title Insurance Company
ALTA COMMITMENT
Schedule A
Our Order No. GW231533-5
Cust. Ref.:
$145,500.00
$9s,000.0o
3.TheestateorinterestinthelarrddescribedorreferredtointhisCommitmentandcoveredhereinis:
A Fee SimPle
4. Title to the estate or interest covered herein is at the effective date hereof vested in:
s.M.I.'L.L.L.P.,ACoLoRADoLIMITEDLIABILITYLIMITEDPARTNERSHIP
5. The tand rcfcrred to in this Commitment is described as follorvs:
SEEATTACHEDPAGE(S)FoRLEGALDESCRIPTIoN.
ALTA COMMITMENT
Schedule B-l
(Requirements)Our Order No. GW231533-5
The foltorving are the requirements to be complied rvith:
payment to or for rhe account of the grantors or mortgagors of the full consideration for the eslate or interest to be
insured.
1
proper instrument(s) creating the estate or inrerest to be insured must be executed and duly filed for record' to-wit:
ARTICLES OF ORGANIZATION FOR NORTH 27'LLCMUST BE FILED WITH THE SECRETARY
OF STATE. A COPY STAMPED BY THE SECRETARY OF STATEMUST BE FURNISHED TO
ieNo rITLE GUARANTEE coMPANY'
PARTIAL RELEASE oF DEED oF llulT DATED APRIL 15,lggg, FRoM S.M.I.,
L.L.L.P.,ACoLoRADoLIMITEDLIABILITYLIMITEDPARTNERSHIPToTHEPUBLIC
TRUSTEE OF GARFIELD COUNTY FOR THE USE OF SONIA L' SIMON AS PERSONAL
REPRESENTATIVE OF THE ESTATE OF FRED I' SIMON' DECEASED TO SECURE THE SUM
oF$535'ooo.o0RECoRDEDAPRIL16,lggg,INBooKll25ATPAGE69.AS
RECEPTION NO. 544036..
PARTIAL RELEASE oF DEED oF TRUST DATED AUGUST 12,1999, FRoM S.M.I.'
L.L.L.P.,ACoLoRADoLIMITEDLIABILITYLIMmEDPARTNERSHIPToTHEPUBLIC
TRUSTEE OF GARFIELD COUNTY FORiHE USE OF ALPINE BANK TO SECURE THE SUM OF
$3OO,OOO.OO RECOR;ED AUGUST 17' Iggg' IN BOOK 1145 AT PAGE 5OO UNDER
RECEPTION NO. 550575.
WARRANTYDEEDFRoMs.M.I.,L.L.L.P.,AcoLoRADoLIMITEDLIABILITYLIMITED
PARTNERSHIPToNoRTH2T,LLCCoNVEYINGSUBJECTPRoPERTY.
.,
3.
4.
ALTA COMMITMENT
Schedule B-2
(ExcePtions)Our Order No. GW231533-5
The policy or poticies to be issued rvill contain exceptions to the foltowing unless the same are disposed
of to tfre satisfaction of the Conrpany:
l. Rights of claims of parties in possession not shown by the public records'
2. Easements, or claims of easements' not shown by the public records'
3.Discrepancies,conflictsinboundarylines,shonai:ii-Ti:encroachments,andanyfactswhichacorTeclsurveyand
inspecrion "r
m"pr"t"ites would disclose and which are not shown by the public records'
4- Any lien, or right to a lien, for seryices, rabor or materiar theretofore or hereafter furnished, imposed by raw and
noishown bY the Public records'
5. Defects, liens encumbranoes, adverse claims or other matters, if any, crealed, first appearing in the public records or
attaching .uur"i*:rriio ,t. "rr*ir" oate hereof but prior ro the ox" tt e proposed insured acquires of record for
value the estate or interest or mortgage thereon covered by this Commitment'
6. Taxes and assessments not yet due or payable and special assessments not yet certified to the Treasurer's office'
7 - Any unpaid taxes or assessments against said land'
8. Liens for unpaid waler and sewer charges' if any'
g.THEEFFECToFINCLUSIoNSIN-ANYGENERALoRSPECIFICWATERCoNSERVANCY,
FIRE PROTECTTON' SOL CONSERVATION OR OTHER DISTRICT OR INCLUSION IN ANY
WATER SNNVIE, OR STREET IMPROVEMENT AREA'
10.
11.
t2
13-EA'EMENTS AND RTGHT' oF wAy FoR couNTY R.ADS No.26l AND 250 As coNsrRucrED
AND IN PLACE
WATER RIGHTS OR CLAIMS TO WATER RIGHTS'
RIGHToFPRoPRIEToRoFAVEINoRLoDEToEXTRACTANDREMovEHIsoRE
THEREFR.M SH.ULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES
AS RESERVED IN UNiTTO STATES PATENT RECORDED FEBRUARY 28' 1894' IN BOOK 12
AT PAGE 299.
RESER,ATI.N oF DITCH RIGHTS AS CONTAINED IN TNSTRUMENT RECORDED FEBRUARY
ii, rgto tN BooK 79 AT PAcE 407'
t4 EASEMENTS.RIGHTSoFwAYANDoTHERMATTERSASsHowNoNTHESUBDIVISIoN
EXEMPTIoNPLATRECoRDEDAPRIL2I,|gggASRECEPTIoNNo.5442|9.
ALTA COMMITMENT
Schedule B-2
(Exceptions)Our Order No. GW231533-5
The policy or policies to be issued rvill contain exceptions to the follorving unless the same are disposed
of to ttre satisfaction of the Company:
l5 TERMS'CoNDITIoNsANDPRovISIoNSoFGARFIELDCoUNTYRESoLUTIoNRECoRDED
npnir- zo, 1999 IN BooK I125 AT PAGE 434'
Our Order No. GW231533-5
LEGAL DESCBIPTION
LOT 4
A TRAcr oF LAND
'TTUATED
IN THE NEI/4NE,/4 oF
'ECTI.N
36' T.*NSHIP 5 sourH'
RANGE e2 WEST Or in-e slxTH pnlNiipni MEntoleN BEING IuoRE PARTICULARLY
oiic*,rt, AS FoLLows:
BEGINN*INGATAPoINToNTHEEASTLINEoFSAIDNEI/4NEI/4WHENCEAWITNESS
CORNER FOR THE T"ONTHEOST CORNEIO. SruO SECTION 36 BEARING N 01 DEGREES 07'25"
E 20.00 FEET FRoIvr sJlo NonTHEASfcoRNER BEARs N ol DEGREES 07'2s" E 4s4'40
FEET:
THENCESIDEGREES0T.25"w88T.T5FEETToTHESoUTHEASTCoRNERoFSAID
ifiy,XIE"r-l, ,ro*r Eszt,z.- w l3s0.r2 FEE, ro rHE sourHwEsr coRNER oF
'AID
IfLlIElt"NG rHE wESr LINE oF
'AID
NEr/4NEl/4 N 0r DEGREES 00'46: E 887'78
FEET; oa EEE"' T^ TrrF poINT oF BEGINNING'
THENCENSgDEGREES2I.3g,EI35I.S3FEETToTHEPoINToFBEGINNING.
ALSO KNOWN AS LoT 4', SIMgI^S-Ul]-DlvlsIoN EXEMPTION PLAT
AccoRDINc ro T;E PLAT neconop,o npnru 2r' 1999 As RECEPTTIoN NO' s44219
COUNTY OF GARFIELD
irnre oF coLoRADo
LAND TITLE GUARANTBE COMPANY
DISCLOSURE STATEMENT
Required bY C.R.S. l0-ll'122
A)Thesubjectrealpropertymaybelocatedinaspecialtaxingdistrict.
B) A Certificate of Taxes Due Iisting each taxing jurisdiction may be obtained from the County
Treasurer's authorized agent'
C) The inforrnation regarding special districts and the boundaries of such districs may
be obtained from rh-e soard or couuty commissioners, the county Clerk and Recorder, or
rhe CountY Assessor
Effective sepremhr r, rggT,cRS 30-10406 requires that all documenrs received for recording or filing in the
clerk and recorder,s office shall contain a top m-gin of at least one inch and a left, right and bottom margin of
at lease one half of an inch. The clerk and recordei may refuse to record or Iile any document that does not
conforrn, except that, the requirement for the ,op --g-i" shall not apply to documents using forms on which
;pr#;;;;drd for recording or filing informition at the top margin of the document'
NORTH 27 SUBDIVSION
GARFIELD COUNTY, COLORADO
PRELIMINARY PLAN SUBMITTAL
DECEMBER 20, 1999
Appendix D
NRCS Soils Data
(from Sketch Plan Submittal)
NORTH 27 SUBDIVSION
GARFIELD COUNTY, COLORADO
PRELIMINARY PLAN SUBMITTAL
DECEMBER 20, 1999
Section 4:7O A
Soits are easily buitdabte, but wil! tikely require engineered-individual septic
=Viliri-Oue to a high ground water table. Each Lot will require an percolation
test in accordance with Garfietd County requirements'
U.S.D.A. Soit Conservation Service soil designations, with interpretation tables
itt""t"O. The soits within the north 27 Subdivision are Olney Loam (map symbol
iiri "rJ potts Loam (map symbot 55). lnterpretation tables from the Garfield
County Soit Survey are attached-
Soils - map and description of soil types and their boundaries based
on the Naiionat Cooperative Soit Survey, U.S.D.A- Soi! Conservation
Service, and including a table of interpretations;
l
@ NORTH 27 SUBDTVIS|ON
|}
SCALE: 1':2OOO'
DATE: AUGUST 16, 1999 JOB NUMBER:DRAWN BY: DLS CHECKED BY: JMC
SCS SOILS IVAP
SOIL SURVA106
TAELE 7...BUILDIIIG'SITE DEVELOP}IETT.-CONtINUEd]: :..:
SotI naue and
uap synbol
43
Lluon
ll4---------
HorvaI
Trldell----
46---------
il 1h1I1
q7 ------tl1hlI1
48----"-'--'---i-llorthnater' "'
Parachutc
53r:
Parachute-- -;---'
5q-Potts
57rzPotts------
I ldefonso--
Shallon
excavatton!
yoderate:
too clayey.
S1 lght----
Hoderate:sloPe.
Severe:
s loPe,large stonea.
Severe:cutbanks cave.
SeYere:
sloPe 'cutbanks cave.
Severe:sloPe.
s1 t sht----
S1 iSht---- -.-----
Hoderate:
s1oPe.
severe:
sl.oPe,depth to rock.
Severe:
s loPe ,depth to rock.
Hoderate s
sloPe tdepth to rock.
S11 tht-----
l'sl18ht----I
a
Hoderate:
sloPe.
Sl I tht-----
SeYere:Iarge stones.
Duelllngs
rrl thout
basenen
Severe:
shrink-swe11.
Hoderate:
shrtnk-sHel1.
,shrtnk-sue11;slopc. -'
Severe:slope,large stones.
Sl1eht-----
Duel}lngs '.
ulthents ;'
Severe:
shr 1nk-sneI1.
Hoderate 3
shr 1nk-suel1.
Hoderate:shrlnk-snell tslope.
Severe:slope,large stones.
SuaIlcomuerclal
Severe:shrlnk-sneI1.
t{oderate:
I Severe:
slope.
Severe:
sIopc,large stones.
III
I
aI
I
aI
II
I
aI
I
I
II
III
I
a
a'I
aII
aIIIII
aIIlI!IIIt
IIIII
IIII
I
III
II
a
ai
aII'l
III
IIIIIII
aIIII
IIII
a
IIII
a
a
aI
II
III
IIII
I
aI
III
I
sIope,
shrlnk-sne11.
Slight-----Sllght-----
I
III
I
I
aI
I
tI
IIiI
I
I
IIII
a
II
IIII
I
I
I
II
II
aI
I
tI
I
3
I
I
I
I
I
I
I
IIIIl
I
IIItI
II
II
I
a
II
Severe:slope.
Severe:
slope.
Stlght-----
Severe:
s1ope.
Severe:
.slope.
Sl1ght-----
Severe:
s lope .
Severe:
slope.
Sl1ght----
Sl 1 ght----
Hoderate:
slope.
Sever€:!lope.
Severe:slope.
Hoderate:
slope,shrlnk-sneI1.
Sllght----
Sllght----
Moderate:slope.
SI 1 ght----
Severe:
Hoderate:
slope.
Severe:slope,depth to rock.
Severe:
sfope,
depth to rock.
l{oderate:
sl ope,depth to rockt
shrlnk-swel1.
sriSht----
SIlght---'
Moderate:
s1ope.
S1 lght----
Severe:
Large stones.
S118ht-----S1 1 sht----
Severe:
slope.
SeY€re:slope.
Sev.ere:
s1ope.
Severc:
slope.
S11 Bht----
Hoderate:
slope.
Severe:
slope.
Hoderate:
slope.
Severe:slope,Iarge stones.
See footnote at end of table
large stones.Iarge stones.
S1
Local roads
and streets
Severe:Iou strength,shrlnk-sueIl.
Iloderate:
Iow strength,.shrlnk-suell,
frost actlon.
Hoderate:Iou strength,shrlnk-sneI1,
sIope.
Severe:sIope,large stones
Severe:
slope.
Severe:
slope.
l,!oderate:
slope.
Severe:
sIope.
Severe:
slope.
Hoderate:
sIope,frost actlon,
shr lnk-sue11.
Hoderate:
slope.
Severe
t1gh
tgh
tght
S11 ght.
htSllg
thts11
s11
s1
It-I
I
III
I
aI
ItI
II
IIIIIIt
I
aI
IIII
I
aI
II
!I
III
aI
tII
a
I
IItIIII
I
I
IIIIII
aI
I
I
t
AREA COLORADO
11 nanc and
oap sYrobol
v
hler
n
aI
7].---------"-'
e11------------
TI
11
hnater
o----------"-'
v
v
chute
chute----------
e--------"'---
fle d
Severe:percs sloulYt
sloPe.
Septla tank
absorPtlon
Moderate: r:
percs slosly'
Hoderate:
sloDe.perts - slou1Y'
Severe:slope.
Severe:
PercssloPe.
sloslY r
Severe:
sloPe tlarge stones'
S1t tht----
Severe:sloPe.
Moderate:percs slowlY,
slope -
Moderate:percs slon1y,
sIoPe.
Severe:
s1oPe,dePth to rocK'
Moderate:percs sloulY'
Hoderate:percs slonlYt
sIope.
Severe:sIope,depth to rocK'
Severe:
slope tdePth to rock'
Severe i
depth to rock'
,ee footnote at end of table
depth to rock.
111
TABLE 8..-SAIIITARY FACILITIES-.CONtlNUCd
Sevage lagoon Trench
areas I sanlndfll
Arca
sanl
lan 1
Severe:
s1ope.
I Poor:
3Iope.
SItght-----Good.
Dally covcrfor landflll
Severe:
s1ope.
lloderate:slope,
seePaSe.
Severe:
slope.
Severe:
slope.
Hoderate:slope.
Severe:
slope.
Severe:
slope.
Severe:
seePage,
slope,large stones.
Severc:
aeepa8e.
Severc:slope,
seepaSc.
Severe:
s1ope.
Mod erate:
seepaSe,
slope.
Severe:slope.
Severe !
slopc,depth to rockt
seepage.
Severe:
s1
Severe:
slope.
SII ght-----
SIlght-----
Severc:
slope.
Severe:too clayeY.
Hoderatc:too clayey.
Hoderate:too cIaYeY.
t!tr
II
I
I
I
IIIIIII
I
I
II
tIII
I
II
II
I
I
II
a
I
I
III
Hoderate:
s lope .
Sl lsht-----
Severc: I Poor:slope. I slope.
I
Sltght----- ! Poor:r too claYeY.
Falr:
slope.
III
I.FtI
alr:too clayeY.
Severc:
s ee page
large s
Hgderate:'slope.
Severe:slope,
seePage.
Severc:
seepaSe.
Sevcre:
slopc t
secpaBe.
Severe:
sloPe.
Fair:
slopc 'too clayeY.
Poor:
sloPc tlarge stones.
Poor:smaIl stones.
Poor:
s1ope.
Falr:snaIl stones.
Falr:suall stonest
slope.
Poor:
sIoPc tsnall stoncst
area recla1E.
Poor:
slope tsoall stonest
area reclaln.
Falr:
snall stonest
thln layert
slope.
IIII
IIIII
I
3IItI
ttonet.
I
i
IIiII
I
1II
I
II
I
III
III
III
Severe:
seePaEC.
Severc:
s eePaSe.
Poo r
slope tsnall stones.
Severe:
s1ope,depth to rock.
I
IIIIIII
ItI
I
II
aIiI
Irl
IIII
3II
Sl I ght----Sl I ght----
S1 I ght----Uoder ate:
slope.
d
s
oPC rpth to rock t
I Severc:.
slope tdepth to rock,
seepaSe.
Severc:depth to rockt
seepaSe.
Severe:
IIt'I
I
t'
Sevcre:
slope t
seePage.
Severe:
slope 'seePage.
ltoderate:slope.
artlIIII
IIIIIIIIIII
aIII,II
Ie
eepage.
tIII
IIII
a
3
aI
II
II
atII!I
ItIIIIIII
II
IIII
I
3IItI
Severe:
slope.
tI
I
III!I
II
III
3
a
a
t
I
t
IIIIII
I
I
I
III
I!III
III
I
a
IIIIIII
I
I
I
aIIItItI
IIIII
aI
I
I
IIIII
3
tII
I
ItI
I
I
I
t
I
III
I!III
III
II
aIIIII
aI
IIIIIIIIIII
3II
III
a
IIII
IIII
II
IIIIIIIItIIIIII!II
IIII
I
III
II-a
I
III
IIII
172
SOIL SURVEY it
I
t2TABLE 8...SANITANI FACILITIES--CONtINUCd
Soll naEe and
nap sYubo1
5tt, 55-----
Potts
A-.5 Potts
57rz
I ldefonso--
I ldefonso--
5gr:Potts------
I ldefonso--
62. z
Rock outcroP.
Torriorthents.
63-----SiIas
65r.
Torrl fIu vents
66.:
Torr lorthents -
Canborthlds.
Rock outcroP-
6?rzforriorthents.
Rock outcroP.
see footnote at end of table'
I
a
II
IItt
I
aII,
a
a
ItI
Septlc tank
absor
Hoderate:percs sloulY.
Hoderate:
sloPe tpercs sloulY.
Moderate:percs slonlY.
se vere:
sloPe tlarge stones.
Severe:sloPe.
Se vere:
sloPe tlarge stone!.
Severe:
s1oPe.
Severe:sloPe tlarge stones.
Severe:depth to rock,
sloPe.
Hod er ate:
slope,
seepaSe.
Severe:slope.
Severe:
,slope.
Severe:slope,
see page.
Severe:
slope.
Severe:
Iope,
eepaSe.
Severe:sIope.
Severe:
sJ.ope,
seePage.
Severe:
s1ope.
Severe:
slope.
Severe:floods.
I
I
1I
I
IIIIII
3II
I
a
II
II
IItI
I
I
IIIIIII
III
a
3
III
II
a
I
I
III
I
I
III
IIIII
IIItI
I
s
s
Severe 3
depth to rock,
slope.
Severe:
floods -
Severe:depth to rock,
percs slosly,
slope -
,eVel. e:depth to rock,
s1ope.
Seeag€ lagoon
areat
Trench
sanltar
Sl i eht-----
Sl lght-----
Sl I ght-----
Se vere :large stones-
Hoderate
s lope.
Severe:large sgonest
seepaSe.
Severe:slope.
Severe:
s1ope,large stonest
seepage.
Severe:depth to rock.
Severe:
SIOPE,depth to rock.
I Severe:floods.
Severe:depth to rock'
slope.
Area
s anltary
S1 lght----
Hoderate:
s lope .
S1 1 ght----
Uoderate:slope.
SeYere:
slope.
Severe:
slope,
seePaSe.
Severe:slope.
Severe:
sl.ope,
see Pa8e.
SeYere:slope.
Severe.:
slope.
Severe:floods.
Severe:
slope.
i Dali for Iyla cover
nd f1 11
Falr:
s lope.
Poor:larg,e stones.
Poor:
slope.
Poor:
slope,large stones.
Poor:
sIope.
Poor:sIope,large stones.
Poor:
s1ope.
Poor:
slope.
oor:
sIope,thin layer,
area reclaln.
dooG
Good
odGo
P
I
II
a!IIIII
a
3
aI
aI
I
3II
LIItI
I
3
aI
II
I
I
I
I
IIIIt
I
II
IItI
II
II
II
Poor:shrlnk-sse11;I
AREA. COLORADO
,11 naoe and
nap synbol
1er
1--
ILL---------'-----
L----- --- ---- ---
1
t
'rute
Eoad flll
slope,loH strength.
9Pe r,1n layer
ea recla
II
! Falr:i 1ow strength.
ilFalr:I lou strength.
I
I
I Poor:I slope.
I
I Poor:t lon strength,i shrlnk-suell'
I
I Falr:i 1os strength'i shrlnk-suell,I frost action'
iII
i Falr:i Ios strength,
i shrink-swe11,I frost actlon'
II
I Poor:t larBe stones'
tI
I
I Good------
a!IIII
! Falr:I slope.
II
III
! Poor:I slopc.
t
I Falr:! los strength.
II
! Fair:i lou strength'
IIt,
I Pbor:
i_
)
t.
,
1n
tslIrhtar
I!
I
tute------------I Poor:! ttrtn laYer,I area reclalo'
I
I Fair:! thln laYer,i lon strength'
!
l footnote at end of table'
Unsul ted---Unsulted--iFalsls
I
I
TABLE 9.--CONSI8UCTIOtl I{ATERIALS--Contlnued
Sand
Unsulted---
Unsulted---
Unsul ted---
Unsulted---
Unsulted---
Unsul ted---
Unsulted---
Inspltsd---
Unsulted---
Unsui ted---
Unsul ted---
Unsul ted---
Unsul ted---
Unsul ted---
117
Unsulted---
Unsul ted---
Unsul ted---Falr:
sfope.
Unsulted---oor:slope.
I
Unsulted--- ------?'-- I Poor:too clayey.
Unsulted---
Unsulted---Fa1 r:
s1ope.
Gravel
Unsulted---
Unsul ted---
Unsulted---
Unsulted--- --i -o -- t -'
Unsul ted---
Unsulted---
Unsulted---
Unsulted------------- | Poor
fopsoll
Poor:
s lope ,too clayey,large stones.
Good.
Poor:
sloper.large stones.
snalI stones,area reclaln.
Poor:slope,small stones,
area reclaln.
Poor:
slope.
Fa 1r:small stones.
Fair:sma1l stones,
s lope .
Poor:
slope,
area reclalm.
Poor:
sIope,
area reclaln.
Good
1r
Iope,mall stones.
III
ItI
tItI
aI
IIItI
a!
II
I
IItI
I
I
aI
II
I
II:
I
II
I
III
II
I
II!IIII!
a
I
I
I
I
III
I
III
aI
II!I
II
III
II
II
I
I
tII
I
I
I
aI
II
IIII
I
3
a
a
I
.tI
IIt
I
III
I
I
IIIII
aI
IIt
I
II
Iit
I
I
I
II
aItI
aI
I
I
III
118
Soll nane and
EaP syDbol
54, 55---'-
Potts
56---------Potts
57tziotts-----
58r:Potts-----
Ildefonso--
59r z- Fotts-----
Ildefonso--'--'--- i- -
62r z
Bock outcroP.
Torrlorthents '
63-----Sllas
65..Torrlfluv€nts
66.:
Torr lorthents '
Canborthlds'
Bock outcrop'
6?r:
Torrlorthents '
Rock outcroP'
See footnote at end of table'
TABLE 9..-CONSTRUCTIOI HATERIALS..CONIINUEd
SandRoadflll
Falr:Iou strength.
Falr:lou strength.
Fair:lou strength.
Poor:Iar8e stones.-
Falr:
slope,Iou strength.
Poor:large stones.
Poor:
slope.
Poor:
sl. ope ,large stone,s.
Falr:
s1ope,thln layertlou strength.
Poor:
s1ope.
Falr:lou strength.
slope,low strength,thln layer.
! Unsulted
I
Unsul ted---
Unsulted---
Unsul ted---
Unsutted---
Unsulted---
Unsui ted---
Unsul ted---
Unsul ted---
Unsui ted---
Unsu I ted---
Unsui ted---oorP
I
I
ItI
II
I
II
a
III
II
II
II
IIII
III
aI
II!III
I
aI
I
I
I
aIIII
aI
at
IIII
IIII
TopsollGravel
Unsulted---
Unsu ited---
SOIL
Poor:slope,Iarge stones.
slope.
Poor:slope,large stones.
Poor:slope.
r:
oP€ ro clayeY:
alr:snall stones.
air:
slope,small stones.
Unsulted--- | Fatr:I sna1l stones.
I
Unsuited--- i Poor:
I large stones.
i
IUnsulted--- I Poor:I s1oPe.
I
! Poor:I slope
I
IIIIIIIIII
I Good .
II
Unsulted---
i
i
Unsul ted------------- i F,I
I
I
III
iUnsulted------------- iIIIIIII
:
i
Unsulted--- - -- -'-'--- i
I
3
I
IUnsutted------------- IIIII
I
I
i
Unsulted------------- i PoolsIitoIIII
IIII
IltIII
IIIItI
II
II
IIII
IIII
I.t
TABLE 10.--I{ATER }'IANAGEHEIIT--Contlnued
! Eobanktoents,
! dikes, and
I lelq
Large stones---
Thin layer-----
Thin laYer----r-
Thln IaYer-----
Thin laYer-----
Plplng---------
Favorabl e------
Fav.orable------
Seepage--------
Seepage-----'--
Thin laYer-----
Favor abI e------
Favor abfe------
Th 1n 1 ayer-----
Dr ai nage
Slope----------
SIope----------
SIope----------
Favorabl e------
Slope----------
S1ope,Large stones---stones.
s tones.
to rockt
t large
II
I
1II
I Slope ,I Iarge
IIt
I
I Depth
I slope
II
lDepth to rock
IIII
IIiDepth to rock
I
I
I
I
iDepth to rock
a
III
IIII
I Slope, i
I percs sloulY-
II
! SloPe----------
II
II
! Slope----------
IIII
I Slope----------
II
IIlPercs sIoulY,I s1ope.
II
I Slope----------
II
IIt
I
I Slope----------
III
3lSlope, .
I large stones.
IIII
Hard to Pack---
Pt pl n8---------
P lpl ng---------
k---PacHard Lo
Large stones t
seepaSe.
h to rock 'pe.
pt
1o
De
s
t
P
naae and I
t ---------'--
lonso
lonso--------
,r---------'-
rl
tl-----'--"'
narr-----e---a
hier
Pondreservolrreas
SeePage tslope.
Seepage tI s1ope.
II
a
i oeptn to rock,
i sloPe.
I
I S1oPe,I dePth to rocK '
IIIIII
synbol
Slope 'dePth to rocK'
Slope,
dePth to rocK'
SloPe----------
II
a
a
aII
3
I
aII
I
II
aIIl
IIIIIIII
ichute
iee footnote at end of table'
Slope 'seePaSe -
Slope t
seepage.
Slope t
seePaSe.
S1oPe,
seepage -
Depih to rock,
s IoPe 'seePage.
SloPe----------
n
aI
S1oPe,
seePaSe.
a]-----'-"--'SIope,
seePaSe.
e 11 ----------Slope,
seepaSe.
SeePage--------
11
-- I SeePage 'I1 sloPe.
huater
SloPe t
seepaSe -
SeePage--------
v
1 -- - -------'-
v
I rr18at1on
Slope tlarge stones,
droughtY.
slope tlarge stonest
drouBhtY.
RooBlng dePth,
slope.
Slope----------
slope--------
Slope----------
Erodes easilY,
slope.
Erodes easilY,
slope.
Slope,
drouBhgY tlarge stones.
Slope 'drou ghtY.
S1ope,
droughtY.
Slope-----
F avorable------
S J, o pe---- - - ----
Terraces and
dlverslons
Large stone3t
slope.'
Large stones,
s lope .
SOIL SURVEY
Grassed
t,aterHays
Slope,Iarge stones,
droughty.
Slope,large stones,
drou ghty.
Dept
slo
Slope,
rootlng depth.
Pthedn
u8h
oPeoot Ip
I
h to rockt
Pe.
Depth to rock'
slope.
Favorable.
Slope,rooting depth,
droughty.
Slope 'rootlng dePth'
droughtY.
Slope,rooting dePth
droughtY.
S1ope, irooting dePth. i
SIope 'percs sloulY..
De
s
De
s
SI
S1
P
e
e
th
oP,
,th
op
ept
e
c
r
oP
er
Ir
dro
Skroc
ro
to
to
Ity
Ity
p
I
tgh
t
rge
u8h
P€t
oug
oPe
oPe
I
I
Slope---------- iI
II
Favorable- -'--'i tI
II
Slope----- -'-"i
I
Pe
or
,pe
Slope
root
drou
CK,
ock
,tn
gh
de
de
I
e.
ou
ng
s
I
cs
ab
P!h
pthop
s
t
h
s
a F
S
e-----blFavo
Ior
s1
pe
a
Io
s
1y1ow
tode Ir
r
oot
ope
eops
Slo
1
a
aI
1isrII
II
iPe
II
a
I
i.
?'n
E.,f.-u't'c
*
E.,
1
vI
t
as
1o
a
e
es
s
pe
d e
e
v--
v
I
11
I
eston
op
crPercs slowlY,
slope.'t
I
IP
sil
OH
a
I
e
s
esErod
erc
1y
ne
1eas
ty,
sto
e
oPe
rou
a
1
dI
v
v
t
Ero
Ero
rvaF
S1o
v
id Erod
e
oI
IS e
I
p
r
o
Pe
I
I
Itls
II
I
I
I
3
Dro
s
Ieab
S1o
dr
S1
s1
h
S1ope,
d roug
rooti
hty
ng rhI
deP
v
II
II
II
1I
II
aIII
II
II
II
II
II
II
II
Il
IIIIIIIIIII
I
II
tI
II
II
II
IIII
II
II
II
II
II
II
II
II
123
RIFLE AHEA, COLORADO
TABLE 10.--I{ATEN HANA6EHEIIT..CONtINUCd
So11 narne and
nap sYmbol
53r:
Par achute--
54, 55-----
Potts
57r 2
I ldefonso--
56r, 59f:Potts------
I 1d efonso--
60, 61-----
Rhone
62r:
Rock outcrop.
Torr lorthents '
63-----
S11as
65r.
Torr I f1u vents
66f:
Torrlorthents '
Canborthlds.
Rock outcroP
67r zTorrlorthents'
Rock outcroP.
69-----
Vale
Pond
regervotr
f
Depth to rockt
sloPe t
seepaSe '
Slope raebtrr to rock.
Seepage--------
SeePage--------
SeePage--------
SeePage t
sloPe.
SeePage--------
SeePage 'sloPe.
sl0pe,aeitfr to rock.
SloPe 'seePage '
SloPe tdepth to rocK'
See page--------
SloPe 'seePaEe '
SloPe 'seePage '
Embankments,
dlkes, and
1
Thln layer-----
Thln layer-----
Pl plng---------
Pl plng---------
P 1 pl ng---------
Large stones---
Plplng--------'
Lar8e stones---
Thln layer-----
Plpi n8---------
Thln layer-----
P I Pi ng------ ---
P i pl ng------ ---
See footnote at end of table'
P i pl n8---------Slope- - --------SIope----------Slope,erodes eastr:
Drai n age
Depth to rock'
sIope.
Slope,
depth to rock.
Slope----------
Slope----------
Slope----------
Slope 'large stones.
Slope----------
Slope,large stones
Slope 'depth to
S1ope,floods
S1ope,percs sloHIY,
depth to rock.
Favor able--'-:-
Slope-- -- - --- --
Irri S,atlon I Terraces andI dlverslons
Depth to rockt
s1ope..
Erodes easlly--
Slopc,
erodes easlIy.
Erodes easllY--
Large stonest
slope.
Slope,
erodes easlly.
aI
I SloPe,I droughtY,
I rootlng dePth.
II
I SloPc '! rooting dePth.
l
3
I SIoPe,
! erodes easlly.
I
I
I SloPc 'I erodes easilY.
aI
II
I S1oPe,! erodes eas11Y.
a
3
I Slope 'i large stoncs'
! 'droughtY.
Slope,
depth to rock.
IlIIII
aI
I
3
IIII
I
a
I
aI
II
I
aI
II
aI
aI
II
aIIIIIII
aI
IIII
! Slope,
I erodes easl1Y.
II
I Slope 'i large stones,
I droughtY.
II
I SloPe 'i roottnB dePth.
IIIIII
II
aI
It
! SloPe 'I floods.
Lar8e stones,
i1ope.
kroc
S1o
de P€t
Pth r
Favor able---- --
Slope----------
to oc
Erodes easlly
Erodes easllY 'slope.
Slope,
erodes easl1y.
k
Eavorable------
I
3
I SloPe ' .i percs sloulYt
I iootlng dePth.
IIII
II
II
II
II
IIII
Grassed
Haterrays
Slope trootlng depLh,
droughty.
Slope,rootlng depth.
Erodes easlIy.
Slopc,
erodes easlly.
Erodca eastly.
Slope ,largc stones,
drouBhty.
Slope,
erodes easllY.
Slope 'large stones'
droughty.
Slope,rootlnB dePth
Favorable
Slope,
erodes easilYrootlng dePth
Erodes eas1IY.
Slope 'erodes easlrl
IIiIiI
aI
I
I
IIII
I
ItIIIIIII
aIIlIIItII
IIIIIIII
aI
IIIIII
I
I
II
IIII
aIII
I
IiIII
IIII
aI
IIII
IIIItIIIIIIIII
aII
a
I
1
I
3
I
aII
I
I
I
I
I
I
II
I
I
I
I
II
I
I
II
I
I
II
I
aIIt
3II
II
III
III
3IIIIItIIII
aII
3IIIIIIIII
a
IIII
aI
IIIIIII
a
aIIt
aI
at
IIIIt
I
IIIIII
I
I
I
IIIiI
I
I
II
I
II
I
II
II
II
IIII
I
I
I
I
II
IItI
IIII
II
III
II
i Slope,
I depth to rock'
I percs sloulY.
t
I
II
I
I
SOIL SURVEY
138
TABLE 13.-.EIIGINEENIIG INDEX PROPEBTIES--CONtTNUCd
Soll naae and
EaP syEbol
45r:Horval-----
Tr ldcI1----
46, 47-----
Nihl11
48---------
Northuater
De P ttr
o-5
5- 17
o-5
5-60
i17-6
I
I
II
Ii o-5i 5-1
II
i17
I
IIio
o
a
aII
l1r
I
I
3
II
II
l1
IIII
I
3II
I
I
aIi2I
3
II
-60
7
o
1
60
0-
0-60
o-25
5-50
50
{9, 50 r 51--"-----
0lney
52--------'
Parachute
o-12
12-33
33-43
i4
II
II
I
3
II
Il
aI
I
I
Il
aI
I
a
i1
II
I
I
II
II
aII
I
3-
0-
5-
60
5
1 I
29I
29
See footnote at end of table'
si
S1
S
c
USDA texture
Loaa-'-'-'-"--'Silty cIaY loar'
clay loam.
Stony claY loam,
stony loan.
r
Lo aE------------
Silty cIaY loan,
clay loam.
Stony cIaY loan,
stony IoaE.
StonY loan------
Very stony loaD
ChannerY loaro---
Very channerY
Ioan, verY
channery sandY
loam.
Loam'--""'-"-
Very channery
cLay loan, verY
channery loao.
Unueathered
bedrock.
Loao--"--"-'--
Sandy claY loao
GravellY sandY
clay loan,gravelly sandY
Io aD.
Very 8ravel]Y
sandy .1oan,
very gravelIY
sandy claY
loau.
Loao- --- -- --- - - -
Loaa--------"--
Very channerY
1oan, verY
channerY sandY
Ioao.
Unr,reathered
bedrock.
l
I
t
1IiI
ay
ay
1ay
cI'cI
yc
ty
Ly
1t
ay
oam
oaD
CL
CH
CL
CL
CL
CL
CL
CL
ass
CL.ML,
GM-GC,
sM-sc
!tL
GH'
GH-GC,
sH, t{L
Gl{, GH-GC
cL-$L,
sH-sccc, GH-GC
CL
sc
SC
CL.ML, MLsc, sl,l-sc
SC'
SH-SC,
GC'
GH.GC
GM'
GH-GC,
GC
CL-ML
CL'
cL-ML,
SM-SC,
sc
GM-GC,GM
ca on
untfled i nlsuro i
A-6,
A-2,
o:1-
A-6
A-7
A-6
A-6
A-6
A-6
A-6
A-6
A-4
A-4
A-2
A-1
A-{
A-4
A-4 ' A-
A-2
A-{
A-2
6
A.A-2,
A-
A-
A-4
A-4
A-1
6
Liquid
1 lnlt
PIas-tlclty
i nder
ercen Pas n8
s1 nunber--
4 10 40
rag-
I nents>3
i nches
c
5
0
0
I
30-50 I 15-30
40-60 I 20-40
I
I
I
I
l0- l5
10- 15
i 1o-15
I
I
II
I
Ii 10-15i 10-r5
I
3i t0-15
II
II
80
6
5
55
5
3
rt0-55 i20-30 I 5-10
I
25
2
i 5-10
0
5
5
0
0
9
9
-7
-8
0-
5-
7
6
60
60
0-6q
5
5
0
80-9
65-9
55-7
00
0
0-80
1I
8
7
75I
-6
60-
60-
40
0
0
0
0
5-
5-
9
9
00
00
00
00
0
0
NP.5
40
It0
35
0
40
35
25
35
5
5
0
30
35
0-
0-
30-
25-
3
3
6
-4
5-4
30
5
53025-
-3-3
20
20
50-
0-7
5
3
3
25
500
00
00
00
90
85
0-
0-
5-
0-
0-
0i
II
II
aI
t
7
0
35
30-400
00
85-
80-
0-
5-85
785
90-
85-
75-
0
0
5
5
0
5
60
35
0-
0
0
5
5
-9
-9
5-7
5-
5-5
o0
80
5
90
50
90
50
5-90
o-75
1
1
65-70-80
50-7
I
3II
i7
II
II
5
I
-2
7o
0
0
95
95
50
0
0
o
o
0
15-35
0-5
5
5-5-550-60-6
65
57
65
0
7
-4
3
o-2
35
20
0
5
9
8
55
53
5-i
5-
0-
5-4
0-8
5
85
0
5
0
57t
4i
9
0-6
0
-8
530
0
0
0-4
0-
5
9
75
2
965-
60-
3
3
NP.0 030-.
0-
0-
2
2
5
o
20
20
5-
5
5
20
50-7
35-?
0-
5
5
30
5-9
0-9
5
6
7
00
5
3020
II
I!i'l
II
IlI
I
a
i6II
l3II
1I
I
aI
II
I
II
I
i2
iI
a
I
II
630--50
5- 10
5- 15
0
5
75-
0-4
95
30-5
90- 1
75-9
45-
5- r0
5-15
5-15
5- l0
5-15
5l6
i6
i3II
II
aI
t<
IIII
I
a
I
1
0
0
0
o
0
5
0
0
15NP.
3
355
NP-IO525-302
iiiia
at,
aIII
a,
aI
aI
aI
!I
tI
aI
aI
IIII
II
a
attII
a
a
aI!I
a
a
aI
II
II
1I
aI
aI
!t
aI
aI
II
II
I,
I
I
a
aI
aI
II
I
I
II
I
I
II
I
IIII
I
II
II
II
I
I
I
I
IIII
II
tI
a
I
I
I
I
I
I
I
II
aI
II
1
aII
iiti Itt. Italliiii
I
I
II
I
I
PIas-tlclty
ndex
t{P- l0
5- lo
5-15
5-15
5-20
5- 10
NP.5
10-15
ilP-5
ilP-5
10-r5
t{P-5
ltP-5
ilP-5
5-15
5-20
5- 10
5- l0
ltP-5
20
25
15-
15-
I LtqutdI ltott
35
40
3O
20-.
20-,
20-
25-35
25-35
25-35
25-35
?5-35;3525
20-25
20-25
20-35
20-40
3020
25
45
5
30
20-
35-
-ll
25-
35
20
ime n
8-ts
I nch 4
ercen a8e pass
si
10
90-10oi90-100
90- 1 00
II65-95 i 50-75
10-95 i35-75II
I
II15-30 i 10-20
I
III--- | ---
I
I
70-90 !50-?060-90 i 35-65IIII
I
a
30-50 i 15-3o
t
a
a
aII
aII
a65-90 !50-?o
?0-100i55-8065-90 i50-70
a
aII65-90 i 50-70
?0-100i55-8065-90 i 50-70
aI
30-45 !20-3525-50 I 10-30
aIII
aLIi70-90 i50-?o
i 60-90 i 35-65
lltltatltalt
i 30-50 i 15-3otlIItllrI --- i ---Ittlaltltlt3tl3l
llt1llll
lltl
IIII
00i90-100
00 I 75-95I
3
aIIIo i 20-30
III
I
3
00
00
I
II0 i 90-10 i75-1
aI
iIII
5-3o i25-4
III
aIi ---II
II0 i90-1o-5 i85-1
I
iiiio l?5-1o0i75-1o0o i?5-100i75-100o i?5-looi?5-100iliio i 75- 1oo i ?5-1 oo
o i?5-100i75-100o i ?5- loo I 75- 1Ool!
5-25 i5O-?5 i q0-60
2o-7o i40-75 i35-60.!iiillo i90-100i80-95o-5 i85-100i 75-95iiiiiio-1o !q5-fa !a0-55ii!iiii --- i ---iiiilll-iiiiiii
IIII
! 80-95
i75-95II
IIII
i q0-55
II
II
I
o-5 i90-100io-5 i90-1o0iilo-lo i4o-10oii!tiiil---liiii
II
Io-10 i q5-60
II
aIIIi---
55-80
20-70
95
90
85-
75-
475-95II
aI
o-10 i90-100i80-100ilii
5
80
80-9
25-30-95
139
TABLE 13.--EI'IGIIIEERING INDEX PROPENTIES--CONtINUCd
on
AASHTO ! > 3
A-6
A-2
A-ll
A-tl
A-
A-6
A-6
4
4
A-
A.
A-2
A-2
A-2
A-6
A-6
A-4
A-6
A-4
A-4
A-6
A-lt
A-1
A-1
A-q
A-4
A-2
A-6, A-7A-6, A-7
4
2
A.
A-
i Unlfled
cL-r{L
CL
GH-GC, GH
cL-r{L
sH-sc
sc
CL,
CL,
cL-
sc
u-G
MLcL-
HL
c
sH-sc
G
ML
CL
ML
HL
CL
HL
SH
SM
,G}{
,GM
cL, cL-
CL'
cL-ML,
sH-sc,
sc
GM.GC
ML
HL
CL
CL
GM-GC,
CL-ML
USDA texture
VerY channerY
loanr verY
channery sandy
loan.
Unwe athered
bedrock.
1926----"
SandY clay IoaE,
1oau.
Chanttery sandY
claY 1oan, verY
channery sandY
claY loan.
Unwe athered
bedrock.
Loam------
ClaY loan-
Loam"-'--
Loam----'-ClaY loan-------
Loam'---"
Stony loan
Very stony loamt
veiY gravellY
sandy loaB.
Loan"'--"--'--
SandY elaY loan'
1oam.
ChannerY sandY
claY loao, verY
channery sandY
claY loam.
Unweathered
bedrock.
Loam'--'--"'---
S11tY claY loam
Clay loanr claYt
siitY clay loam
VerY channerY
Ioam, channery
claY Ioan'
1oam.
Unueathered
bed rock .
i Depth
aI
5
18
9
I
52
4
28
60
-z
-2
0-
5-
8
29
0-
8-
52
0-
4-
28
2
0-4q-28
28-60
608
0-8
-8
52
8-28
2a28
60o-
o-9
9-2q
3024-
30
ioll name and
nap symbol
.sghg!6---------
tne---------' --'
lk outcroP.
'rlorthents -
as
tna
See footnote at end of table'
Ii 2o-30i 20-35
II
aIIIi 15-25
IIIIIl
II
III
aIIIIII
aIII
a:tIIIII
a
a
aI
aI
I
a
aI
aI
aI
aI
II
I
aI!II
3I
3II
IIII
Itit
Ii
II
I
3IIII
II
IIIt!
I
IItIII
aIII
aIIIIItIII
II
tIIIIII
aI
aI
aIIII
3
aII
3
aI
aI
aIII
aI
II
II
III
II
II
II
tI!IIII
aIItI
I
3
IIIIIIII
IIII
a
II
IIII
aIIIII
II
aI
III!IItIIIII
iIItIII
3
IIIIIII
3
I
ItI!III
I
II
I
aII
I
II
tIIIItIiI
tIII
III
aII
a
aI
aI
IIII
3
II
IItII
I
IIIIIItI
IIIII
I
III
IIII
3
aI
aI
IIII!I
II
IItI
IIIII
t
aIIIII
aI
IIIII
IIiIIIIIII
IItIIII
II
IIlIIII
aiI
aIIII
IIII
IIIIII
II
II
,
,
IIIIII
I
atI
IIII
3iIIIII
IIII
II
IIII
II
IIII
II
II
II
II
aI
II
IIIIII!I
II
IIIIIIII
attI
aI
IIII
II
aI
1IIIIII
3
II
II
IIII
II
IIItII
aIIIII
aIiI
II
II
II
II
I
I
II
IIII
IIII
a
3tIII
II
II
II
II
a!
I
III
II
III
II
aI
It
II
aI
I
aIIIIII
II
tIIIII
Il
aIII
aIIIIII
3IIII
II
II
aI
II
I
II
IIIII
III
I
I
II
I
II
I
I55,56---------i.ts t
II
I
I
, 58' , 59r. i,ts--------II
I'I
I
,efonso---- '-'-'i II
II
ttII
61--------'-'-- i
Irtl€ |
ItII
II
IIII
II
It
IABLE 15.--soIL AND-},ATEn rrlrunEs_lcont,tnueo
Soll name and
map symbol
l{ydro- Ilo8tc I Frequency I Duratlon lltonths I Depth I }lonths I Depth I PotentlalI frostHardness U nco a Eed Conoretet lon s
l{e1s----- --->6.0
>6 .0
>60 Moder ate---H lgh-----IloderaBe.
lt0, 4l-----
Klm
|.l6ng-i------>60 IHlgh-----lLow.
I
IHlgh----- I Lon.
I
I
Lou--------
q2---------
Lampht er
tt3---_____-
Llmon
l,l6ns-------->6.0 >60 Moder ate---
None-------->6
>6
0 >60 Low--------IHtgh----- I Moderate.
I
IHoderate lLou.
I
None--------0 >60 Moder ate-- -
{5r:
Horval-----
Tridell----
46, 47-----Nihill
[ep6--------
f,1666--------
None--------
>6.0
>6.0
>6.0
>60
>60
>60
Moder ate-- -
f{6{ g 16l6-- -
Iloderate---
Mod er ate
HIgh-----
Hlgh-----
I
I
I Low
II
I Low
I
I Low
Itl8---------
Northr,later !lqng-------->6 .0 40-60 II
I Low.
I
I
I Lor.
I
I
I Lor{.
II
I
I
I Low.
II
I Lor.
I
I
I Hoderate.
I
I
I
I Hodcratc.
I
I Lov.
I
I
I Lor.
I
I
I
I
I
I
I
Hard Mod er ate---l,!od erate
Hod eratc
HoderaLe
49,50,51--------
0Iney None-------->6 0 >60 Low--------
52---------
Parachute
None-------->6 .0 20-40 I
ln
I
I
I
IR
I
ln
t ppabl lloderate---e
53r:
Parachule--l{on e- ----- --
|'lqng--------
l{one--------
>6 .0 20-lt0
q0- 60
>60
t bIeppa Hoderate
Hoderate
H I gh-----
>6 0 I ppabl e
5tl 55
ts
56-------->6 .0 I
I
I
I
I
I
I
II
I
I
I
I
I
I
I
I
I
Pot
57r, 58r , 5grzPoLts------
I Idefonso------i-
llone--------
|1919-----ar-
Ifleng- -------
>6 0 >60
)60
It0-60
Hi gh-----
)6 0 H I gh--- --
llod era Be
60 , 6 l-----
ll hon e
>6 .0 Rlppabl e
62r t
Rock outcrop.
Torrlorthents.
5
See footnobe at end of bable.
I
I
I
II
I
I
I
I
II
I
I
I
I
It
I
I
I
II
I
I
I
I
II
i
II
I
I
II
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
It
I
I
I
I
I
I
I
I
I
I
ttlc Ititlia !!litlB Illtllc Illttls Ittttttl8 IttiBtitiB IititiB IttlJlB Irlille Iittrlrltltls IttiB Iitls irlltitis ItlltiB Iltltlu Iitltttrltttttlttlttt
i
I
I
I
I
II
I
I
l
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
II
I
I
I
I
I
I
II
I
II
I
II
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
II
I
I
I
I
I
I
I
I
I
Ilt
I Moderate--- Itt
I Moderate--- |tt
I Low-------- 1ltlttl
I Lou-------- 1lt
I Low-------- 1,t
I Hoderate--- |ttltlltt,ltttt
NORTH 27 SUBDIVSION
GARFIELD COUNW, COLORADO
PRELIMINARY PLAN SUBMTTTAL
DECEMBER 20, 1999
Appendix E
\flildlife Evaluation
(NatureTech Consultant Services, lnc.)
WTLDLIFE EVALUATION
NORTH 27 SUBDIVISION
GARFIELD COUNTY, COLORADO
lil .
I
Preparedfor:
North 27 Subdivision
c/o Paul Currier
244 Hutton Ave.
Rifle, Colorado 81650
Prepared by:
Michael J. Villa Z4/
Wildlife Biologist '/
NatureTech Consultant Services Corp.
2128 Railroad Avenue, Suite 201
Rifle, Colorado
81650
'. /)''.ii\..
l-
October, 1999
t,
,!
TABLE OF CONTENTS
Section
l.0Introduction
2.0 Proposed Action....
I
I
I3.0 Methods
4.0 Study Area .2
5.0 Significant Wildlife Use of the Property' """"2
6.0 Effects of the Proposed Resdidential Development ..2
7.0 Recommendation to Minimize Wildlife Conflicts
7.1 Site Planning
.3
.3
LIST OF FIGURES
Figure
1. General Location Map of North 27 Subdivision Site... .............4
r.O INTRODUCTION
North 27 Subdivision is planning a small rural subdivision to be located
north of the town of Silt Colorado in Rural Garfield County. An
environm ental analysis/site review was completed by NatureTech
Consultant Services Corp in October of 1999. This report is a result of that
effort. Wildlife is an issue of public concern and its consideration in such a
development is important to the plaruring process in Garfield County. At the
,.qr..i of the proponent, an initial wildlife evaluation was conducted. This
evaluation was used to refine the conceptual land use proposal prior to the
review process by Garfield County. This report documents present wildlife
use of the parcel, evaluates proposal effects on future wildlife use, and
recommends measures that would avoid, minimize, and mitigate impacts to
the wildlife resource on the parcel.
2.0 PROPOSED ACTION
The Subdivision Parcel is located in Section 36(T55, R92W), and
encompasses approximately 27 acres. The parcel is adjacent to County road
261 two miles north of Silt Colorado in Garfield County.
The current Subdivision Parcel is in agricultural production with
approximately 12 acres in irrigation and the remaining acreage in dryland
purtur.. After completion of the project, five parcels ranging in size from 3
io 12 acres will be platted on the site. Access to the site during all seasons
will be via County Roads 261 and250.
3.0 METHODS
Study methodologies used in this review included; (1) site visit and survey
conducted October 27, 1999, (2) areview of current Colorado Division of
Wildlife (CDOW) Wildlife Resource Information System (WRIS) maps, (3)
preliminary site plans and discussion with project personnel (a) the author's
Lurrent and previous work in the area, (5) the author's experience in
identiffing, avoiding, and minimizing potential wildlife impacts that may
occur with changes in land use practices in the central mountains of
Colorado.
While completing the site visit, the subdivision site was evaluated with
respect to habitat type, proximity to existing development, anticipated
human activities, big game use, and other inherent wildlife values.
4.0 STUDY AREA
The property supports a combination of agricultural plants including
irrigated species such as alfalfa O{edtgep sativa) and smooth brome grass
(Bromus inermis) as well as a number of dryland species including western
and slender wheatgrasses @gtppyron smithii) and (A. trachycaulum)
dispersed on the properly. The community type appears to be relatively
sterile, with both low horizontal and vertical diversity.
5.0 WILDLIFE USE OF THE PROPERTY
Wildlife use of the property primarily occurs along a small lateral ditch that
supports small stands of cauail (TJ@ latifolia) and Coyote Willow (Salix
exisua). Wildlife use appears to occur year round with a small herd of deer
that reside in close proximity to the area.
6.0 EFFECTS OF THE PROPOSED DEVELOPMENT
As mentioned above, the subdivision property lacks moderate or high quality
habitat for both mule deer and elk. Some use of the property is occurring
along irrigation ditches as evidenced by hoof prints in the area. In addition,
some use by neo-tropical migratory birds (i.e., song birds) is also occurring
but its significance is undeterminable given the preponderance of additional
habitat, feeders and mature landscaping in the properties of adjacent
landowners.
When the property is viewed within the context of the landscape, additional
plantings and landscaping will likely increase the utility of the site for
wildlife.
Access to the site would be via existing county roads with driveways being
short and lirnited in scope. As a result, no direct impacts to deer or elk
range is expected from use of the driveways.
The following assumptions were used to assess the impacts associated with
this developrnent ProPosal-
Assumptions
1. The Subdivision Property currently has good access from existing
County and privately maintained road.
2. Subdivision Property exists in a landscape of similar habitat.
Because of the current amount of use existing roads receive, the existence of
similar habitat in close proximity to the project site and landscape features
that exist within the project area (i.e., juniper hillside to the south), impacts
to wildlife in this area will be nominal.
7.0 RECOMMENDATIONS TO MIMMIZE WILDLIFE CONFLICTS
The following recommendations should be used in evaluating the decision
under consideration. It is assumed that additional data and or detail will be
conceived as a result of the land-use process. This section can be expected
to change as a result of Counff, and public input.
7.1 SITE DEVELOPMENT
1. Contractors should be prohibited from bringing their dogs
on-site, even if dogs are to be kept within vehicles.
2. Vegetative cover (agricultural or native) within the
Subdivision Parcel outside of the building areas and
driveways, shall be retained or enhanced, except where
manipulation is required to reduce wildfire potential
3. Garbage shall be placed in animal resistant containers or
inside behind closed garage doors or enclosed buildings to
reduce the potential of nuisance wildlife such as skunks and
raccoons.
Area
'iJ I
l,'l'
a
l:
r:
)
D
,o
-t-----., fi?-..,.,/,/
{--, (
(-d
1.,
-:----
o'il
t.li :i-t:'-
!i
..:l
--'l\'/-
-?
i\;\
iiT.
I
i
-J
u
E
Jt..Jf
I
i!
ti
.t
;l
,:!
{
;!*r.
/,'
.:.
t
4 -).9sd-lr
\(.
I-,{
I
I .t.
Lvi:.S
,c
General Location Map
North 27 Subdivison Parcel
Garfi eld, County Colorado
"1
EvolNone, ,l6l No: 16l
NatureTech Consultant Services Corp.
2128 Railroad Ave. Suite 201
Rifle, CO 81650
(970)62s-8553
Fax (970)625-8073
Drora bylIJV aprvd byMJV lDote, Nov-99
a
,.,/
/-
NORTH 27 SUBDIVSION
c eniiElri. i o u r'rrY, coLoRADo
ifrLlirrr rr'ranv Puer'i s uB MlrrAL
APPendX F
Drainage RePort
(Resource Engineering' lnc')
?
rIIIIITIIIrIIIIIIIIIIIIII
FIESC]UFICE
ENGiINEEFIINGINC
Mr. paul Currier, Manager
North 27, LLC
244 Hutton, Ave.
Rifte, CO 81 650
November 13, 1999
RE: North 27 Subdivision Drainage Plan
Dear Paul:
This tette t rcport summarizes the results and' conclusions of a surface drainage
i""""iig;iion of the North 27 Subdivision property. The purposes of the investigation
were to:
o tnvestigate and quantify off-site drainage that may impact the site,
o Determine the pre development on-site peak flows from the site,
Ouantify the post devetoprnent peak ftows,
. Becornmend drainage facilities to be incorporated into the development that will
ensure that post devetopment peak flows from the property do not exceed the
pre-development Peak flows-
The work has been compteted to comply with Section 4.8O of the Garfield County
i"UAi"i"ion Regulations. ln addition to the written information contained in this letter
" G"r"t" drainage ptan drawing has atso been developed for submittal to Garfield
County. tt should be reviewed together with this letter report.
DEVELOPMENT DESCRIPTION
The North 27 Subdivision is tocated approximately 3 miles North of Silt immediately
*"st anO south of County Roads ?61 and 25O. The property consists of 27.52 acres
"it*tia in the NE % , NE %, S 36,' T5S, 892W. The property is a portion of the Simon
Subdivision Exemption, a 40 acre parcel which has been split into 4 parcels including the
=rUi""t parcel and 3 parcets ranging irom 3.71 acres to 4.49 acres. The three smaller
puii"f" are located immediatety betow County Road 25O and immediately above the
subiect Parcel.
The proposed North 27 Subdivision wiltconsist of 5lots ranging in size fuom3.22 acres
to 12.49 acres. Development on the lots will consist of primary residences, guest
;;;" (possible on tots tess than.4 acresl, accessory dwelling units (possible on lots
oreater than 4 acres) and out buildings. tt is our understanding that the developer
in,inJ" to retain the agricutturat nature of the property and that the maiority of the lot
"iL. *1f remain in irrigated pasture or agriculture. We understand that the lots will be
.oiinr.l"r irrigated via an underground distribution system that has been installed by the
o[""rop", oitn, Simon Subdivision Exemption. This will ensure that post development
drainage patterns do not change significantly from the existing conditions.
Gonsulcing Engineens and Hydnologists
9O9 cotonado AvenLre I Glenwood spnings, co El1601 I (97O) 945-6777 a Fax [97O] 945-1137
Mr. Paul Currier, Manager
North 27, LLC
Page No. 2
November 13, 1999
:::::FESC]UtrICE
3::::" N rj, \, r. F F \ G I rJ :
The site exhibits good surface drainage. The site stopes gently to the southwest at an
average slope of approximately 5 percent'
OFF.SITE DRAINAGE IMPACTS
Drainage from maior storm events up-gradient--of- the site may impact the site'
Fi"rulr"'-h"r" ueln impremented to miiigate off-site drainage irnpacts (See Drainage
Plan).
Three off-site drainage basins were identified as possibly imp_ac-ting the site. These
;;;i*g;; are iOentitiEd as Basins A1, Bl and 82 on the 1- = 2,OOO' scale USGS map
il; ilihebrainage plan. peaks ftows from these basins for 25 year and 1OO year
,""rrr"n", intervals are shown below'--
Off-site drainage basins
Basin Area (acresl
Peak Ftows (cfsll
25 Yt 1O0 Yr
Al 56 11 24
Bl 188 119 179
B2 320 203 305
Flows determine d by SCS TR-55 Gra phicat Peak Discharge Merhod
The field investigation determined that ftows from Basin 81 wi[ not impact the site. Flow
ii;,;;ill"-over t-he Farmers trrigation Co. East Lateral will flow along existing drainages
and roadways to the east of the subiect property. Any flow that reaches county Road
iio "u"t of tne property will be reiained in the road as the road is lower than the
property.
Drainage basin B, flows will overtop the East Lateral and be directed through existing
;;;;;;; ditihes. Most of the itow willtravel westward to the drainase that flows
from Harvey Gap. A smatt portion may be routed down the irrigation ditch that flows
ffi;'ii" i""o side of the subiect property atthough no evidence of significant flows
;;'oi,!-eoln tne fietd. The irrigaiion ditch does not exhibit signs of high flood flows
and the cutverts are not sized for lignificant ftood floyvs. However, in extreme storms
there may some storm drainage in the ditch that originates from basin B,'
The third drainage, and the one with the most potentiat to impact the property, is
;;;il" &.- ini-r is a shattow grassed swate (3 + feet deep) that extends from the East
Mr. paut Currier, Manager
North 27, LLC
Page No. 3
November 13, 1999
:::i:FI ESOU FICE
tlaatiirii:NGTNEERTNG rNc
Lateral down to County Road 2s0. Historicatty (before irrigation on Silt Mesa) the swale
appears to have carried s-of-e flows from the poorly defined drainages on the Hogback'
ffi;;;;ro- tn" hogback is now intercepted by the East Lateral and does not €nter
the swate. Historicaiiy the swate atso appears to have continued across county Road
;;,,0 #;;ro"" tt" srblect property. Road construction has significantly changed this.
presentty County noad 2s0 forms an embankment across the swale that would direct
;;;;;*-"-=."riy along thenorth side of the road. The swale is completely grassed and
does not show eviden-ce of frequent or extreme flows. However in extreme storm
"""r,, we betieve that it is liossiute that county Road 25O could be overtopped and
sheet flow through the ,ppei three lots of the Simon Subdivision Exemption and onto
the subiect ProPerty
Off-site Drainage Mitigation
To mitigate sheet ftow from drainageA, that ftows across county Road 25o and the lots
;;;;; i;;mortn 27 Subdivision ah interceptor swale is recommended- The swale is
;;;*;; the Drainage plan. The'swale woutd be constructed across the top of Lots
i:"i';;;;"iJair""isheet ftow into the existing drainages on the propertv. This will
-nJlp pioi""t development on lots A, C'and E from off-site drainage impacts-
ON.SITE DBAINAGE IMPACTS
Section 4.8O of the Garfield County Subdivision Regulations requtl9.tl"l drainag,e
iJi,;;; be Jesigned to prevent post-development runbff in excess of historical runoff
i;;;;,";i.,!, aJruging or being-carried by existing drainage facilities. To complv with
ini" ,uquireirent prJ
"-no
postievelopment flows -were determined- lndividual lot
,"ii",i"-" iacilities'have been sized to maintain flood discharges at or below historical
levels.
MethodologY For Determining Peak Flows
The proposed development was considered to be three subareas defined by the existing
ji"i""gJr for determining pre and post-development peak flows- Lot A comprised one
ffi;r;1ot, -e,
C and D-formed the second and Lot E formed the third subarea. These
;;r:;;;;;;ft Drainage Ptan. Pre and post-development peak flows were determined
ioi Lu"n of these subareas using the SCS TR-55 Graphical Peak Discharge Method.
;;";# ,etention volumes *e,e then determined based on unit hydrographs developed
using the SCS TR-s5 Tabular Method'
scs TR-55 Coefficients and Peak Flow Determination
The fottowing table summarizes the coefficients used in the Tr-55 analysis and the
resulting peai flows that were determined'
Mr. Paul Cuttiet, Manager
North 27, LLC
Page No.4
Flows are
TR.nts nd
rounded uP or down to the nearest whole number by TR-55
November 13, 1999
::i:iFIESOUFICE
333!!=N6TNEEETN'3 rNc
Peak Flow Reduction
There are numerous effective methods for reducing peak flows- These include, among
"iii"*, O"tention and retention porids and surface enhancements / practices designed
to reduce curve numbers. For the North 27 Subdivision it was determined that the most
effective and practical way to reduce post-devetopment runoff is to create small
detention depressions on each tot in the vicinity of the residential construction. The
runoff from the primary residentiat structures would be routed through the depression,
;il;;ii;; iil increased ftow from the developed area therebv reducing the developed
discharge to no more than the undeveloped discharge. tf properly sized depressions are
;;;ffiJ for the primary residences'there is no need to construct them for out
buildings.
This method of reducing peak flows in the North 27 Subdivision !s. r'ecommended as it
#;;-;iyirnplemenied at the time construction occurs on the lots- lt also ensures
that the drainage facilities wilt be effective as they can be site specific to retain the
h[[;j'Irno-tr tro- the developed atea on ea-ch lot. Further, the detention
lffi;;;;";;;; be constructed so iney oo not interfere with agricultural practices on
the lots.
Lot ELots B,C&DLot A
12.51 1.3.3.69-Basin Area {Acre)
707070UndeveloPed CN
o.14o.14o.10Time of Concentration, T. (hrs)
989898Buildings CN
909090Drives CN
8000240008000Bldg Area (ft2!
50001 50005000Drive Area (ftz)
717272Composite CN
552Undevetoped (cfsltoroo
763Developed (cfslr
Mr. paul Currier, Manager
North 27, LLC
Page No. 5
PeakFlowReductionMethodologyandResults
Novernber 13, 1999
::::iFlESOUFICE
3!l!!e N G I N € e ii I N G I N c
ponding in a drainage basin retards runoff and attenuates peak flows' The SCS TR-55
methodotogy was u-sed to determine ine ponO surface area that needs to be included on
each tot to attenuate post-devetopment peak flows to pre-development levels'
Based on the TR-55 results, surface drainage from the residential development should
be routed through; d"t"niion depressioniaving a minimum surface area of 1'OOO
square feet.
Toverifythatthissizewasadequateanatternativemethodologywasusedtoverifythe
results. The Scs TB-55 tabulai methodotogy was used to evaluate the volume of pre
and Dost-development runoff tor tne ,rr.irt,,. developed areas.on each lot (8'OOO ft2
of roofs and 5,OO0 itiot drivesl. fnen " ietentioh volume was determined for each lot
that would retain the entire volurne oi -notr associated with runoff flows that will be
greater than the historical peak ftows. in" analysis concluded that 5OO fts of retention
is needed for each lot'
PROTECTTON OF STRUCTURES
Some structure protection will be provided by the drainage swale across the top of the
development that *lit int"r"ept off-sit" O,2in'"g"' However' structures constructed on
the rots wiil arso be subiect io au,n.gl from -over sheet frows originating on the rots
during extreme storm events unlesJadequate precautions are taken' To prevent
inadvertent flooin! residential "trultri"s'shouid
be designed so there is positive
;;"J;;';;"v troi., the foundation in a1 directions. This can be accomplished bv
fottowing good construction practic;s anO 1) ensuring that foundation stemwalls extend
above existing gtud" and 2i creatin! a drainage swate around the uphill side of the
;a-;";;so Zrainage flows away from the structures'
CULVERT SIANG
Threecutvertswillneedtobeinstatted.Twoareinditchesthatmustbecrossedbythe
cul-de-sac and one qthe ditch along County Road .261 that must be crossed by the
driveway for Lot r. The cutvert in tie ditcfl along the west side of the development
shoutd be sized the same or targei than the ex[ting culverts in the ditch, with a
minimum size of 24 inches- The iulvert in the drainage on the southeast side of Lot A
shoutd be 24 inches'
The cutvert in the tateral on the east side of lot E (along County Road 261) does not
cafiy storm runoff ftows. lt should be sized to carry the historical irrigation flows'
El'jJa i" in, oi,"n .iii"g, an 18 inch culvert is recommended.
Mr. Paut Currier' Manager
North 27, LLC
Page No. 6
SUMMARY OF RECOMMENDATIONS
November 13, 1999
:::::FIESOUtrCE
:::!:=\GrNEEH,Nrr 'Nc
a
A drainage swate shoutd be constructed across the top of the develop-ment to
;;"1;;; .i" o"r.ioprtnt ito, flows from off-site drainage basin Ar that mav
bvertop CountY Road 250.
A retention depression with a l,OOO ft2 sdrface .atea and minimum 5OO ft3
;;r; :hould'be constructed to retain the peak runoff associated with the
residential structures tf,or"esl' These depressions can be a part of the lot
ffiEaffig.- ihl; "h;rd b;t"vetoped at ihe time of residential construction'
Positive drainage away from residential structures should be provided to ensure
ifr."al."t runofi and over-tot stolm runoff flow away from the structures'a
CONCLUSION
By irnptementing the recommendations the North 27 Subdivision will be reasonably
oiotected from ftooding and the development will'not increase the 1oo year flood flows
f.IiZ"ji"-ii"i"L U"lowlhe property. Ai such, the requirements of Section 4'8O of the
Garfietd county subdivision 'Regulations will be satisfied' lmplementation of the
recommendations presented herJdoes not absotutety ensure that structure flooding or
damage wilt never occur in the North 27'subdivision' Homeowners need to be aware
that ftood events beyond the roo year event may occur or that new frood hazards may
come intO existence through changes in tand Use patterns or natural events over time'
\l1
,l
John M.
Water Reso
JMC/imc
filg: north 27 Fib:\ohn\n 27\draimso rcport.wpd
attachments
U
Si it
J
RESO
i 1gure
North 27 Subdivison
24 Storm Runoff Distribution
tr-t{F-
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)t
E
)
E'x
(U
t{-o
s
a
0 0o/o
80%
60 Yo
4 0%
$ 20%
lr-q-oC
-Jt 0o/o 2.0 12.2 12.4 12.6 12.8 1 3.2 13.6 14.0 14.6 15.5
Hours since Storm lncePtion
Runoff unit hydrograph
m SCS TR-55 for 24
hour duration storm
ent.
11.0 11.6 1
reeource Englneerlng, lnc.l$Nov-99
GRAPHTCAL PEAK DISCHARGE }IETHOD
Project : n 27 sub 6s-.^. User: juc
County : garfield - State: co Checked:
-Subtitle: Iot a undeweaoPed
Version 2.00tr
Date: 11-11-99
Date:
Data: Drainage Area
Runoff curve Number
Time of Concentration
RainfaII Tllpe
Pond and SwarnP Area
: 3.69:70: 0.10:II
: NONE
Acres
Hours
== === =:====== ===== =: : :===============
Stor:m Number 1 2
EreguencY lYrs)
24-Hr Rainfall (in)
IalP Ratio
Runoff (in)
Unit Peak Discharge
lcfs/acre/ilrl
Pond and SwanrP Factor
0.08 Ponds Used
----:---'
Peak Discharge (cfs)
25
2.O
0. 43
0.24
1. 00
100
2.4
0. 36
0.41
1.365
1. 00
1. 157
1 2
tr
GRi{PHICJAI. PEAK DISCHARGE METHOD
ct : n 27 sub User: Jnc
;- i qarfield State: co Checked:
1,t", iot a develoPed
Version 2.OOtr
Date: 11-11-99
Date:oje
iuntbti
Data: Dralnage Area :
r Runoff Curve Number :
I Time of Concentration:
' Rainfall TlPe :
Pond and SwarP Area :
Stotm Number
lrr"gu"ncy (Yrs)
I
24_Hr Rainfall (in)
IalP Ratio 0
Runoff 1in)
i,"'
rPond and SwanrP Eactor
I o.0t Ponds used
Peak Discharge (cfs)
t Peak Discharge
lcfs/ acre/j,nl
3. 59
72
0. 10rI
NONE
2
100
Acres
Hours
1
25
2 0
39
2.4
0.32
0. 48o.29
L.287
1. 00
4241
001
1 3
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GRAPHICAL PEAK DISCHARGE METHOD
User:
State: co Checked:
ponding
jmc
0.6 t of Drainage Areac'
Version 2.00tr
Date: 11-L3-99
Date:Project:n27sub
County : garfield
Subti.tle: lot a with
Data: Drainage Area :
Runoff curve yumber :
Time of Concentration:
Rainfall TlPe :
Pond and SwamP Area :
Storm Number 1
3. 69
72
0. 10rr
.023
(-
Acres
Hours
Acres
l,ou eq
FrequencY (Yrs)
24_Hr Rainfal1 (in)
lalP Ratio
Runoff (in)
Unit Peak Discharge
lcfs/ acre/ Lnl
Pond and Swalql Factor
1.08 Ponds Used
24
2.4
0.32
0. {8
L.424
0. 87
Peak Discharge (cfs)2
tr
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=====--=-===========-- :====--
GRAPHICAI, PEAK DISCHARGE METTIOD
User: Jmc
Version 2.00tr
Date: 11-11-99
Date:Project:n27sub
PountY : garfield
li"u-{itr"t i"t bcd underzeloPed
State: co Checked:
Data: Drainage Area :
Runoff Curve Number 3
Time of Concenl;ration:
Rainfall Tl11>e :
Pond and Swanq> Area :
11.3
70
0. 1{II
Acres
Hours
NONE
I Storm Number
t--------I FrequencY lYrs)
Ii za-a. Rainfall (in)
1 2
25 100
2.0 2 4
IalP natlo 0
0
0.
43
24
0. 36
Runoff (in)0. rt1
Unit Peak Discharge
(cfslacrelin)
974 1. 170
Pond and Swarp Factor
0.08 Ponds Used
1 00 1. 00
I E
Peak Discharge (cfs)3
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-- I5+
GRAPHTCAL PEAK DISCHARGE METHOD
Project : n 27 sub 6!-I^. ^^
User: jmc
County : garfield State: co Checked:
t"i.ih", iot bcd 4sY6loPed
Version 2.00tr
Date:11-11-99
Date:
Data: Drainage Area :
Runoff Curve Number :
Time of Concentration:
Rainfall TY?e :
Pond and SwamP Area :
11.3
72
0. 14II
NONE
Acres
Hours
1 2Storm Number
FreguencY lYrs)
24-llr Rainfa1l (in)
ralP Ratio
Runoff (in,
Unit Peak Discharge
lcfs/ acre/ Lrrl
Pond and SwanP Factor
0.0S Ponds Used
25
2
100
20
0. 39
o.29
1. 093
1.00
0
0. 48
4
32
33
00
s.'1 r<f
L.2
1
4
-A b,lPeak Discharge (cfs)
e o€ z i- qz cQt
A = l.fta4,
V, lu/t^€ to re-ta-u,- =
A Pk klo" Lo't b + .N Pt' Cfl"'- U'et cscD
\o{ O'('*'B'' '
L(,Vbc|t+1.z.?.*lk,tu,P.lacoole.->=(2??C'f?
Yl t*t' o uf Lef ' /''f/=c liv ''a€e
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a,- -< .",: j_;::i"Y ; u:,;r:' frt o( 6
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o' {7 ^ b'l'7 " 3' g 4 '
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GRAPHICAL PEAK DISCEARGE METHOD
Project : n 27 sub User: jmc
il;;,- i jarfield state: co checked?
-iG-titr"i iot bcd witslr Pondins
Version 2.008
Date: 11-13-99
Date:
Data: Drainage Area :
Runoff curve Pumber :
Time of Concerrtration:
Rainfall TlPe :
Pond and Swamtr> Area :
11.3
72
0. 1{rI
.069
Acres
Hourg
Acres 0.6 t of Drainage Area
Toeo\'t7 or l uro (t' / n*
1Storm Number
FrequencY lYrs)
24_,r Rainfall (in)
talP Ratio
Runoff (inl
Unit Peak Dlscharge
lcfs/acrelLnl
Pond and Swarp Factor
1.0t Ponds Used
Peak Discharge (cfs)
24
2 4
320
0.48
1.233
0. 87
----- - I15.gt
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GRAPHICAL PEAK DISC}IARGE METHOD
User: jmcPro'iect:n27subcouitY : garfieldiJ[itr", i"t 1PrederzeroPment
Drainage Area :
iunoff-Curve Number :
Time of Concentration:
Rainfall TlPe :
Pond and SwamP Area :
Checked:
-
Version 2.00tr
Date:11-13-99
Date:
Data:
-:::a-I*=:---------
PreguencY'1Yrs)
24_Hr Rainfall (in)
ralP Ratio
Runoff (inl
Unit Peak Discharge
lcfsl acre/ i-nl
Pond and SwamP Eactol
0.0S Ponds Used
State: co
],2.5
70
0. 14II
NONE
Acres
Hours
1
100
2.4
36
0. 41.
1. 170
00
0
1
Peak Discharge (cfs)6
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GRAPHICAL PEAK DISCHARGE METIIOD
Project : n 27 sub User: jmc
;il6- i l"iti"ra state: co checked:
i"utitr" t io:-';-Prede,eloPmentrwe-e-v. -_- Z. ?ra<
Data: Dralnage 'ilt"t z L2'5 Acres---: Runoff Curve Number : 71
Time of Concentration: 0'14 Hours
Rainfall TYPe : fI
Pond and swlmP Area : NoNE
Version 2.00tr
Date: 11-13-99
Date:
1Storm Number
FrequencY lYrs)
24-,r Rainfall (in)
ralP RatLo
Runoff (in)
Unit Peak Discharge
(cfslacrelin)
Pond and SwamP Eactor
0.08 Ponds Used
Peak Discharge (cfs)
2.4
L.2
100
3{
o4
0
0.44
1.00
,{
lt '7-
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Project :
County :
Subtitle:
GRAPHTCAL PEAK DISCHARGE METHOD
n 27 sub User: jmc
!.ifl"ra state: co checked:
iot e with Ponding
Version 2.00tr
Date:11-13-99
Date:
Data:Drainage Area
Runo.ff Curve Number
Time of Concentration
Rainfall T]rye
Pond and SwamP Area
: L2.3
:7L: 0.14:Ifz .023
Acres
Hours
Acres O.2 t of Drainage Area
Storm Nurnlcer
Frequency'(Yrs)
24_Hr Rainfal1 (in)
1
IalP Ra.tio
Runoff 1tn)
100
2.4
0.34
o.44
L.204Unit Peak Discharge
lcfs/ acxe/ Lnl
Pond and SwamP Factor
0.2t Ponds Used
0. 97
Peak Discharge (cfs)6
County : garfleld
Subtitle: offsite basln a1
Data: Dralnage Area 3
Runoff Curve Number 2
Time of Concentration:
Rainfall Type :
Pond and Swamp Area :
State: co
55.7
?0
0.18II
NONE
Checked:Date:
Acres
Hours
SEorm Number 1 2
Frequency (yrs)
24-Hr Rainfall (ln)
IalP Ratio
Runoff (in)
Unlt Peak Dlscharge
( cfs/acre/in)
Pond and Swamp Factor
0.0t Ponds Used
001 001
Peak Discharge (cfs)11 24
o
r------l------lI 2s I t00lrll12.0 1 2.4 Irtl| 0.43 I 0.36 |ltt| 0.24 I 0.41 |rll
I 0.854 I 1.03? Ilttrtt
county ! garfleld
Subtltle: offsite basin bl
Data: DraLnage Area !
Runoff Curve Number :
Tlme of Concentratlon:
Ralnfall Tlpe :
Pond and Swamp Area :
Statc: co
188
80
0.20
II
NONE
Checked:Date:
Acres
Hourc
Storm Number L 2
Frequency (yrs)
24-Hr Ralnfa1l (ln)
IalP Ratlo
Runoff (1n)
Unit Peak Dlscharge
( cfs/acre/in)
Pond and Swamp Pactor
0.08 Ponds Used
25
2
100
0
9.25
0. 56
1. 130
1. 00
,2.4
0.2L
0.82
531.1
1.00
Peak Discharge (cfs)119 179
o
t------l
County : garfleld
Subtitle: offsite basin b2
Data: Drainage Area !
Runoff Curve Number 3
Time of Concentration:
Ralnfall TlPe :
Pond and SwamP Area :
State: co
320
80
0.20II
NONE
Acres
Hours
Checked:Date:
Storm Number I 2
Peak Dlscharge (cfs)203
E
======================================
-;;;";";-l;; J----- I
--;;-
I
--;;;
tl
24-Hr Rainfall (1n) I 2,0 I 2.4ttralp nario | 0.25 | 0.21tt
Runoff (in) | 0.56 I 0.82ttUnit Peak Discharge I 1. 130 I 1.163(cfslacre/in) I Itt
Pond and Swamp Eactorl 1.00 I 1.00
0.08 Ponds Used I I
======================================
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30s I
GNAPHICAI PEN( DISCIIARGE METHOD
Project : n 2? sub User: jmc
Count, : garfield State: co Checked:
-Jrrllitr": individual rrrrir detention pond si.zing
Version 2.00tr
Date: 11-13-99
Date:
Data: Drainage Area
Runoff Curve Ptunber
Time of Concentration
Rainfall TlPe
Pond and SwamP Area
:70: 0.10
:II
: NONE
Acres
Hours
Storm Nurnber
FreguencY '(Yrsl
Z4_Hr Rainfall (in)
IalP Ratlo
Runoff (in)
Unit Peak Discharge
lcfs / acre/ i-nl
Pond and SwamP Factor
O.Ot Ponds Used
--..--;.--- --------;
Peak Discharge (cfs)
1
100
2 4
0.36
0. 41
65
00
1.3
1
r\lj40
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GRAPHICAL PEAK DISCHARGE METHOD
Project : n 27 sub User: Jmc
county : garfleld state: co Checked:
-irUiitf"r Individual rrnit detention pond sizing
Version 2.00tr
Date: 11-13-99
Date!
Data: Drainage Area
Time of Concerrtration
Rainfall T1pe
Pond and Swaml> Area
.2
:95: 0.10:fI: NONE
Acres
IIours
1Storm Number
Frequency '(Yrs)
24_Hr Rainfal1 (in)
IalP Ratio
Used
Runoff (in)
Unit Peak Discharge
lcfs/ acrel j,nl
Pond and SwamP Factor
0.08 Ponds Used
100
42
0. 04
0. 10
1.87
1.578
1. 00
Peak Discharge (cfs)F 6
e5#
tZ.f *, * //o /v- - ahze- a- t? -.(l
tn,O. Ot2 t>-F
-s22 /f '/2ln r 1 /o /4
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NORTH 27 SUBDIVSION
GARFIELD COUNW, COLORADO
PRELTMINARY PLAN SUBMITTAL
DECEMBER 20, 1999
Appendix G
Water SuPPIY RePort
(Water Resource Consultants, LLC)
Application to Colorado Department of Public and Environment (CDPHE) fOr a Potable,
pirbtic Water Supply System tot "Simon Subdivision Exemption and Peach Valley
Orchad Subdivision,'August 24, 1999. Doctrment includes an Operations and
Management Plan for the system (Water Resource Consultants, LLC)
WergN RESOURCE COT.TSULTANTS, LLC
November13,1999
Mr. John Cunier
North 27, LLC
2110 Bennett Ave.
Glenwood SPrings, CO 81601
RE: North 27 Subdivision, Garfield County, Colorado
Potable and lnigation Water Supply Report
Dear John,
Th's letter is the Water Supply Report for the North 27 SuMivision.
POTABLE WATER
Section 4:g1C of the Garfietd County SuMivisiorr Regulations requires the following:
lf annedion is to be ma& to an existing water syslem, a lefrerfrom an
authorized reprcsentative of sard sys{em stating that the prcposed
detrctopnrentwittbe served, aN ei&ne fuom eitherthe Colorcdo Sfafe
Engirreels ofie orWater Court, Water Diision No. 5, that the exislirB
water system prcsentty possesses an a&quate lqal water supply to
seMe ttre PrcPoxd &veloPment.
As you know, the proposed Nortr 27 Subdivision is the same property as the existing Lot 4 of
tne-Simon Subdivision Exemption. Lot 4 owns 8f25 of the public water supply system that
serves the Peach Vatley Orctrard and Simon Subdivision Home Onrne/s Association
(PVO/SSE HOA). Ownership and permission to use water from the public system was
ii*riorrlf grantbd in Articte vlll (AX2) of "Gnnt of Easements and bclantion aN
'Restictions for a Poftion of Peach Valtey Orchad and Simon SubdMsion Exemption,"
Garfield County recordation number 546583, Book 1133, Page 54, June 3, 1999- (See
AppendixA of the Preliminary Plan Submittal)-
The pVO/SSE HOA owns an absolute decree for 0.11 cfs (49 gpm) from the Simon Well.
Thir *"r adjudicated in Case No. W-1452. The date of appropriation ryglvlay 31, 1910 and
the date of iOluOication was Juty 3, 1972. The well holds permit rc49153F. This well is the
sour@ of adequate lega! supply for the North 27 Subdivision. Copies of th9 decree for the well
and the wellpermit are attached. No change of water rights or additionalWater Court action
are required io use the wellfor domestic use in the North 27 Subdivision.
potable water for the Subdivision will be delivered via the /cdmmunity'water system that
already seryes he Peach Valley Orclrard Subdivision and the Simon Subdivision Exemption.
fne OLtriOution system will be extended from an existing tap that already serves Lot 4 of the
Simon Subdivision Exemption. Eaclr of the five proposed Lots will be metered separately.
244 HuttonAve., Rifle, CO 81650 PH / Fax (970) 625-5433 pcunie@bwn.net
Wers n ResouRcE CorusuLTANTS, LLC
North 27 Subdivision
Water SuPPIY RePort
November 13, 1999
Page 2
As stated, the Nortr 27 Subdivision owns 8l25ths of the 49 gpm adjudicated to the well. This
is 15.7 gpm or an avemge of 3.14 gpm for each of the 5 propot"d lS. At a continuous floir
rate of J.ta gpm, eaclr tot can receive up to 4,516 gallons..per day. This compares to the in-
ffi; ;;r-,id or g5o ga[ons per day per house typically used for water supply planning
il,pd" (3.5 persons per house each using 100 gallons per day).
AT2hourpump testwas compteted on the SimonWell in February, 1999. A winter pump test
;;;d;aed to determine the aquiFer conditions during the least f;avorable conditions, i.e.,
*h;" ffiroundwater table is typically at its seasonal tor and rectrarge is minimal. The raell
;;ffi;i at 33 gpm. The p,imp teit data indicates thatthe well is capable of sustaining 33
;;.' Efij""* ot this is the fact that the pumping level ryacfred equilibrium (no additional
X[* o"*,1 ggo minutes (6.5 hours) into the 72hour test Extrapolation of the pump test data
JG"=t grt the well is capable of prooucing more water than the 49 gpm allored by the
decree.
Management of the potable water system is vested in tre PVO/SSE HOA. Day to day
ooerations are managed by a Licensed Class D Water Treatment Operator. The water
;G'ffi;; proli" *rier syitem, and fatts under the purview of the Colorado Department of
PiUtic Health and Environment
NON+OTABLE WATER
Raw water inigation will be supplied from a combination of Farmers lnigation Company direct
h;il;; ,ni sitt project storage water. The North 27 Subdivision owns 11-90 sharcs of
F"-"ii r"igation ryatei and 35.0 acre feet (AF) of Silt.Projed water. Farmers lnigation watel
ili;;;rEyed to eacfr of the proposed tois prerated b.ased on the acreage of the proposed
ffi. Silt F iiiea storage water'wili be conveyed to gachpf the proposed lots based on the
;r;il;Lre or tne 35.-o acre feet as determined by the US Bureau of Reclamation-
The inigation water wilt be detivered to the lots via an undergrgrnl pre.ssyrized detivery
,rr1"r.- rnis system has been constructed by the developer of the Peacfi Valley Ofr,..F
il,iliiritirii"rnJ tn" Simon Subdivision Exemption. Additional piping will be installed to
provide service to the interior lots'
244 Hutton Ave., Rifle, CO 81650 PH / Fax (970) 62$5433 pcunier@bwn.net
WATE R ResouRcE CoNSULTANTS, LLC
Norfr 27 Subdivision
Water SuPPIY RePod
This non-potable system is also managed bythe PVO/SSE HOA.
Should you require further information, please contact us.
Sincerely,
WATER RESOURCE CONSULTANTS, LLC
November 13, 1999
Page 3
/?// /:?
PaulC. Cunier, P.E.
PCC/pcc
Attacfrments: Decree, well Permit
ill-212
Wder SuPPIY RePortdc
244 Hutton Ave., Rifle, CO 81650 PH / Fax (970) 62S5433 pcunier@bwn.net
3rom: Pad Cuncr To: John cumer i::[*];ffi,
RECEtvE0IiAil 2 7 l97t
IN.THE DISTNICT COUNT III A}D TOE
HATEN DIVISION TO. 5
ST^TE OF COI.OMDO
c^sE uo. \t-J452
lrl A t9t AIt.
a Eecorder
Diviaion No. 5 oa day of
Fred I.Simon
Colorado Boulevard
11.
FIL-!-:Dill Wri'i'!i..: tlUti.i'.I
Diviyiorr Nrr. .r
l,i;t ii I '.r i:fi.l
QFC co
rct! gr.Ln::
oYo
R. 92 W. of the '
:
l.
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t-
' IN TIIE HArtEB OF TIIE
'iprr,rcerroN FoE
iiniun ntqtrg.o!IygI
iItr;;,:'if,sif"o
TIIIEUTAtr INUOLVED:
IN GARFIELD COUTIIY
)
)
)
)
)
)
')'
)
)
NULING OT TIIE NEFAEE
ABSOLUTE DEREE TOR
@RiGEts
aof
ts?L.
by Ar
Eql.:
tlater
And th e Referee having urade tlre investiga tione required,
ticle 21 'oC Chapter 148'c.n.s. I 961, u aaende d doea herebY
the folIot'in6 "uling, to trit:
ter Referolhis aPPlicat'i on vlls refeffed to the ja Itho 13th
1 Nane of APPlicant 1620Addreec
2
DenVe r, Colorado
The na.6e of thc structtrre ia Slmon We
''rT'.lTtt
descriPtion
LNetNet or Seccion 3 6r.
a
of the etruc turc is 3 The well Ls locaced PT.5 S.t
,4ats a Point 397 feets We st and 1 7.5 feec SouEh of
he NorEheast Corne r of said Sec clon 36'6 Eh P.M.
E
4. The a.ptl of the veII is 2O'5 feeE'
!.Thedateofinitiationofappropriarionlesprlng,l.9l0.
6- rha ar,ount of ,atcr claimcd is O'-lr"Iil:,ttt:'P'er eecond
'""i domeitric and irrigacton'
.' i;.)*e use of the vatcr ie
t'L{. lfirc State Englncerra .nunber io none'
9. trtre hioritY datc ie MaY 31' I9I0'
1o. ltre date of thc application vss July 3' L97?;
It'is the ruling of the Rcferee that' the steteBcnts in the
aoplication are ir" ""a lttot 't,I ;;;;"-;""cr1bed uater risht ia '
,oproroa orra granted rhe lndicatld';;i;ti;ti oubJect' howeverl to
:ii ;uet PitorttY rishta of othera
It i6 accordinSly ord-ered that thie rull'nr sholl becostc
af fecrivc uprn riii;;;i;'tr* ulilrti;'tt;-;ub ject to Judiciar revlev
is proviaed by tau'
f -.r ^rasr6 )L{ a
' ''r
I F' "i ' '_
a
raE. g rs9-
!,
I
vaac. e .ss,
From: Paul Ct rttef To: Jom uunef
OF
OFFICE OF THE STATE ENGINEEN
CIC Codannhl dldg.,l313 Shorrnln SL. Donvrr. ColorDdo e020i'
NE 1/4, Sec. 36 Twp. 5 SOUTH, Rng- 92 WESI, 6th P'M'
()49153 Fra
TI
t
(clty)
WELLEOSTINGOFDECNEED
COUNfi: GARFIELD2WELL LOCATIONI
7.5 {eet from Norttr Sec'tion Une, 397legt lrom East Section linc.
PENMIT
NAME(S): FBED t SIMON ESTATE, SONIA STMON
Mailirng Address: 8OX 49g:l
C',ty,St Zp: BUFIUNGAME CA 94011'{993
Phone: (415) 697'9540
32J-92 -K
(Addtooc)
NE l/4 ol lhe
l-ocated at 14
Fq rolJroqru
REGISTHAXON
PURSUANT TO
OWNER'S WE[.L NUMBER: SIMON
(stlt4 gt,
3.
4.
5.
6.
7
a.
on 19lO
'if-'
and ffigation.Domcslicthefollowlnlorgpulpose(:)usedbeenhistoticallyhasweIThe
fer rhe above described purpoce(s!
Weter from tho wcll was first uscd benoficially by the original ot"nol
or as
(t gal Dosctiption,
suuoruision l,(s) Block FinngAtnil
The 13 !eetwell20.5thiso,lstal drpth
The PumPing rate is o.11 c'!s.49 gdloffi per minute.
lcot.acfolsdivartodnotwatorotr€PortedamowrlannualavetegeTho
described as:tnom thls well ls: not rePorlod acresTlre land atea irri,gated
fi!ftj,i; ::,i',:l i :ii=y
l[t"sfi +"#!,?gffi rl"sf,livffirBHFjisq'sHsEtt? jf F.ffi ffi ffi fi-utiF
3ff: Eard*:mg"'%*-;ff3ftH;Ein
FOB OFFICE USE ONLY
NOV 0 tt 1997
wD 39Co. BDiv. 5Couil Case No. W'Ia52
J-..b €-\//"Dai
Basin MD tE lP
!l -"|
' ''4
a
PISNS RE1/IE1A' FOR NBA'
POTABLE WATER SUPPLY SYSTEM
SIMON SUBDIVISION EXEMPTION
and
PEACH VALLEY ORCHARD SUBDIVISION
SILT, COLORADO
August 24.1999
OWNER / APPLICANT:
Dave and Connie Hicks
1051 Prince Creek Road
Carbondale, CO 81623
PREPARED BY:
PaulC. Cunier, P.E.
Water Resource Consultants, LCC
244 Hutton Ave.
Rifle, CO 81650
(970)625-s433
WATER FlEsouRcE CoNsULTANTS, LLC
August 24,1999
Mr. Rob Cribbs
CDPHE
222s.6h
Grand Junction, CO 81501
RE: Plans Revieur
peacfr V.lfeiOr*,ard SubdMsion and Sinron Subdivision Exemption
silt' @
Dear Rob,
Enclosed please find compbted application forms, water quality data and a proieci summary
sheets forthe above subdivision'
As discr.rssed, this system will supply 18to22lots wtth domesicwater' sevrrerage will be via
ISDS. Since Ure source ls a ureli, ind the sour@ water is free from partirulate matter' no
filtration is necessary'
Disinfedion, as discr.ssed, willbe via chbrination'
ShouE you have any questions, please call'
SincerelY,
WATER RESOURCE
/ru?0
-
at
aa,at
PaulC. Cunier, P'E'
PCC/pcc
Enclosures
tl It NItrr
203-2.O
Wder System Pemil APP['dc
244 Hutton Ave., Rifle, CO 81650 PH / Fax (970) 62$5433 pcunier@bwn.net
\\
t 0
Oobredo D.Ptut dd FDEo llcltterd Emdtuttlccr
w rEF q,lliJnrco.{rFoL Dlt/tsu{
Bh*tm hr Soc5oa. IIEICD' LW- El
asmotGyctt *IIiFScNfi
ocma.eLr& @-75Il
$ef eoa.Em
APPENDD( II
PI-ANS REYI EUV: POTABLE WATEB SUPPLY FACILffiES
See instruaiorcm PagEa
(PleaseftfrtloTY@
SIMON SUBD. EXEMPT. ANO PEACH VALLEY ORCHARI)
$pemi{are:
Cdinty h tfltictt facnilY b locded:
ButtnessAddtcss:
(l!En ol ljrdc+.fity.]Isrrid. [rEy.
GARFIELO
c/O WATER RESOURGE
CONSULTA}ITS, LLC
?14HUTTON AI/E.
RIFLE, CO 81650
DAVID AND GONNIE HICKS
rflp. d clt.. EstaDlast r!fi0
PITSID' NEW
970 625,€t33Tdephono
OUYNER
l.€gal F€DtEsrrdivE ililr
The fiollofltng documents trxrst be andded h 6r€ry submfod:
f.&
Proiecl Sl.rnrfiary
Flood PBtOertrca0e
Plansand Specncdorrs
Consu$rg Engenecrhg
DedgrCdcdaiors
ChenfcCArdt/sb
FisrcHPhn
WATER RESOURCE CONSULTANTS, LLC
lnverlory Forn
I ead &Copper Assessrnent
Vr*samyAssmnent
Rroiecr Eng6€t:PAUL C. CURRTE& P.E.
N'A Edrrded csnCefm d't"r
(MGD) Pop/donSerued:
@tiense#' 2476g
-
Tdephme ( 970425€43:l
9199
Addressr WATER RESOURGE CONSULTANTS' LLC.2BHUTTON AvE.
- RIFLE, CO 81650
EsirnddproiedcosE $30K. . -.- -i* isn tt trffi idonrdbn mAnernals)
Edin@d Bt A€netg dG:
Sizer 0.01 80 +-0
(InEtdtlr)
1
Tapc 23 +-
(R.ddornBc.rrpbFd)
kv3sed 1'llEc
E-
INFORMATION REGARDING WATEF FAOLMES
t.Srrface mter solrtoo nanre:N/A
Z- ldeltfv aI domesfic and krdustid wasre disclnmes fi,e miles uDstream
ISDS: NO INDUSTRIAL (GROUNDWATER)
_ tsDS; NO |NDUSTRIAL (GROUNDWATER, NO SURFACE WATER DISCHARGES)
Grojndtr*ard aquiiler namsi UNNAMED TRIBUTARY TO COLORADO RIVER
ll a rrdl, rrffi lB tp depft? 21 (*l Pba rrtt tD ilrn , tl oo P{p . ol dr tlt5tucfo6.
Source YUber Locallon (Ladude ard Longttdc):10747-29W 39-5243N
l,ocalbn d water treafnerf Eo&y. (btfurde longihde, as udl as distance atd dircction fom IEar€st
hcorporatedtot nordtyf. 2-O MILES NORTH OF SILT, CO.
3.
4.
s.
a
7.Appovat bythe CotrtyHattrt Departrrrern b r€StfrBd:
N qura 'R'AUvtl$Eb :E
Dde Apprar€d (psorrcl
tegC nepresentdivs
{iigaebt"
N hPs Corrntrl-
-lz
n b dre responstAny ordre legat represartative to ohin dl needed perm'rts 0or dFchat0e6' wClr ovedor' str€am
crossiru$ higtil,ay cros"iE+-hradrrgt etc.t- Durirq the des'gn procsss, corsijeration ura given to spechl rcqdrernems
by d.ffi#",6'toc4 redfi"ry ag;cidr, he# suctr as-saiety Equirernents, specid ttesdrns Iu ttr dh'H€d' fir€
p;decfo* ctnergptrc,y l,6mer, dunbeE ard decrlcd codea etc'
Dai!
2 htiscd lUgo
Cobrado lEpdtrurtof ftrbfc lt:tlh ad Envirutnptt
WATER OUAUTY CO TTRA- DNfi$ON
Drir*iqg Uer SccJoa, lilOCD' tlIV' 82
{im0 Cherry Qeek Drtue Sotdt
Derwer, Colo,rado @:1ffi
(3fir)6P.3sO0
1OO \TEIIR FLOOD PI.AIN CERNHCATION
This sutenrentlgg acgoflrpaEy araeqrests ior Relrlgir, f5 and epccmcaiotlr for uats urcIs ard/or water
trearnent feillies slbrnired !o ttp Gobado Deparrgf d hblic llealfi ad Entrmrnet
PRo.!ECTITTTE sN'ONSUBO.EXEHPT.AITDPEACHVALLETORCHARD COUNW:GARFIELD
.@NSLILTAt{t:WATER RESOURCE GONSULTATTITS, LLC
STAIEMENT
t hereby cedfy t1;3t a ffissloral Enginoefttg iudgrn€rtr has been mcde sfror arahrdirq! a[ avatable lood Cah (h fiofii
the Cctorado W31er Cortsena$on Berd, U.S. Atrry Corp6 d Engfucelt, llosfrp and Uftan Derdopnettt, Cottty
Gorcrnnert, locd frood dbtdcrs, ctc regsrdiE a potentbl loGy€rfmd fuedfottE
SIiION'S UYELL
br SIiNON SUBD. EXEiIPT. AND PEACH VALLW ORCHARD
t'larne dernftycdlrficr.etc.
ln nry o6riniorl these vyder worh as locded ard tles{ne( are Itct s.dlNect to food darftagE by a f 0Gyear qrcoL bas€d m
irbnr*qr endceCrrorntu ffUA GARFTELD COUNTY, i986, NOT trtAppED; SITE INSPECTION: NO STREAiiS
1 I
\\l
3
CommutySystemsr
ffisdmalEngFleet,s$anp
Dae: 9'tl
Fa,laed rr/96
COL(BADO DPAntUEITot HBtrc nEALlr,.t d ENvnOifreENT
Dnnxfric wATa sfjcntott -JyIIEn wilfiY AONTAAL Dry,s,o,,
4& lt**fu 9Y.alat R*-<m hrvod"tltFat+
PLEASE COMPLETE AND frEruNTTHIS FORIE 70 lHts OMCEAS SOOA'AS POSSIBI,E
P,.FT<F PdDfi A2 TYE
today'saro-Au@ --rr.'jffiFlffi Pt4ls'a* NEw
SITIION SUBD. EXEiIPT. AND PEACH VALLEY ORC}IARI)
Esteblisltnent
C,o WATER RESOURCE CONST'LTANTS, ILC I 24 }UTTON AVE.
'
RIFLE, CO 81650 81G50
fublistrtplt ciry Sr.r 4
,,teryn3r,nut, etor"t, t 90425,ffi Do yott pnvterbodsenftc? NO-
PUBLIC WATER SUPPLY OWT{ED BY HOA
Typc of b: hq !*rar+ dal. tr,o{!. @. Ga* drullr'.. ,*, *tryrad. dd ta. *.1
Oo you lave a @t'fudWaarSvsrazl Ooo.*'TgD ?lae-
ffiedOeazwb Ogawb Ptpttcr! |
Ownablyn Ownq'tPhoncc:L
stMoN trrELL,2t, DEEP, TRTBUTARY TO COLO. RI\,ER
Wats b:rt,*J lh&d4*#qL d. tu rvt?.Lr&, fuds4ea'l
N'A
tr Wu ,/rIdfAE, wrw nutc trc s}atu'f Wt Pt'dt'sp
NO
Do wu tY,,' "': YXffi* dD bd or dns rot,,. . .
bthisasesoalop*W,l W lf ye^s: OateoPENS Ds"ctoSES
d, el forb a,
hr6e, fic aptoxiotetc arynbct of cach (Oq byl for ou reorfds: htsotd tlr arrr&u* & aowqd
80
Bcsidlan', yor mund Stufu,a Ch''dtlcttb Mubec
0 fu,tifuiE seasonal
--Day
fue Crflea oths, {PEl7y twc Oaiw
tPT &&YG Vai&/cftYsfr,zrgsreuests
PAUL C. GURRIE& P.E.
Pdnt namc of Petgn comPleting this
@bntu Dqonant d hilb Hedth gn EzYimaorltt
lri0C;D4ttv{tL ATTN: Drifrtg Wetu *&a
lfiCtGrt Ot *ffil.r${r0l
Dotw. @ drzrdl-ls$
PROJECT ENGINEER
Pttottcl: lfi3tdl.z-W
fAk tg3t782a3!n
Bctun d?js fottn u
4rr'},rEfratwy-C8ril Ga- 4ra a
PEACH VALLEY ORCHARD SUBD. AND
STMON SUBD. EXEIIPTION
PROJECT SUMMARY
Aug.1999
1 Scope andBackground
peaclr Valley orchard suMivision and simon subdivision Exemption comprise 185
acres that have U""n tuUOirided into eigftteln ?'zL^*trads of land' The subjqct
tand is located Z ,i1", Jre north of Si[,aolorado' The parcels have historically been
farmed for grazing and forage crop6'
The subdivision and subdMs'rcn exenption, respectrurrf, lrP.ry* recorded bythe otrte
of x..e Garfre6 C"rrty bL* ;,rd CddJ fte ,""itUed plab allow eadr d 18 lots b
corsfiuct a primary residence and an " ov *1 ft tq.! number of trnils anticipabd
at thb time b approximably 2. (qe*itfihq ,,it1 t1" optbn of ubdividirp a27 a61re
puto.l irrto an additibnal 5 lc'ts)'
MaximumoccupancyisprojecredatT7resljenB(3.5people/residencex22
residenes).
The properties have historically been served by ?n adjudicated well' The simon well
holds a water rignioe&d absolute for 49 gallons per minute (gpm) for dome$ic
and inigati* ,r"r. -rr,e *ar was ao;uoi;1fi in dse. l'b- w-1452- The date of
appropriation was rt4r, 1,]61Q ""9 ti* O"tE "f "OpOiotion
was July 3' 1972' The
wett holds permit rca'glaif- rtro *t"tg""-;*l"ilglf,gt additbnalWater court
"Jl* ,* required to use the rrvellto serve tE 18 subjed bts.
A 72 hour pumP test was compbted on the sinpn radl in February' 1999' A winter
out,D test was conducted td Oetermlne-the aquifier- conditions during u1e least
i"roiaUp conditions, i.e., vrften t e gro,rndy€tettiOp b typically at its seasonal krur
and recfrarg" i, ,ini*i: nl" *"rr "'aJ
p"p& "i gL.9n'' Evklence of this is the
factthatthe pumping tevelreacfr"O "qrifi[tiuri
(no aOOitiohd draradora6) 390 minutes
(6.5 hours) into the 7Z nour test. EXripof"tq it tf'u pum? test data suggesl that the
wellis capabb of producing more *"t"lii""the 49 gpm allowed by the decree'
Ntemativs
Three opt-ons were investrgated as potentialsources of potaphvater' These include
#;i;fi-ot sitt, inoirlouar-.r,,e[s, and a @mmunity water system.
The subjed land is more than a mile outside of the cunent city umils of silt' t'lo
domestic water serrice enends out to tre-property. Lkewise, there a no know plans
to provirJe "n
,r"" uae rur,alaonre$d;GilvrtL.ry qr", connecting to the Town
of silts existing potablewater system uas not consirjered a viable optim'
A second Option was for eacfr residence to drilt a well' \Nhile this can be done' at
bastfromalegalraaterrightsp"*pqdi*,previousexperienceonSiltMesa
indicates that weis "r"-;nit-"no'*isI.;
-
Th'rs, wtren an existing well produces
;;ffihil;ntiti;s of water, it beoomes more feasible to share a well-
2.
Water Resource Consultants, LLC Page 1
3.
L
5.
PEAGH VALLEY ORCHARD SUBD. AND
S ttTIO N S UBD. EXEIUIPTION
PROJECT SUMMARY
Aug.1999
The third option was to utitize the existing Simon well to sen/e all 18 lob via a
domestic rarater system. Since the well trad Ueen tested and had proven its ability to
;;;;;, and a tegalwater suppty raras already in place, this altemative uras chosen.
Ra w Water C ha n c E ri sli cs
The source of raw water is shattow groundwater. An MPA test revealed no influence
from-surface water. Chemical analysis indicates that tre only item. of potential
;;oem is sodium (1460 mgfl). tirnne there is ornenUy n9 health.standad
".t"Lli"r,"o
for sodium, it is comnpnly advised that certain indivkJuals should not
ingest high quantities of sodium
No other constituents of concern were noted in laboratory test results'
The raw water is visually cban, i.,e. wtfr a non{neasurable turlcidity level (too low),
with a temperrature of 58oF (14.4f).
Flood Plain Ceflificab
There are no streams, dry or running, near the Simon well' A starnped flood plain
certificate is endosed.
Design Calculatiorts
Tabb 1, attacfred shows projected water usage. Since the properties also have
;ffi inigation water, the'deirard on tte poAUte wa6r system can be ke6 to a
minimum.
Laboratory resutts indicate that no filtration is necessary- Therefore, no treatment
processes other than disinfection are necessary'
Chemical AnalYsls
Chemicalanatysis is attactred as to the Plans Rev'ew Sheets. No constituents tested
i"r" rUor" ruClt. Laboratory results are attached inAppendixA.
Financial Plan
The financial plan is govemed by the recorded "Grant of Easements and Declaration
oi'6or*rntr, conoii-ions and Restrictions for a Portion of Peactr valley orchard and
Sil;. Su6ivision Exemption," filed with the Garfreld County Clerk and Recorder
.lune g, 1999.
This instrument provides for the financing, rnanagement" maintenance and long-term
,p[*n of publicsystems- A copy is included in Appendix B'
6.
7.
Water Resource Consultants, LLC Page 2
8.
PEACH VALLEY ORCHARD SUBD. AND
SIMON SUBD. EXEMPTION
PROJECT SUMMARY
Aug.1999
Annuat operating expenses are estimated asfollows:
Povver $1,200
Chlorine 100
O&M, repairs 1,000
Operator 3,000
Lab Fees 2.000
Subtotal 5,300
15o/o 800
TotalEst. Operating Budget 6,100
Lead and CoPPer Assessment
A lead and copper assessment is stilt in process. .n"IE of the Langlier test are
anticpateo \rery'soon. No problems are anticipated. Review of the ctremical data
indicates that the waterwitt l'r'kely produce a depositionalenvironment (scaleforming)'
Vul n ua bi I itY Assessmeat
sampbs rivere taken of the full suite of soc's and Voc's. Nore urere above MCL's'
No industriatfacilities are located within a 2.5 mite radius of the Simon well. Historical
usage of the surface lands has been pasture'
Per discussion with Mr. John Payre of the Water Quality DMsion on August 24' 1999
ig-dsJ 091-g532, no io- ,"u0. fo be filled out untilthe system is operational'
lnventory furm
An inventory form is included in this submittal
Well Constuclion Dehils
Appendix c contains a copy of the wett log ard wetl permi[ All other details are
shown on the Plans.
MicroscoPic Particulab AnalYsb
Resuns of a MpA are incruded in Appendix c. Resutts indicate that the well is
;rrr'ia from true groundwatq gort*i. The test was run in the late summer when
qleundwater innue-nce from inigation retum flows should produce the greatest
iotential for groundwater contamination'
9.
11.
12.
10.
Water Resource Consultants, LLC Page 3
Table 1
Water SYstem SuPPIY RequiremenE
lor Peach Valley orctraro and'simon subdivision Exemption
Silt, Colorado
rro(tlo. olRddgtoe
cotu,t irrtoTEs:
Us*-.
1 tn{ouEE
do.nc!fic
D€rnetd
3.5'100
a2
s5
5!t
55
55
55
55
55
56
55
55
55
55
350
350
350
350
350
350
350
350
350
350
350
350
Jdt
F$
Mar
Apr
ilay
Juo
Jttl
,'ilS
s€p
Ocl
f.lov
Dec
8E
E6
Duratidl
tlafly, d 12 rpnlhs. Bs€d on 1OO gd' Po'ton'day
ad 3.5 P€rsul ocorpa.tqY
Daily, d t2 monthe
DsIy. a[ t2 mon0s
211
274
214
214
214
62
9"5
9.8
I 1.1
65
65
6.5
65
6.5
11.1
9.5
o2
405
610
039
T8M
125
46
16
16
7E
cls
405
nn
20n
m
20
x)
m
e€ro
rg.61E
14,058
15,950
9.350
9.350
9,35t1
9,380
9.350
r5.99)
13,61E
8810
15.5
23.6
21.1
27.7
162
162
182
r62
16.:ln1
BS
15.5
10%
2'r*
2A%w
1996
1gtr
1Str
rgtr
1g.ts
3ef
mh
1E%
2
3
HortBzlHAnh*
3' 10 grd
5'5grd
ToH-
Totd =
TdG
TGI-
GPD
354
35(l
30
E
55
143
fi.
211
EA
86
T1€6
Shrubs
10'im gld
10' 50 gPd
Feb, Mar, Apr, Oct Nor. lY&f onca perud<
fO, Ur, lPt Ocl. t.lor,, ti€tsronce Peruodt
4 t.awn 5 gpttl'2 hrs 6pdt OG once perurcclt
5 Mahbn eoa ZOgd vehldewaEhhg,genefalmdnbnsncs'Mar-ocl Ton,l= fi
6Tdldailydefl'ar'dhgEf,of'sfUo8[,lleldence.Srrndcolurrrrs(1)t'fod'(q.
7 Cot (6) ' No. redden€' Totel arerqe glat / day rcqli€d lor ail mrli'ottoc'
s col. (tll1l/ottiil@!, AveragBfiofl taE'gprn
g Col. (8)'2.5 poakfE fetr' Pak flrn rab' reguired b size distbrtion sysEflt
ro cot (8) r 35 gpfli a\Efage pnrTirE rate fnorn ur€[' PcfEentagp of linc punp w{l ncsd to run to supPly d€'nard'
Water Resorrce ConeuttsnB' LLC 20+1 $nqw WsErO€tnand.:ds
PEACH VALLEY ORCHARD SUBD. AND
SIMON SUBD. EXEMPTION
PROJECT SUMIT,ARY
Aug.1999
APPENDIX A
Laboratory Results
tnitial Water Sampling, Simon Well
(Source only, new system)
Envrronmental
Hea lh l"boratories rr 1c c.1 "l 5I
I lC, S. Hdt Str€rr
Y-,u(h B,ir|o. at,! 46trt 7 -Z7OZ
lll9t ?3't{7'7
lf | (r) 233-)2!5
FAX 12l9t Zl:J-8207
+:
REPORTING FOBM FOR PHASE I,I!, V ORGANIC ANALYSES
SAMpLER: pLEASE FILL oUT oNE FORM - FoFl EACH INDIVIDUAL SOUBCE/PLANT or COMPoSITE SET
YES I X t oT NO t I THESE RESULTS ARE TO BE USED TO FULFILL STATE SAMPLING REOUIFIEMENTS
PWSID#:COUNTY:DATECOLLECTED: o1l27l99
SYSTEM / ESTABLISHMENT NAME:
SYSTEM ADDRESS:
SrrElrd&6s/FoBd cfi STATE ztP
CONTACT PERSON:PHONE:
SAMPLE COLLECTED BY:TIME COLLECTED: 15:15 pm
WATERWpE: RAW (NocribrheorooE,r".r.-e [X] or CHLORINATED t I or OTHERTREATMENT [ 1
SOURCE(S): LOCATION(S): - Address SAMPLE POINT(S):
am/pm
Simon Subdivision
DO SAMpLES NEED TO BE COMPOSITED BY LABORATORY ? YES I I or NO I X ]
lf yes, record inlormation for second source or second PwslD *
-
SOURCE(S): LOCATTON(S): - Address SAMPLE POINT(S):
For Laboratory Use Only Below This Line
LABORATORY SAMPLE #:412329-35 CLIENT NAME or lD#: Water Resource Consultants
LABOHATORY NAME:Environmental Health Laboratories LAB PHONE #: (219) 2334Tn
DATE RECEIVED tN LABOBATORY:ost28l99 DATE ANALYZED: O6/03 to 06/12199
COMMENTS:None ol the anal$eeineluqeqj -!he detailed parameler list were detected in the sample submitted for
REPOBT NUMBER 412329-35 PWSA #
ALL RESULTS SHOULD BE REPORTED IN ugIL
UNREGULATED VOCs (TRIHALOMETHANES): ^\.
These THM results do NOT count as the regulaled THM results for syslems serving greater than 10,000 population.
(udL)(ugfl-) EPA (ug/L) BLANK
CONTAMTNANT cAs #BESULT METHOD Lab MDL.RESULT
Chloroform
Bromodichloromethane
Chlorodibromomethane
Bromoform
67€6-3
75-274
124-48,-1
7s-25-2
NT NT
NT NT
NT NT-lsr--NT
FIEGULATED ORGANIC CHEMICALS - VOCs
cAs f (ug/I-)
RESULT
EPA
METHOD
(ug/L)
Lab MDL.
(ug/L)
BLANK
RESULT
(ugfl-)
CONTAMTNANT
1, 1-Dichloroethylene
1, 1, 1-Trichloroethane
1, 1, 2-Trichloroethane
1,2 -Dichloroethane
1,2 -DichloroPropane
1, 2, 4-Trichlorobenzene
Benzene
Carbon telrachloride
cis-l, 2-DichloroethYlene
Dichloromethane
Ethylbenzene
Monochlorobenzene
1, 2-Dichlorobenzene
1, 4-Dichlorobenzene
Styrene
TetrachloroethYlene
Toluene
trans-1, 2-DichloroethYlene
Trichloroethylene
Vinylchlodde
Xylenes (total)
MCL
75-35-4
71-ss-6
79-00-5
107.0/6-2
78-87-5
120-82-1
7143-2
56-23-5
156-59-2
75{/9-2
100414
108-9G7
95-50-1
1064-7
100-42-5
127-184
108-88-3
156-60-5
79-01-6
75-O14
1330-20-7
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
7
200
5
5
5
70
5
5
70
5
700
100
600
75
100
5
1,000
100
5
2
10,000
-Tr-
NT NT
NT
NT
NTNT
NT
NT
NT NT
NT
--TT-
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
REGULATED ORGANIC CHEMICALS - SOCS
cAs #
(ugA) (ugA) EPA
RESULT MCL METHOD
BDL 515.1
BDL 515.1
BDL 525.2
BDL 525.2
BDL 525.2
BDL
(ug/L)
Lab MDL'
(ug/L)
BLANK
RESULTCONTAM!NANT
Dioxin
2,4,-o
2,4,5 -TP
Alachlor
Atrazine
Benzo (a) pyrene
Carbofuran
Chlordane
Dalapon
DibromochloroproPane
Dinoseb
Diquat
1746-01-6
94-75-7
93-72-1
15972-60-8
1912-24-9
50-32-8
1s63-66-2
57-74-9
75-99-O
96-12-8
85-85-7
85-OO-7
NT 0.00003
70
50
2
3
o.2
40
2
200
o.2
7
20
NT
0.1
0.1
0.1
BDL
BDL
BDL
0.1 BDL
0.02 BDL
BDL
531.1
505
515.1
5041
515.1
0.9 BDL
BDL o-2 BDL
BDL
1.O
0.02
BDL
o.1
BDL
BDLBDL
BDL 549.1 o-4 BDL
BEPORT NUMBER 412329-35 r^PWS^#
REcULATED ORGANIC CHEMICALS - SOCs (cont.)
cAs #
(ug/L) (ugfl-) EPARESULT MCL METHOD
(udL)
Lab MDL'
(ug/L)
BLANK
RESULTCONTAMINAI.IT
Di(2-ethylhexyl)adipate
Di(2-ethylhexyl)phthalate
Endothall
Endrin
Ethylene dibromide (EDB)
Glyphosate
Heptachlor
Heptachlor epoxide
Hexachlorobenzene
Hexachlorocyclopentadiene
Lindane
Methoxychlor
Oxamyl
Pentachlorophenol
Picloram
Polychlorinated biphenyls
Simazine
Toxaphene
103-23-1
117-81-7
145-73-3
72-20-8
106-93-4
1071-53€
76-M-8
1024-57-3
118-74-1
T7-47-4
58-89-9
72-43-5
23135-224
87-86-5
1918-02-1
1336-36-3
122-U-9
8001-3S.2
BDL--EDL-
BDL
BDL
BDL
NT
BDL
BDL
BDL---EDt-
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
400
6
100
2
o.05
700
0.4
o.2
1
50
o.2
40
200
1
500
0.5
4
3
525.2 0.6 BDL
525.2
548.1 9.0 BDL
o.6 BDL
525.2 0.01 BDL
504.1 o.o1 BDL
NT
525.2 0.04 BDL
525.2
525.2
0.02- ol1-BDL
BDL
s25.2 0.1 BDL
s25.2 o.02 BDL
525.2 o.1 BDL
531.1 1.0 BDL
515.1 o.04 BDL
515.1 o.1 BDL
505 tt BDL
s25.2 o.07 BDL
s05 1.O BDL
UNBEGULATED ORGANIC CHEMICALS - SOGs
CONTAMINANT
3-Hydroxycarboluran
Acrylamide
Aldicarb
Aldicarb sulfone
Aldicarb sulfoxide
Aldrin
Butachlor
Carbaryl
Dicamba
Dieldrin
Epichlorohydrin
Methomyl
Metolachlor
Metribuzin
Propachlor
cAs #
16655-82€
79-06-1
116-06-3
1646-874
1646-87-3
309-OO-2
23814-66-9
63-25-2
1989-00-9
60-57-1
106-89-8
16752-77-5
5121845-2
21087-64-9
1918-16-7
(ug/L)
RESULT
BDL
NT
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
NT
BDL
BDL
BDL
BDL
EPA
METHOD
(ug/L)
Lab MDL'
1.O
(ug/t)
BLANK
RESULT
BDL531.1
NT
531.1 0.5 BDL
531.1 o.4 BDL
531.1 0.5 BDL
s25.2 0.1 BDL
525.2 0.1 BDL
531.1 1.0 BDL
515.1 0.1 BDL
s25.2 0.1 BDL
NT
531.1 o.5 BDL
s25.2 o.1 BDL-_EEr525.2 o.1
525-2 0.1 BDL
UNREGULATED ORGANIC CHEMICALS - VOCs
CONTAMINANT
1-Dichloroethane
1-Dichloropropylene
1, 1, 2-Tetrachloroethane
1, 2, 2-T elrachloroethane
2, 3-Trichlorobenzene
2, 3 -Trichloropropane
1,
1,
1.
1,
1,
1,
cAs #
75-34-3
563-58-6
630-20-6
79-34-5
87-61-6
96-18-4
(ug/L)
BESULT
EPA
METHOD
(ug/L)
Lab MDL*
(ug/L)
BLANK
RESULT
NT NT
NT NT
NT NT
NT _-_TT-
NT NT
NT NT
REPORT NUMBER 412329-35 PWS" #
UNFIEGULATED ORGANIC CHEMICALS - VOCs (cont.)
cAs f (ugfl-)
BESULT
EPA
METHOD
(uga)
Lab MDL'
(ug/t)
BLANK
RESULTCONTAMINANT
1, 2, 4-T nmethylbenzene
1, 3-Dichloropropane
1, 3-Dichloropropylene
1, 3, S-Trimethylbenzene
2,2-Dichloropropane
Bromobenzene
Bromochloromethane
Bromomethane
Chloroethane
Chloromethane
Dibromomethane
Dich lo rodif !uo romethane
Fluorotrichloromethane
Hexachlorobutadiene
lsopropylbenzene
1, 3-Dichlorobenzene
Naphthalene
n-Butylbenzene
n-Propylbenzene
2-Chlorotoluene
4-Chlorotoluene
4-lsopropyltoluene
sec-Butylbenzene
tert-Butylben2ene
95-63-6
142-28-9
542-75-6
108-67-8
s90-20-7
108-86-1 1
74-97-5
74-96-4
75-00-3
74-87-3
74-95-3
75-71-8
75-69-4
87-66-3
98-82-2
il1-7t1
91-2G3
104-51-8
103€5-1
95-49-8
1OG-43-4
25155-15-1
135-98-8
98-06€
NT
NT
NT
NT
NT
NT
NT
-_TT-
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT-rNT
NT
NT
NT
NT
-T-
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
Godes used:
NT = Not tested for comPound
B - The analyte is found in the associated blank as wellas in the sample
BDL = lndicates that the compound was analyzed for, but was below the Lab MDL
Lab MDL = Laboralory Method Detection Limit
J = tndicates the presence of a compound that meets the identification criteria but the result is less than
the sample quanitation limit but greater than zero.. EHL has demonstrated it can achieve these report limits in reagent water, bul can not document them
in allsamPle matrices'tt Aroclor 1016: 0.08; Aroclor 1221: 2.O: Aroclor 1232: O.5; Aroclor 1242: O.3; Aroclor 1248: O.1;
Aroctor 1254: O.1; Aroclor 1260: 0.2
Note: This report may no!b: rgproauced, except in full, without written approvalfrom Environmental Health
Laboratories' (div. of MAS Technology Co rporation) -
------a ^a- 9q
Title Date
u!llGl"tcttJ
Final by Title Date
MAIL BESULTS TO: Colorado Deparlment of Health, WOCD-DW-B2, 4300 Cherry Creek Drive South, Denver, CO 80222-1530
Cotorado Department of Health - Ddnking Water Section
REPORTING FORM FOR PHASE I,II.V ORGANIC ANALYSES
SAMPLER: PLEASE FILL OUT ONE FORM - FOR EACH INDIVIDUAL SOURCE/PLANT OT COMPOSTTE SET
yEs t I or NO t I THESE RESULTS ARE TO 8E USED TO FULFILI STATE SAMPUNG REOUIREMENTS
'.'. r/vsrlRacnoNslDEFIMnoNs oN BACK OF 1;19Xy ""
PwSID #,--J-fS.D co UrtW: G Ns.FI ET.I) DATE COLLECTEO: F I 2?I T \
SYSTEM/ESTABLTSHMENT S
SYSTEM AD " /*c Rqswv f ... ! -Wc 5
cttv
CONTAfi PERSON P*-t 'r tf
SAMPLE COLLECTED BY:?-*\C.^..- i t "
WATER TYPE: RAW o.ccrrcir-.o-o.a.,o I I or CHLORINATED I I
SOIIRCE(S): N 0"". IOCAflON($: 'Ailrcs
PHONE:1 \a< I G?S- Sa-tf
TIME 5 tse "'n@
or OTHER TREATMENT t I
SAMPIfi POINT($:
st^tt
uYYe
UD
qe
Br,ts
3aEr crof Fill
DO SAMPLES NEED TO BE COMPOSITED BY I.ABORATORY ? YES t I OT NO I I
lf yes, record information for second source or second Pwsl
souRCE(S):LOCAflONE): - Ailrcss sArtrPr,I. PoIt{T(s):
laE lrcrof Rotl
Usc Onty Below This Litu
0l CLIENT NAME or U
For
I.ABORATORY SAMPLE L 23eil
I.ABORATORY C.L
DATE RECEIVED IN I-ABORA 5 -?r
&1
I.AB PHONE ,Qro rtTq- l.scro
DATE ANALEED L L71I
COMMENTS: ,
*<dcrJ?olc
PAGE 2
T.A,BORATORY NUM PWSID'
ALl RESULTS SHOULD BE REPORTED tN usI
UNREGULATED VOCs (TRTHALOMETHANESI:
These THM resuhs do NOT count as the regulated THM resulB for systems serving greater rfran IO,OOO population.
CONTAMINANT
Chloroform
Bromodichloromethane
Chlorodibromomethane
Bromoform
cAs#
67-68,3
75-274
124-48-l
75-25-2
(ug/ll
RESULT
BDL
BDL
EPA
METHOD
Sztn
I 2Go
g260
S:-0,o
(ugfl
Lab MDLz
z
-
2
Z
(us/ll
BI.ANK
BESt'LT
Bou
BDL
BDL
BnL
Rf\L
BDU
REGUIATED ORGANIC CHEMTCALS-VOGs
CONTAMINANT
1,1 -Dichloroetfiylene
1 , 1 ,1 -Trichloroethane
1, 1, 2-Trichloroedtane
1,2,-Dichloroedrane
1,2,-Dichloropropane
1,2, 4-T richlorobenzene
Benzene
Carbon tetrachloride
cis- 1,2-Dichloroetfiylene
Dichlorometfiane
Ethylbenzene
Monochlorobenzene
o-Dichlorobenzene
para-Dichlorobenzene
Styrene
Tetrachloroethylene
Toluene
trans- 1,2-Dichloroethylene
Trichloroethylene
Vinyl chloride
Xylenes {totall
cAs#75-3il
71-55-6
79-O().s
107-06-2
78-87-5
120-82-1
71-43-2
56.23-5
156-59-2
7s-o9-2
100-41-4
108-9G7
95-5G1
106-46-7
100-42-5
127-184
108-88-3
156.60-5
79-O1-6
75-01-4
1330..2G7
(ugnl
RESULT
Bou
Bou
Bot-
tsu_
BDL
Bou
BDL
Boc
BOLtoB
Boc
BDL
Bou
Boc
ROL
Bpu
tspL
Bfl-
Boc
BOL
BDL
(ugrll
MCL
7
20()
5
5
5
70
5
5.70
5
700
100
600
75
100
5
l,OOO
100
5
2
10,ooo
EPA
METHOD
SzLo
g?-6
SzLO
SZt O
g?J.o
Sztp-16-
Szur
8zta,
82t o
Buo
_82(o
8?to
a2-rl
Ezto
SZGo
Szto
8ta
82q..
Szto
8?ti,
(ugnl
Lab MDL
2-
L
L
2-
-
z
-
z
-
2-
-
L
-
z
z
-
z
L
-
z
2_z
z
-
L
-
z
-
zz
(ugrll
BT.ANK
RESI'LT
BDL
BDL
Bor-
tsq-
BDL
BDL
Rot-
BDL
Bot-
Bu-
BDL
BDL
Bpu
KDL
Boc
BDL
8DL
REGULATED O RGANIC CHEMTCALS--SOCs
(ug/U
RESULT
NT
NT
NT
Nf
N7
Nrr
NT
NT
NT
NT
NT
rlf
(us/ll
MCL
lugfll
tab MDL
-
EPA
METHOD
-
o.oooo3
(ugfll
BI.ANK
RESt'LTCONTAMINANT
Dioxin
2,4,-O
2,4,5fTP
Alachlor
Atrazine
[!sn2e(3)pyrene
Carbofuran
Chlordane
Dalapon
Dibromochloropropane
Dinoseb
IJiarrat
cAs#
1746-01-6
94-75-7
93-72-1
I 5972-60-8
1912-24-9
50-32-8
1563-66-2
57-74-9
7s-99-O
96-12-8
8s-85-7
RS-nn-7
70
50
2
3
o.2
40
2
2o,0
o.2
7
1t\
PAGE 3
I.ABORATORY NUMBM PWSID'
REGUI-ATED OBGANTG CHEMTCALS-SOGS (GONT'I
CONTAMINAiIT
Di l2-ethYlhexYtladiPate
Di ( 2-ethYtheryll Phthalate
Endotha$
Endrin
Ethytene dibromide
Glyphosate
Heptachlor
Heptachlor ePoxide
Hexachlorobenzene
HexachlorocYcloPentadiene
Undane
Metho:rYchlor
OxamYl
PentachtoroPhonol
Picloram
Polychlorlnated biphenyl's
Simazine
ToxaPherr
CONTAMINANT
3-HydroxYcarbofuran
Aldicarb
Atdicarb sutfone
Aldicarb sulfoxide
Aldrin
Butachlor
Carbaryl
Dicamba
Dieldrin
MethomYl
Metolachlor
Metribuzin
Propachlor
cAs#
103-23-1
117-81-7
145-73-3
72-2G|f,
10&93-4
107I'53.6
76-4{'-A
1024-57-3
11&74-1
77474
s&89-9
7243-5
23135-22Q
87-86-5
1918-02-1
1336-3&3
122-34.-9
8001€5-2
cAs#
(Unkl
116-06-3
1646-87-4
164&87-3
309-OG2
23814-6&9
63-25-2
1989-OG9
6G57-r
16752-77-5
51218-45-2
21087-64-9
191&1e.7
luglll (ugrll EPA (us'tl
ietur-r McL METI{oD Lab MLL
b NT 50
- -NTl--.Nr soo e
luglll
BI-ANK
NE$'LT
-
-
-UNBEGUIATEDoRGANIGGHEMIGALS-SoGs
(uelll
RESULT
$T
NT
NT
NT
NT
NT
NT
-NTNT
NT
NT
NT
UT
(ug/ll
EPA (ugnl BT.ANK
METHOD tab MDL RESI'LT
-
BOL
TDL
(ugrU
tab MDL
zz
L
Z
2-
2-
UNREGULATEDoRGANIGCHEMICALS--VoCs
(us/ll
B"u
Rou tza
8"to
8LU)
AU.f
lugltl
BT.ANK
RESULT
ts,oc
3DL
@L
BDL
EPA
CO?{TAMINANT
1 ,1-Dichloroethane
1 ,1-DichloroPropene
1, l, 1,2-Tetrachloroethane
1,1,2,2-T etrachloroethane
1,2,3-Trichlorobenzcne
I .2,3,-TrichloroProPane
RESULT
BDL
(\ov
BDL
METHOD
E?la1
Ezto
cAsf
75-34-3
s63-58-6
63G20-6
79-34-5
87-61€
9&18-4 Bou
rAUE +
TABORATORY NUMBER P\ /SlD#
UNREGULATED ORGANTC CHEMICALS--VOGS (CONT.I
(uglll
BI.ANK
NE$f,T
Ra_-Gut
FFL
tsoc
Bot
BOL
Bot-
Ti'D{--
B>c
BDL
ADL
RDC
BDL
BW
RDC
I3DL
tr0L@
6Dc
BDc-tut
r?rv
Rnt
Boc
EPA
METHOD
Stto
8?/,p
Szt ttu0
Atet
62(10
6200
RZ(rO
82L0
- 8?Q\
82Cp
- tzlof
82Oo
8zA0
6Zh
8?h\
82Lo
??lot\
A?lto
fi2nd
Euo
StLo
R{rD
R?lcr
(ug/ll
RESULT
GDL
BPu
t3r>u
Bor_
AD(
F'DL
RDA
BDL
BT't
Bnr
BW
bD,.
@l'
|ts,OL@
I\DL-E
Goc
BDL
fi'rt/
DP
Brv
-132L-gd-
I
COT TAMINA TT
1,2, 4-T rimefiYlbenzene
I ,3-Dichloropropano
1,3-Dichloropropene
1,3,5-Trime0Ylbenzene
2,2-DichloroPropano
Bromobenzeno
Bromochloromethane
Bromomethane
Chloroethane
Chloromethane
Dibromomethane
Dichlorodifl uoromedrane
Fluorouichtoromedrans
H e xachlorobr.rtadiene
!sopropylbenzens
m-Dichlorobenzene
Naphtrralene
n-Butylbenzene
n-Propylbenzene
o-Chlorotoluene
p-Chlorotoluene
p-lsopropyltoluene
Sec-btrtylbenzene
Ten-butylbenzene
cAs#
9s-63-6
142-28-9
542-75-6
108-67-8
s9G2G7
108-8S1 1
7+97-5
74-96.,4
7s{G3
74-87-3
74-95-3
75-71-8
75-6H
87-6&3
98-A2-2
541-73-1
91-2G3
104-51!8
103-65-1
95-09-8
106.43-4
251 55-15.1
135-9&8
98-06-6
(ugrU
Lab MDLz
L
-
Zz
2-
z
L
Lz
2-:
6
Z
ZZ
?-
L.r-
7-uL7'
-
Codes used:
NT = Not tested for comPound
g = ffre anatyt-e ii tound in the associated btank as wetl as in the sample
BDL - lndicates J1at tte compound was analyzed for, but was bclow trrc ['ab MDL'
Lab MDL = Laboratory Method Detoction Urnh
J = tndicates til-pr"""nce of a compound that meets the identification criteria but the resutt
is tess tfran ifrl sampte quanitation limit and greator than the Lab MDL'
(Above the Lab MDL but below the PQL'I
Pro o-t C/?rL| t ?E
Reviewed & Approved by Title Date
MAIL RESULTS TO: Colorcdo Dcpartrncnr of Hcclth. wocD"Dw-B2. 43oo Chcrry Crcck Drivc South. Dcnvcr. Co 80222'153o
i"Ji.a 7/94 - J:\WP\LABS\oRGANIC'FRM
I
Colorado Dcpartrncm of Hcahh - Drinking Water Sccrion
REPORTING FORM FOR RADIOTOGICAL ANALYSES
SAMpLER: pLEASE RU- OUT ONE FORM - fOB EACH INDIVIDUAL SOUBCE/PIANT or COMFOSffi SET
yES t I or NO t I THESE RESULTS ARE TO BE USED TO FUtflLL STATE SAMruNG REOUIREMENTS
.--. afsl? acnoNslDEFIMnONS ON ,l.CX OF FOB,ll s
PWSID rt--f$D co G r+ertt Lsr DATE 57-ft7t5
SYSTEM/ESTA BI-ISH M EMT NA w.,uN vE L
SYSTEM A E UzS-r t- T(ESe\^q (CrtJ stri"f AN ,9*
:-.Erto l-crlv S'AIE
!%E - t4:)
4 lt >0
PHONE:CONTACT PER 9q.,J (u1v-.1-
SAMPLE COLLECTED BY:?*-) (.r'it'r TIME COLLECTED :(7 0,
or OTHER TREATMENT t I
iAMPT,E Poffirs,.'
*,@
WATER TYPE: Rr{W o.. -x-a ' *- s'--o I I
sotncEg} \-I gr,..f
or CHLORINATED I I
LOCAflON(S): -,ldilns
I.ABORATORY SAMPLE '
DO SA'\IPLES NEED TO BE COMPOSTTED BY I.ABORATORY ? YES t ] OT NO I I
For Usc Onty Bdo.., This LirE
23 CLIENT NAME or lD#I )at,-,tt'Lau.o rnc- F o#-
I.ABORATORY NAME 5 rADATE RECETVED tN I-ABORATORY K ,f9 DATE ANALYZED x I I
IAB PHONE #r97or 8 19-t {7o
COMMENTS:,{r
lpCiltlPARAMETER RESULT
GROSS ALPHA llo
GROSS BETA O,O
(pCi,ll
MCL
aa..
50
N/A
EPA
METHOD
lpCi/ll
Lab MDL
4.4
h,e
a.4
1.1
,17
lGo
Qca.o
3@e-
903.oqa4.r1,
fil@.r
9t<-o
RADIUM 226
RADIUM 228
URANIUM
RADON
-g.og a
a
aa
aa
ADJUSTED ALPHA I 5...
l{T - Not Tr;trd lor corrpoutd
I - 1}r tndyro ir fq,rnd in ttr eocirrod Urnt o woo a in t,|. rurplo
N/A - Not eepfcrUo
mg/L - l,ElEgrro por Uter
pCi.ll - Ffcocuir per titet
lrlCL r lrgirrrrrr Com.rtinar trcd
bb MDL - l--orrtdry Mrthod D.t.Gtion Litrit. , lrCL lor Rrdllrr 2:LG .rd 225 COITaINED L 5 pCilt- MCL in lho procerr ol boing ch&god by EPA-
oo r IICL ia rhr proca of beillg rot by EPA
"' - Gro.. Abhr rrirur Urrirrn rirur Rrdon ogurb Adjurrcd Alphr
{ ?
Revicwed & Approved by Date"-+
LIAIL RESLn Ts yo. Fatarar trt .frd at u--* rlrfiFli-rturit rtrtrt Fsd FoD ltr:.. G-.* l\--.-' Ftt tttttt-l ct.t
I
Cotorado Department of Health - Drinting Wets Sccrion
REPORTING FORM FOR ORIGINAL.PHASE II.V INORGANIC AT{ALYSES
SAMPLER: PI-EASE FILI- OUT ONE FORM - FIOR EAC}I tNDIvtDUAL SOURCE ?l NT or COMPTOSrE SEf
YEs t I or NO I I THESE REST LTS ARE TO BE USED TO FULFIII srATE SAMruNG REOUnEiltr{XS
..- rvsz? acnoNstDEFINmONS ON BACX OF nzn,,- n
FA/SID =r co ,(DATE 5
a
\
SYSTEM/ESTABLISHMENT l,^ r,
\l ..\o--5eu -t^
\
SYSTEM Ct 3 zA$.(^sf a
5r l.l
8tC$o
CIIY ,
CONTACT 1f
SAMPLE COI I FCTED BY: 1( TIME
WATER TYPft RAW t. drh.it-----."o I t
sr,uRcE(sE N E V
PHONE:r\+vr b?5- 5 43)
0V
oT CHLORINATED I I oT OTHER TREATMENT T I
IOCAnoNg): -Ailra SAJf,PIS nOellfqL.
LrlE:ctom
DO SAMPI-EII NEED TO BE COMPOSITED BY I BORATORY ? YES I I s NO t t
For Asc OaIy klow TrnEl,jrra
LABORATORY SAMPLE #2i e1 CLIENT NAME or lD#
I-ABORATORY NAME A-..."- ,r-AB PHoNE' rgfD I k?t-6590
DATE RECEIVED IN LABOFATORY e DATE ANALYZED *,I
COMMENTS:=t1
PARAMETER
ANTIMOT{Y
ARSENIC
AARIUM
BERYLUUM
CADMIUM
CHROMIUM
COPPER
CYANIDE
FLUORIDE
LEAO
MEBCURY
NTCKEL
SELENIUM
SOOIUM
SULFATE
THALUUM
(mcrll
BESULT
BDL
-BDLAF'_
BDL
B1-'L
13rJ-L
9nL-ffi
-BDLBDL
3DLADLlW
.21,,-BDL
o.006
o.o5
2.O
o.oo4
o.oo5
o.t
1.3.
o.2
4.O
o.ot5.
o.oo2
o.r
3:os
500.0..
o.oo2
(mcrD
MCL
EPA
METHOD
a
eN.7 O'ooLAw)q D.Aet
.e@+ D.@7Aoo.+ O.ff)3*2oA.7 p.eCI<:.f
, r.l Oolloa.+ o.o I<7<.4 o,t1l
SnqqooF-C O.lapo.g o,ec, I
245-t n.asto I2AO1 aolA@.7 _oo{edo.+ e.?a{.7 loAoo-q e.oa9
lmg/ll
Lab MDL
me/L - llEfgrzrr 9rr l,.br
' - NOT m tllCl- 'Actio.r lr\.f
" - NOT en ltGL'fbr&orh nrqnu-rr Orfy.It . HoULI tir h.. bror orcrrdod
ol
iff - Not Trrtrd for coagorrrd
! r Thr rnrlfrtr b ,o.rd h rnr rrociara Urrt r wr! rr il r,rr urpb
f,lCt r Merinrm Corl^rrirrm t.erl
L.b ltlrt r LrDontory fartnod D.Lcttoo l"hit
,(o "r-rt
Reviewed & Approvcd bY Titlc Det
MAIL RESULTS TO: Cotondo DoPrrcnrm of HrdrlL WOCIDW-B2. ztiloo Chorry Crook Drirr Sourtt Drnrrr. CO to2.:!:!-l5ito
Revirod 6/!14 - J:\WP1I..ABFOBIi6UNORGANJRM
-ra -r.'!O
a-
AC7
c&r.do Doputnrcnt sf H.dtlr - DdnEng wrt r srcdon
BEPG)FTIIIO FORil FOR NITRATETflTRITE ar I|ITHOGEI AIIAIYSES
sAf,IPLER PI-EASE FILL OUT ONE FORM . FOR EACH INDTIDUAL SOLNCE,PIINT T @MPIOSITE SET
yEs I t or NO t I THESE REST LTS AnE TO BE USED TO Ft tFlLL STATE SAMruNG REOI TREMB.|TS
.... nYsrr acnoNstDEFrNmoNS ON BACr OF Iipx.,fr a
RA/SID Dco J DATE
5 t
C,\-r",ti
\J
SYSTEM/ESTABLISHMENT
!o$TSTEM
CONTACT P
+C^'i6 t\st-
D ,0
SAMPLE COI I FCTED BY: . .
WATER TYPB RAW....r-rr-r----r I I or CHLORI]'IATED t I
somcE6} NEr,,u LOCAfloN(S):'Ailrs
C'TY
PHONE r\\0r\1^5 -5e33
TIME v
or OTHER TREATIUENT t, I
SA,{PLBnoezE}-
rrAtl
I
DO SAMPL.ES NEED TO BE COMFOSTTED BY IABORATOW ? YES t I OT NO I I
For lfutwry Use On$ elov nnt Urr.
TABORATORY SAMfuE '
L 4 CUENT NAME or IDJ
I-ABORATORY NAME Z I,.AB PHONE
'
DATE NEEEVEO tN T.ABORATORY 5 ,2*,71 DATE ANALYZED &t e iq?
COMMENTS:
PARAMETEB
NITRATE/NITRTTE.N
NITRATFN
NITRITE+.I
EPA
METHOD
Ls3_L
35J-t
353. e-
(mg/tl
FESULT
o-3'-1
o .31ffi
(mgnl
MCL
10.o
10.o
r.o
(mg/ll
Lab MDL
O.A a-
c.eL
o.ol
ffi r Not Trrtrd for cornPound
B r Tlr. .n tytt ir torrrd in drr drocirt.d U.t& er wrI rr in rho t trrPl.
nr6/L r l,/frigrrr Per lJtrr
uit - l,Ldrtrrrtt Conrrriarnt LrYrl
t-.b MOL - bborrrorv fJhdtod Drtrction tinit
H - Holding frnr tro bron rxcordod
I
e6l',47.,c,-
Beviewed & APProved bY Title Detc
trAtL RESULTS ToE Coloredo llcprrrrnern of Hcaltt. wocD€w€2. 43OO ChcrrY CtEet tlrive sorrrtu Denvcr. CO 8O2:n'15
Rc\riscd 8/94 - J:II/\rPUISf{AMS\NITRATEFRM
l-ta -rr!O
!-
I--rrET:f:-l
tllorq?q-tffio
rColoredo frcprrrncnt of H..tlh' OrtnUrn Wrt ? Srcrlon
nEPOETIIIO FORII FOR NITRATEINITRITE er NITROGET ANALYSES
SAMPLEft PLEASE FIIL o)UT ONE FORM ' FOR EACTI INDTVIDT'AL SOTNCE'PUNT A OOMPOSITE SET
YES t t Or tIO t I THESE RESI,'LTS ARE TO BE USED TO FI'IfII'L STATE SAMruNG REOTNREMENTS
..'. nYsz:f,acTrotts,lDEFIMnONS ON BACr OF FORr a
PwstD ,,-_5S[J-'E-'[DATE 1
SYSTEM/€STABUS}IMENT E-
t-EVJ
:-fraOa-=, A.!\q \ 1 Cwr i-i
<q \(..
SYSTEM AD @
>r CtfY €rtAll ,
COT.{TACT PERSON
SAMPLE COU TCTED EY:Q..w,\ C..,.V l' rCr {
WATER TYPE RAW r.rrrrrt.-r--.I-t I I or C]lLORll'tATED t I
sot RGEGL' \\Lw LoCenoNFE -Ard'a
p,ONE:r \aur 6?.\- q-A\}
TIME COtr-ecreu s'o b' @@
or OTHER TREATIUENT t, I
sauPr.EnotrITsl.'
DO SAIIiPIIS NEED TO BE COMFOSITED BY TABORATOW ? Y'EIS t I OT NO I I
Forlfuraorl Use OnIy klow Thit IiE
I.ABORATORY SAMPLE '
3?CUENT NAME or lDt
I-ABORATORY NAME LAB pHoNE, t97o t c{7q-b5qa
DATE BECEIVED IN I.ABORATORY 8 DATE ANALYZED +8
+q q7
COMME}.ITS:
PARAMETE?
NITRATE/NITRITE-N
NITRATFN
NTTRITH.I
lmg/ll
RESULT
o.2q
0.;q
-BDL
(mgll
MCL
10.o
r o.o
r.o
EPA
METHOO
35 3.a
(mg/Il
Lab MDL
o.o2_
o-o)-
n-n I
353_2
353--'
l{T - Not Trrtod fo; cornpoond
! r Th. .n.tYt, ir tound
-;6 6p orodrt.d u.'& g wor rr in t{r ..m91.
mg/L - rfligr-n Per lJtrr
uit- - u-at*-. Coarrrinrnt Lrrrl
t b MDL - t-rbodtolY fJhdtod Ootrction Lirit
i - Holdng Trnr lra boon rxcordod
e,* 4.r.e.- ftq t
Reviewed & APProved bY Trde Datc
rrAL RESULT5 Tu Colondo Dcp.rtrrrc1 of Heatt r. wocmw-82. 43oo chc.rry creet.Drive Souttr. Denver, co 8o22i2'15:
Fcviscd 8/94 - J:\IJVP\IIBI{)RMS\I{ITRATEFRM
ITTTET-F:]
-\ ^^
lllicrcsearctrlaboratory
970 963 ?t40 P-Ol
'y.ayt-O7-99 o,3?'37P PRINCE CREEK
PWSTDt-
Projcct Godc-
Account
frhrsear$ bboatofy arnc.
2763 Webdcr Ir,lE
Grard uuulort CO 81503
(Sl Ol 21 1 -1 44Q Fex (g z0)2.r I €Osz
h'u,w.mrlaba.com, c-nraf mbrolebOitt !,n61
SOI,IRCE WAIIUR IDENTIflCATION
Uring MPA foltowing EPA CONSENSUS METIIOD
City/Iltlllty Slt t Mcrr
c/oP.O.Box 292
Agcocy c/o David Hicts
son Prrmn
f.(}lor
Ilctcrotropic PhL (co[lll
Glervood Springs.CO 8t2to
PDonc (9701943-6309 pbouc
Ilrtc (r) rrnpl+d.OS4jrol/lg9e S.'Tter (r) Laun
Syrtcn IYpc j-putttc
-coamurty _Non€ommuairy
Iletcrrccivcd 08/l9l9t
lVrtcr Sourcc tocrdor Sill.nrcsa . Mctcr RcedLg: Dcfop___Aller_SrnpfcTekcnltoo---fU{l TotelvoluueOlt"rcd l.0OO galloru .
wetcf rource rll !r: sprftu Infttralion crallcry Angsian wclt
:lpug Well lhilled Well llorizonrel Wcll Jre"r_If Wsll: Dcprh 2t JoA Distancenmivcr/sr=anrltgt<c_.:tZtQ_.t$
-Eckl Mceruremnlr;
(derc)
Mrit oc
vkilrsD
Turtidlty pII
(NTrr)
Tcmpc Cooducttvlty T.Chlor
Fecol Collform
IOO EL
OticrMBAnelwft
(de'c)Totsl Collf.orn
r00 nL mL
Viritoc
Visittwo
Proccrrlr q l4fornrtiotl
Tolel Volunc Filtcrcd l_om gallom
Oradi€qt
Tlmc RequlrGil hr ,
-otler'Pirecr,Qleryldd
Totat tilrcr rediucat collcctcd 25.t rulr
rL redtrncnt/ l0O g3llou 2-580
PERCOLLTD / rucroac Flotelion Fllct volurc I.fl)O . pL
PERCOIiO /rucrocc Oolatior plcltcd t+{l.crt 60 FL
pL trohflon pcllct volumo / fOO grllour filtcrad I S4.8 tL
Ilotatlon Prnmcbr
.{FarcolU suarose
potassiua citraE
Pagc I of2 NOIE; AII Limitstions of Anatysls Apply.
P -o2970 96 I r+oMay- 07 - 99 03 : 38P PR I NCE CRE Et<
v7E
Et
ID
F
EA
fr
Eg
t
e
E'E.t
E.*
g
!
-o
Fd
F
CIr
Fr
F
No
i\)
ZH
Edi
tr
E
FEIClEDotrr
si
EB
Eg tq
o
Eoi
o
s
e
l=
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lil
't,
Et,
,tsoEg
E5(Dr
F
HF6U
F
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E5
Fts
ooo
pci
Hct
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I
b
o
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E
oo
lF
P
.t
(.)oorl
CL
Fi
Foi
FCID
E.lc.lFl
E.
v)
oIt
F
p
.o
J
P
P
+
lplo
ri
-F
a,-F
5
tt,
aat
I
'Fr
9D.F
a
Fs
I
\El
g!
Fo
t
ool
dE
aa
B
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E/
.dItf
q
f
Hitt'
tsrtEE
lrlc'ls-l
IxU
I
MANAGEMENT AND OPERATIONS P1AN
POTABLE WATER SUPPLY SYSTEM
Peach Valtey Orchard Subdivision and Simon Subdivision Exemption
Silt, Colorado
27,
Pumose
The purpose of this document is to provide guidance for the ownership, management
and operation of the potable water supply system that provides domestic water for the
peach Valley Orchard and Simon Subdivision Exemption (PVO/SSE) near Silt,
Colorado.
This document also provides information required as of October, 1999 by the Colorado
Department of Public Health and Environment (CDPHE).
Scooe
This Management and Operations plan provides on overview of the following:
ManagerialPlan
Financial Plan
Operations and Maintenance Requirements
Authoritv
All references to ownership and management herein are as described in the "Grant of
Easements and Declaration of Covenants, Conditions and Restrictions for a Portion of
peach Valley Orchard and Simon Subdivision Exemption," June 1d, 1999, recorded in
Garfield Coun$t, Colorado, June 3, 1999, Book 1133, Page 54.
MANAGEMENT AND OPERATIONS PI.AN
POTABLE WATER SUPPLY SYSTEM
Peach Valtey Orchard Subdivision and Simon Subdivision Exemption
Silt, Colorado
Paoe2ot 4- October2T. 1999 Rev' 0
MANAGERIAL PLAN
1.)Description of Oroanizational Structure The Owner of the water system is the
on, a Colorado unincorporated nonprofit
association whose Members are the respective owners of Lots within PVO/SSE.
Management of the system is vested in the Association Manager. The
AssoJiataon Manager is a Lot Owner and Member of the HOA.
2.)
Day-to-day operations of the water system are conducted for the HOA by
qririfi"O inOividuats or companies. Operations as of October 1999 are being
conducted bY the following:
For maintenance and rePairs:
Samuelson PumP ComPanY, !nc.
PoB297
Glenwood Springs, CO 81602
PH (s70)94s6309
Contact Raun Samuelson
Qualifications: Licensed Pump lnstaller
Responsible for system installation
For permitting, monitoring and reporting:- Water Resource Consultants, LLC
244 Hutton Ave.
Rifle, CO 81650
PH (s70)62s-s433
Contact PaulCunier, P.E.
Q ualifications : Licensed Professional En gineer
System Designer
Class D Operator
For billing:
S.M.I., LLLP
1051 Prince Creek Road
Carbondale, CO 81623
PH (e70)e63-1602
Contact David Hicks
Description of Water Svstem's Leoal. Basis The description of the PVO/SSE
legal basis is is described in the previous section "Authoritlt.
Startup and Normal Operation Procedures3.)
MANAGEMENT AND OPERATIONS PI.AN
POTABLE WATER SUPPLY SYSTEM
Peach Valley Orchard Subdivision and Simon Subdivision Exemption
Silt, Colorado
r27 1999 Flev OPaoe 3 ot 4
4.)
Startup shatl be conducted by or in the presence of Samuelson Pump Company.
Specific requirements are similar to a single well which serves a single
residence. Care shall be taken to insure that all equipmen( including but not
limited to airlvac vatves, relief valves, pressure tanks, pumPs, electrical
equipment, piping, disinfection equipment are in operable condition prior to
startup.
Normal operating conditions allow the system to run without full-time attendance.
Maintenance Maintenance shalt be performed in accordance with the
rnanufadure/s recommendations, or as necessary to insure adequate operation
of the system. At a minimum, an annual maintenance inspection shall be
performed.
Staffins and Trainino Staffing is accomplished by the previously stated
rorgenizational Structure." Training is accomplished on an as needed basis by
theHOA and qualified individuals and companies assigned the specific tasks.
Safetv Prooram Safety is the responsibility of eaclr and every person who comes
in contaa with or has any use of the System. The safety program consists of
being aware of and following suggested American Water Works Association
14\ AruA) guidelines for operation of small domestic water systems. Specifically,
this includes:a) electrical, lock out / tag out practices;
b) confined entry regulations for all confined spaces;
c) OSHA requirements for trench construction and
maintenance of buried facilities;d) safe handling procedures for storage and use of S-/to/o
sodium hypochlorite solution
ptan for Trackino Unaccounted for Water Use Unaccounted for water use will be
meter usage. The sum of individual lot meters will
be compared with the total gallonage pumped from the supply well-
Emeroencv Management Plan
tn case of injury: Phone 911.
For rePairs:Contact:
Raun Samuelson
Samuelson Pump Company
(s70) 94s-6309
Contact the Manager of the PVO/SSE HOA.
David Hicks
(970)963-1602
5.)
6.)
7.)
8.)
For all other items
MANAGEMENT AND OPERATIONS PI.AN
POTABLE WATER SUPPLY SYSTEM
Peach Valtey Orchard Subdivision and Simon Subdivision Exemption
Silt, Colorado
Pa 1
FTNANCIAL PLAN
The financial ptan is govemed by the recorded "Gnant of Easements and Declaration of
Covenants, Conditions and Restrictions for a Portion of Peactr Valley Orchard and Simon
Subdivision Exemption," filed Wth the Garfield County Clerk and Recorder June 3, 1999.
This instrument provides for the financing, managemen( maintenan@ and long-term upkeep
of public systems. A copy is included in the August 24t', 1999 submittal to CDHPE "Plans
Review for New Potable Water Supply System."
Annual operating elpenses, in 1999 dotlars, are estimated as fotlona:
Pouer $1,200
Chlorine 100
O&M, repairs 1,000
Operator 3,000
Capital Replacement 1,0m
Lab Fees 2.W
Subtotal 8,300
15% Continoency 1,2N
Total Est. Operating Budget 9.5m
Operating capital includes $3OO.OO / lot obtained at each real estate dosing. This will provide
$S,4OO of initlal openating capital, of whicfr $4,500 has been collected as of October 27 , 1999.
Monthly billings and water rates will be determined based actual elpenses prorated amongst
members of the HOA based on actual metered usage. This includes expendables such as
chlorine, sampling, monitoring, eledricity, and repairs.
Annual capital replacement costs are based on a $30,000 initial construction cost amortized
using straibht line depreciation over a 30 year anticipated project life. This is _cost $1,OOO per
year] vrrhicfi is considered conservative because it does not account for the time cost of
money.
Rates and fees will be based on actual prorated usagts. Rates are anticipated to average
approximatelY $4UmonWLot
Rates for the next five years will be adjusted as necessary by the HOA and HOA manager to
@ver anticiPated costs.
NORTH 27 SUBDIVSION
GARFIELD COUNW, COLORADO
PRELIMINARY PLAN SUBMITTAL
DECEMBER 20, 1999
Appendix H
ISDS Management Plan and
Percolation Test Results
(Water Resource Consultants, LLC)
RE
WATER RESoURcE CoTISULTANTS, LLC
Novernber 13, 1999
Mr. John Currier
North 27, LLC
2110 BennettAve.
Glernvood SPrings, @ 81601
North 27 Subdvis'on, Garfeld County, Colorado
Percolation Tesil Results ard ISDS Managemer[ Plan
DearJohn,
This tefler report reports rqsults d percolation tests and proviles guidelines for the efrctive
installation and operation of lndivtJual Septic Disposal Sydems (ISDS) forthe North 27 Subdividon.
As you knor the North 27 Subdivisbn is in an area that ergedences a seasonally high water taUe
thatcan be as high as approxirnatelytnlro (2) fed bdorthe ground surface. Results of percolation
tests are as rePorted in Tade 1:
Eactr tesl pit was excavated to a total depth of eight (8) feet As can be seen fforn TaHe 1,
groundwater was encountered at a relatively shallorv depth. Percolation rates rrvere wtthin the
acceptabte range of 5 to 60 minutes per incfi. These resutts are believed to be typical of Lots A{),
and possibly Lot E depending on localion on Lot E Teds ntrere conduded on Nwember 13, 1999. ,
Because of the high watertaUe, efiedive and safe disposal of reskJenlial effiuent wtll rcquire caulim
and forethougltt Eacft potenlial dsposal site wilt need to have percolalion tests performed in
accordance with Garlield @unty regulatiors.
Garfie6 County utflizes State of Color:ado guidelines and requirements for the desi,gn and
construction of ISDSs- One requirement of the State regulations is that the bcttorn of a propo.sed
soil absoqCion system be a minimum of four (4) feet above the seasonally h(;h water taHe
(Section Vtl. H, Article 10 Tille 25, C.RS. 1973 as amended). Because the water table is doser
to the ground surface than four (4) feet absorption fieHs will need to be elevated. Also, care
must be taken to insure that absorption fields adequately disperse and treal effiuenL
TABLEl
Results of Percolation TeSs
Test Plt
No.and Localion
Deflhto StandingWder
Belor Ground Surfiace,
Fe€{,AtTime of TeS
E$imated
Seasonally l-figh
Depthto
Groundramter. Fed
Percolation
Rate,
Min/lnctr
TP-l (Lotfu 4',1'3'+-52
TP-2 (Lot c)1',-l0.1'-6'+-47
244 Hutton Ave., Rifle, CO 81650
pcunier@bwn.net
PH I Fa:< (970) 62$5433
WATER RESOURCE CONSULTANTS, LLC
North 27 Subdivision
Percotation Test Results, ISDS Management Plan
November13,1999
Page2
Because of the high water table, we recommend that ISDS absorption fields be designed using
the fottowing criteria:
1) Once a buitding permit is issued, determine the proposed location of eacfi absorption field.
perform a minimum of three (3) percolation tests within the footprint of the proposed
absorPtion field-
2) Based on site specific observations and the results of percolation tests, design absorflion
fields with a buried or mounded sysiem. Utilize appropriate native soils with percolation rates
between 5 and 60 min/inctr for subgrade materials. !f needed, import sand for consilruction of
a buried sand filter absorption field.
3) Absorption fields should have a minimum of 12'to 18' of native soil cover placed over the
filtration/absorption media. The purpose of the soil oover is to proted the absorflion field
from erosion and freelng, and to minimize the potential for odors.
4) lnstall inspection ports on influent and effluent piping. lnspeclion ports need to be adequately
marked so they are easy to find and identify.
S) tnslal! effluent scrcens on the discharge of the septic tank This will increase the life of the
absorflaon fiekl.
lnstall a trickling fitter in the septic tank Trickling filters have been shown to remove the
majority of nitrates in the effluent. This wilt help maintain the quality of eisling groundwater.
7) Instatt a dosing septic tank lf gravity feed from the septic tank to the absorption field is not
possible, a pumped syslem willbe requircd-
E) To properly manage the system, periodic inspedions need to be made. This needs to be' performeO by a qualified individual familiar wtth lSDSs. This can be done by the Home
OrneCs Association, or by individual homeowners.
g) We recommend maintenance inspeclions occur afler the inilial 6 months of operation, and if
no oon@ms or problems are noted, thereafier once every five years. Typically, a properly
instalted septic tank only requires service onoe every 10 to 15 years.
6)
2M Hutton Ave., Rifle, CO 81650
pcunier@bram.net
PH I Fax (970) 62+5433
WATER ReSOURCE COruSULTANTS, LLC
North 27 Subdivision
Percolation Test Results, ISDS Management Plan
November13,1999
Page 3
10) Educate ISDS owners. We suggest lhe attached copy o{ ?ipeline: Maintaining Your Seflic
System - A Guide for Homeowners,' published by the Nationa! Small Flows Clearinghouse',
be given to each homeowner. !t contains usefu! information on how and why an ISDS should
be maintained-
Shoutd you have any questions regarding these test results and recommendations, please fee!
free to call.
Sincerdy,
WATER RESOURCE CONSULTANTS, IIC
Paul C. Cunier, P.E.
PCC/pcc
Attachments: Vol.6, No.4, Fall 1995 "Pipdine'
fi1-212
, Vol. 6, No. 4, Fall 1995. National Small Flows Clearinghouse is sponsored by the U.S. EPA. For more
information or to subscribe, call 1 -800S2+8301
24 Hutlon Ave., Rifle, CO 81650
pcunier@bwn.net
PH I Fax (970) 62$5433
9lmall Community Wastewat er lssues Explained to lhe ?ublic
I'Jl
aI llI I i IMAINIAINING YllUR SEPTIG FtlR HIIMEIIWNERS
ut of sight and out of minf
does this describe Your
relationship with Your sePtic
system? If you are like most
homeowners, you probably never give
much thought to what happens to what
goes down your drain. But if you rely on a
septic system to Eeat and dispose ofyour
household wastewater, what you don't
know can hurt you. Proper operation and
maintenance of your sePtic system can
have a significant imPact on how well it
works and how long it lasts, and in most
communities, septic system maintenance
is the rcsponsibility of the homeowner'
Ulllry Maintain Youn System?
There are three main reasons whY
septic system niaintenance is so important
The first reason is money. Failing septic
systems are expensive to repair or replace,
and poor maintenance is a common cause
of early system failures. The minimal
amount of preventative maintenance that
septic systems require costs very little in
comparison. For example, it typicdly
costs from $3,000 to $10,000 to replace
a failing septic system with a new one;
compared to approximately $50 to $150
to have a septic system inspected, and
$150 to $250 to have it pumped.
The second and most important reason
to maintain your system is to protect the
health of your family, your community,
and the environmenL When septic systems
fail, inadequately treated household
wastewater is released into the environ-
ment. Any contact with untreated human
waste can pose significant health risks,
and untreated wastewater from failing
septic systems can contaminate nearby
wells, groundwater, and drinking
water sour@s.
Chemicals improperly released
tliiough a septic system also can pollute
local water sources and can contribute
to system failures. For this reason it is
important for homeowners to educate
themselves about what should and
should not be disposed of through a
septic system.
Finally, the third reason to maintain
your septic system is to protect the
economic health of your community.
Failed septic systems can
cause property values to
decline. Sometimes
building permits cannot
be issued or rcal estate
sales can be delayed for
these properties until
systems arc repaired or
replaced. Also, failed septic
systems can contribute to the pollution
oflocal rivers, lakes, and shorelines that
your community uses for commercial or
recreational activities.
SEPTIC SYSTEM QUIZ
Can you answerthe following questions?
.Where is your septic tank located?
(see page 6)
.How often should you have your
septic system inspected? (see page 4)
.Does it help to add yeast to your
system? (see page 4)
.Do you know the last time your septrc
" tank was pumped? (see page 6)
.How do household cleaners affect
your system? (see page 6)
.How can you tell if your septic slrstem
has failed? (see page 2)
Even it you think you know the an$^,es
to all of these questions, you can
probably team something new about
septic system maintenance in this issue
ol Pipeline. For a quick referen@. see
the Iist of dos and don'ts for septic
system ownerc on page 5. I
Itlhy Many Systems h[
Impropcr siting, construction, or design
often contribute to septic system failurcs.
But if your septic system has been
properly designed, constructed, and
installed, then you are the most lik€ly
remaining threat to the health and
longevity of your septic system. Fortu-
nhtely, it is easy to leam how to properly
operate and maintain a septic system.
This issue of Pipeline focuses on
educating homeowners about proper
septic system operation and maintenance.
Some of the topics include groundwater
pollution, system inspections, and the use
Continued onpagez 1
Septic system owners should be alert
to the lollowing waming signs of a
failing sYstem:
.Slowly draining sinks and toilets
.Gurgling sounds in the Plumbing
.Plumbing backuPs
.Sewagdr odors in the house or Yard
.Ground wet or mushY underfoot
.Grass growing faster and greener
in one Particular areaof the Yard
.Tests showing the Presence of
bacteria in well water
None of these waming signs can
be considered a sure indication that
a system has failed, but the aPpearance
otone or more of them should Prompt
homeowners to have their sYstems
inspected. Septic system failures
also can occur without anY of these
warnin]2 signals. For this reason' yearly
inspection of your septic system 'ls
recommended and even required bY
some communities.
For more information about sePtic
system inspections, see the atlicle
beginning on Page 6.6
1 Maintaining Your sePtic sYstem-
a guide for homeownets
1 SePtic sYstem qulz
2 ls your sePtic system failing?
2 Groundwater Pollution
3 How to maintain Your sePtic
system
4 Do I need to add anYthing to mY
sePtic sYstem?
4 What tYPe of toilet PaPer is best
for sePtic tanks?
Preventing groundwater pollution from
failing septic systems should be a priority
for every community. Contamination of
the groundwater source can lead to the
pollution of local wells, streams, lakes,
and ponds--+xposing family' friends, and
neighbors to waterborne diseases and
other serious health risks.
When a septic system fails, inadequately
treated domestic waste can rcach the
groundwater. Bacteria and vinrses from
human waste can cause dYsenterY'
hepatitis, and ryphoid fever. Many serious
outbreaks of these diseases have been
caused by contaminated drinking water'
Nitrate and phosphate, also found in
domestic wastewater, can cause exccssive
algae growth in lakes and streams called
algae blooms. These blooms cause
aesthetic problems and impair other
aquatic life. Nitrate is also the cause of
methemoglobinemia' or blue babY
syndrome, a condition that Prevents the
normal uptake of oxygen in the blood
ofyoung babies.
In addition, hazardous household
chemicals like paints, varnishes, waste
oils, and pesticides pollute ttre ground-
water and should never be disposed of
through a septic system. They can also
kill the microorganisms in the system that
break down the waste.
- See the list of dob and don's for septic
system owners on page 5 lor more abou
what shoul.d and should not be disposed
of in a septic tan* sYstem.i
5 Septic sYstem do's and don'ts
6 Pumping and insPecting Your
system-what to expect
6 How do household cleaners and
detergents affect mY sYstem?
7 What some communities are
doing
7 Contacts
8 Resources avaitable lrom NSFC
Groundwater Pollution
FffiEE PGS-AHffi!
A new Poster titled, 'Groundutater
Protection Begins at Homei is available
free from the National Drinking Water
Clearinghouse (NDWC). The poster lists
sources of hazardous waste in the home
and inctudes guidelines for their safe
disposal in an easy-to-read format' The
importance of groundwater pollution
pri:vention is also explained. The poster
is a great referen@ souroe lor every
home with a sePtic sYstem.
To order 'Groundwater Protection
Begins at Home,'call the NDWC at
(8OO) 624-8301, and order ltem
#DWBLPE4O. A shipping and handling
charge will aPPlY. C
- t,'.,8+ r"f rt: ,: .
MAINIAINING YOUR SEPIIG
SYSIHI,I-A GUEE TOR
HOMEOWNEB$
Confinuedtrompagel
of additives and cleaners. The issue
also includes a handy reference list of
important sePtic system do's and don'ts
for homeowuers.
You arc encouraged to share, coPY' or
disuibute any infomation in Pipeline with
others in your community. The articles can
be reprinted in local newspaPers or
included in flYers, newsletters, and
educational presentations. We ask only
that you send us a copy of the reprinted
article for our frles.
Ifyou have anY questions or requirc
further information about any of the toPics
in this newslettel please contacl the
National Small Flows Cle aringhouse
at (80O) 624-8301. 5
i
!
Natinnal small Flows Clearinqhouse 1'800624-8301
HOW TO MAINTAIN YOUR SEPTIC SYSTEM
Septic systems are a very simPle way
to treat household wastewater and are
easy to operate and maintain' Although
homeowners must take a morc active
role in maintaining septic systems' once
they leam how their systems work' it
is easY for them to aPPreciate the
importance of a few sound operation
and maintenance Pracdces.
Houu SePtic SYstcms Wonlt
There are two main parts to the basic
septic system: the septic tank and the
drainfield.
Ihe $eptic Tailt
Household wastewater first flows into
the septic tank where it should stay for at
least a day. In the tank, heavy solids in the
wastewater settle to the bottom forming a
layer of sludge, and grease and light
solids float to the toP forming alayer of
*lrim(refcr to thc graphic on this page)'
The sludge and scum remain in the
tank where naturally occurring bacteria
work to break them down- The bacteria
cannot comPletely break down all of the
sludge and scum,
why septic tanks need
short period of time, the wastewater flows
out of the tank before it has had time to
separate. This can happen on days when
water use is unusually trigh (laundry day'
for example), or more often if the septic
tank is too small for the needs of the
household.
Ite llrainlield
When wastewater leaves a septic tank
too soon, solids can be carried with it
to the drainfield. Drainfields provide
additional treatment flor fie waslewater
by allowing it to trickle from a series of
perforated pipes, through a layer of
gravel, and down through the soil' The
soil acs as a natural filter and contains
organisms that help treat the waste. Solids
damage the drainfield by clogging the
small holes in the drainfield pipes and
the surrounding gravel, and excess water
strains the system unnecessarily.
How To Gane lon Youn $Ystem
Septic system maintenance is often
compared to automobile maintenance
because only a little effort on a regular
basis can save a lot of money and
significantly prolong the life of the system
Sound septic system oPeration and
maintenance practices include conserving
water, being carefrrl that nothing harmful
is disposed ofthrough the systenl and
having the system inspected annually
and pumped regularly.
By educating everyone in yottr
household about what is and what isn't
good for septic systems, they can begin
to develop good maintenance habis.
Use Waten Wisely
filled with rocks in the toilet tank can
rcduce water use by 25 percent (refer to
the graphic on page 4).
It is also important to avoid overtaxing
your system by using a lot of water in a
short time perid, or by allowing too
much outside water to rcach the
drainfield. Try to space out activities
requiring heavy water use (like laundry)
over several days. Also, divert rcof drains,
surface water, and sumP Pumps away
from the drainfield.
l(now Iuhat t[ot Io tlll3[
-What you put into your septic system
geatly affecs is ability to do its job. As a
general rule of thumb, do not dispose of
anything in your septic system that can
just as easily be put in the trash. Remem-
ber that your system is not designed to be
a garbage disposal, and ttrat solids build
up in the septic unk and eventually need
to be pumped out-
In the kirchen, avoid washing food
scraps, coffee grinds, and other food items
down the drain. Grease and cooking oils
to the layer of scum in the unkWater
continual
toilets, and use washing machines and i
dishwashers only when full. :
In a typical household, most of the
water used indoors is used in the bath-
room, and there are a lot of little things
that can be done to conserye water there.
For example, try to avoid letting water
run while washing hands and brushing
teeth. Avoid taking long showers and
install water-saving featurcs in faucets
and shower heads. These devices can
reduce water use by up to 50 percent.
Low-flush toilets use one to two gallons
per flush compared to the thrce to five
gallons used by conventional toilets. Even
using a toilet dam or putting a container
amount of solids in the tank up to 50
and are not recommended for use
with ieptic systems.
The same conrmon-sense approach
in the kitchen should be ui6d in the
also
Garbage
shoq[d not be
disposals can
put down the drain.
increase the
-bathroom. Don't use the toilet to dispoge
Conl,inuedonpage4
Yv
1- lnspectlon Port3-l
I mantrotc IJ + .J{ t
lnlet Outlstct-
ErltL d TiSludge
Scum
I\l.ti^aal Qmall Elarerc lllaarinnhntlso 1-AfYi-6r4-n3nl
-l
Q8A
Do I need to add anYrthingto
my septic system to keep it
working proPerlY?
While manY Products on the market
claim to help septic systems work better'
the truth is there is no magic poti.on to
cure an ailing sYstem. ln fact, most
engineers and sanitation professionals
believe that commercial septic system
additives are, al best, useless, and at
worst, potentially harmful to a system'
There are two types of septic system
additives: biological (tike bacteria'
enrymes, and Yeast) and chemical'
tvtoit Uiotogical additives are harinless'
but some chemical additives can
potentially harm the soil in the drainfield
and contaminate the groundwater'
While there hasn't been extensive
study on the eflectiveness of these
products, the general consensus among
leflic system experts is that septic
system Laoitires are unnecessary' '
What tYPe of toilet PaPer is
best for sePtic tanks?
Contrary to PoPular belief, it is not
necessary to sacrilice personal comfort
to piotect your septic tank' There are
many typei ol toilet paper on the market
that are perfectly safe for septic systems'
According to the National Sanitation
Foundation (NSR, a nonprolit organiza-
tion that tests products relating to health
and the environment, the thickness and
color of toilet tissue does not necessar-
ily affect its biodegradabilitY'
NSF subjects the toilet PaPers it
certifies to rigorous lesting, and the
brands thal Pass carry the NSF mark
stating that they are safe lor use with
septic-systems. However, there probably
"r" ."rY brands without the NSF mark
that are also safe. t
HOW TO MATNTAIN YOUR SEPTIC SYSTEM
ContinudtrompageS
of plastics, paPer towels, tamPons'
disposable diapers, condoms, kitty liner'
etc. The only things that should be flushed
down the toilet are wastewater and toilet
papr. (For a list of items, see "Do Not
Flush" on page 5.)
Auoid llazardous Ghemicals
To avoid disrupting or PermanentlY
damaging your septic system, do not use
it to dispose ofhazardous household
chemicals, Even small amounts of paints'
varnishes, thinners, waste oil, photo'
graphic solutions,
pesticides, and
other organic
chemicals can
destroy helpful
bacteria and the
biological diges-
tion taking place
within your
system. These
chemicals also
pollute the
groundwater.
Some septic
system additives that claim to help or
clean your system also contain hazardous
chemicals and should be avoided. (See thc
Q&A on septic system additives at lefi-)
Household cleaners, such as bleach,
disinfectants, and drain and toilet bowl
cleaners should be used in moderation and
only in accordance with product labels.
Overuse of these producs can harm your
system. It makes sense to try to keep all
toxic and hazardous chemicals out ofyour
septic unk system when possible. (For
m,ore about the use of household cleaners,
refer to the anicle on Page 6.)
To help prevent groundwater pollution,
be sure to dispose of leftover hazardous
Woter use oround the home
Laundry
Dishes
20%
&Toilets
45%
Drinking &
A loiret dom (obove left) or a rccl< filled mllk contoinq lobove
righrt) can reiuce the-omount of woter flowing oul ol the toilet
fi up to 2S percem (Reryduced wtth pumlssiontrom Massartlulers
CooPerolfue Extf,,stonl
chemicals by taking them to an approved
hazardous waste collection center. For
locations and more information, contact
your local health departrnent.
Pump Youn Tank BegulanlY
Pumping your septic tank is probably
the single most important thing you can
do to protect your system. If ttre buildup
of solids ih the tank becomes too high and
solids move to the drainfield, this could
clog and strain the syst€m to the point
where a new drainfield will be needed.
lnspect Youn SYstem lnnualll
Inspecting your septic system annually
is a good way to monitor your system's
health. Inspections can reveal problems
before they become serious, and bY
checking the levels of sludge and scum in
your tanlg you can get a more accurate
idea of how often it should be pumped.
For a morc detailed discussion of septic
system inspections and recomnunded
pwnping ftequencies ond procedurcs,
read the anicle "Pumping and lrcpecting
Your System-Wtut To Expecf on pge 6.
Pnotect Youn SYstem
Finally, it is important to protect your
septic system from potential damage.
Don't plant anything but grass near
your septic system-roots from shrubs
and trces can cause damage-and don't
allow anyone to drive or operate heavy
machinery over any part of the system-
Also, don't build anYthing over the
drainfield. Grass is the most appropriate
cover for the drainfield.0Bathing
30%
Cooking
5%
6--rr Er^..,- /'16-;n^h^rtce 1-Rflo-624-83f,)1
#d
:H
4-tj
Toilet Dams
WAffitrftrG
Be sure to exercise approPriate
caution when inspecling a septic
tank. Never allow anyone to
inspect a septic tank alone or go
down into a septic tank Toxic
gases are produced by the natural
treatment processes in sePtic
tanks and can kill in minutes-
even just looking in the tank can
be dangerous.
DON'TS
$EPTIG SY$TEM DO,s AIllD D[|IU,TS
Dolean the location of your septic
tank and drainfield. Keep a sketch
of it handy with your maintenance
rccord for service visits.
Dohave your septic system inspected
annually.
Do have your septic tank pumped out
regularly by a licensed contractor.
(See the tabk on page 6 for estimated
pumpingfrequencies.)
Dokeep your septic tank cover
accessible for inspections and
pumpings. Install risers if necessary.
Do call a professional whenever you
experience problems with your
system, or if there are any signs of
system failure.
Do keep a detailed record of repairs,
pumpings, inspections, permits
issued, and other maintenance
activities.
Do conserve watcr to avoid overloading
the system. Be sure to repair anY
leaky fauces or toilets.
Do divert other sources of water, like
. roofdrains, house footing drains, and
sump pumps, away from the septic
system. Excessive water keePs the
soil in the drainfield from naturally
cleansing the wastewater.
Don't go down into a
septic tank Toxic gases are
produced by the natural treatment
processes in septic.tanks and can
kill in minutes. Extreme care
should be taken when inspecting
a septic tank" even when
just looking in.
Don't allow anyone to drive or
park over any part of the system.
Don't plant anything oyeror
near the drainfield except
grass. Roots from nearby trees or
shrubs may clog and damage the
drain lines.
Don't dig in your drainfield or build
anything over it, and don't cover
the drainfield with a hard surface such. as concrete or asphalt. The area over
the drainfield should have only a
grass cover.Thegrass will notonly
pnevent erosion, but will help remove
excess water.
Don't make or allow repairs to your
septic system without obtaining the
required health department permit
Use professional licensed septic
contractors when needed.
Don't use septic tank additives. These
products usually do not help and some
may even be harmfrrl to your system.
Dontt use your toilet as a trash can or
poison your septic system and the
groundwater by pouring harmful
chemicals and cleansers down the
drain. Harsh chemicals can kill the
beneficial bacteria that treat your
wastewater.
Doa't use a garbage disposal without
checking with your local regulatory
agency to make sure that your septic
system can accommodate this
additional waste.
Don't allow backwash from home water
softeners to enter the septic system. a
coffee grlnds
dental floss
disposable diapers
kitty litter
sanitary napkins
tampons
cigarette buttS
condoms
fat, grease, or oll
paper towels
and hazardous chemicals, such as:
paints
varnishea
thinners
waste olls
photographic
pesticides
solutlons
These items can overtax or Oe'stroy
thb' biological digestion taking ;ph;
within Your system. .i '.' 'l I :,'
'
t
' ,'.:,' 'i
Palnt
DO',s
-5
How do household cleanens and
detergents allect my system?
When used as recommended bY the
manufacturer, most househotd cleaning
products will not adversely affect the
Loeration of your septic tank' Drain
"i""n"o
are an excePtion, however'
and onlY a small amount of these
produas can killthe bacteria and
iemporarily disrupt the operation
of the tank.-
ff Vo, are conoemed about the effect
of cllaning products on your septic
system and the environment' there are
some sale alternatives' Penn State
University has developed a fact sheet
listing atlrnative cleansers and their
.r"""]rn" fact sheet is included in the
septic system information Packet for^
homeowners, described on Page 8' 3
ffihsoections from the
fi I it"t" Besulations
EE:S"p,i"
system inspection regulations
u.ry iro, one stale to the next' Do You
know what the laws are in your ttl"?..
'-'
e n"* report from the National Small
Flows Cleaiinghouse (NSFC) provides
this intormation in a single 128-page
Jo"rr"nt, "lnspections from the State
Regulations-"lt is a compilation ol
..
,"g-rr"ton" lor septic system inspections
lrom the 23 states that have them on
the books. This rePort includes a
comptete list of state regulatory contacts
"nO
,"t"t"n"es for all 50 states'-The
"o"t
i. $11.35. To order, call NSFC at
(8OO) 624-8301 and request ltem
#WWPCRG4O. .
Pumping and Inspecting Your
Systemrwhat To ExPect
Annual insPections of Your sePtic
svstem are recommended to ensure that it
is working properly and to determine
when the septic tank should be pumped'
By inspecting and pumping your system
-
reluhrly, you can prevent the high cost of
septic system failure.
lnspecting Youn SYstem
Although a relatively simple inspection
can determine whether or not your septic
tank needs to be PumPed, You should
consider calling your local health
department or hiring a professional
contmctor. A Professional can do a
thorough inspection ofthe entire system
and check for cracked PiPes and the
condition bf the tees or baffles and other
pars of the system.
A thorough septic system inspection
will include the following stePs:
l.locating ltre systent-Even a profes-
sional may have trouble locating your
system if the access to your tank is buried'
On" *"y to start looking is to go in your
basement and determine tlre direction the
sewer pipe goes out through the wa!'
Then start probing the soil with a thin
metal rod l0 to 15 feet from the founda-
tion. Once your system is found, be sure
to keep a map of it on hand to save time
on future service visits.
2. Uncouering the manhole and inspecthn
porB-This may entail some digging in
your yard. If they are buried, try to make
access to the Ports easier for futurc
inspections. Install risers (elevated access
covers) if necessarY.
8. tlushin0 ths mncts-This is done to
determine if the plumbing going to the
system is working correctlY.
4. Measuning lhe Scum and Sludge LayGrs-
There are two frequently used methods
for measuring the sludge and scum layers
inside your tank. The contractor may use
a hollow clear plastic tube that is pushed
through the different layers to the bottom
of the tank. When brought back up' the
tube retains a sample showing a cross
section of the inside of the tank'
The layers can also be measured using
a long stick. To measurc the scum layer
using a stick, a three-inch piece of wood
is anached across the end ofthe stick to
form a "foot " and the stick is pushed
down through the scum to the liquid layer'
When the stick is moved uP, the foot
meets resistance on the bottom of the
scum layer, and the contractor marks the
stick at the top of the layer to measurc the
total thickness. As a general guideline' if
the scum layer is within three inches of
the bonom of the inlet bafrle, the tank
should be Pum@.
The sludge laYer is measured bY
wrapping cloth around the bottom of the
sticft ana lowering it to tre bottom of the
tank. This.should be done either through a
hole in the scum layer or tluough the
baffle or tee, if possible' to avoid geuing
scum on the cloth. The sludge depth can
be estimated by the length of sludge
sticking to the cloth. If the sludge depth is
equal to one third or more of the liquid
depth, the tank should be PumPed'
5" Gheddns tre fail and [re 0rililicU-The
contractor will check the condition of the
baffles or tees, the walls of the tank for
cracks, and the drainfield for any signs of
failure. tf your system includes a distribu-
tion box, drop box, or PumP, the contrac-
tor will check these too.
Tank
size
(SalsJ
Household size
(number ol PeoPle)
234 51
500
750
900
1000
1250
1500
1750
2000
?250
2s00
5.8
9.1
11.0
12.4
15.6
18.9
2..1
25.4
28.6
31.9
2.6
4.2
5.2
5.9
7.5
9.{
10.7
12.4
14.0
15.6
o.7
1.3
1.7
2.O
2.6
3.3
3.9
4.5
5.2
5.9
6
0.4
1.0
1.3
1.5
2.O
2.6
3.1
3.7
4.2
4.8
1.5 1.O2.6 1.83.3 2.33.7 2.64.8 3.45.9 4.2
6.9 5.08.0 5.99.1 6.7
10.2 7.5
Estimotect septic tonr PumPing ltequencie !! tt""?
these figuru ossume there is no gorboge clisPosol
unit ii ise (source: Pennsytvonio stoteuaivefitty
cooperotive Ex lenslon Serulce)
When fo PumP
How often Your tank needs to be
pumped depends on the tank size. the
number of people living in your home'
and the habis of your particular house-
Conlinued onnertr.aqe
. t -.r -- -. a-^ll Cl^..,^ l^laariaalratrcc 1-Ann-624-Ft301
What some communities are doing
To protect Public health and the
environment, some communities are
working to Promote sePtic sYstem
maintenance through public education
and the formation of sePtic system
maintenance districs.
Septic system maintenance districts
ane areas in which local governments and
health agencies monitor and regulate
privately-owned septic systems oo a
regular basis. In a maintenance district,
all residents must comPlY with the
maintenance standards and must help
pay for the cost of administration'- bn" of the advantages to this type of
system is, because detailed records are
kept on the condition of the individual
systems, communities can identifY
problem areas and work with home-
owners to develop solutions.
Another advantage is the oPPortunity
to educate septic system owners
individually about the proper oPeration
and maintenance of their systems. Main-
tenance districs also make it easier to
arange inspections and pumpings at
several houses in a neighborhood at one
time, which can save money.
For more information about nainte'
nance districls and other strategiesfoi
controlling septic system failures in your
conununiry, contact the Nartorul Small
Flows Cleainghouse's technical ossis'
tance department at $A0) 624'8i01.'b
Septic system information
availabte in bulk from NsFc
A series of educational materials that
explain the operation and maintenance of
septic systems are available in bulk
. Groundwaterprotection.
This issue and the summer 1995 issue
of Pipeline are also available in bulk. The
{ summer issue explains the advantages'
"f$* of septic lank systems, how theyIt
.a,. work, the imPortance of sitet'| evaluations,alternativeseptic
system and drainfield designs,
. and resources for more information-
To order bulk copies of anY of the
brochures or either issue of PiPellze'
please call the NSFC at (800) 624-8301.
Up to l0 copies of each item are free
except for shipping and handling charges.
Orders of I I or more will be charged a
fee to cover printing and shipping. :b
from the National Small Flows
Clearinghouse (NSFC). These
materials are written for
homeowners and would be
useful for any communigl
education Program.
The NSFC's series of three
septic system brochures has
recently been revised, uPdated, and
reprinted. The brochures include:
. So . . . now you own a sePtic tank,
. The care and feeding ofyour septic
tank sYstem, and
pumping and lnspecting Your System-what To Expect
C,ontsnud trom preious Page
hold. Garbage disposals and high-water-
use technologies, such as a hot tub or
whirlpool, also affect the PumPing
frequency.
To estimate how often you should have
your tank pumped, refer to the table on
page 6. This information combined with
Lbiervations from annual inspections will
help you to estimate your individual
pumping schedule.
When it's time to PumP out Your tank,
be sure to hire a licensed contractor' He or
she will have the appropriate equipment
and will disPose of the sludge at an
approved treatment site. You can find
tistings for licensed pumpers and haulers
in the yellow pages, or contact your local
health department for assistance.
It's a good idea to be Present when
your tank is being pumped. Make sure
the contractor uses the manhole, not the
inspection ports, to pump the tank to
avoid damaging the baffles or tees' Also
make sure all of the material in the tank is
removed. It is not neressary to leave
anything in the tank to "restart" the
biological processes, but it is also not
necessary to scrub or disinfect the unk. -)
COl{TAGTS
Health Depantment
Homeowners with questions about
regulations or requirements for
septic system construction or
maintenance should contact th€ir
local health department (usuallY
listed in the yellow pags)
National Small tlottus
Gleaninghouse (NSFG)
The National Small Flows
Clearinghouse (NSFC) located at
West Mrginia UniversitY, is also a
good place lor homeowners and
community offrcials to contact for
more information about sePtlc
systems and altemative systems.
The NSFC is tunded bY the U.S.
Environmental Protection AgencY
and offers technical assistance and a
variety of free and low-cost producG
to help small communities with
wastewater issues. Some of these
NSFC products are listed on Page 8.
Extension Service
Many universities have U.S.
Department of Agriculture oooP€la-
tive stale extension service offices
on campus and field offices in
counties and other localities. Patt
ol the mission of these extenslon
services is to provide access to
information and assistance to the
public, and to helP educate the
public about federal wastewater
policies and requirements. To locate
the extension office in Your area,
contact the U.S. DePartment of
Agriculture al (2O2) 720-3377, or
NSFC at (8OO) 624-8301, and ask
for Crystal Stevens, the contacts and
referrals assistant in the technical
assistance dePartment.,$
OrDEt trlE - Eall IOOE'\/al A Nn 4 Natinnal Smell Flows Clearinohorne 1 -8fn-624-8301
7
RE$OURGE$ AUAITABIE FROM N$TC
Tb oder any of thefotlowing pruducts, call
the National Small Flows Cleainghouse
(NSFC) at (800) 624-8i01, or wite to
NSFC, West Vryinia University, P-O' Box
@64, Morgantowry WV 26506-@64'
Be sure to request each item bY
title anditemnumber A
shipping and handling
charge will apply.
Ihe Gare and Eedlng 0l Your Septic Iail
This lGminute NSFC videotape discusses
the basic workings of a conventional
septic system and its operation and
maintenance. Steps are given that can
prolong the life of septic systems, and
the idea ofcentralized sePtic system
management is discussed. The
price is $20.00.Item
#WWVTPElSMdeo.
Septic Syslems and EnoundwatGF
Pnotector-l Pnogram Managey's
Guide and Belerence Boil
Designed to provide information to
officials responsible for developing state
or local septic system management codes,
this nontechnical photocopied book
provides ideas, alternatives, and real-
world examples for implementing a
management plan appropriate for your
communiry. The price is $19.25. Item
#FMBKMGO3.
Ilo Mone liliut $core Postsr
A free posrcr from the U.S. Environmen-
tal Protection Agency (EPA), "Do More
with SCORE: Small Conununity Outrcach
and Education Helps Solve Wastewatcr
Problems," explains how EPAs small
community outreach progam can help
communities solve their wastewater
treatment problems. It lists national and
state government agencies, public inter€st
and advocacy groups, edu'cational
institutions, small community outreach
coordinators and environmental training
centers for each state, ard EPAs regional
and SCORE coordinators in an attractive
chart that is suitable for display. Single or
multiple copies of the poster are available.
Item #WWBLPEO3. Shipping and
handling charges still apply.
@kreis pr.rblished quafleCry byhe Natlmal Smil
Flows Oeadngharse at Wesl Mrginh tliuecly,
P.O. Box 6064, Moeanb"G VW mffiL
Pbenrc b sponsored bp
U.S. Erwironrnenlal Poledon Agsrry
Wbshinghn, D.C.
Sreve l-bgye-Prqbd Ofrr
Muni{nl SqportDtvirln
Offioe d Wastewaler ManagfiErl
National Small Flows O€adrptuse
WestMqf,nfa Urrvsd[
Morgantown, WV
PeterCasey-Prrytam Mor
Jill Re-Pudizlftrp gpavtrr
Tddet Angof Sartt, Tffi Atttfr
Cahleen Fah,efRfur
Edc Menill-Grad*: Ww
Pemissfum b qude ftom or tepodrceadiilesin
trb prblcatim b granted when due adcndedgemen[
b given. Phase sendacopy ol tB pt$litzlim hulttidt
'nlornutirn was used b he Pfirafneedtor al
lhe addess aborc.
lssrrdo€
PtPF,-frC b htfr bt rh lffi $sE &riqrorE ffii
Aggq. lrB @tffi d rit naEbEab r$a,EssE ayr!,btr
yiers arn M d )D Mt Ptrirdidt lgaEy., tfr fu
0E Mtut d W BrB q ffi*il FodnB afibq&lEffi,qtsrgiltpfutfut!,,.
& P,irrduttr,t*lW
IUeuu iISFG Guide t0 Products and Senvlces
Tlte "National Small Flows Clearing'
houseb (NSFC) 1995 Guide to Producs
and Semices" will be available soon'
The updated guide contains complete
descriptions of the NSFC's nearly 3fi)
products that range from educational
niaeos and brochures to technicd design
manuals and case studies of small com-
munity and onsite wastewater tr€atment
systems. More than 50 new products are
included. However, the new guide will
only be mailed to those NSFC customers
who have placed product orders in
the past year. It will also be available
upon rcquesl Please call the NSFC at
(800) 624-8301 to reserve your copy.
Septic $ystem tnlonmation PaGket loF
llomeoument
This information packet includes a variety
of resources that no septic system owner
should be without. The packet includes
brochures, articles, and other materials on
septicsystem design and the proper care
and feeding of a septic system. The price
is $5.20. Item #WWPCPE28.
fxdr,National Smalt Flows Glearinghouse
West Mrginia U niversity
P.O. Box 6O64
Morgantown, WV 26506€O&t
ADDRESS COBBECTION HEOUESTED
Nonprofit Organization
U.S. Postage Pall
Permit No.34
Morgantown,WV
?".t.nd'
NORTH 27 SUBDIVSION
GARFIELD COUNTY, COLORADO
PRELIMINARY PLAN SUBMITTAL
DECEMBER 20, 1999
Appendix I
Traffic Study
(Water .Resource Consultants, LLC)
Road lmpact Fee Calculations
(to be completed by Garfield County)
WATEFI RESOURCE CONSULTANTS, LLC
November11,1999
Mr. John Cunier
North 27, LLC
2110 BennettAve.
Glenwood Springs, CO 81601
RE:North 27 Subdivision, Garlield County, Colorado
Traffic StudY
DearJohn,
This leter teport provirles resufts of a traffic study forthe North 27 Suffiivision.
North 27 SubdMsion is a pmposed runal residenlial community approximately two milqs due north of Siilt
A tota! of frve tots, t\,rro with the capability of having accessory dnvellings, and three with the capattility of
having guest homes, are being proposed. Eactr tot will have one single family residence (SFRr and in
the case of an accessory dweltirq or a guest home, possibly two residences. This brings the total
number of potential residences to ten.
Avenage Daily Trips (ADT) for singlefamily detactred residences equals 9.5.5._ The ADT was dedved
tum tf,e tnsifute of Tnnsporbtbn Engineerc, Tip Gercntion, Jan.1991, pg 257 (attached).
Thus, forten homes, the total number of tdps generated is 9.55x10 = 95.5 ADT.
Four of the Lots obtain their access via a short ol-desac. For these four Lots, the potential number
of potential homes is eigtrt. Thus, the ADT is 9.55x8 =76.4 ADT. Street design forthis portion o-f the
subdivision must meet Garfietd County's semi-primitive standads- This includes a two lane road wtth
eiglrt foot wide travel lanes, a two foot wide shoulder sloped at 5%, a gravel surface with a 306 cross
d6pe, and typicatly, a maximum grade of 10o/o. Right-of-way needs to be a minimum of 40 feet wftle.
Should you have any questions regarding these calculations and conclusions, please call-
Sincerely,
WATER RESOURCE CONSULTANTS' LLC
PaulC. Cunier, P.E.
PCC/pcc
fi1-212
244 Hutton Ave., Rifle, CO 81650 PH / Fax (970) 62+5433 pcunier@bwn.net
Sing le-FamilY Pglached Housing
(21o)
Average Vehicte Trip Ends vs: Dwelling Units
On a: WeekdaY
Number of Studies: 34fJ
Average Number of Dwelling Units: 2O6
Directional Distribution: so'i@ entering, SoY" exiting
Trip Generation Per Dwelling Unit
Data Plot and
Flange of Rates Standard DeviationRale
4-31 - 219.55 3.66
qr,qx,
oEE
lrJ
o.
LF
o(,
Eo
oo
Eo
I
F
I2(),ooo
x
x
x
1(),ooo
x
x
x
o 3()(x,o 1(x)o
X = Number of Dwelling Units
Fltted Cun G
20()0
X Aclual Data Polnts Avorage RatG
R3 = o.96Fitted Gurve Equation: Ln(f) = O'921 Ln(X) + 2'698
Trip Generation, JanuarY 1991 2:i7 lnstitute of Transportation Engineers
TO BE COMPLETED BY COUNTY STAFF
AND REVIEWED BY APPLICANT
A
B.
c.
D.
E.
F.
G.
APPENDD( A
IMPACT TT,E WORK SHEET INSIRUCTIONS
Note the narne for the project or fee payer on line I as well as the tlpe of land use.
Enter the road cost at the point ofservice on line 2. \\e road cost will be based on a Capital
Improvements PIan adopted by the Board of County Commissioners.
Enter the road capacity (expressed in Average Daily Trips IADTI) at the point of service.
This may be determined by the Special Report 209, Highway Cqacity Morual (1994,
Transportation Research Board).
Calculate the base road cost per ADT at the poirt of service by dividing Line 2 by Line 3.
Enter the resrlt on Line 4.
D€terrnine the ADT perl^and Use from the ITE Trip Generdion MaruaI or another credible
source accepted by the Board and enter the restrlt on Line 5.
Calculate the Base Trafrc Impact Fee for the tlpe of land use by multiplying the ADT per
I-and Use (Line 5) by the Base Road Cost per ADT (Line 4) and enter the resrh on Line 6.
Calcrrlate Ta:r Credits as follows:
Enter the equivalent of 807o ofthe Road and Bridge property tal( mill lery (for the
qrpe ofland use) on Line 7.
Enter the County Discount Rate (the rate of return the County receives from its
investments) on Line 8.
Enter the Road Design Life (in years) on Line 9.
Enter the Present Worth Factor GwD on Line 10. The PWF for various
combinations of Term and Discount Rates is found in the Appendix
Calculate the Net Present Valueofthe ta;r credit by muttiplying the Road & Bridge
equivalent tax (Line 7) by the PWF (Line l0). Enter the result on Line I l.
Calculatethe UNADruSTED ROAD IMPACT FEE by subtracting the tax credit (Line I l)
from the Base Traffic Fee (Line 6). Enter the rezults on Line 12.
a.
b.
c.
d.
e.
H.
A-I
.I
(
L Calculate the INFr-,q,-TION ADruSTMENT as follows:
a. On Line 13, enter Denver-Boulder Consumer Price Indor (CpD for the year the roadcost estimate was prepared or the year the cost estimate ii Uasea.
b- Enter the CPlfortheyearthe impact fee is collected on'Line 14. [fthe curreut CpIis not available, use ttre average rate of change for the last three yelrs to derive thecurrent year indor.]
c- Calcu{e the rnflatielF*:I by dividiqg the engr on Line 14 by the enqgr on fne 13.Enter the Result on Line 15.
J. Calculate the PRE-CONSTRUCTIoN INFLATION ADruSTMENT IMPACT EEE bymuttiplying the Unadjusted Road knpact Fee (Lin9 12) by the Inflation Factor (Line l5).Enterthe res.rh onLine 16- Note: This adjustment is not necessary if the constnrkon *oestimate is determined the same year as the fee is collested
K. CAICUIATC thc POST.CONSTRUCTION ADruSTED IMPACT FEE AS fOIIOWS:
a- Enter-the Courty'sDiscouut orlrwestment Rate on Line 17. If the road constnrctionwas financed, derive the financed rate fiom the_dept repa5ment schedule pr"prrJfo,the financing and substitute the derived rate for-the 6i."o.rot n ,.- - r- -r-w '
b- Enter the number ofyears since the road was constructed on Line lE.
' c- k|=ry: the Compound-krterest Multiplier from Appendix A Enter this multiplieron Line 19- Inthe case of debt financing, enter the imputed multiplier nom the iebtservice schedure prepared for the finanie instrument.
d- calculue the PoST-CoNSTRUCTION ADruSTED IMpAcT FEE by muttiplyingthe UNADruSTED ROAD IMPACT FEE (Line 12) by the Compound IntJrestMultiplier (or imputed finance multiplier) from Linslg. Enter the result on Line 20.
ROAD IMPACT TEE CALCUI.ATION WORK SHEET
l. Projectlland Use
Base road cost to point of service
Road Capacity to Point of Service (in ADT)
$2.
J.
A-2
ADT
4.
5.
6.
Base Road Cost per ADT to point of Service
ADT per Land Use
Base Traffic Impact Fee per Land Use
$
ADT
$
TAX CREDITS
7.80% of Annual Road & Bridge property Tax per Land Use $
8. County Discount Rate
9. Road DesignLife (Yean)
10. Present Work Factor (pWF - from Appendix A)
I l. Tax Credits : Propert5r tax equivalent pWF
12. T NADJUSTED ROAD IMPACT FEE per Land Use $
[Base TAX CR]DDITSI
INF.I.ATTONADJIISTIItrENT
13. Denver-Boulder CpI year ofCost g"tirr"te
14. Denver-Boulder CpI year ef rmpact Fee Calculafion
15. Inflation Factor
-(GP+-fer-collee*ieny€arlcpJ-€f+ea1of€ostEstimatc)
16. PRT.CONSTRUCTIONINN,ATIONADJUS'TED
ROAD IMPACTEEE
17. Discount Rate or Finance Rate
18. Term(Years)
19. Compound Interest Multiplier
$
Years
$
%
Years
POST.CONSTRUCTION ADJUSTED ROAD IMPACT FEE $
20
A-3
I
=o
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t* *'f!
U,<. (u \-S\E
r^\ CD Oi;q=NETn-UE
LE-ts{:s<t\)-LEoo\
=
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WATER RESOURCE CONSULTANTS, LLC
24 HUM An. RI@CO 61650
pfo)6254X3
A NORTH 27 SUBDIVISION
PRELIMINARY PLAN SUBMITTAL
CARFIELD COUNTY, COLO.
owNER / APPLTCANT:
N27, LLC
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Nancy,
Well pumping capaciEy: the HOA did a pump test in 1999. Here's an excerpt from the
"Water Supply Report" (Nov. L3, L999, included in Appendix G, Preliminary Plan SubmiEtal
for North 27 Subdivision):
A ?2 hour pump test was compleEed on the Simon Well in February, 1-999. A winter pump test
was conducted to determine Ehe aquifer condit.ions during the least favorable conditions,
i.e., when the groundwaEer table is t14pica11y at its seasonal low and recharge is minimal.
The well was pumped at 33 gpm. The pump test data indicates that Ehe well- is capable of
sustaining 33 gpm. Evidence of this is the fact t.hat the pumping 1eve1 reached
equilibrium (no addiEional draw down) 390 minutes (5.5 hours) into the 72 hour test.
Extrapolation of the pump test data suggests that. the well is capable of producing more
water than the 49 gpm afLowed by the (well) decree.
Storage capacity: the HOA put in additional storage in c. 2004 / 2005 ??
near the well head. I don't have any documentation as to the size of the tanks, and how
they plumbed them in. I recall the intent of the tanks was Eo so the pump in the well
woul-d not have to cycle so frequently.
Dave Hillbrand, HOA President, shoufd be abfe to Lel1 Greg how big the tanks are.
Paul
Paul Currier
(970) 525-5433
From: Nancy Emerson [mailto:nemerson@masonmorse.com]
SenL: Wednesday , NIay 23, 2007 1,:45 PM
To: pcurrierGwrc-11c.com;'John Currier'
Subject: FInI: Questions from Greg Post on N27
Paul and John, - Can you provide any of this information?
<image001. jpg,
Nancy B. Emerson, CRB, CRS
Ecobroker Certified
970.953.3300 x220 office
3
GRf , TiIRE
.t
DISTRICT COURT, }VATER DIVISION NO. 5,
STATE OF COLORADO
109 Eighth Steet, Suite 104
Glenwood Springs, CO 81601
(97 0'l 945-507 5 - 97 0-945-8756- fax
A COIJRT USE ONLY
CONCERI\"ING THE APPLICATION FOR WATER
RIGHTS OF:
pvo/ssE HoMEOWNERS', ASSOCIATION, INC.
in GARFIELD COUNTY, COLORADO
Attorney of Record:
Sherry A. Caloi4 Attorney Reg. No. 11947
Caloia & HouPt, P.C.
1204 Grarrd Avenue
Glenwood Springs, CO 81601
(970) 94s-6067 945-6292 - fax
email:
Case No.00CW036
RULING OF
FINDINGS OF FACT, CONCLUSIONS OF LAW,
REIIEREE, AIID JUDGMENT AND DECREE OF WATER COURT
RULING AI\D DECREE OF
This matter came before the Court upon the Application of PVO/SSE Homeowners
Association, Inc. for ground water rights, change of water right, and approval of plan for
augmentation.
The Water Judge referred the Application to the undersigned as Water Referee for Water
Division No. 5, State of Colorado, in accordance with Article 92 of Chapter 37, Colorado
Revised Statutes 1973, known as the Vy'ater Rights Determination and Administration Act of
1969.
The undersigned Referee has made such investigations as ire necessary to determine
whether or not the statements in the Application are true, has become fully advised with respect
to the subject matter of the Application and has consulted with the Division Engineer for Water
Division No. 5. The Referee hereby makes the following Findings of Fact, Conclusions of law
and Ruling of the Referee 2 of 2 in this matter.
FINDINGS OF FACT
Name and address of Applicants:
PVO/SSE Homeowners Association
Kathy Senor
0330 County Road 250
Silt, CO 81652
I
PVO-Ruling{0CW036 (Ruling 2 of 2)
t
District Court, Water Div. 5
Case No. 00CW036; App. of PVO/SSE Homeowners Association
Ruling 2 of 2 Findings of Fact, Ruling of Referee, and Judgment and Decree of Water Court
Page2
Z. Applicant filed an Application for ground water rights, change of water right, and
approval of plan for augmentation on March 30, 2000.
3. The Application was properly published in the resume for Water Division No. 5. The
resume notice given referring to the FICo shares is adequate notice to others to examine the
uoderlying water rigbts for said shares. Both the Grass Valley Canal and the Grass Valley
Reservoir water rights are included in the calculation of the share amount by the company and
delivery of water to each shareholder includes both the direct flow and reservoir water. Thus
even though only the Grass Valley Canal Water Right No. 119a was designated in the resume
there is adequate notice that the Grass Valley reservoir water would also be included. All notices
required by law have been made, and the Court has jurisdiction over the Application and over all
of the parties in this case.
4. The City of Colorado Springs; the Cities of Aurora and Colorado Springs, through the
Homestake Project; and Robert Scott Gordon, Kelly Rae McKee, Richard D. Cromwell, NancyJ.
Newton, John G. Plair, Denna Blair, Frederick rf,[. Schall, Lawrence V. Dardynski, Cynthia L.
Dardynski, Jon Beck, and Karen Beck filed timely Statements of Opposition to the Application.
No other statements of opposition were filed, and the time for filing such staternents has expired.
5. CLAIM FOR GROI]IYD WATER RIGHTS
Names of stnrcture: PVO/SSE Second Enlargement of Simon Well
Source: Groundwater tributary to Cozza Gulch, tributary to the Colorado River.
Legal description:
The well is located in the NE% NE% NE% of Section 36, Township 5 South,
Range 92 West of the 6th P.M. at a point 397 feet West and 14V.5 feet South of
the Northeast Corner of said Section 36.
A.
B.
c (1) Date of appropriation: February 9,2000
(2) How appropriation was initiated: by field investigation and
formation of intent to appropriate
(3) Date water applied to beneficial use: N/A
Amount claimed: 0.1I c.f.s., 3.8 acre feet annual conditional,D
PVO-Ruling-00Cw036
District Court, Water Div' 5
Case No. 00CWO36; App' of PVO/SSE Homeowners Association
Ruling 2 of Z Flfrrdings of Fact, Ruling of Referee, and Judgment and Decree of Water Court
Page 3
Proposed uses: domestic (9 residential units, 4 primary and 5 secondary units),
irrigation, fi re protection, livestock watering.
Total number of acres to be irrigated: 2,000 square feet (500 square feet for each
of 4 residential lots).
Legal description of acreage to be irrigated: a total of 4 lots in Lot 4 of the
Simon Subdivision Exemption. The lands are located in the NE% NE% of
Section 36, Township 5 South, Range 92 West of the 6th P.M.
Names of structure: PVO/SSE Well No.l
A. Source: Groundwater tributary to CozzaGulch, tributary to the Colorado River.
B. Legal descriPtion:
PVO/SSE Well No. l: located in the NE% NE% NE% of Section 36, Township 5
South, Range 92 West of the 6th P.M. at a point 397 feet West and 425 feet South
of the Northeast Comer of said Section 36.
Date of appropriation: February 9,2000
How appropriation was initiated: by field investigation and
formation of intent to appropriate
Date water applied to beneficial use: N/A
Amount claimed: 0.1I c.f.s., 12 acre feet annual conditional,
Proposed uses: domestic (27 residential units), irrigation, fire protection,
Iivestock watering
Total number of acres to be irrigated: 11,000 square feet (500 square feet for each
of 22 residential lots).
Legal description of acreage to be irrigated: a total of 14 lots in the Peach Valley
Orchard Subdivision, 3 lots in the Simon Subdivision exemption and 5 lots in the
North 27 Subdivision. The lands are located in the NE% and the NE% NW% of
Section 36, Township 5 South, Range 92 West of the 6th P.M.
6 CLAIM FOR CHANGE OF WATER RIGHT
E.
F.
G
c.
D.
E.
F.
G.
H.
I.
PVO-Ruling-00CW036
District Cour! Water Div. 5
Case No. 00CW036; App. of PVO/SSE Homeowners Association
Ruling 2 of 2 F1gidilrgs of Facg Ruling of Referee, and Judgmcut and Decree of Water Court
Page 4
The subject wells are tributary to Cozza Gulch, and Applicant will replace .35 acre feet of
its depletions to Cozza Gulch during the irrigation season. Applicant will dedicate .5 shares of
its Farmer's Irrigation Company ("FICo") water to the plan for augmentation. Applicant proposes
to change .5 shares to include augmentation as a decreed use. trnformation from prwious decrees
for water rights to be changed and applied to this augmentation plan:
L Grass Valley Canal, priority no. I 19A
Source: East Fork of Rifle Creek
C. Decreed legal description: Decreed in C.A. 279 as located on the east
bank of the East Fork of Rifle Creek at a point about 100 yards below the Falls of said
creek near the center of the NE% of Section 27, Township 4 South, Range 92 West, 6th
p.M. h C.A. 4914 (in which the Court adjudicated priority no.269 to the Grass Valley
Canal) the point of diversion was described as a point on the left bank of East Rifle
Creek, whence the EYq comer of Section 27, Township 4 South, Range 92 West of the 6th
P.M. bears South 38o 56'East2,023.5 feet.
Case No.: C.4.279
Court: Garfield County District Court
Appropriation Date: July20, 1887
Adjudication Date: April 30,1892
Decreed Amount: 100 c.f.s., absolute
Decreed Use: irrigation
tr.Grass Valley Reservoir a/k/ a Harvey Gap
Source East Rifle Creek
C. Location: in the East l/2 of Section 13, Township 5 South, Range 92
West, 6s P.M., also extends to a certain extent into Sections 12 and 24 in said Township
and Range and also extends to a small extent into Sections 7 and 18, Township 5 South,
Range 9i West of 6th P.M. all in Garfield County.
D. Case Nos.: C.A. 519
Court: Garfield County District Court
PVO-Ruling{OCWO36
A.
B.
D.
E.
F.
G.
A.
B.
Disnict Court, Water Div. 5
Case No. 00CW036; App. of PVO/SSE Homeowners Association
Ruling 2 of 2 Findings of Fact, Ruling of Refcree, and Judgment and Decree of Water Court
Page 5
E. Appropriation Dates: (519) 4llll89l
Adjudication Dates: (5lg) 4l3ll8g3
F. Decreed Amounts: (519) 3902 Acre Feet
G. Decreed Uses: lrigation and Domestic
The change of the .5 (.01 c.f.s of the canal and ,55 acre feet from the reservoir) shares of
Applicants interest in the Grass Valley Canal and Grass Valley Reservoir water rights will not
routt in injury to any water user. The water will continue to be diverted at the Grass Valley
Canal headgate and released from the Reservoir and delivered to Applicant's lateral. Applicant
will deliver augmentation releases through Applicant's irrigation system to Coz.za Gulch at a
Iocation on Applicants subdivision property.
7 CI,AIM FOR APPROVAL OF PLAN FOR AUGMENTATION
Narne of stnrctures to be augmented:
PVO/SSE Simon Well Enlargement No. 2 and the PVO/SSE Well No. l: See
claim No. 5 above
Water rights to be used for augmentation: Applicant will use a combination of
irrigation dry up credits under the Grass Valley Canal and Reservoir and Green
Mountain and/or Ruedi Reservoir releases to the Colorado River mainstem to
replace all out-of-priority depletions from the augmented well.
Applicant has entered into a water allotment contract with the West Divide Water
Conservancy District ("West Divide") for Colorado River augmentation. The water rights
to be used for augmentation through West Divide are as follows:
A.
B.
8
A. Green Mountain Reservoir:
(l) Source: Blue River, tributary of Colorado River
(2) Legal description: located approximately 16 miles Southeast of the Town
of Kremmling in Summit County, Colorado, and more particularly in all or
parts of Sections ll, 12, 13, 14, 15, and 24 of Township 2 South, Range
80 West, and in Sections 17, 18, 19,20,21, 28,29, arrd 34, Township 2
South, Range 79 West of the 6th P.M.
PVO-Ruling40CW036
Disfict Court, Water Div. 5
Case No. 00CW036; App. of PVO/SSE Homeowners Association
Ruling 2 of 2 Findings of Fact, Ruling of Referee, and Judgment and Decree of Water Court
Page 6
(3) Adjudication Date: October 12,1955
(4) AppropriationDate: August l, 1935
Case No.: 2782,5016, and 5017
Court: United States District Court, District of Colorado
(s)
(7)
B. Ruedi Resenroir:
(t)
(2)
(6) Decreed Amount: 154,645 acre feet
Decreed Uses: in accordance with paragraph 5(a), (b), and (c) of the
section entitled "Manner of Operation of Project Facilities and Auxiliary
Facilities" in Senate Document 80.
Source: Fryng Pan River, tributary of Colorado River
Legal description: an on-channel reservoir located in Sections 7, 8, 9, ll,
and 14 throughl8, Township 8 South, Range 84 West of the 6th P.M. The
reservoir is located in portions of Eagle and Pitkin Counties.
(3) Adjudication Date: June 20, 1958
(4) AppropriationDate: July29, 1957
Case No.: C.A.4613
Court: Garfield County District Court
Decreed Amount: 102,369 acre feet (Originally decreed for 140,697.3
acre feet; reduced to 102,369 acre feet tnW-789'76)
Decreed Uses: generation of electric energy, domestic, municipal,
industrial, irrigation and stock watering.
By decree of the Water Court in Case No. 81CW34, Ruedi Reservoir was
decreed a refill right in the amount of 101,280 acre feet, conditional. kl
Water Court Case No. 95CW95 44,509 acre feet was made absolute.
(s)
(6)
(7)
(8)
C Statement of plan for augmentation:
PVO-Ruling40CW036
District Court, Water Div. 5
Case No. 00CWO36; App. of PVO/SSE Homeowners Association
Ruling 2 of 2 Findings of Fact, Ruling of Referee, and Judgment and Decree of Water Court
PageT
(1) Depletions projections. The purpose of this augmentation plan is to
augment all of the depletions associated with the Applicantrs community
water system for the uses described herein. The Applicant previously
obtained a decree augmenting the PVO/SSE Simon Well Enlargment No.I for a total of 18 lots: 14 lots within the Peach Valley Orchard
Subdivision; 4 lots in the Simon Subdivision Exemption. Applicant now
wishes to set forth an augmentation plan for an additional 9 trnits, 4
primary and 5 secondary and to include a second well as an alternate point
of diversion to the PVO/SSE Simon Well Enlargements Nos. I and 2
called the PVO/SSE Well no. 1.
(2)
(3)Applicant has obtained a contract with West Divide for 2 acre feet to
replace all out-of-priority depletions to the Colorado River mainstem, and
will provide internal augmentatiotto Cozza Gulch as described herein. A
map depicting the location of the subdivisions and place of use of the
augmented well is Figure I attached hereto.
(2) This augmentation plan will augment the depletions associated with the
following uses:
(3) Domestic Use. Domestic use in 4 primary single-family dwellings and 5
secondary dwellings, based upon an assumption that 3.5 persons will
occupy the dwellings and use 100 gallons per person per day and that
wastewater will be treated through septic tank/leach field systems,
resulting n 15% consumption of diversions. The projected depletions are
calculated at .53 acre feet annually, based upon a total projected diversion
requirement of 3.53 acre feet annually.
(4) Irrieation. Irrigation of 2,000 square feet of lawn and gardens (500 square
feet for each of 4 lots), the rurit conzumptive use of which is calculated to
be 2.223 acre feet per acre. The contemplated diversion demand for the
irrigation is .13 acre feet annually; with an assumed lawn irrigation
efficiency of 80Yo, the irrigation consumptive use and depletion is
projected at .10 acre feet annually.
(5) Livestock. Watering of up to l0 head of livestock using approximately I I
gallons per day each l00o/o consumptive use. The contemplated diversion
demand is .12 acre feet per year with a similar amount of depletion.
(6) Total. The total contemplated diversion demand for the said uses, is 3.78
acre feet annually, and the total projected depletion is .76 acre feet
aonually. Table I attached hereto and incorporated herein by this reference
PVO-Ruling40CW036
Disrict Court, Water Div' 5
Case No. 00CW036; App. of PVo/SSE Homeowners Association
Ruling 2 of 2 Findingr oif".t, Ruting of Referee, and Judgment and Decree of Water Court
Page 8
D
E.
sets forth the total community system water requirements and consumptive
use by month.
Replacement to Cozza Gulch. The wells are tibutary to CozzaGulch. Operation
of tn" community water system will result in annual depletions to Cozza Gulch
which is 100% depletive to Cozza Gulch as set forth on the Table I attached
hereto and incorporated herein by this reference.
Auementation Plan.
Augmentation of out-of-priority depletions will be provided by the blpass of
water associated with FICo shares to Cozza Gulch, or releases to the Colorado
River from Ruedi Reservoir, or Green Mountain Reservoir. When there is a call
on Cozza Gulch, augmentation will be made to both Cozza Gulch and the
Colorado River mainstem by the bypass of FICo water. When there is a call on
the Colorado River and not on Cozza Gulch, augmentation will be made by
releases from storage, pursuant to the water allofinent contract with West Divide.
Historically 135.7 acres were irrigated on the property. Residential development
within the subdivisions has resulted in the dry up of 3.85 acres associated
with building footprints and roads constructed on the historically irrigated land.
Applicant has allocated .44 acres of this dry for use in this plan using ElCo
water.
All of the dry up is in the Cozza Gulch drainage. The historic return flows
associated with the dry up in CozzaGulch will continue to be delivered to Cozza
Gulch.
Applicant has determined that the Application rate for the historic flood irrigation
of tt. dry-up lands was 1.60 acre feet per acre in a critically dry year, and
Applicant's engineers assume a 50% application efficiency, resultinq in a
conlumptive use of .80 acre feet per acre. This is 36Yo of the potential irrigation
consumptive use determined by the modified Blaney-Criddle method.
In accordance with the historic accounting and administration of use of FICo
water, Applicant has determined that .5 shares of Applicant's FICo water (.01
c.f.s. of the Grass Valley Canal priority No.l l9A and .55 a.f. of the Grass Valley
Reservoir) is dedicated to the subject augmentation plan.
A small lag time will occur between the well pumping and the impacts to the
Cozza Gulch. Applicant has conducted a Glover analysis to estimate the delayed
impacts. The delay is set forth on Table 2 attached hereto and incorporated herein
PVO-Ruting{0CW036
Distnct Court, Water Div. 5
Case No. 00CW036; App. of PVO/SSE Homeowners Association
Ruling 2 of 2Fnd;n$s of Fact, Ruling ofReferee, and Judgment and Decree of Water Court
Page 9
by this reference. Because the lag time is relatively uniform over the course of a
year the augmentation of the depletions will be administered as occruring in the
same month and no delay accounting is necessary.
9. The subject augmentation plan will operate to prevent injury to other senior vested and
decreed conditional water rights.
lO. Applicant has provided a proposed accounting form that provides information helpful in
the administration of this Ruling and Decree 2 of 2 and necessary to prevent injury to senior
vested and decreed conditional water rights of others. The accounting form is not a part of this
Decree and may be modified \Mith the approval of the Division Engineer.
11. The Stipulation by and between the Objectors Robert Scott Gordon, Kelly Rae McKee,
Richard D. Cromwell, Nancy J. Newton, John G. Blair, Denna Blair, Frederick W. Schall,
Lawrence V. Dardynski, Cynthia L. Dardynski, Jon Beck, and Karen Beck and the Applicant is
incorporated herein by this reference.
lZ. The Objectors City of Colorado Springs and the Cities of Aurora and Colorado Springs
through the Homestake Project have resolved all objection to this case and the terms and
conditions of the stipulation they entered into with the applicant shall be incorporated into both
decrees by this reference.
CONCLUSIONS OF LAW
13. The foregoing findings of fdct are fully incorporated herein.
14. Notice of the Application was properly grven. The Court has jurisdiction over the
Application and over all persons or entities who had standing to appear, even if they did not.
15. The Application is complete, covering all applicable matters required pursuant to the
Water Right Determination and Administration Act of 1969, C.R.S. $$ 37-92-l0l through -602.
16. The Court has grven due consideration to the Division Engineet's Summary of
Consultation dated December 8, 2000. ^See C.R.S. 537-92'302(4).
17. Applicant has fulfilled all legal requirements for a decree for the requested water rights,
including C.R.S. $$ 37-92-302 and37-92-305.
18. The Court hereby concludes the Applicant has established that water can and will be
diverted under the subject conditional water rights and will be beneficially used, and that this
water supply project can and will be completed with diligence and within a reasonable time.
PVO-Ruling{0CW036
District CourL Water Div' 5
C"t. N.. OOCW036; App' of PVO/SSE Homeowners Association
Ruling 2 of 2 Findings-lifu.t, Ruling of Referee, and Judgment and Decree of Water Court
Page l0
19. The change of water right described herein will not injuriously affect the owner of or
persons entitled to use water under a vested water right or a decreed conditionar water right.
zo. If operated in accordance with the terms and conditions of this decree, the plan for
augmentation described herein will prevent injury to senior vested or decreed conditional water
21. Applicant has fulfilled all legal requirements for entry of a decree in this case'
RULING OF REFEREE AIID
JUDGMENT AND DECREE (2 ot 2)
22. The foregoing Findings of Fact and conclusions of Law are incorporated herein'
23. The conditional water right requested for the PVo/SSE Simon Well Enlargement No' 2 in
the amonnt of 0.11 c.f.s. and 3-7g acre feet, conditional as more fully set forth in paragraph2,
above, is hereby confirmed with an appropriatiot'dut: of February 9,2000' for domestic and
irrigation and stocrc,Matering. rne .onditional water right requested for the PVo/ssE well No. I in
the amount of 0.1r c.f.s. ia n acre feet, conditional as more fully set forttr in paragraph2,
above, is hereby confirmed with an appropriation date of February 9,2000' for domestic and
*g",io, and sioctcwatering as an artemaL point of diversion for the pvo/ssE Simonwell
ilil;fu I and 2 . ThJReferee finds that the Applicant has formed and demonstrated the
requisite intent to appropriate and that Applicant has taken a substantial first step toward
"pii"pri"ti"n
of water in the amounts ,od for the purposes set forth above in paragraph 2. and that
the appropriations described herein can and will be completed with diligence and within a
reasonable time. The Referee does therefore rule that the conditional and absolute water rights shall
be granted.
24. Should the Applicant desire to maintain the conditional water rights confirmed in the
pr.."ai"g p ilusrupt urApplication for Finding of Reasonable Diligence shall be filed in the
same month of the ri*tr, ""t"ndar
year following entry of this decree, unless a determination has
been made prior to that date that such conditional rights have been made absolute by reason of
il" l"*pfrtion of the appropriations, or are othe'wise disposed of'
25. The Referee further rules that the plan for augmentation as more fully set forth in
prrug.pt , 5-1, isapproved. lrttl*l to bolo. Rev. Stat. g 37-92-305(8), in administering the
augmentation pran ipprorr"a herein, the State Engineer shalr curtail all out-of-priority diversions,
the depletions from *t irt are not so replaced as to preven! inj,ry to vested water rights. Further,
the Applicant, his ,rlr.r.orc and assigns understand that the replacement source is a lease supply
and if such lease should expire, fail to be renewed, is terminated, or an altemate source of
;;;;;;;i *"t* i, not inctudea in this Decree by proper amendment prior to such expiration,
,rii^it*rnt of all out_of-priority diversions will occur.
rights.
PVO-Ruling40Cw036 (2 of 2)
Disrict Court, Water Div' 5
C;r; N". 00CW036; App' of PVO/SSE Homeowners Association
n i,og i JZ Findings oiFu.t, Ruling of Referee, and Judgment and Decree of Water Cotut
Page I I
26. pursuant to Colo. Rev. Stat. g 37-92-502(5), the Applicant shall install and maintain
m.us*ing devices, provide accounting and supply calculations regarding the timing of depletions
* irq"ir"i by the Division Engineer to administer this decree. The Applicant shall also prepare
and piovide an annual report to the Division Engineer summarizing depletions and replacements
il;;i;;trri, pr* on o, before November r5 of each year. The timing and amount of
Iugmentation releases shall be at the discretion of the Division Engineer.
27. The Court hereby confirms and decrees the change of water right for the .5 shares of
rico *u*r, associated with .01 cfs of the Grass Valley Canal priority no. l19A and -55 a.f of
,t " Cr*r ialley Reservoir water rights, as described herein.
zg. The State Engineer shall issue well permits in accordance herewith subject to Colo. Rev.
Stat. $ 37-90-137-
Zg. A copy of the West Divide Water Conservancy District contract and a copy of the certificate
of the ownership ofFICo shares has been provided to the State and Division Engineers.
30. The Applicant has formed a Homeowners Association which is a Colorado Corporation
Io=i,fr" f.r.por" of owning the contracts and to be responsible to ensure that the conditions of this
decree are met.
31. The conditional water rights confirmed herein are SUBJECT TO AIL EARLIER
pnlOnffy RIGHTS OF OTIfiRS, and to the integration and tabulation by the Division Engineer
of such priorities and changes ofriglrts in accordance with law.
32. h consideration of the specific findings and conclusions made herein, and ih
.orfo**ce with C.R.S. g 37-92-304(6) (1990), as amended, the change_of water right and plan
for augmentation decreed herein shall be subject to reconsideration by the Water Judge on the
qur.tio'n of inj,ry to the vested water rights of Objectors or others for a period of five years after
isN otthe proposed residential units are connected to Applicant's water system. Applicant will
notig/ the Court and the Objectors of the date when this five-years retained jurisdiction period
il;"r-enced. If no petition for reconsideration is filed within said five yearc, retention of
idsaiction for this purpose shall automatically expire. Any party who wants the Cot[t to
ieconsider the question of injury must file a verified petition with the Court, setting forth the
facts that cause such injury and explaining the claimed injury. The party filing the petition shall
f,ur. tt" burden ofproof to establish the facts and the injury alleged in the petition.
33. In conformance with Colo. Rev. Stat. I37-92-305(8), the State Engineer shall curtail all
outof-prioriry diversions, the depletions from which are not so replaced as to prevent iqiury.
PVO-Ruling40Cw036 (2 of 2)
o
Court, Water Div. 5
No.00CW036;APP. of PVO/SSE Homeowners Association
Ruling 2 of 2 Findings of Fact,Ruling of Referee, and Judgment and Decree of Water Court
Page 12
34. Review of determinations made by the Division Engineer or the State Engineer in
administration of trr" ,uu3""t water rights, change of water right and/or plan-for augmentation are
a ,,water matters" *rri"n the water coun may review de novo and over which the water court
has exclusive jurisdiction'
35. pursuant to Rule 9 of the I-Iniform Local Rules for All State water Court Divisions, upon
the sale or other tr*ri", of the conditional ground water.ightt, the transferee shall file with the
Division 5 water court a notice of transfer which shall state:
The title and case number of this Case No. 00CW036
The description of the conditional water right transferred;
The name of the transferor;
The name and mailing address of the transferee;
A copy ofthe recorded deed.
A.
B.
c.
D.
E.
The owner of the said conditional water rights shall also notiff the clerk of the Division
5, Water court or *y.ti*ge in mailing address. The c_rerk sha[ place any notice of transfer or
change of address io'*rr cise file of this Case No. 00Cw0036 and in the case file (if any) in
;hirt the Cogrt first made a finding of reasonable diligence'
It is accordingly ordered that this Ruling of Referee and Judgment and Decree shall be
filed with the watei 6r"rt and shall become effective upon such filing, subject to judicial review
pursuant to C.R-S. g 37'92-304, as amended'
It is further ordered that a copy of this ruling of Referee and judgment and decree shall be
filed with the state Engineer and the-Division Engineer for water Division No. 5.
Done tnts @aY ot il* ,2003.
Y.? - . ...h.'''.', i.-l ;, .:'.1i t ..- , .i '.r.lililsot
,' ;,].i,r.':,., :');:,'. [r.Ii$eg1
REFEREE:it''tr:;f B
Fiil : -: i: i rr;:r ;.r :i dr' * -*L9-2-
riy Ctort* !ilefpr Biv:5
[-out^- , DuAr .
B. Petre, Water
Ar p*r.r. ,Jl*ra Water Division No. 5, State of Colorado
No protest was filed in this matter. The foregoing Ruling of the Referee is confirmed and
approved, and is made the Judgment and Decree of this court.
The conditional ground water rights decreed herein shall be in full force and effect until
qusl2009. If the eppiil*t wishes to maintain the conditional water rights thereafter it shall file
PVO-Ruting40CW036 (2 of 2)
a')
(,
an application for a frnding of reasonable diligence on or before that date, or show on or before
that date that the .ooJi,io.rir water rights havelecome absorute by application to beneficial use'
Done this & daY of
Court Water Div. 5
No. 00CW036; APP of PVO/SSE Homeowners Association
Ruling 2 of 2 Findings of Fact, Ruling of Referee, and Judgment and Decree of Water Court
Page 13
2003.
BY THE COURT:
W. Ossola, Water J
Copyof fie toallCouild ,
Orv, Enil*Pqy'
mailed
of Referee,
and SEt0
Deputy Glerk Irdakr Dtu 5
C,],'n'
?,,/L
4ohnt*"'-ld,*
PVO-Ruling4OCW036
TABLE 1
North 27 subdivision of Lot 4, simon subdivision ExemptionToTAL WATER REQUIREMENTS F'oR 4 pRrMARy uNrrs AND s ADU,s oN s LoTS(acre feet)
Month
Total
Domeslic Lawn
0
TOTAL
o.27
0.30
029
0.30
029
0.30
0.30
0.29
0.30
0.29
0.00
0.00
0.01
0.02
0.03
0.03
0.02
o.o2
0.01
0.00
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.31
028
0.31
0.31
0.33
0.33
0.34
0.33
0.32
0.32
0.30
0 1
3 0.
Domestic Lawn
.lanuary -
February
March
Apdt
May
June
Juty
August
September
October
November
December
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
a"oo-
0.00
0.00
0.01
0.02
0.02
0.o2
0.01o.ol l
0.01
0.00
0.09
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.06
0.05
0.06
0.06
0.07
0.08
0.08
0.07
0.07
0.06
0.05
0.06TOTAIF
0.53 0.10 0.12 0.76AorE- oct 15 1.47 o'10 0.05 1.62-0.22 0.06 0"0-0.35
# of Primary Resklences
# persons/resHence
# gallons/persorr/dav
% CU for Domestic/Lommerdal
Sq. Ft. of Lawn lrdgated
Lawn Application Rate (aflac)
% Lanm tnlg. Effidency
Consumpton of tnig. (iAac)
# of Lfuestock @ 1l gals/day
- 9 (l primary unlb, 5 ADU,s)
3.5
100
15
2000 (500 sq ft per tor)
2.817
80
2277
10
NOTE: 1 resHence *it59o square feet of landscaplng on Lot 4 of ttre slmon subdlv&slon Exemption waslnduded ln the Ruling oiue neilie e 1 0t2t; c";; i".i6crano. tnctuded here are 4 addrionatpdmary drrelling unG ano 5 accessory rhvelling un-its'pil"1oo square reet or nnascaping on each of4 addltionallotcassodat€d"*rtr,;ii:t $ffirdffilili;a of ihe srm;il;irh,"n Exempron.Oi.rrrt02 - RESInCE BEr:Hllo itc. - m Chdo fn, GlrrEd gfur. OO lt0t r pTOl gaatr _
Ci $t.Otrii.C rrhir. Zx,bo
Table 2
Peach Valley Orchard / Simon Subdivision Exemption
Glover Analysis Lagging Factor
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
seP
od
Nov
Dec
8.0%
E.0%
8.2%
8.8%
9.0%
8.9%
E.6%
8.5%
8.2%
8.0%
8.0%
8.0%
8.0%
E.1%
8.3%
E.6%
8.7%
8.7%
8.6%
6.5%
8.3%
8.1%
(1) Monthly well pumping diversion as e percentage of the
annual dlverslon without any deplayed streamlmpacts.
(2) Monthly Coza Gulch stream depletion as a percentage
of the annual depletion based on a deplayed stream lmpaAs
analysis using the Glover methodology.
Surface
% of annual volume pumped
deplCilon as
Month
No Lag Lagged
7t1t2002 Resource Engineering, tnc. Fire: d:\ctient\gl2vr2Tgtoverphase 1.xrs
a
FIGURE 1
LOCATION MAP
A Portion of Peach Vattey Orchard Subdivision
and Simon Subdivision ExemPtion
under the PVO/SSE Home Owners Association
co
-td,,a.l
-l -"!l'n- t ^
---.al,r'-
.; '+r--l I
I
I
II
rl.- '
,l ';
It..
S!MON WELL
P
LOTS 9-12, l&
17,18-20 & 23-
PVO , SSE WELL NO. I
,,
PVO, sSE WELL No. 2
I 'i
\
I
t
,l
!,.
'j0--
't. ;
I2 -1''
--'_,
J
,,I,
LOT 4, STMON SUBDMISION
EXEMPTION (SSE), FURTHER
SUBDIVTDED INTO 5 LOTS KNOWN
AS THE NORTH 27 SUBDIVISION
DRAINAGE DIVIDE
BETWEEN COZA GULCH
AND HARVEY GAP
coTzA
GULCH I
(
.ri
i. :.
I'r
i{o,
..i i1
ii r ir.l-t I
I
t
t-
(_.. .
."t
HARVEY
GAP
Shaded area denotec
hlstorlcally irrigated land
Ijl
.-_t
I
---._i
a
t..,
.ri I
-{
II
SCALE
1:240UJ
,)
J-
il
t"
r.i!. 't.
i i'.!:
:r({:.
4tilt;1'
I
i.
'j+;...--+ .I r-F'.-
I
I
.,|
., lIr,,.
fi
L,,'l
:l
?
I \._
I
i[" 'j
hi
ri ---,'..
I
,..-.,-
, -_aa.
- e.l
\_fti'
t-,
3
ji
ri
-'*.]-:' .
I
O. rCH
's7gRANOE
''-
=+
I
El,'
D
25,t-
l
I
Il
I I.i
l
I
I',t
,0
I
L
.i .' '
t
It
DISTRI CT CO URT ,WA TER D I vIsl ON N o.5,
STATE OF COLORADO
109 Eighth Street, Suite 104
Glenwood Springs, CO 81601
945-5075 - 970-945-8756- Iax
CONCERNING THE APPLICATION FOR WATER
RIGHTS OF:
PVO/SSE HOMEOWNERS' ASSOCIATION,
in GARFIELD COUNTY, COLORADO A COURTUSE ONLY A
Attorney of Record:
Sherry A. Caloia, Attorney Reg. No. 11947
Caloia & HouPt, P.C.
l2O4 Grand Avenue
Glenwood SPrings, CO 81601
(97O) 94s-6O67 945-6292 - fax
email:
Case No.00CW036
FINDINGS OF FACT, CONCLUSIONS OF LAW,
RULING OF REFEREE, AI\ID JUDGMENT AND DECREE OF WATER COURT
RULING AND DECREE (1 OF
This matter came before the Court upon the Application of PVO/SSE Homeowners
Association for ground water rights, change of water right, and approval of plan for
augmentation.
The Water Judge refered the Application to the undersigned as Water Referee for Water
Division No. 5, State of Colorado, in accordance with Article 92 of Chapter 37, Colorado
Revised Statutes 1973, known as the Water Rights Determination and Administration Act of
t969.
The undersigned Referee has made such investigations asi are necessary to determine
whether or not the statements in the Application are true, has become fully advised with respect
to the subject matter of the Application and has consulted with the Division Engineer for Water
Division No. 5. The Referee hereby makes the following Findings of Fact, Conclusions of law
and Ruling of the Referee I of 2 in this matter.
FINDINGS OF FACT
1. Name and address of APPlicants:
PVO/SSE Homeowners Association
Kathy Senor
0330 CountY Road 250
silt, co 81652
ft
PVO-Ruting40CW036
District Court, Water Div. 5
Case No. 00CW036; App. of PVO/SSE Homeowners Association
Findings of Fact, Ruling of Referee, and Judgment and Decree of Water Court
Page2
2. Applicant filed an Application for ground water rights, change of water right, and
approval ofplan for augrnentation on March 30, 2000.
3. The Application was properly published in the resume for Water Division No. 5. The
resume notice given referring to the FICo shares is adequate notice to others to examine the
underlying water rights for said shares. Both the Grass Valley Canal and the Grass Valley
Reservoir water rights are included in the calculation of the share amount by the company and
delivery of water to each shareholder includes both the direct flow and reservoir water. Thus
even though only the Grass Valley Canal Water Right No. I l9a was designated in the resume
there is adequate notice that the Grass Valley reservoir water would also be included. All notices
required by law have been made, and the Court has jurisdiction over the Application and over all
of the parties in this case.
4. The City of Colorado Springs; the Cities of Aurora and Colorado Springs, through the
Homestake Project; and Robert Scott Gordon, Kelly Rae McKee, Richard D. Cromwell, Nancy J.
Newton, John G. Blair, Denna Blair, Frederick W. Schall, Lawrence V. Dardynski, Cynthia L.
Dardynski, Jon Beck, and Karen Beck filed timely Statements of Opposition to the Application.
No other statements of opposition \ryere filed, and the time for filing such statements has expired.
5.CLAIM FOR GROUND WATER RIGHTS
Names of structure: PVO/SSE Enlargement of Simon Well
A. Source: Groundwater tributary to CozzaGulch, tributary to the Colorado River.
B. Legal description:
The well is located in the NE% NE% NE% of Section 36, Township 5 South,
Range 92 West of the 6th P.M. at a point 397 feet West and 147.5 feet South of
the Northeast Corner of said Section 36.
C. (1) Date of appropriation: February 9, 2000
(2) How appropriation was initiated: by field investigation and
formation of intent to appropriate
(3) Date water applied to beneficial use: N/A
Amount claimed: 0.1I c.f.s., 4.06 acre feet annual absolute,
0.1I c.f.s., 4.06 acre feet annual conditional
D.
PVO-Ruling40CW036
Dishict Court, Water Div. 5
Case No. 00CW036; App. of PVO/SSE Homeowners Association
Findings of Fac! Ruling of Referee, and Judgment and Decree of Water Court
Page 3
Total: 0.1I c.f.s., 8J2 acre feet annual
Note: .11 c.f.s. is the maximum pumping rate and this amount will not be
diverted continuously. 9 of the l8 homes have been built and are occupied
at this time thus the absolute amount reflects one-half build out.
proposed uses: domestic (18 residential units), irrigation, fire protection, livestock
watering
Total number of acres to be irrigated: 9,000 square feet (500 square feet for each
of 18 residential lots) 4,500 square feet has been irrigated historically.
Legal description of acreage to be irrigated: a total of 18 lots in the Peach Valley
Orchard Subdivision and the Simon Subdivision Exemption The lands are
located in the NE% and the NE% NW% of Section 36, Township 5 South, Range
g2Westofthe 6thP.M.
6. CLAIM FOR CHANGE QF WATERRIGHT
The subject well is tributary to Coz-zaGulch, and Applicant will replace 2.77 acre feet of
its depletions to Coz,za Gulch during the irrigation season. Applicant will dedicate 3 shares of
its Farmer's Irrigation Company ("FICo") water to the plan for augmentation. Applicant
proposes to change 3 shares to include augmentation as a decreed use. Information from
pr"uiour decrees for water rights to be changed and applied to this augmentation plan:
I. A. Grass Valley Canal, priority no. I l9A
B. Source: East Fork of Rifle Creek
C. Decreed legal description: Decreed in C.A. 279 as located on the east
bank of the East Fork of Rifle Creek at a point about 100 yards below the Falls of said
creek near the center of the NE% of Section 27, Township 4 South, Range 92 West, 6th
p.M. In C.A. 4914 (in which the Court adjudicated priority no.269 to the Grass Valley
Canal) the point of diversion was described as a point on the left bank of East Rifle
Creelg whence theE%corner of Section 27, Township 4 South, Range 92 West of the 6th
P.M. bears South 38o 56'East2,023.5 feet.
CaseNo.: C.4.279
Court: Garfield County District Court
E.
F.
G.
D.
E.
PvO-Ruting40CW036
Appropriation Date: July 20, 1887
!
District Courl" Water Div.5
Case No. 00CW036; App. of PVO/SSE Homeowners Association
Findings of Fact, Ruling of Referee, and Judgment and Decree of Water Court
Page 4
Adjudication Date: April30, 1892
F. Decreed Amount: 100 c.f.s., absolute
Decreed Use: irrigation
il.Grass Valley Reservoir alkJaHanrey Gap
B. Source: East Rifle Creek
C. Location: in the East lt| of Section 13, Township 5 South, Range 92
West, 6,h p.M., also extends to a certain extent into Sections 12 and24 in said Township
and Range and also extends to a small extent into Sections 7 and 18, Township 5 South,
Range 9l West of 6m P.M. all in Garfield County.
Case Nos.: C.A.519
Court: Garfield County District Court
Appropriation Dates: (5 19) tlllSgl
Adjudication Dates: (519) 4/311893
Decreed Amounts: (519) 3902 Acre Feet
Decreed Uses: lrrigation and Domestic
The change of the 3 (.07 c.f.s of the canal and 3.30 acre feet from the reservoir) shares of
Applicants intereit in the Grass Valley Canal and Grass Valley Reservoir water rights will not
,rrutt in injury to any water user. The water will continue to be diverted at the Grass Valley
Canal headgate and released from the Reservoir and delivered to Applicant's lateral. Applicant
will deliver augmentation releases through Applicant's irrigation system to Cozta Gulch at a
location on Applicants subdivision property'
Name of structures to be augmented:
A. pvo/ssE Simon well Enlargement:see claim No. 5 above
G.
A.
D
E.
F.
G.
PVO-Ruling40CW036
t
District Court, Water Div' 5
Case No. 00CW036; App. of PVO/SSE Homeowners Association
.Findings of Fact, Ruling of Referee, and Judgment and Decree of Water Court
Page 5
8.
(3)AdjudicationDate: October 12, 1955
AppropriationDate: August l, 1935(4)
(7)
B
B. Water rights to be used for augmentation: Applicant will use a combination of
irrigation dry up credits under the Grass Valley Canal and Reservoir and Green
Mountain and/or Ruedi Reservoir releases to the Colorado River mainstetn to
replace all out-of-priority depletions from the augmented well.
Applicant has entered into a water allotment contract with the West Divide Water
Corrrr*"rcy District ("West Divide") for Colorado River augmentation. The water rights
to be used for augmentation through West Divide are as follows:
A. Green Mountain Reservoir:
(l) Source: Blue River, tributary of Colorado River
(2)Legal description: located approximately l6 miles Southeast of the Town
of Kremmling in Summit County, Colorado, and more particularly in all
or parts of Sections ll, 12, 13, 14, I 5, and 24 of Township 2 Soutt5 Range
80 West, and in Sections 17, 18, 19,20,21,28,29, and 34, Township 2
South, Range 79 West of the 6th P.M.
(5)Case No.: 2782,5016, and 5017
Court: United States District Court, District of Colorado
(6) Decreed Amount: 154,645 acre feet
Decreed Uses: in accordance with paragraph 5(a), (b), and (c) of the
section entitled "Manner of Operation of Project Facilities and Auxiliary
Facilities" in Senate Document 80.
Ruedi Reservoir:
(l) Source: Frying Pan River, tributary of Colorado River
(2) Legal description: an on-channel reservoir located in Sections 7, 8,9, ll,
and l4 throughlS, Township 8 South, Range 84 West of the 6th P.M. The
reservoir is located in portions of Eagle and Pitkin Counties.
(3) AdjudicationDate: June 20, 1958
PVO-Ruling-00CW036
Dishict Court, Water Div' 5
Case No. 00CW036; App. of PVO/SSE Homeowners Association
Findings of Fact, Ruling of Referee, and Judgment and Decree of Water Court
Page 6
(s)
(6)
(8)
(4) Appropriation Date: July 29,1957
Case No.: C.4.4613
Court: Garfield County District Court
Decreed Amount: 102,369 acre feet (Originally decreed for 140,697.3
acre feet; reduced to 102,369 acre feet in W-789-76)
Decreed . Uses: generation of electric energy, domestic, municipal,
industrial, irrigation and stock watering.
By decree of the Water Court in Case No. 8lCW34, Ruedi Reservoir was
decreed a refill right in the amount of l0l, 280 acre feet, conditional. In
Water Court Case No. 95CW95, 44,509 acre feet was made absolute.
(7)
C. Statement of plan for augmentation:
(l) Depletions projections. The purpose of this augmentation plan is to\-/
augment all of the depletions associated with the Applicant's community
water system for the uses described herein. The system will serve a total
of l8 lots: 14 lots within the Peach Valley Orchard Subdivision; 4 lots in
the Simon Subdivision Exemption. Applicant has obtained a contract with
West Divide for 2 acre feet to replace all out-of-priority depletions to the
Colorado River mainstem, and will provide internal augmentation to
Cozza Gulch as described herein. A map depicting the location of the
subdivisions and place of use of the augmented well is Figure I attached
hereto.
(2) This augmentation plan will augment the depletions associated with the
following uses:
(3) Domestic Use. Domestic use in l8 primary single-family dwellings, based
upon an assumption that 3.5 persons. will occupy the dwellings and use
100 gallons per person per day; wastewater will be treated through septic
tank/leach field systenrs, resultilryin l5Yo consumption of diversions. The
projected depletions are calculated at 1.06 acre feet arurually, based upon
a total projected diversion requirement of 7.06 acre feet annually.
(4) trrieation. Irrigation of 9,000 square feet of lawn and gardens (500 square
feet for each of 18 lots), the unit consumptive use of which is calculated to
PVO-Ruling40CW036
District Court, Water Div. 5
Case No. 00CW036; App. of PVO/SSE Homeowners Association
Findings of Fact, Ruling of Referee, and Judgment and Decree of Water Court
PageT
be 2.223 acre feet per acre. The contemplated diversion dernand for the
irrigation is .56 acre feet annually; with an assumed lawn irrigation
efliciency of $Oyo, the irrigation consumptive use and depletion is
projected at.46 acre feet annually.
(5) Livestock. Watering of up to 40 head of livestock using approximately l l
gallons per day each l00o/o consumptive use. The contemplated diversion
denrand is .48 acre feet per year with a similar amount of depletion.
(6) Total. The total contemplated diversion demand for the said uses, is 8.12
acre feet annually, and the total projected depletion is 2.0 acre feet
annually. Table I attached hereto and incorporated herein by this
reference is a table which depicts the total community system water
requirements and consumptive use by month.
D.Replacement to Cozza Gulch. The well is tributary to Coz-za Gulch. Operation of
the community water system will result in amual depletions to Cozza Gulch that
are higher than the Colorado River depletions described in the foregoing
paragraph, because the system serves 9 lots that are topographically located in the
so-called Harvey Gap drainage (see Figure l). The water demand for these 9 lots
is 4.06 acre feet annually, and is l}Ooh depletive to Coz.za Gulch as set forth on
the Table 3 attached hereto and incorporated herein by this reference. The
depletions associated with the 9 lots situated in the Cozza Gulch drainage are
projected at 1.0 acre feet annually as set forth on Table 2 attached hereto and
incorporated herein by this reference. Therefore, the total arurual depletions to
Coz-za Gulch are projected to be 5.06 acre feet (4.06 + 1.0 : 5.06) arurually.
Irrigation season depletions are 2.77 A.F. See Table I and Table 4 attached
hereto and incorporated herein by this reference.
E. Augmentation Plan.
Augrnentation of out-of-priority depletions will be provided by the bypass of
water associated with FICo shares to Cozza. Gulch, or releases to the Colorado
River from Ruedi Reservoir, or Green Mountain Reservoir. When there is a call
on Cozza Gulch, augmentation will be made to both Cozz'a Gulch and the
Colorado River mainstem by the bypass of FICo water. When there is a call on
the Colorado River and not on Cozza Gulch, augmentation will be made by
releases from storage, pursuant to the water allotment contract with West Divide.
Historically 135.7 acres were irrigated on the property. Residential development
within the subdivisions has resulted in the dry up of 3.85 acres associated
PVO-Ruling{0CW036
District Courg Water Div' 5
Case No. 00CW036; App. of PVO/SSE Homeowners Association
Findings of Fact, Ruling of Referee, and Judgment and Decree of Water Court
Page 8
with building footprints and roads constructed on the historically irrigated land.
Applicant has allocated2.3 acres of this dry for use in this plan using FICo
water.
Some of the dry up is in the Coz-za Gulch drainage, and some in the Harvey Gap
drainage. Applicant has allocated the dry up in a manner proportionate to the
number of lots in each drainage. Nine lots are tributary to Hawey Gap drainage,
and therefore l.l5 acre of dry up are in that drainage The remainder of the dry
up, 1.15 acres, is located in the Cozza Gulch drainage. The historic return flows
associated with the dry up in Cozza Gulch will continue to be delivered to Coz.z.a
Gulch.
Applicant has determined that the Application rate for the historic flood irrigation
of the dry-up lands was 1.60 acre feet per acre in a critically dry yerr, and
Applicant's engineers assume a 5oo/o application efficiency, resulting in a
consumptive use of .80 acre feet per acre. This is 36Yo of the potential irrigation
consumptive use determined by the modified Blaney-Criddle method.
In accordance with the historic accounting and administration of use of FICo
water, Applicant has determined that 3 shares of Applicant's FICo water (.07
c.f.s. of the Grass Valley Canal priority No.1l9A and 3.3 a.f. of the Grass Valley
Reservoir) is dedicated to the subject augmentation plan.
A small lag time will occur between the well pumping and the impacts to the
Cozza Gulch. Applicant has conducted a Glover analysis to estimate the delayed
impacts. The delay is set forth on Table 5 attached hereto and incorporated herein
by this reference. Because the lag time is relatively uniform over the course of a
year tbe augmentation of the depletions will be administered as occurring in the
same month and no delay accounting is necessary.
g. The subject augmentation plan will operate to prevent injury to other senior vested and
decreed conditional water rights.
10. Applicant has provided a proposed accounting form that provides information helpful in
the administration of this Ruling and Decree I of 2 and necessary to prevent injury to senior
vested and decreed conditional water rights of others. The accounting form is not a Part of this
Decree and may be modified with the approval of the Division Engineer.
l l. The remaining issues in this case conceming the use of the Simon well for an additional4
residential lots with irrigation on Lot 4 of the Simon Subdivision Exemption, and for 2 additional
wells to service the subdivisions is not addressed in this decree and will be the subject of a
PVO-Ruling-00cw036
District Court, Water Div' 5
Case No. 00CW036; App. of PVO/SSE Homeowners Association
Findings of Fact, Ruling of Referee, and Judgment and Decree of Water Court
Page9
subsequent decree Ruling 2 of 2 to be entered into this case by stipulation of the parties or by
decree of this court. By agreeing to the entry of this decree the Objectors Robert Scott Gordon,
Kelly Rae McKee, Richard D. Cronrwell, Nancy J. Newton, John G. Blair, Denna Blair,
Frederick W. Schall, Lawrence V. Dardynski, Cynthia L. Dardynski, Jon Beck, and Karen Beck
do not waive their right to fully participate in the adjudication of the second decree and to
maintain objections thereto. The Stipulation by and between these objectors and the Applicant is
incorporated herein by this reference.
lZ. The Objectors City of Colorado Springs and the Cities of Aurora and Colorado Springs
through the Homestake Project have resolved all objection to this case and it is agreed that they
will not participate in the second half of this case it being understood that the terms and
conditioni of the stipulation they entered into with the applicant shall be incorporated into both
decrees by this lsference.
CONCLUSIONS OF LAW
13. The foregoing findings of fact are fully incorporated herein.
14. Notice of the Application was properly given. The Court has jurisdiction over the
Application and over all persons or entities who had standing to appear, even if they did not.
15. The Application is complete, covering all applicable matters required pursuant to the
Water fught Determination and Administration Act of 1969, C.R.S. $$ 37-92-101 through -602.
t6. The Court has given due consideration to the Division Engineer's Summary of
Consultation dated December 8, 2000. .See C.R.S. 537-92-302(4).
17. Applicant has fulfilled all legal requirements for a decree for the requested water rights,
including C.R.S. $$ 37-92-302 and37-92-305'
lg. The Court hereby concludes the Applicant has established that water can and will be
-diverted under the subject conditional water rights and will be beneficially used, and that this
water supply project can and will be completed with diligence and within a reasonable time.
19. The change of water right described herein will not injuriously affect the owner of or
persons entitled to use water under a vested water right or a decreed conditional water right.
ZO. If operated in accordance with the terms and conditions of this decree, the plan for
augmentation described herein will prevent injury to senior vested or decreed conditional water
rights.
PVO-Ruling-00CW036
District Court, Water Div' 5
Case No. 00CW036; App. of PVO/SSE Homeowners Association
Findings of Fac! Ruling of Referee, and Judgment and Decree of Water Court
Page l0
2t.Applicant has fulfilled all legal requirements for entry of a decree in this case.
RULING OF REFEREE ANI)
JUDGMENT AIYD DECREE (1 of 2)
22. The foregoing Findings of Fact and Conclusions of Law are incorporated herein.
23. The colditional water right requested for the PVO/SSE Simon Well in the amount of 0.1 I
c.f.s. and 4.06 acre feet, absolute and .l I c.f.s. and 4.06 acre feet, conditional, (total amount .l I
c.f.s. and g.l2 acre feet) as more fully set forth in Paragraph 2, above, is hereby confirmed with an
appropriation date ofFebruary g,2OOO, for domestic and irrigation and stoclovatering . The Referee
tioi, it "t
the Applicant has formed and demonstrated the requisite intent to appropriate and that
Applicant has taken a substantial frst step toward appropriation of water in the amounts and for the
prirpo... set forth above in Paragraph 2. and that the appropriations described herein can and will
L" "o*pt"ted
with diligence and within a reasonable time. The Referee does therefore rule that the
conditional and absolute water rights shall be granted'
24. Should the Applicant desire to maintain the conditional water rights confirmed in the
preceding paragraph, an Application for Finding of Reasonable Diligence shall be filed in the
,u-" *ontt, of the sixth calendar year following entry of this decree, unless a determination has
been made prior to that date that such conditional rights have been made absolute by reason of
the completion of the appropriations, or are otherwise disposed of.
25. The Referee further rules that the plan for augmentation iui more fully set forth in
paragraph s 5-7,is approved. Pursuant to Colo. Rev. Stat. g 37-92-305(8), in administering the
augri"niution plan approved herein, the State Engineer shall curtail all out-of-priority diversions,
thJdepletions from which are not so replaced as to prevent injury to vested water rights. Further,
the Applicant, his successors and assigns understand that the replacement source is a lease supply
and iisuch lease should expire, fail to be renewed, is terminated, or an alternate source of
replacement water is not included in this Decree by proper amendment prior to such expiration,
curtailment of all out-of-priority diversions will occur'
26. pursuant to Colo. Rev. Stat. g 37-92-502(5), the Applicant shall install and maintain
measuring devices, provide accounting and supply calculations regarding the timing of
depletionl as required by the Division Engineer to adnrinister this decree. The Applicant shall
also prrpare andprovide an annual report to the Division Engineer summarizing depletions and
replaiements pursuant to this plan on or before November 15 of each year. The timing and
amount of augmentation releases shall be at the discretion of the Division Engineer.
PVO-Ruling-00cW036
Diskict Court, Water Div.5
Case No. 00CW036; App. of PVO/SSE Homeowners Association
Findings of Fact, Ruling of Referee, and Judgment and Decree of Water Court
Page ll
27. The Court hereby confirms and decrees the change of water right for the 3 shares of FICo
water, associated with .07 cfs of the Grass Valley Canal priority no. I l9A and 3.3 a.f of the
Grass Valley Reservoir water rights, as described herein.
28. The State Engineer shall issue a well permit in accordance herewith subject to Colo. Rev.
Stat. $ 37-90-137-
29. A copy of the West Divide Water Conservancy District contract and a copy of the
certificate of the ownership ofFICo shares has been provided to the State and Division Engineers.
30. The Applicant has formed a Homeowners Association which is a Colorado Corporation
for the purpose of owning the contracts and to be responsible to ensure that the conditions of this
decree are met.
31. The conditional water rights confirmed herein are SUBJECT TO ALL EARLIER
PRIORITY RIGHTS OF OTHERS, and to the integration and tabulation by flre Division Engineer
of such priorities and changes of rights i1accordance with law.
32. In consideration of the specilic findings and conclusions made herein, and in
conformance with C.R.S. 5 37-92-304(6) (1990), as amended, the change of water right and plan
for augmentation decreed herein shall be subject to reconsideration by the Water Judge on the
question of injury to the vested water rights of others for a period of five years afler 75Yo of the
proposed residential units are connected to Applicant's water system. Applicant will notify the'Co".t and the Objectors of the date when this five-years retained jurisdiction period has
commenced. If no petition for reconsideration is filed within said five years, retention of
jurisdiction for this purpose shall automatically expire. Any party who wants the Court to
-reconsider
the question of injury must file a verified petition with the Court, setting forth the
facts that cause such injury and explaining the claimed injury. The party filing the petition shall
have the burden of proof to establish the facts and the injury alleged in the petition.
33. ln conformance with Colo. Rev. Stat. S 37-92-305(8), the State Engineer shall curtail all
. out-of-priority diversions, the depletions from which are not so replaced as to prevent injury.
34. Review of determinations made by the Division Engineer or the State Engineer in
administration of the subject water riglrts, change of water right and/or plan for augmentation are
a ,'water matters" which the Water Court may review de novo and over which the Water Court
has exclusive jurisdiction.
35. pursuant to Rule 9 of the Uniform Local Rules for All State Water Court Divisions, upon
the sale or other transfer of the conditional ground water rights, the transferee shall file with the
Division 5 Water Court a notice of transfer which shall state:
PVO-Ruling40cW036
a
District Cour! Water Div' 5
case No. 00cw036; App. of PVO/SSE Homeowners Association
Findings of Fac! Ruling of Referee, and Judgment and Decree of Water Court
Page 12
A. The title and case number of this Case No. 00CW036
B. The description of the.conditional water right transferred;
C. The name of the transferor;
D. The name and mailing address of the transferee;
E. A copY of the recorded deed.
The owner of the said conditional water rights shall also notify the Clerk of the Division
5, Water Court of any change in mailing address. The Clerk shall place any notice of transfer or
"ir*g" of address in the case file of this Case No. 00Cw0036 and in the case file (if any) in
which the Court first made a finding of reasonable diligence.
It is accordingly ordered that this Ruling of Referee and Judgrnent and Decree shall be
filed with the Water Clerk and shall become effective upon such filing, subject to judicial review
pursuant to C.R.S. g 37-92'304, as amended'
It is further ordered that a copy of this ruling of Referee and judgment and decree shall be
filed with the State Engineer and the Division Engineer for Water Division No. 5.
I
Done this #,#aY of APril, 2OO2'
Belcree,-Dlv.
Stete E
CoPY ol thc
Gounccl ol
D.orty-Clq.tAhtit-@,
to dl B REFEREE:
Petre, Water Referee
Water Division No. 5, State of,Colorado
'?-
5N S5br'.t,7
r,[i-m-64 in this matter. The foregoing Ruling of the Referee is confirmed ande
o
approved, and is made the Judgment and Decree of this Court.
,t/^.r The conditional ground water rights decreed herein shall be in full force and effect until
'i!#t ZoOg. If the Applicant wishes to maintain the conditional water rights thereafter it shall file
#ippti"ution for a finding of reasonable diligence on or before that date, or show on or before
that iate that the conditional water rights have become absolute by application to beneficial use.
Done this r{/r{daY of 2002
led to rll BY THF, COURT:Copy ol the
Counscl ol rec
Referee,-Olv. E
Steto E4i na€r-
C.ai.oro-
S^^d-t c ) SL^^x-,.
W. Ossola, Water J
\t'. . i'
I -..
FIGURE 1
LOCATION MAP
A Portion of Peach Valley Orchard Subdivision
and Simon Subdivision Exemption
under the PVO/SSE Home Owners Association
?ii -' Etrc'tt-
L t
I
s.t
r
/
,iJ \Ii_1
t
SIMON
WELL
LOTS 9-12, 11-
'17,18-20 & 23-
25,
PEACH VALLEY .t
CLoTs 1-f,
SIMON
SUBDIVISION
EXEMPTION
'SSEI,I
DRAINAGE DIVIDE
BETWEEN CO7Z.A GULCH
AND HARVEY GAP
coTfA
GULCH
I
l.
a
I
HARVEY
GAP
Sheded area denotee
hlstorically lrrlgaied land
,t.i.I
,
(
t
:l
t
SCALE
t:2rffi0\
'7
1!
i2
n
't
t
a -..;
I
,o I
VEll il'-i
!
I
I
I
TABLE 1
PEACH VALLEY ORCHARD SUBDTVISION. SIMON SUBDIVISION EXEMPTION
TOTAL WATER REQUIREMENTS FOR 18 LOTS
(acre feet)
il ol PfimarY Resldencer
fl persons/resldencc
il gallons/Person/daY
% CU for Domestic/Commcrclal
18
3.5
100
t5
9m (5OOeqftpetlot)
2.77e
80
2.Zn
Sq. Ft. of Lawn lnlgated
Lawn APPllcaUon Ratc (aflec)
% Lawn lrrlg. EfficlencY
ConsumPtion of lnlg. (atlac)
il of Llvestock @ 11 gale/daY 40
NOTE: lncluded hr the lotr ari:
14 lotr ln Peach Valley Orchard thai are h thc PVO/SSE HOA rnd
4 lots h the Slmon SubdMslon ExempUon trat arc h trc PVOTSSE HOA
Month
I otal ljemand uonsump
DomesUc
ln-house
Lawn
lrrloa0on Lhestock TOTAL
Domeeth
ln-house
Lawn
lnlqaUon Westock TOTAL
January
February
March
April
May
June
July
August
September
October
November
December
o.60
o.5{
o.q,
o.58
o.60
o.58
o.q)
o.60
o.58
o.60
o.58
o.60
0.(x)
o.o(,
0.00
o.(x,
0.lt
0.13
o.12
o.o8
0.07
0.(xl
o.m
0.00
0.(N
o.(x
0.u
o.ol
0.u
0.(N
0.il
o.04
0.u
0.04
0.(x
0.u
0.84
0.58
0.84
0.65
0.75
0.75
0.78
o.72
0.60
0.87
o.g2
0.64
0.09
0.08
0.09
0.09
0.(p
0.09
0.09
0.o9
0.os
0.09
0.09
0.09
0.00
0.q,
0.(x,
o.02
o.o8
0.lo
0.10
o.o7
o.oe
0.02
o.oo
0.00
0.u
o.04
0.u
0.04
o.04
0.(x
0.u
0.u
0.04
0.0,[
o.04
0.04
o.t3
o.t2
o.13
0.15
o.z2
o.z3
o.23
o.20
o.18
o.t0
o.'13
0.13
TOTALS ->-7.OA
0.57 0.49 4.12 t.00 0.4t 0.40 2.0t
- iEtq.nCE E(tlNEEntl(r, ]t. - eO? C&.tdo AE. e-r6od QrhlD. OO a lal - FrO, DalCdt -tlll.6.rtrr !arr.t.rt!
t,
/\ r.
u:l:;tl
TABLE2
PEACH VALLEY ORCHARD SUBDIVISION - STMON SUBDIVISION EXEMPTION
WATER REQUIREMENTS TRIBUTARYTO HARVEY GAP (9 LOTS}
(acre feet)
Month
I otal Demand se
Domestic
ln-house
Lawn
lnlgatlon Llvestock TOTAL
Domesllc
ln-house
Lawn
lrrlgatlon Llvestock TOTAL
January
February
March
Aprll
May
June
July
August
Seplember
Oclober
November
December
0.30
o.27
0.30
o.29
0.30
o.29
o.30
o.30
o.29
0.30
o.29
0.30
0.00
0.00
0.00
0.02
0.05
0.08
0.06
0.04
0.03
0.02
0.00
0.00
0.02
0.02
o.o2
o.o2
0.02
0.02
o.o2
o.o2
o.o2
0.02
0.02
o.02
0.32
0.29
0.32
0.33
0.37
0.37
0.38
0.36
0.35
0.34
0.31
0.32
0.04
0.04
0.04
0.04
0.04
0.0'1
0.04
0.0/t
0.04
0.04
0.04
0.04
0.00
0.00
0.00
0.0,|
0.04
0.05
0.05
0.03
0.03
0.01
0.00
0.00
o.02
o.02
o.02
o.02
o.02
o.02
o.02
o.02
o.02
o.02
o.02
o.02
0.07
0.06
0.07
0.08
0.11
0.11
o.12
0.10
0.09
0.08
0.06
0.07
TOTALS ->3.53 0.28 0.25 4.00 0.53 0.23 o.25 1.00
# of Primary Resldences
# persons/resldence
# gatlons/Person/daY
% CU for Domeslic/Commerclal
Sq. Ft. of Lawn lnigated
Lawn ApPllcallon Rele (aflac)
o/o Lawn tnlg. EfflclencY
Consumpllon of lnlg. (aflac)
# of Llvestock @ 11 gals/daY
I
3.5
100
15
4500 (500 sq fl per lot)
2.778
80
2.223
20
NOTE: The lots lribulary to the Harvey Gap dralnage are Peebh Valley Orchard Lots
I - 1 1, 15 - 17, 18,21 and 25.
- RESOUnCE ENG|NEERTI|O. li.tC. ..9O9 Coloodo An.. Glcnacod gorlnor. CO ltArt " l97O 915'tOC3 - olt't.lnultE ohrt.l-uAl
t-
TABLE 3
PEACH VALLEY ORCHARD SUBDIVISION . SIMON SUBDIVISION EXEMPTION
WATER REQUIREMENTS TRTBUTARY TO COTZA GULCH (e LOTS)
(acte feet)
# of Prlmary Resldences
# persons/resldence
# gallons/person/daY
o/o Cl) for DomesUc (ISDS)
I
3.5
100
15
Sq. Ft. of Lawn lrrigaled
Lawn Application Rale (aflac)
o/o Lawn lrrlg. EfficlencY
ConsumpUon of lrrig- (allac)
..1500 (500 sq ft per lot)
2.778
80
2.223
# of Llveslock@ 11 gals/daY 20
NOTE: The lots lribulary to the Cozza Gulch dralnage are Peach Valley Orchard Lots
12,11,19,20,23'and 4 Lob ln the Slmon SuMMslon ExempUon.
Month
lotal lJemand um
DomesUc
ln-house
Lawn
lrrioaUon Lfueslock TOTAL
Domesllc
ln-house
Lawn
lrrlgaUon
Grop
IrrlgaUon Llveslock TOTAL
January
February
March
April
May
June
July
August
Seplember
Oclober
November
December
o.30
o.27
o.30
o.29
o.30
o.29
o.30
o.30
o.29
o.30
o.29
0.00
0.00
0.00
0.02
0.05
0.00
0.06
0.04
0.03
o.o2
0.00
0.00
o.o2
0.02
0.02
0.02
o.o2
o.o2
o.o2
o.o2
o.o2
o.o2
o.o2
0.02
o.32
0.29
0.32
0.33
0.37
o.37
0.38
0.36
0.35
0.34
0.31
0.32
0.04
0.04
0.04
0.04
0.04
0.0/t
0.04
0.04
0.04
0.04
0.0'l
0.04
0.00
0.00
0.00
0.01
0.0t1
0.05
0.05
0.03
0.03
0.01
0.00
0.00
0.oo
0.oo
0.oo
0.oo
0.00
0.oo
0.oo
0.00
0.oo
0.oo
0.oo
0.oo
0.02
0.02
0.02
0.02
0.02
o.o2
o.o2
0.02
0.02
0.02
0.02
0.02
0.07
0.06
0.07
0.08
0.11
0.11
o.12
0.10
0.09
0.08
0.06
0.07
TOTALS.->3.53 0.28 0.25 4.06 0.53 0.23 0.00 0.25 1.00
O*v,r.O,2 - RE9OUnCE ENG|NEEnNO, HC. - eoe Col@do AF,. Ol.nvaod Bprher, OO !ttot - t97O, g{&arct - tl}.t.Oiahrq phlnt.r t0
I o
\ r-.
TABLE 4
PEACH VALLEY ORCHARD SUBDIVISION - SIMON SUBDIVISION EXEMPTION
DEPLETTONS TRIBUTARY TO COZZA GULCH
(acre feet)
(1) Totaldemand frbm Table 2
Diverslons from lhe well for use on PVO Lots I -l 1. 15 - 17, 18,
24 and 25 ere 100% depletlve to Cotze Gulch
(2) Total consumptlve use from Table 3
Depietlons (dlverslon - relum flow) assocleted wlth all lols
trlbutary to Cozza Gulch
(3) Sum of Columns (1) and (2)
Month
Dlverslons
lo Harvey
Gep
dralnege
Depletlons ln
lhe Cozza
Gulch
Dralnage
Total
January
February
March
Aprll
Mey
June
July
August
September
Oc'tober
November
December
o.32
o.29
o.32
0.33
0.37
0.37
0.38
0.38
0.35
0.34
0.31
o.32
0.07
0.00
0.07
0.08
0.11
0.11
o.12
0.10
0.09
0.08
0.00
0.07
0.39
0.35
0.39
0.40
0.48
0.49
0.50
o.48
o.11
0.41
0.37
0.39
TOTALS ->4.08 1.00 5.06
15 - oct 15 0.0
(,5.MrrOl 'FESOI,IICE ENOINEER'MT. lt'le. - eog Cdordo AE.. Obiurcod Spdngt, CO llol - p7q gas{Oo3 - otAt.Otnheq phrr.l.i,b!
t
n ,,1
Table 5
Peach Valley Orchard / Simon Subdivision Exemption
Glover Analysis Lagging Factor
Jen
Feb
Mar
Apr
Mey
Jun
Jul
Aug
sep
Oct
Nov
Dec
8.0%
8.0%
a.ri*
8.2%
8.$Yo
9.0%
E.9%
8.6%
8.5o/o
8.2o/o
8.0%
8.O%
8.0%
8.0%
8.1%
8.3%
8.67o
8.7Vo
8.Tilo
8.0%
8.5%
8.3%
8.1%
(1) Monthly well pumplng dlverslon as a percentage of the
annual dlverslon wlthout any deplayed slream lmpacts.
(2) Monlhiy Cozza Gulch slream deplellon as a percentege
of lhe annual deplellon based on a deplayed stream lmpbcts
analysls uslng the Glover methodology.
es
% of annualvolume
regm
Month
No Lag Lagged
3t512002 Resource Englneerlng, lnc. Flle: d:\cllent\8'l2Vr27glover phase 1.xls