HomeMy WebLinkAbout1.0 ApplicationI
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E4 d,L
Scott Wri-ter
President
Enclosures
RSIV/sbw
Scott Writer
P.O. Box 9705
Aspen, Co. 81612
l4arch 22, L989
Board of County Conrnissioners
Garfield County
Glenvrcod Springs, Colorado 81601
REF: APPLICATION FOR SUBDIVTSION
"prNyoN PEAKS" - GARFTm,D COUtrJy, COT.ORADO
Gentlemen:
This application for subdivision is sutxn-Ltted pursuant the Garfieldcounty suMivision Regulations, adopted and enacted April 23, 1984.
The attached material is for preurninary plan level review.
we request that this be presented at your regn:rar1y scheduled onwednesday l4ay 10., l-989 for your consideration aCcording to paragraph4:II of the Garfield County Subdivision Regulations.
There are tr,uo notable di-screpancies between this subrnittal and thepreviously reviewed sketch plan; the first being a change in spellingof the proposed name of the subdivision frorn ',pinion,, to ;'ei.,yoi
Peaks", and second after having the property surveyed it has beendiscovered that there are a totar of L97 icres not 215. The change insize hopefully wiLl- not present any problems as it does not change tr,ebasic character of the subdivision, nor does it force any sort ofzoning variance-
Attached are checks for the review fee.
Sincerely,
Carbondale Land DeveloSxnent Corp.
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PIIVYON PEAKSpnsLrMrmm-ElBr,rrrrAL
4:50 PRELTMINARY PIAN II{AP
A. Itrame of the protrnsed suMivision.
- Pinlon Peaks
B. Date of preparation, etc.; registered land survelor certification.
- See Preliminary Plat (Sheet 1 )
C. tsoundary lines of suMivision.
- See keliminary P1at.
D. Names of involved parties.
- CI,Zner:Carbondale Iand Developnent Cortrnration (CLDC)
(a Colorado cortrnration)
c/o Mr. Scott Writer
P.O. Box 9705
Aspen, CO 81612
(303) 963-9138
IIct applicable
Schmueser Gordon Meyer, IDC.
1512 Grand Avenue, Suite 212
Glenrcod Springs, CO 81501
(303) 94s-1004
- Mineral Rights: See Exhibit "A", Tit1e Comnitment.
- Ilenants: Iict applicable.
E. Vicinity Map
- See keliminary Plat
F. Mjacent Property 0lrners.
- See Exhibit "8", list of adjacent owners and keliminary plat map
c. SuMivision Iayout
- See Preliminary Plat map.
H. kotrnsed Easqnents.
- See keliminary plat map.
- Planner:
- Engineer:
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I PIMON PEAKS
PRELIMI}GRY PIAN SUB}IITTAL
t r. rard use Breakdown.
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. Existing zonins. AR/Pa
koposed zonirg: VVnO (no zone charge)
I 2. Trctal develolment area: 197 acres
3. Tlcta1 nunber of lots prolnsed: 18
I 4. Trctal nunber of drryrelling urits protrnsed: 18
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5. Area of non-residential floor slEce: llct applicable.
6. N.rnber of dwelling units 5nr structure: IIct applicable.
I 7. Nuunber of off-street parkirg spaces: Ifct applicable.
8. fross density prroposed: 10.9 acres/Iot
I J. contour Map.
t K. ;*:;"::,"1"'il::.''
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I$c unreserved or undedicated Qen Space protrnsed.
L. R:lclic Facilities Dedication.
I ffi"iilT:ilr?ff:::t'on for p:blic parks' scrrool sites or other
t M. Street Grades and Centerline Cuwature.
See bad Plan (Sheet 4).
I N. Existing Easements.
t 4:50 H:#ffi;r
I A. Conrnon atfi/or Corynon Facilities, Reservations or Dedications.
IrIc proposed dedication for public parks, school sites or other
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s:blic facilities.
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PINYON PEAKSpnnr,rMrffiieurrrAL
I 4:60 AmrrrcnnL rNFURMATroir (conrinued)
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phasing pIan.
- Nct applicable.
I C. EVidence of R:Jc1ic Access.
I - *l.l::i H::,:;'E::3i1"'iJ.'l;[.?"T'1"#,:"1,',];f; ]ii, T
dedicated to the public. See Exhibit rrH* on 1ega1 opinion of
access on Cainrs rane.
t D. off-srreer parking.
I
- Itbt applicable.
E. Soil or Ttopographical Hazards Areas.
I - X,y:::x'.,r,'J"ff'ffs=ffii'S"f'jit. ?ffi:1'J'S.J":i::;slopes. Sma11 gullies along the south part of the proSnrty were
I identified as trDtential localized drainage and debris flow sites.r ti:*T,="'rt?.HrH=ul:::1ffii.1y6ii.'bt" buildins site loca-
I F. Fotential Radiation Hazards.
t - [,,:Ht'."'*'#f,'='": 3x1*i",,",Hff["'S*'T;"Ll=i"H*::r ffi:'i?:*ff'ffiJLr11'fl.5'r:J"Jt';,'r#ra seolosic update bv
I c. Tirle corrnirment.
I H. H.".Il"_"_: ;'::::'"''
I - Nor applicable.
4270 St PPLB4BUAL INFARMIIIIOI{ - @OLOGY, SOIL, VEGEIATICtI AI{D
I A. ."".J-LrFE'
I - See Exhibit "C" (Lincrcln-De\trrre report and Dr. Nicholas Iampirisr report). See also Geology Map (Sheet 6).
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PINYON PEAI(S
PRELIUI}NRY PLAN SUBMITTAL
4:70 SUPPLEMEI,ITAL INFORMATfCT{ - cEOI0Gy, SOIL, \E@TATICN AND
WILDLIEE. (ocntinued) .
B. Soils.
- See Exhibit "D", mapping from
C. Vegetation.
- See Vegetation N{ap (Sheet 5).
D. Wi1dlife.
Soil Conservation Service (SCS).
- Discussions have been held with the Division of wildlife regard-ing their issues of concern. Fencing will be limited to maintainthe property as close to its natural state as possible, ',,trileallowing each individual owner a maximurn of tuo animals (horsesor cattle), completely controlled dogs (via kennels or runs) and
complete fencing of the irrigated portion of each rot. Grazing
animals will be required to be orralled at all times with the
maximun size of these orrals to be determined.
4:80 SUPPLEMBWAL INFORMATION - DRAIIAGE PIAN
A Lhrough D.
- See Drainage Plan (Sheet 3).
4:90 SUPPLEMENIAL INFORMATfChI - UfILIry PIAN
A. Mequacy of Water Supply.
0. E'xhibit rrEtr contains a pmp test report performed by samuelson
Punp Company on ltcraneber 29, 1988. This same exhibit also con-tains an engineering retrnrt dated March 12, l9BB, raiirich sunrnar-izes the design parameters for both the centraL and individualwater systems proposed. These reports deal with the quantity,quality and dependability of the proposed water sources for thesubdivision.
1 throurgh 4. khibit "F" crcntains a oopy of the ruling of kfereedated August 29, 1980, for Case lrto. 791tt97t pertaining to thisproperty. This ruling contains evidence of ownership of waterrights.
5. Exhibit rrE'r oontains technical reports supSrcrting the potabilityof the proposed water supplies.
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PIMON PEAKS
PRELTMINARY PIAN SUBMTTTAL
I 4:90 srrppr,En4mwAr, TNEURMATToN - urrr,rry praN (conrinued)
- B. Central Supply and Distribution System is described in technical
I ports located as Exhibit "E".
1. Ttre Pinlon Peaks Homeowners Association will own and operate the
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water system.
2. The water system will be financed and oonstructed by the De-
I lillf;';':il?:;'3,::::.be throush borrowed f urds frcm conven-
C. Connection to Existing Central Water System.
I - lbt applicabre.
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D. rrdividual Water Sslterns.
- Individual water systems are prolDsed for tots 1 and 17. A tech-
I Hf;1,}rl.ffirb
discussirg irdividual water systerns is contained in
E. Plan of Augmentation.
t - See Exhibit 'F", Ruling of Referee on the the plan of augmenta-
tion applicable to this property, dated August 29, 1980.
I 4:92 srrpp,,m,rE[wA,, rNrCIRMATrchr - sAr{rrARy sE'!iA@ DrspGAL
A through C. Central/Pr:blic Sewage Dis;rcsal System.
I - Ibt applicabre.
I D. Percolation test holes were performed by tincoln-DeVore Tbsting
I Laboratories and the results of raiLrich are sunrnarized in their
retrnrt dated May 9, 1979. The relrcrt is located in Exhibit ,Clr.
I ff: *ilrHt:?':J:"'#:'i"slfutn= a technical report sunrnarizins
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E. Management Plan for Individual Sewage Dis5rcsa1 Systems (ISm).
- See Exhibit "Gu.
-end-
SG"{, f-nc.
3/14/8e
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CONTINUATION SHEET
A-ilO.1
SCHEDULE
order Number: 16146 -tj
TOrIri$Htp 7 so[m{, RAUGE BB [{EST 0F. Tr{tr 6111 F.rr.
Sggfl0tl 11r
$EC?IOfI 1} r
SECTIAU 14 r
Commitment Number:
ffiCEFTII'JG fron Sectlon l.t atove thoce portin,\ conveyid to James A.Catn *nd Kay C, Cain b5;. Lleed. recorcled August\ tg61 in Book- {0j atPege r.67 ae Receptlon llo, e440gl and to c. Den\ts Erlcksorr,ind$. Skye Erlckson by Deed recorded october 14, tlgr ln Bo,:,1.- 4?3 at
fr.gClF Cql .qt{ F:ri*crr.l-lr.n lJn ?l:laaIl.r -zl.\-.*^,1 -.. -rr-,^u}r,f,ags +5+ cxs F.eceptlon tlo. ?51400.tQynies attacf,)al
COI,IIITT OT' GAEFIETD \)STATE OF rl0tCIR&n0
n \
LoE 7, E(CEPT EhaE porEion corVef€il to Fllll.iau
Beerman a,nd Lluabeth R. Beernan bii D*etl recor,I.edAugust ? | L979 in Baolc 53? at Fagr 6EI ds Re.ce5:ti,=rrllo. ?96?81. { capy att:rched i
SE!*ShIh, HCEFT the East tlgs feeb tl.iareof .
&1I bhab portton of the [-tr\].IE]3, H!.il"S8h, tots I anrt?, Etlfi.lk and. tFre lIElrS[8r, lylng ttrortherly of Ehet{ortherlir right af r*'ay llne of Cor-rnty F,oad tio. 11:.
STE\^rART TITLE
GI'ARANTY COMPANY
Page .7A
0066 l26M /t/88)
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SCHEDULEB-Sectionl
Order Numberi r--r r_-LU L-lI--...rr Commitment Number:
Requiremenls
The following are the requirements to be complied wilh:
Item (a) Payment to or for the account of lhe grantors or mortgagors of the full consideralion for the estate or interestto be insured.
Item (b) Proper instrument(s) creating lhe estate or interesl to be insured must be execuled and duly liled for record,I
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to wit:
1.. Ey;ectrtlan of attecli€-il Aif ldat-i rr:ctlurn br Etris cffice.eir- tc, BebLs al'iil Llenr enil its
2.:::11:::l:"":.{_i:::iy:r"birn*or-,rar!}ric.er,r of Gco,i sraniiins.rfcsrbondale t,en'1 Ber;":lcpment f,:rp;raLicn r & curlc,-re..locorFora.tlon, isrslre.il br hhe -iecrlr*ry +f 'rrrab,\o\'- cir6""ao mr.rsbbe iteri,iere.I ta and appro.red hl srei.u"i iiii.;\,-\.;;;E cr*pag;r.
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t 1653 (25M 1r/87t
STE'W'AR.T TITLE
GUARANTY COM?ANYPaqe 3
SCHEDULEB-Section2
Exceptions
order Number. t61.{6-G
The policy or policies to be issued will contain exceptions to the lollowing
satislaction of the Company:
Commitment Number:
unless the same are disposed of to theI
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1.
2.
?
Rights or claims of parties in possession not shown by the public records.
Easements, or claims of easements, not shown by the public records.
Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct
survey and inspection of the premises would disclose and which are not shown by the public records.
Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law
and not shown by the public records.
5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public
records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires
of record for value the estate or interest or mortgage thereon covered by this Commitment.
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7 . The ef fect 6f lncluslclns tn any gen€raI or 3D€
ci--rnsEr"r&trc7, flre pr6tectlonr 30 conSe rr,-a L iB
6. Any and a1l unpald bax*s and ea$esBmenEsf,,rr saleg.&n,1 .rnjf Ltnre,ieertied
lflc snaLer
or $ther
Recept,1,:ti [tr,3,
58{6'-l
86t117
202T7 4
STE.IV,AFIT TTTT-]D
GUARANTY COMPANY
di.sbrict at lnclusion in arrir'.;at'carvlce or d ; rEet
iurprovement area.
g.At1 existi.nE road$.iirrays, ,J"it €.iir rJtllibies, c&nals,
g, iiiel ines ['oi,r-st. I lnee lephorre 11d s 1 ',,'rater ltrres and rigrhtsirhed arll or exiebirigr &S0f (a'ay at7\ e€rrt&ents refi]r e=talil
Eatre ilay\Cr\eEs subject cFf rty'.
r. l-tri tlnibert\StaEesr &s 16E€Eri-.d in Unibed SEates Fabenbs recorded
aE f o1lo'"rs:
DateI ' t;xH' ,17,'rlzl'.June 3O, I95B
Book
11?
113
310
are hereby omitted
Fagc
+B?
414.
51
10. All ur.c.nltru, tlioritlm {f,r any i:tter meteria} wliickr is or may bedeternlned b,r he pecullarly essentiel to bhe prcrluction offiestonable araterials, -*.liettirr or not af ccmmercial value,l,ogeth*r witl'" t1:e riglrt of tlie United Sbate.s ttrl'ough its
aubhoriaed a,gents oE fr)g;f,€seFrt"iEives at anf f im* ts enber rrpGnthe larrd anrl. proapec[ ier, mlne and rerlo:Je Lhe saner puriill&flEto hhe prorr-isians of the Act c,f AuEuat L, 19jt5 (50 Stat,, 755), asreaerved b3r tt're tJnf bed $Eates iir FaEer:E recc'rderl June 30, 1958i.n Baok 310 at page 5I as Re,:epElon t,lo. 10?I?4. (Lab 7 t S*ction 11,
f,{\IIEk" NLII['{a-' , Section 14)
11. Ros.d Vieweru Reports, Deeils an,l llaps pertaininE tc, roads whlch
may affect Ehe suhj€ct Froperty as set forth. belc;ir
$ee ConHinr.ratlon Fage
Exceptions numbered
r(i54 t25M ',l l/87)
Page 4
3. 31,1lrt c.f a\y for dltche ':anals c'fl"rstrucE*,i by artEliori hy of
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CONTINUATION SHEET
B-I:iectic.n l
SCHEDULE
lii1 li:' -il
Order Number:Commitment Number:
ia.) Rcad Vier.:err P-eports fllc.d feliru,arF lb, 1310 in F-oai-l Rec,ir,i
Llr;oli I a[. pag€ I-l as Recepbion I{o. 7t)ftZl. arid ln Rriad Rec,irdlt,:ok I at Fsg€ f +3 .ri: Rer:eptian ttr':. 70ui;. (-^o ?p A..e.=: a, i1
ib) F.c,,ed lt*ps filed S.ugrusL 6, 1926 as PecepElon tlo. ?5884 and fiIe,l
Augusb 4, 1931 &6 Flecephic.n No. 11CI750. >r> 1_J=. N/A
I { c ) ?E;u"1",,1;I'l{r"l:'-i:::;[:::, [::"it;l ,\:";:i;":' ,:;;] rrr Book
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l:. Decre'e r-or P*.rk Eitch f l1ed l'l;rcl, ??, 1315 ..rs liecel>blon tlc, 5L+??,
13. Ea:lement and
r-n rridth as
f)e ve l opment
'i27 at $i&ge
Carp. in ilocurnenL rc,:or,led f
2+9 as F:ecepL: ior"i llti, ?5160 3.
heing t,0 f eet
rlarbon.la 1a Latrd16. 1i',7:'l tn 0ao[,:
riqtht of i,,aJ-" far road arn,l trt riri
ErenEed to J*hn llau'eLre11 St n.r'
ar
t1 A
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l,+, Iti,EtrE cf ua.1i e:tseuenE a:-r grantAta l{.r1y Cra,i} ElecDric A.5eficiattcn,Inc. b5r Carbcn,l.ele L*nd Oer;e1,:p\\t il,rrF, tri docr,rment re;orded
0cEober ?7, L)72 in Baok -tr17 rt pe 168 ae li.ecelition lI.;. 2,5€S:1.
\15. Af l minerels as canvg;1ed Eo fJrrrc,: N$"tIer bi- ,--arbanrlal.e Lanct
fievelo6,urenb Ciir'1:. lnk\,-unent re corti..d ll.ri' 5 , L3t3l irr B':r:k 5.rgsb pag€ 7l-r as kecept\\tto. il'i+(:.:i.
Page lA
@66 t26M 4/88)
STE\V'ART TITI,E
GI'AR ANTY COt,IPANY
^ arlrT'.
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,i;lli,l, il::gitt3"''ll3: lB2r)?5d
Dinv6r q66$
Book lt0
,1 lr 55 P.M. Pare 51Chas. S. Koegan,ltecorder
U.lye lllrrttBh fit$tts uf Amrrirer
Uo stI to ruIorrr tl;rrr prrrrrrtr rllalt Gour.,Q9rertlng:
WIIERE.{!, r Certltlcrto o( thc l,and Otrkrrt rud Arrvcy Off toc at Dowor, Colorarlo,
lr norv doporlted ln the Burelu o( Land Managoment, whcreby lt rppeeru thet lull paymentins been
nrade by ths clalmant Jo. f. Plttr
rccordlng to the provhlonr of the Act ol Congrers of Aprll 2.{, 1820, entitled "An Act mnklng further
provlalon for the rale of iho Publlc Lendr," and tho actr aupplerne:rtal thercto, lor the followlng-
dcrcrlbed lanrl I 6lrth Pr{ nolpgl )Icrldlan, Oolorado.T. ? s., R, 88 r.,
rco. I0, lot 161
aoo. Il, lot fgsco. l!, lotr ! und 101
aoo. I{, Iot }, r}N$, fQftr}, Iot l.
accortllng to the Officlal Plat of the Survey ol tho rald Land, on flle ln the But'cau of Larrd }fanagoment:
Now KNow Yr, That tlro llwlrtu St,trrs or Atrnntcr, ln conclderatlon ol the prenrlser, and ln
conformlty rvlth ths severel Acta of Congrear ln euch cgse nrede and provldcd, I[.t,s GtvBN rxn
CnAttrnD, anrl by tlreso prerente Dorg Clvr AND Gn,rNT rrnto the aald clnlmant and to the helra of
tlrc rnirl clalnrent tlre tract above dercrlbed;To Ihvr rxo To Ilot,p the eeme, togcther wlth ell tIe
lighls, prlvllcges, lmruurtltlca, nnd appurtenrncel, of what-aoever nature, thereuttto belonglng, tlltto the
aoirl clrrlnrnrrt arr,l to lho lrolra errtl rerlgnr of ttre rnld chlmant forovor; cullJect to eny veeterl atttl
accrttcrl u'ntcr rlglrtc for mlnlng, agricultural, manulacturlng, or otlter purpoaer, and rlghta to tlltcher
anrl rr.retvolrr uaed ln connectlon wlth such rvntcr rights, re mey be recognlzed and acknowleds:al by
the local cuEtom(r lavva, nrrd declalona of cotrrta l anrl there is roaorved from the landr hereby grtnted, a
llght-of-u'ay thereon for dltches or canall conatructed by the ruthorlty ol the Unltod Stater. Except-
ing nrrrl reservlrrg, alao, to tlre lJnlterl Statec, puraunnt to the provlrlonr of the Act of Auguat 1, 19.16
(00 Stat., 761-r), all urarrlum, thoriunr or arry lther materlal u'hlch la or may be determlncd to be
grecrrlially easentlal to the production of flrrslonable rnaterlnlc, rvhether or not of commerciul valtte,
[ogctlrer u,lth the rlght of the [Jntterl Stater through ltr authorlzed agontr or reprerentatlver nt any
tlme to enicr upon thrr lnrrrl nnd proapeci for, mlne, anrl removo the rame.
lN TEgrtMoNY Wltrlror, the underrlgned ruthorlzed olllccr of
the Bureau o( [,end Uenegement, ln accordrncc vlth tha
provlslonr of the Act of June l?, 1948 (82 Stat., 4?6), haa,
ln the name ol the llnlted Statoa, ceuaed theet lotton to Ix
Ynade Patont, and the Seal of Ule Bureau to bo hcrounlo
rffixed.
0twx under my hand, ln tho Dlatrlct trl Columble. thelltIRD day o( N6VB4BER ln the year o(
our lard ono thourend nlne hundrsd end FII'IT-IJO
end ol tlrr Independence of the Unlted Stater the ono hundredend sffrntlrr-srnntrtfl.
Ifor tha DlrteLor, Buroru o( Lend Mano'glemant.
;itril,
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Pa ron! N*n,bor . .. I I l liT ll ll.ta- lEa.a r t. ..t-G.r Errrrr. ,.r.t
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Ruc,rrrrr:cr ,., - I /.93 ----o'cr,,ck -Ci-,r,r.. -- ldAY -
.-,,=---..-1"' : -::=#-?==?k?..,,!*,CARBONDALE LAND DEVELOPI,TENT CORpORA'rioN, AColo
whose rtrlrlrcss is
r982 --,--r1rY:r- r$$$ ilct7lg
.,:./""::
do Corporation, -
. GARTIED
#J'Ij'ffig ex. .,
840 S. Adlms St.. ,
City and Countyof Denver ,andSLntcof
Colorado , for the considerution uf
Two Thousand Dollnrs, in hlnd pairl,
lr
hereby sell(s) unrl quit claim(s) to Bruce Kistler
rvhose adrlress is 840 S. Adams St.
Clty and Countyof Denver , und Stnte of Colorado , the iollr.trving leal
property, in tlre County of Garf ield , and Stute of Coloracio, io ivit:
All minerals on, in or under the real property discribed inExhibit A at.tached hereto.
also known as street and nunrher
bheirrvithnll tpl)urtenances
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Slgned this 26th
Attest:
day of Aprl1 , tg 82
CARBONDALE LAND DEYELOPMENT
CORPORATION
Secret.ary
sTATlr oF'cor.oRAD(),
1.".Clty and County0f Denver I
Tlre forcgoing irrstr.ument u'ns ncknorvlet.lgerl hcloro mc tlris 30thdnyof April ,ll) 82 .by Bruce Klstler and JanetRespectlvly the President. and Secret.ary of CarbondaleCorporatlon, a Colorado Corporatlon
Ilty comtrrissi,rn cxpircs \+-u \ ? \n gS
lVjtness nry hrrnd and r.rfficiul's\nl
F. Kis t ler
Land Development
orado Coppo]:ation) --
President
,,.,iffi-lmi '
Jackson
Colorado
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80210
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PARCEL I:.., \1 Dot( 5gg rlrt?1,1
A parcel of land ln Lol I6, SectionA; Lot 7 and th\SE!;liiri of Section ll;
and Lot i, E{lil'.i, iJlrilEli, and ilrikSEk \f\ecCion 14, Torrhship 7 South, Range BB
l'lest of the 6th Princlpal i'leridlan, qrYibed as fol lor'rs:V
Beglnnlng at the llorthr$\t corner of th\lD-.'lEk oF sald Sectlon 14;
thence Southeriy along \r\East I lne of iuid illilEt of Sect{on 'l 4 to the ilorth-
east corner of a parcel \5\and corrveyed to James A. Caln and Kay C. Ca'ln by
deed recorpql August 7, l:\f\ in []ook.103 at page 567 as Reception iio. 24.1053;
thence alo$the bound,rric\gf sald parcel conveyed by deerl recorded in Book
403 at page\67, l{orth 40'00'00" 'rlest 56.49 feet, nrore or less; 93-52 Feet along
the arc of d\urve to the rlght havlng a radius of 4?3.66 fcet, the chord of
which bears ll\t\ 33'45'00'' llest 93.33 feet,; 71.?4 f eet along the arc of a
curve to the leY{ havirg a radlus of l48.:i5 feet, the chord of which bears
llorth 4l'14'52u East 70.56 feet; tlorth 54'59'44" lJest 96.34 feet;83.4.I feeb
along the arc of a curve to the rlght having a radlus of 197.49 f:et. the chord
of which bears llorth 4f l0'.l3" llest 87.68 feet; iiorth 29'20'q4" Ilest 132.90 feet;
75.20 feet along a 60-fool road easeorent and along the arc of a curve to the
rlght havlng a radlus of 234.24 feet, the chord of uhlch bears llorth 20a09'55"
lJest 74.38 feeti llorth 79'31'00" iJest 498.05 feet more or 'l ess; South l0'40'03''
'itest 732.29 feet; and South 6l'19'43'East 1.l43.54 feet to the East llne rrf
. the .lMkSEk o f sa ld Sect{on l4; .t.
thence along sald East llne souih 0'l'.l5'04" East to a polnt on the llorth llne
ol-a-parcel of land conveyed to John G. 0'?rlen anc Hrry E..0'Crien by deed
rccorled Decer.rbcr 8,1912 ln Eook 433 at page;s5 as Receptlgn llo. 256309;
it,"n.. alon3 sald llorth llne llorth 4f l3'55; 'Jest 2$.?6 feet, liorth'1q!1'li"
ri"it SS.SI ieel, tlorth ef ta'?4" iJest 80.67 feet, llorth 6Il1'27'l.'est .l09-'10.
feet, ilorth Si,.j3'57" liest 283.41 feet, llorth 6S'0C'11" llest [79.06 i::!l,lgith
59.'l i,50" llest 149.01 feet, ilorth 5f 55'45" tiesl 392.69 feei,\liorth 55'54'51"
!lest 233.12 feet, ilot'th 4C'07'03'''lest 9?6.0'i feet,-Im-rtir{!iq4'5l" ilest Z)5'01
feet, anC alonE the South,resterly rljlr! cf way of a County P'or}.'. liorth 4I13.'.|5" i
iiest'129.95 feet to the East llne of ! parqqLaf-r.{d.onuoyui-ib'ii;,;;..;-'Citip-','l
br-Je.J reiorrjed August 25, 1971, 1n Bool. a/ at pag\'13! as Peception ilo.
03.03' jC', East to. the South right oi' rray I lne o\he CounEy P.oad describeC
in Ceed to Frank Sutey recordeir866ter,Btq 17. 195\ tn 3ock 353 at paSe 46 as
Receptlon ilo. 222794t / \ih;il; along salC Sogth I lner/ilorth 5f 02'\lest 179..13 fcet ncre or 'l css,
floirt'-SC.iS: ,lest tt.i.-Zi fo"{, fro.*r 5l'02'l liest .l35-09 feeL, ilcrth-Sl'l9' l,lest
25084 6 ;tf,.t." alon; tlte East, liorth, and lJest tlo\a1!9i-g'LZ'J! Parcel. conve-ved by
iceJ-io.oraia ln Oook t,22 at page'130, llort\0(0)n1'Iest to the lior-theast
;;;;";;-i;;it' oj'sl'04" llest b:6.:c feet to t\'tlorthvest corner, ,anc Sorrth
'zoz.ol feet, llorth G6;ar' ,,1"s\i t96.01 f eet/ and liorth 4y 17' h'est l55.'i7 feetl
tfl"i." ilcrth 0'.03,3C' tlest 3E'^tr 95, f eet lolhe llcrtl'rvresi corner of Lot 'l in sald
beginnlng.
EY*.nrr. A
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Carl es of,
Sectlon 14; \"\-/'/
ihin.o lJcsierly qlli{tne Sotrtherly llne of said Lot 16, Sectlon l0 to theth.:nce lJcs terly 4lrnq the 5otltherly I 1ne oi sal G Lot I c' | )csL
i',ies terl v I I ne o/ sai'J Lo t I 6;
itun."-il".thery'y alcnS thc l,qsterly llne of sal'J Lot l5 to the llortherly'llne
of sairl Lot l5[ I
if,on.o Eisterld alonr the iio/tirerly llnes of salC Lot'lE and Lot 7 and the
Ssrrs.Jk of SectiLo 1l-to tirlEascerly llne of sald SEr"5:'il;
i;;;;; ioutnerty\.rnS;*t( Easterly'llne to th: Scutheast corner of sald $fi';$:il:
ii;;;; iiii.iiy'aloni-fhs llortlrerlv 'llnc of sald Sectlon 'iri to the Fclnt cf
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il"j'.ilEk an,l the S!'rI..P. oF Sectlon 23, Tornsirlp 7 South, I:an?e eJ iiest of the 6th
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Prirrclpll iierldlan, rlescrlbed as follcrrs:
Seglnnlng at'..!re i{ortlrsrst cornsr of sairj ll'j'';:lfl.;
th:nce Soutlrcrly a)on1 tha Easierly llne cf sll,jof salC il.l::.15!.il
Thlnce ilesterly alorr3 the Southerll' line of saldof :ald 11-:iil5!i
thence Suuth..:rly a'long the E:sterl;: I lnc of saf d
of sald SEtiLft:
thencg tlesterly along the Southsrly llne oi saiCcf s.rld Ss!-Jliai
thsnce l{ortherly a)onE t}rc uesierly llne of sii,l srtrl.t to the ilorthrre:t cornerof said SEtlllrnr: ; !
tirence [asterly along the llorther)y ]lne of said S5li:lk to the tiorih;asi coi-narof sai C SE-J,lli; !
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of Sectton 231
li&:let to the SouUrarst corner
li,,lli:iEl to ths Soutl-,vest corne;-
SEtril,Ii to the Southe:st ccrner
Sft:tJt to the Southvest corner
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tlrence ilortherly along tire.iesterl.y line of salrl tt:i\ril; to the iiorth line ofsald Sectlon 23; \
.thence liest along the SouLherly llne of said Sectlon l4 to tl\e South,rest cornerof said Sectlon 11; \
thence llorth alon3 tlre ilest llne of sald Sectlon l1J6--t-;s.-:lo[th tine of Lor sof sald Sectlon 14; \thence Saster)y along tire ilorth'l lne oF tot i,{6-\ souttnrest c\r.ner of parcelof lanj ccnvoyed tc llo;r:r E- Cha;.r.:rn ,"rr.*4,;,ucrsil zi-, ifii, In EooL i?2 at
lrage l3C as Receptlon lio. 25CllLi6; ,/ 'l
thcncc along the southrrly llne of sald 1[rce1 oi 1/ot conveyec to lioner E.chap:rnn,Soutlr 54'27' l5" East .l053.52 feet\t r{ni tlre Sovthcrl.v llne ofparcel of _i and conveycC to John 6. 0'[]r{ en on$r7 E. 0,[_lri cn b;, ieel re=or7clDece:ber a, 1912, ln tlook 43s at;4q!5i as Relqriion ilo. ?563J!, Sout,r 53:0l,llEasr to the iiorrh:ves r;;;n"; q4il\ i;,;';N,,;;.1"1" o.reh F. irarby, ..Ir.
anJ l{eryl Lavrun lta;'}y by def rocordec s\tur5cr 22,1969, ln gook 4!4 it page
5$4 as P.eccrtlon 11c.2t,4i5?;l \
thence south 0l'.l5'04' rast pcc feet along/the i.'ester'ly llnc of sald parcel
conve-veC by Ceed recordeii irr$ock ti04 at y':le 5Sl, -
llranrp ilnrtir Q(i'E'.rn-1i'| F:ci 7\,i F-^t .1^./- lr,^ i^..11 1r--. ^r --i-r ^.--^r r- .L^
conve-vecbyceerliecor,leiji',\lo.r-coa-iiil.i.-;ii
thence ilortir 39'5ji'0,1" east 7)\$t rlrlr ttre 5oi,th'llne of sairl parcel to the
Ipoint of becinniy2-
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oor Lord orc thouoit ninc Lundrcit sl6aeventy_onc, bctticr
CARBONDALE LA ND DEVELOPMENT CORPORATION
e corpontion duly orfulrtd rnit cr.irlinj udrr ioit bj vlrtur ol tlo terr ol tlc gtrtc o( Cotondo, of thrint prrt, ruit JOIIN MARSHALL SIIRLINO. -
to thc uid party ot rlre ittt prrt b hrnit prlllr t! ra.lil prrty
t r h c rr by c on tcsrcd en d e clor ovl cd s.a, r., I f,il.ltilL**ra
of ttc rccoad prri, thc rccrlpt thcrcol
gr€ n t s,''llr-*rrtirrstnruurdlTnitl Uiltl;;1166-,{pf and
by tharc prcccntr dott to ibc .ld prrt y ol tlc
rccbnd parr, hrs hern enit rurSnr torovcrrurrn0ilr$t{rftFrt @snErilt$lrut6(m8ilrtEmumiilqfl
and
rtd dftftci@*,cbbrs
rtdn%r*r,.xftrri**&(%
rl
rrr tt t t Ie J :::;";j? :: -1"""'1".nt and rlght -of --w^av- for roadway acces a and
*l [:lrt i : : i :i ].."8n i.. i:T,lI, rJ 1, ! i{,li'-f ii:'# +,- ;f i h ";
- -
twenty-five (2s) f";t'::"Jl:r,":i:,!,il",1\,:i,I;jj.",::ln:l"i.Jili,::,",
r _ Beglnning at a fjolnt on ttre nasterivI corner u1t""""n ""ra's""ir.,""i; ;;';;'{"'i::,"::"J1";xi:lyi. ilT"ri,n.feet; thence along sard cenrerrine raJ.li'r""t along the arc of a curve to theleft lravlng a radius o-I 4?B.oz r""tir,"'"i""a
"rwhrch bears: s. 36"20,30,, w.r82.286 feet; thence,2.1B.61 r""i "r"rg;;;';." or:.-1Ir: to.rhe rtsht havlng aradius of 325'25 feet the chord "r *ttn'i*rs: s. {?ol5'oo,r rv. Ilz.63 feet;thence l4Z, l3 feet along the arc of " "r.i"'f" the left having a radlus of230.93 feet t'e chord oi,'utrt"tr ie".l:'i.'io.s,sz,,w. t{q.-66 feet; rhence s.32'36t4r't lv. 99.38 f.eet; thence ii.is i""i"rong the arc of a curve to theright having a radius of 63.00 foot ttl" "1..i "f which beare: S. S0.lS,2g,r lV.38. l3 feer; thencc s. -6?.S2,t8,, w. ir1. ii'i"",, rhence ros. iz ro"t along thearc of a curve to rhe -reft,havrng " ."iiu" oi sgt. It reet the chor. of whrchbears; S. 53.19,02,, W. l9l. Ua- f".,,-rt*ri"e S.. 38.45,3?,, W. 286. ?l feet;t'ence 2?.32 feet along the arc of a;,,;";'t; the left haylng a radlua of7t.ZZ teet the chord oirvhlch tru".r,-S.'iiiqu,Zr,, W. 2?. l5 feet; thence S.l6'4?'00" w' ?'84 feeti thence zg.zz ieeiatong the arcr o[ a curve to thcrlg't havrng a rarrius oj {0?.2g reet ir," "i""a of whlch beRrg: s. 22.r1,00,rW. 76.68 feer; thence.?6..90.feer."f.ig,h;-"""_lf
1"r-"_r-1J9 thc rlght havlnge rnrllrrs of 2c3.60 feel thc chord of *i,f "f, b]o""., S. 3S.0S, 1e,, W..ZA.Bg feet;thcnce s. -tz'35'25" w. tB0.gl rcetr rieic. a1a11";, "r".g'ir,"'""" of r cqrvcl:",#l;l f 'j?r; ::lj::j^,_ll.es''6atr "hord or whrch bearrr s. ]1Ig-sl{?1, E. ?7.6s reeti rhcnce sr. *-ie;i et;;;i;i #jT:.ilil.r,o,norlglrt
'aving
a radrus of 4?.60 reet tii "-r,oJor *r,rch bearr: s. b.t.0s,50,, E.30.78 fcet; thencc S. 35"22r4.7rr n. iZ-,ii'i.",,-!hc1ce lOo. t0 fccr along thcnrc ()f rt crrrvo to tlrc rlght havlng a raOtua otfll.gg fecl the chord ol whlchboaror s. t0"28'5s,r E. 00.38 f.or; *,unio iio.az lcet along tho arc ofa curveio,re rcft hnvrnc ! rndru' or r53. rz ri.iitt.""hord of whlch benrrr s.2t.sB'Oo" E. I26.42 teo\ rhcnce s. iti'l;;;,,E. lz6.{l fcet; rhcnce 277,01fect along thc arc o[ q curv_o to thc rlght f,iufng a rsdlua ol $35.61 ,ectl!:#,i# Jj"ljj :rj,::,:";- ::, 1, 1i,i,i:' e."l in. 5{ ree r: rhcnco ?6.,, 3 rcot
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alons rho nrc or n curve ro rho rrghr ioulns "'l"ll"l"il'rT.'Jr"?.il',L1l"n"i"ollr t ! r.\:t.:lll-:t;t!$-<r.r rGn tnJr.+ t.a,_ ^.ffi
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Ecordrd ..4:?5*.-:o,.ro"r P. - pobruar:r 16, 19?Z
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EASEllElrr AllD RIc[T_oF_t{AY,Tntsf.i-'llruae rri toth day ot Auguar h tlc yar ot
. one Dollar and other good and_varuabre conarderailon,
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Book aJl Hccordcd at lO:2g l.ti.Page 168 Heceprton-lto. ZSiaii"'
loLI Cnoss ELECTXtC ASSOCLTTIOll. Ilrc.
R IClft-oF- LAY EASE{Prr
XNOg ALL Hf,i il fIESE PRESEI|TS. fhrl 31r" undcrrtgncd,
CANBOIIDALE IAND DEVELOPXIrI
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October Z?, 1972.tjI Ia Stophena, Recordcr.
Pretldcnt
for e good and vrluablc conrrdcratlon, thc rcccrpt vtrcrcof Lr hercby rcknovledga{.doer hcrcby grsnt unro *oly cRoss rrr6rnlc rsio"rtrrox, Ilrc., e coop.r.ttvGcorporrt(on, vhosG port offlcr addresr lr Glcnrcod springr. iutor"i,-.na,o(t! succcsrorr and atslgnt, thc rlght to cntcr upon iendi of tha un,tcrrt3ned,sltuatG tn th? County of Gerftcld, State o( ioto."Oo, dcscrtbcd er follow:
All of Sectton l4 cxccpt parcclr A end ! of Exhlblt t ofTomshtp I South, Ranga 8g lJert of thc 6th ?. H...and rrmorc fully dcscrl.bcd rr rccorded tn Book 37g, laic 226,Garfleld Couoty Courthousc, Colorado,
and to,constructr reconrtruct, cnlargc, opcratG, Elntrtn aod rcrcvc rn clcctrlcrransmrrrron or dr!trlbutron, tlne or "y"t." srthln thc abovc dcrcr{bGd lrnda,upon a llnc dcrcrlbed ar follovr:
A.rtrlp of land b.l.ng tcenty f"ct ln vldth, batng trn fcct on elthcrrlde of ccntcrlrnc, begrnotng rt pole rtt ir J"rcrrbed 1n rtrrrnBshect 62.o( Sectlon p of llCEAts offlctrl staktng log, thencc ln I!outhee!terly dlrectlon rpproxtmtrly 52j fcet to n.e polr rll_lland lncludlng cn lnchor. th.-pornt oi cndlng. Thr, errmcnt cont.lotapproxlmarcly 10,500 rquarc fcrt.
And, ln addttlon, thc undcrrlgned hcreby grantrIts- succ€ssorr snd arslgnc, the rlght to It.",mrk or oth.rvlsc, vlth(n, tuenty (oot 3trlp.of sald rurveycd I lnc rr herclm bovc acscrtuli -tr€.!, .ven though outstde of satd teenty footto strlkG thc slrcs lo felllng.
The-underrlgned agrcer.thrt .ll polcr,sald Coop!ratlvc on thi abovc dcrcrlbid
t he Cooper6 r lva end sha I I br renoveb I c
Thc undcrstgncd €ov€nlntt thrt rt r. thG oh.r of.thc abovc dcscrrbcd landrand that thc srtd lands arc frcc and "t""i oi-.."r6brrnccr and llcnr ofvh6trocver char.ctcr cxccpt tho!G hcld by tne iotfowtng:n:!. n://c*' c Z '1'- 4^^o 6,,. ,/u 2., sV"/- S. X.az-,/ .F C:8f,.'- '/
ulrG and other facllltlct, Inrtellcdlandr, chall rcruln thc propcrty oI.t thc optlon o[ thc Coopcretlvc.
IN. I.IITNESS lrilEREOp, undcr:tgned hal caurcd ltr offl.clelsubscrtbed by ttr pr€rldent,.tt.sted by lr. Secrcrary,day ot (,-ct.. 1..., , tg2_J__.
At t G. t :
)) rr.
te7l,byt
vITXt9S my hend__end ol(lclrl rrel.li; Cc:c?::}r .-.t-.- i-.__l'r Cc:etrlci c::'ri, f.r, ,1, ,rrrttvcomlrrlon rrplrrr
.a r Sec rc t I ry o f-EiiIiiiiT. lrod Dcvcl op'Gnt .
C.
r to rrld Asrocletlon, rnd toall treer and bruth. by mchtnebctng tcn f€ct on clthcr rld.and thc further rtSht to cutrtrlp, L+rlch !rG tal I cnough
nabe to bc hcr€uoao
on thls thc )/
er ?rcrldent
by
) 6.2 --. (.
!. thla dey o(
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BY SELLER
INDEMNITY
L6t46
TO BE FILLED IN PERSONALLY
OR BORROWER IN HIS OWN HANDWRITING
AND AFFIDAVIT AS TO DEBTS, LIENS, AND POSSESSION
USE SEPARATE FORM FOR EACH PARTY
PARCELS ]N SECS 11 AND 14, TP. 7 S., RG. gg W.
GF#
SUBJECT PROPERTY:
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STATE OF COLORADO
C6UNTY 6p GARFIELD
Before me, the undersigned authority on this day personally appeared
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Seller or Owner-Borrower*
Contractor (if new construction)
personally known to me to be the person whose name is subscribed hereto and upon his oath deposes and says that no proceedings in bankruptcl or
receivership have been instituted by or against him and that the marital status ofaffiant has not changed since the day ofacquisitilon ofsaid properryand represents to the purchaser and/or Lender in this transaction that to my knowledge there are:
l. No unpaid debts for plumbing fixtures, water heaters. floor furnaces. air conditioners, radio or television antennae, carpeting, rugs, lawnsprinkling systems, venetian blinds, window shades. draperies, electric appliances, fences, street paving, or any personal prop".iy o. fi*tu..,that are located on the subject property described above, and that no such items have been purchaied on time payment contracts, and there areno security interests on such property secured by financing statement, security agreement or otherwise excepi the following:
Secured Party Approximate Amount
2. Noloansorliens(includingFederalorStateLiensandJudgementLiens)andnounpaidgovernmentalorassociationtaxesorassessmentsof
any kind on such propertl- except the following:
Creditor Approximate Amount
3. All laborandmaterial usedintheconstructionof improvementsontheabovedescribedpropertyhavebeenpaidforandtherearenowno
unpaid labor or material claims against the improvements or the propertv upon which same aie situated, and I irereby declare that all sums ofmoney due for the erection of improvemenrs have been fully, paid and satisfied.
4. No parties in possession other than affianr except as follows:
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(lf NONE write NONE on blank line)
*5 To be filled in ifa sale - iThe Seller is not a non-resident alien, foreign corporation, foreign partnership, foreign trust, foreign estate or otherforeign entity 1as defiined in the Internal Revenue Code and Income Tax Regulations). Seieris U.S. employer identificarion iumber (or socialsecurity number) is
is an individual) is:
Seller's address (office address, if seller is an entity; home address if seller
be disclosed to the lnternal Revenue Service and is furnished to
.1445 of the lnternal Revenue Code_
INDEMNITY: I AGREE TO PAY ON DEMAND TO THE PURCHASERS AND/OR LENDER IN THIS TRANSACTION. THEIRSUCCESSORS AND ASSICNS, ALL AMOUNTS SECURED BYANY AND ALL LIENS NOT SHOWN ABOVE, TOGETHER WITH ALLCOSTS. LOSS AND ATTORNEY'S FEES THAT SAID PARTIES MAY INCUR IN CONNECTION WITH SUCH UNMENTIONEDLIENS, PROVIDED SAID LIENS EITHER CURRENTLY APPLY TO SUCH PROPERTY, OR A PART THEREOF, OR ARESUBSEQUENTLY ESTABLISHED AGAINST SAID PROPERTY AND ARE CREATED BY ME, KNOWN BY ME, OR HAVE ANINCEPTION DATE PRIOR TO THE CONSUMMATION OF THIS TRANSACTION.
I realize that the purchaser and/or Lender in this transaction are relving on the representations contained herein in purchasing same or lending
money thereon and would not purchase same or lend money thereon unless said rlpresentations were made. If Seller or BorrJwer is an entity, Ihave authority to sign on its behalf.
Ozu\TTON
Sworn to and subscribed before me this _ dav of l9_
Notary Public in and for,
County,
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+ NOTE: This form is to be filled in and signed by selle r in case o f sale. If no sale, it is to be filled in and signed by the o wner-borrower. If there isany new construction, the contractor must alsojoin in this form or fill in and sign a separat; o ne.*lf seller is a non-resident alien, foreign corporation, etc., call your manager or Houston Legal Department.
NOTE TO B U YE R: Buyer must retain until end of fift h taxa ble year following ta xable year of transfer and m usr file with the I nternal Revenue
Service if required by regulation or otherwise.
Rev.9.85
(20M 4-88)
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4,f : BLM
BAB'/ BEA['rw a\\Lot ?SUB..DIV.6.9 Ac
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7.7S-R.BBW.
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SE E\'M AN
ADJACENT OWNERSHIP MAP
MAP 1-5
PINION PEAKS
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il4
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ADJACEhIT IANDCX^/I{ERS
I Ref. # ov,rner
. 230 Weiss, i{athy D.I #Lk;rJi,,,u,,
I llii'n.rH.Tr*,ronv
Carbonrdale, CO 91623
t i$ H*fllll*iery1 rtronrson and G. Nsuton
I 234 ::5';_:"'::'],u**s, Bradleyo.
0525 Cactus Flats Rd.
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Carbondale, C0 8L623
235 C,amb1e, I4.ia M. and Jerrlz L.I L}.H;lil *,u,,,
217 Johnson, Ed,^rard and Jane11 L.t m":u,$'Jia,,,"*^"**
I 066 ffir%::'rj:Trl' and satrndra s'
Carbondale, CO gl_623
t 067 Hood, David C. and Nanq/ Nunnally
, ,001 }brtlnvest 39th St.
I 068 ::r#',Jl:*,eline
2083 Co. Rd. LtZ
I Carbondale, Co 8L623-9645
069 l,hnsfield, [ichael L.I L3;ril".1',11u,,
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163 x%i?"Bti' u' and carol]m J'
Glerrvrircod, CO 81601
I 064 sH"I:: H:lii} D. and carol r.ee
Carbondale, CIO 81623
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t ADlACmi'I IANDCX/hIERS
I Ref. # G*nerI
257 Tarsoflr KarI G. and lrhdeleineI f,i.l; H't,?ii'*'"'o'
r 063 Cain, Sharon L. and Galen p.
I 1264 co. nd. LI2
Carbondale, CO 8L623
t o7s StfHl;rH; *u Debra P'
Narberth, PA 19072
I L.s ili ffi?"tH:::ilrT:li!,,,0
t up cattre ffi,';"::::: Mjacenr r.andowners
I 002 C1ose, David S. and Den:ise D.I p.o. Box 765
Basalt, CO 8162I
I oo3 fil=;x?ffi "'
I oo' :::',",*T]'*" Ruchirre
0073 Rocky Rd.
I Carbondale, CO 81623
009 Hurrdley, Jonath,an B. and ltystal I.
I 3;3**X;:fi.n., .o B16rs
- 0I0 Flanner, paxton M.I ;l;*;,H**
Kansa, IL 61933
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Nicholas Lampiris, Ph.D.
CONSULTING GEOLOGIST
0793 VALLEY ROAD
CARBONDALE, COLORADO 81623
(303) 963-3600 (24 HOUBS)
l"i*r-,::lr I S, I'?i:l{'/
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Lincoln DeVore
1000 West Fillmore St.
Colorado Springs, Colorado 80907
(303) 632-3s93
Home Oflice May 9 , L979
Sundesig.nsI3I5t Grand Avenue
Glenwood Springs, CO. 8160l
ALtn: Ted Robinson
RE: GENERAL IIWESTIGATION
&
PERCOLATION TESTS
CATTLE CBEEK SUBDTVISION
GARFIELD COUNTy, COLORADO
ci -.J!! .
Transmitted herewith is a report concerning an on-sitegeologic investigation and percolation test for a pro-posed subdivisj-on located at CattIe Creek in Garfield
County, Colorado.
Respectf ully submitted,
LINCOLN-DeVORE TESTING LABORATORY, INC.
Byt
Rev:--eweProfessional Geologist
,r/ --4 --/"/@ruetV 'Q' @'zn-n-
Reviewdd by Nancy B. Lamm
Professional GeologistMT\{/vfb
LDTL Job No. cS-1016
lrr* Hishway 5o west
Pueblo. Colo 81003
l,ro.,
s4G 1 1s0
P Q 9ox 1a27
Glenwood Sprtngs, Colo 81601 pGIIBIT(303) 945-6020
PO 8ox 1882
Grand Junction. Colo 81501
(30s) 242.8968
P.O. 8ox 1643
Bock Springs, Wyo 82901
(307) 382-2649
Mi-bhael T. Weaver
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INTRODLTCTIOI]
At the -request of Ted Robinson
of Sundesigns, personnel of Lincon-DeVore conducted an on-
site geologj-c investigation and percolation testing to determine
geologj-c constraints thaE wourd affect the cleveropment of a
proposed subdivision on Catl-Ie Creek.
l}ris site consists of approximately
240 acres,'located about 4 miles east from Highway 82 on
Cattle Creek j-n the southern half of Section II, and the north-
ern portj-on of Section L4, Township 7 South, Rang:e BB l^lest, of
..the 6th Princi-par Meridj-an. The site is an uprand mesa with
good exposure; drainage appears good vriEh infilb.ration pre-
doniinating over runoff . veget.ation consist,s mainry of thick
Iarge pinyon pine and juniper trees, vrith sagebrush and cactus.
It is our understanding that lot sj-ze
wirl -be approximatery 5 acres and thaL water availabiliby is
being addressed by another engineering firm. On-sibe septic
disposal is proposed and the results of the preliminary per-
coration tests wiII be presented later in this report. Land
use in 'Ehe general vicinity includes dry land farming and
residential developnent
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GENERAL GEOLOGY
The ivestern port -r of the site con_
sists of outcrops of the pennsyrvanian-permian Age Maroon
Formation (pqn-see plate I). The Maroon Formation consists
of red to pink, thick to thinly beclded sandstones, siltstones,
and shales with thin widery spaced grey rimestone units. The
units have been highry fracturecr and rocarry contorted; units
along the northern boundary seem to dip to the north with a
moderate dip (zoo 250), whereas units a10ng county Road 103
west of the site appear to dip slightly to the southwest.
Teritiary basalt flows (Tb) have covered
the Maroon Formati-on units on the eastern portion of the
with smarr, thin, scattered caps of basalt on the western
of the site. This unit is a highry vesicurar Lo massive,
grey' olivine basart, which !s highry fractured ancr prone
chemical weathering.
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s ite
portion
dark
to
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ENGINEERING GtrOLOGY
Slope stability -_; the majority of the
site is good, r,vith the excepEion of a very steep slope j-n the
central portion of Lhe site which has been labeled on Plate I
as a pobential unstable slope and rockfall area. The slopes
along the northern boundarlr which drop-off into Cattle Creek
are also included in this classification; a proper set-back,
from these steep slopes should .be established and maintained
for any proposed development. A fairly large landslide (Ofs;
has occurred along the steep slo;=of Cabtle Creek and, although
Iocat,ed off the sit.e, emphasizes the potential unstable naEure
of the slope.
No evidence of debri-s flows r^/ere en-
countered on the site, however, this potential for flows within
the gullies along the southern boundary exists and, therefore,
no construction should take place in or nea-r these gullies. Some
soil creep was noted on the steeper slopes, but proper design
techniqtles can mitigate this problem
Soils on t,he site wiII be highly variable,
lv expansive clavs derirred from tfr" f.=.ft flowsfrom mqderately expansive clays deri'red
to silts and sands cierived from the I'laroon Formation which, in
turn, may be prone to hyorocompact.ion. Corros.ive minerals may
also be encountered in the soils derived frorn the basalt a..r^r..I
Maroon Formation.
Due to the variable soil condiE,ions
existing on the site, x site specific soils investigation.!
a.re recommended to determine areas of swelling soils, corrosive
soils and soj-Is prone to hydrocompaction. Foundation recomm-
endatj-ons for proposed structures on problem soils can be ob-
':.
tained from such a study
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Erosion should b^ 'l ow in basalt,_clay
areas but cou.I' Je moderate to severe in,--*Is derived from the
Maroon Pormation. Drainage should be carefully controlled and
efforts should be made to retain natural vegeracion as much as.
possible to prevent erosion in t,he development. No unusual
construction factors should be encountered with the exception
that many areas of shallow bedrock wiII be encountered and rnay
require blasting for excavatiorr.
Groundwater appears to lie fairly deep
as iE was not encounE,ered.in any lo' test borings. No springs,
seeps, bogs or wet areas were observed on-site. Further soir
testing may estabrish the depth to the water tabre, but it does
not apPear that a shallow wab,er table would affect the proposed
development.
o known radiation hazards exisE on or
nedr the site, and no unusual seismic risk is associated with
this site. rn addition, no potentiarly extractabre minerar
resoufce's were observed on this site.
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SEPTIC DISPOS"
Iline preliminary p,ercolation tests
were performed on the site (see plate I). Ifighty variable soil
conditions were encountered across the site and equally variable
.percolation rates were observed. The following table gives rates
and special no-ues on tests:
Tests #
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3
4
5
6
7
B'
9
Percolation RateMinutes to DJop One Inch
30
4
60
60
3
30
40
60
6
llo tes
Basalt Bedrock @ 6'
Caliche Zone 2t - 4t
Caliche Zone 4'- 6'
Maroon Bedrock @ 4'
- Maroon Bedrock @ 7,
Basalt Bedrock @ 9,
It would appear that there are rnany
areas where adequate soil cover and suitable percolation rates
wirl bo foundl however, the presence of a sharlow bedrock or a
caliche zone in many areas may require the construction of eng-
ineered fills or elevated sand filters to retain the effulenr
for effective bactdrial treatment,' the construction of an evapo-
transpiration system may be a feasible alternative.
In surunary the site appears suitable
for the proposed development v,,ith the following considerations:
l. Devel.opment should be restricted in areas desig-nated as potentially unstable sropes and rockfalrareas and in the vicinity of the gullies alongrthe southern boundary of Ehe site.
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4/86
33--Earman-Rock outcrop ccmplex, 12 to 65 percent alopes. This map
unit is on mountainsides and ridges. Elevation is 6,000 to 8,500 feec. he
average annual precipitation is 1 1 to 16 inches, the average annual air
ternperature is 42 to 44 degrees F, and ttre average frosE-free period is 70
to 1 05 days.
This uniC i" 45 percent Ears.nan very stony sandy loarn and 35 percenL
Rock outcrop. Earsnan soils occur on less steep slopes and the Rock outcrop
Portion is in steeper convex areas EhroughouE the ccxrplex. The conponents
of this unit are so intricately intermingled chat iE was not practical to
map thsn separately at the scale used.
Included in this r:nit are srnall areas of Arle soils, Ansari soils, &d
similar soils viiich are deeper to bedrock. lncluded areas make up about 20
percent of the total acreage.
The Earsrnan soil is shallcx^r and scrnsatrat excessively drained. It formed
in residutl'n and colh:vir-m derived dominantly from redbed calcareous
sandstone. Tlpicarly, the surfaee is covered with 5 to '10 percent
flagstones and 5 to'15 percenL charurery fragnents. A thin layer of
partially deconposed needles, Ewigs, &d leaves is on the surface in many
places. lhe strrface layer is reddish brown very stony sandy loam 5 inches
thick. the upper 9 inches of the underlying material is very charunery sandy
Ioam. The loruer part to a depth of 19 inches is very charurery sandy loam.
Depth to hard calcareous sandstone ranges frcxn l0 to 20 inches.
Permeability of the Earsran soil is moderately rapid. Available wacer
capaciry is very lo,v. EffecEive rootirg depth is'10 to 20 inches. Runoff
is rapid, and the hazard of water erosion is very high.
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all urban development. Limitations are shallow depths to bedrock, exposed
bedrock, steep slopes, rapid runoff, and very high warer erosion hazard.
t The potential plant comrsunity on this uniE is mainly pinyon pine and Utah
I ::,':",.".:':,:.,,,",::";"";.."".,;,..":::::"",':," "",,"" ::.":,,",;
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vegetation in normal years is about 500 pounds of air-dry vegetaEion per
acre.
I Slope limits access by livestock and results in overgrazing of the less
I ""::":'."':,"..",',:i;,::;:'.:::::,""-'".:::,,,'"::",::":":.::::.rlooding
is
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This unit is suiEed to lioited producEion of firewood. The average
( annual production is 5 cords per acre. The average stocking rate is 100
I trees Per acre. special care is needed to minimize erosion when thinning and
I ;:;, ,::'::;: ,;',:".;;":,,,".":"-,"-":,,"':::";,,,",.. rhe main lini,a,ions
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are deprh to rock and slope in the sEeeper areas.
This map unit is in capability subclass VIIe, nonirrigated. IE is in the
I pinyon-Juniper woodland site.
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1D o, \lo o 4186
35--Urpedrado 1om, 6 to 12 percent slopes. This deep, well drained
soil is on terraces, fans, and hills. It formed in allwitm and eolian
materials. Elevation is 6,500 to 9,000 feet. The average anntral
precipitation is about 1 5 to 1 8 inches, the average arurtral air temPerature
is 40 to44 degrees F, and the average frost-free season is 75 to 95 days'
Tlpically, the surface layer is brown loan 5 inches thick. the subsoil
is clay Ioam about 35 inches thick. The substratug to a depth of 60 inches
is clay loam. the soil is noncalcareous to a depth of 38 inches and
calcareous belcnv that dePth.
Included in this unit are small areas of similar soils with darker,
thicker surface layers. Also included are soall areas of similar soils with
silt loam and silty clay loam texhlres throughout the profiles. Included
areas make up about 20 percent of the total acreage'
permeability of the Bnpedrado soil is moderate. Available water
capacity is high. Effective roocing depth is 60 inches or more. Rurroff is
medirm, and the hazard of water erosion is moderate.
This tmit is r:sed for hayland and eropland'
This gnit is well suited to hay and pastrure. Grasses and legunes gro$I
well if adeqr:ate fertilizer is used. If properly managed, this r:nit can
produce 4 tons of irrigated grass hay per acre.
this unit is r+eII suited Co alfalfa and snall grain crops. It is
limited mainly by steeper slopes in scrne areas. .Limiting tillage for
seedbed preparation and r+eed control reduces rtnoff and erosion. AIl
tillage should be on the contour or across the slope. If properly managed,
this unit can produce 75 bushels of barley Per acre.
r 59
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The potential plant ccnnrn-urity on this unit is mainly western wheatgrass,
needleandthread, prairie junegrass, mountain big sagebrush, and Douglas
t rabbitbn:.sh.
0ther less ntmerous plants that characterize this site are mutLongrass,
I Letterman needlegrass, cortrnon snouberry, Utah senriceberry, and antelope
I bitterbrush. The average annual production of air-dry vegetation ls about
I 1 ,500 pourds per acre. If the range condition deterioraEes, mountain big
I sagebrush, Kentucky bluegrass, Douglas rabbitbrush, and anrn:al weeds
increase. These plants are dcnninant v*ren the range is in poor condition;
I therefore , grazingshould be managed so that the desired balance of species
- is maintained in the plant corurn:nity.t This map unit is suited to hcmesite develoFnent. The main limitations
I are shrink-sr+ell potenLial and slope. S:rrink-swell potential can be
I minimized by pre^retting for:ndation areas. the steepness of slope is a
I concern in installing septic tank absorption fields. Absorption lines
should be insEalled on the contour.
I ILris map unit is in capability subclass IVe, irrigated, and IVe,
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nonirrigated. It is in the Deep loarn range site.
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I 36-Empedrado loaro, 12 to 25 percenE alopes. This deep, well drainedI ;::",;":",:,,;;":';,*,';"::, ;,"';:",:""::.:;1,"",,,::,:": ;.';;'."
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inches, the average annual air temperaEure is 40 to 44 degreee F, and the
average frosE-free period is 75 to 95 days.
I Typically, the surface layer is brown loam 5 inches thick. The subsoil
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calcareous below thar depth.
rncluded in this unit are snall areas of sioailer soile with silE loam and
t silty clay loam textures. Also included are small areas of similer soils
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with darker, thicker surface horizons. Included areas make up about 15
r percent of the total acE€ag€i
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Permeability of the Eupedrado soil is moderate. Available water capaciry
ie high. Effect.ive rooting depEh ia 60 inches or Erore. Runoff is medium,
t and the hazard of water erosion is Eoderate.
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properly managed, this unit can produce 3,5 tons of irrigated grass hay per
8cre. !
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XICU, X -,lJ 6l8s
43-Fore1le-Brorneto cooplex, 6 to 12 perceut elopee. This map
uniE is on mountains and benches. Elevation is 6r500 to 7,500 feet' The
average annual precipitation is 12 to 14 inches, the average annual air
temperature is 40 to 44 degrees F, and the averege frost-free period is 85
to 105 days. The native vegetat.ion is mainly woody shrubs, grasses, and
forbs with scattered sma11 conifers.
This unit is 55 percent Forelle and 30 percent BrownsEo. The
co6ponents of this unit are so intricatety intermingled that it vas not
practical to map them separately aE the scale used.
Included in this unit are snall areas of Tridell soils on knolls,
Mussel and Morval soils on swales, and basalt Rock outcrop. Also included
are small areas of similar soils thaE have sofE bedrock below Ehe depth of
40 inches. Included areas make up abouE 15 percent of the total acreage'
The Forelle soil is deep and well drained. It formed in mixed alluvium
and aeolian maEerial derived dominantly froo volcanic maEerial and
sedimenEary and igneous rock. Typically, the surface layer is brown loam 6
inches thick. The subsoil is light clay loam 24 inches thick. The
substratup to a depEh of 60 inches is loan. The eoil is neutral to 6 inches,
roildly alkaline froo 6 Eo L2 inches, and moderately alkaline below thal
depth. \
permability of the Forelle soil is moderate. Available rraEer capacity
is high. Effective rooting depth is 50 inches or Eore. Runoff is roedium,
and the hazard of water erosion is modereEe to high. Areas that contain
volcanic ash have a high hazard of erosion.
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4 3--
The Brownsto soil is deep and well drained. It formed in alluvium
derived dominantly froo coarse textured calcareous sandsEone and basalt.
Typically, the upper part of the surface layer is light brownish gray
gravelly sandy toam 4 inches thick. The lower part is light brownish gray
gravelly loam 7 inches thick. The upper 19 inches of the underlying
material is very gravelly sandy loam. The next 12 inches is very gravelly
loamy sandy. The lower parE to a depth of 50 inches is gravelly sandy loam.
A thin layer of partially decooposed needles, twigs, and leaves is on the
surface in many places.
Permeability of the Brownsro soil is moderate. Avaitable water
capacity is low. EffecEive rooting depth is 60 inches or Eore. Runoff is
moderately rapid, and the hazard of water erosion is high.
This unit is used for rangeland and wildlife habitat.
The potential plant community on Ehe Forelle soil is mainly western
wheatgrass, bluebunch wheatgrass, Indian ricegrass, Douglas rabbitbrush, and
Wyoming big sagebrush. Muttongrass, streambank wheatgrass, and winterfaE
commonly are also presenE in the poEential planE co--unity. The average
annual producEion of air-dry vegetation is about 800 pounds per acre. If
the range condtion deteriorates, Wyooing big sagebrush, Douglas rabbit.brush,
cheatgrassr* and annual weeds increase.
Managenent practices suitable for use on this uniE are proper grazing
use and a planned grazing system.
170
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Eagebrush. Bluebunch wheatgrass,
Utah juniper and pinyon pine are also present in the potenfial plant
community. The average annual production of air-dry vegetation is about 600
pounds per acre. rf the range condition deteriorates, wyoming big
sagebrush, Douglas rabbitbrush, cheatgrass, and annual weeds increase.
Management Practices suitable for use on this unit are proper grazing use
and a pl anned graz ing sy s E.em.
43-
The potential plant communit.y
needleandthread, Indian ricegrass,
If the range vegetation
The suitability of this unit
on the Brownsto soil is roainly
western wheatgrass, and l.Iyoming big
bot tlebrush squirrel tail , and scat tered
is seriously det.eriorated, seeding is needed.
for rangeland seeding is good on the Forelle
soi1. The main limitations for seeding aresoil and
cobbles
s eedbed
poor on the Brownsto
1s
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and
and
stones on the Brownsto soil. For successful seeding, prepare a
dri1l the seed. on the Forelle soi1, brush managetrent inproves
areas of range that are producing more woody shrubs than were
The main limitaEions are
deterioraEed
Ints
present in the potential plant communiCy.
unit is suited for homesite developmenE.
slope in the steeper areas and smalt stones in the Brownsto soil.
This map unit is in capability subclass IVe, nonirrigated. The Forelle
soil is in the Rolling Loan Range site and the Brownsto soil ie in the Stony
Foothil R4nge site
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4/86
I ,r-H'r1l**siorrhid ccmplex, t2 to65 percenr aropes. This
r map r.u-rit is on mountainside slopes, hills, and dissected drainages. ThisTI-unit occurs on hills and canyon side slopes throughout the soil survey area.
I This urit is 65 percent Glpstm land and 20 percent Glpsiorthid. The
ccnponents of this unit are so intricately intermingled that it was not
I practical to map them separately at the scale used. Included in this r.n:rit
I
are srnall areas of Torriorthents and Camborthids soils. Included areas make
up about 15 percent of the total aereage.
t The Gypstrn land consists mainly of exposed parent materials with a very
high rypstnn conLent.
I No profile typifies Gypsiorthids, but one cquronly obsenred is
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rnoderately deep and r+ell drained. IE formed in residur.m and collwitrn
derived dcminantly from mixed parent maEerials with very high gypstrn
'l content' The surface layer is very pale brovar fine sandy loam 8 inches
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Ehick. The underlying material to a depth of 39 inches is fine sandy loam.
r Soft rypsiferous shale is below 39 inches.
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Permeability of the Gypsiorthid soil is moderare. Available warer
capacity is rnoderate. Fffective roocing depth is l0 to 40 inches. Runoff
I is very rapid, and the hazardof water erosion is very high.
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This unir is used for wildlife habitar.
There is very little native vegetation on the Gypstro land. The native
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vegetation on the Glpsiorthid soil is sparse grasses, forbs, and Utah
Juniper.
I This unit is poorly suited to hcnaesite develo[ment. T]re main
I limications are steepness of slope, very high erosion hazard, piping, and
I structural failure of Ehe soil.
t This map tnrir is in capabiliry class VIII.
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4186
B5--Ibrval loam, 6 to 25 percent slopes. This deep, well drained
soil is on alh-rvial fans and mountainsides. IE formed in allwiunr derived
dominantly frcrn basalt. Elevation is 6,800 to 8,000 feet. The average
annual precipitation is 14 to 1 6 inches, the average anrn:al air Lemperature
is 42 to 44 degrees F, and the average frost-free period is 85 to 95 days.
$pically, the surface layer is brov.rn loam 7 inches thick. the upper 12
inches of the subsoil is clay loam. The lower 4 inches is loa:r. The
subsLrattm to a depth of 60 inches or more is loam. The soil is
noncalcareous and mildly alkaline to a depLh of 1 9 inches and calcareous and
moderately alkaline below that depth.
Included in this unit are small areas of Tridell and Shs,ralter soils.
Included areas make up about 1 5 percent of the total acreage.
Permeability of the }brval soil is moderate. Available waEer capacity
is nroderate. Effective rooting depth is 60 inches or more. Rtnroff is
meditrn, and the hazard of water erosion is moderate.
this r.u-rit is used for rangeland.
The potential plant ccxnn:niEy on this unit is mainly needleandthread,
western v*reatgrass, nuttongrass, prairie jtmegrass, ffid big sagebush. Other
less extensive grasses that characterize this trnit are bluebunch wheaEgrass
and mountain nnrhly. he average annual producLion of air-dry vegetation is
about .l,500 potrnds per acre. If the condition of the range deteriorates,
cheatgrass and Kentucky bluegrass increase.
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87-Xorval-Tridell complex, IZ to 50
is on alluvial fans and uountainsides.
The average annual precipilation is I4
temperature is 42 to 44 degrees F, and
to 95 days.
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percenE alopee. This oap unit
Elevation is 6,800 to 8,00 feet.
to 16 inches, the average annual air
Ehe average frost-free period is 85
capacity
is
This unit is 55 PercenL Morval loao and 30 percent, Tridell noderately
6Eony loam. The Morval loan is in slighEly concave parEs of the landscape.
Tridell moderately stony loam occupies convex positions. The componenEs of
this uniE are 6o incricacely intermingled that it, was not pracEical to map
Lhem separaLely aE the scale used. Included in this unit, are small areas of
Andreeson very stony loam and rock ouEcrops. Included areas make up abouE
15 percent of the EoEal acreage.
The Morval soil is deep and well drained. It formed in alluvium
derived dominanily froo basali. slope is Lz to 40 percent. Typically, the
surface layer is brown loao 7 inches thick. The upper 12 inches of the
subsoil is clay loam. The lower 4 inches is Ioam. The subsE,raLum to a
depEh of 60 inches is loam. The eoil is noncalcareous and mildly alkaline
Eo a depth of 19 inches and calcareous and moderat,ely alkaline below that
depth.
Pennealility of the Morval soil is moderate. Available water
is noderate. Effective rooEing depEh is 60 inches or ruore. Runoff
medium, and the hazard of water ero6ion is moderate.
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The Tridell sorl is somewhaE. excessively drairred. It formed in
alluvium and colluvium derived doroinanEly from basalt. Slope is 12 to 50
PercenE. Typically, the upper parE of the surface layer is grayish brown
moderately sLony sandy loam abouE 2 inches t.hick. The lower parE is very
cobbly fine sandy loaro abouE, 7 inches thick. The upper 5 inches of the
underlying maEerial is very cobbly fine sandy loam. The nexE ll inches is
cobbly sandy loam. The next 12 inches is very 6Eony fine sandy loam. The
lower part to a depth of 60 inches is very sEony loamy aand.
Permeability of Lhe Tridell soil is noderately rapid. AvailabIe water
caPacity is Iow. Ef f ec t ive rooE ing deptl'r is 60 inches or more. Runof f ie
rapid, and the hazard of water erosion is high.
This unit is used for rangeland and firewood producEion.
The potential plant, community on Ehe Morval soil is mainly
needleandthread, wesEern wheatgrass, muEtongrass, prairie junegrass, and big
sagebrush. The average annual production of air-dry vegetation is about
1r 500 pounds per acre. The poE.enEiaI planE co--unity on t,he Tridell soil is
rnainly UEah juniper, pinyon pine, ga11et,a, bluebunch wheatgrass, and
boEElebrush squirrelcail. The poEential producEion of Lhe native understory
vegeEaLion in normal years is abouE 400 pounds of air-dry vegelaLion per
acre.
Hechan'ical treatment is not practical, because the surface is 6tony
and slopes are 6teep. Managemenc practices suitable for use on this unit
are proper range use, deferred grazing, roEaEion grazing, and aerial
spraying for brush management. Slope limits access by livestock and results
in overgrazi.ng of the less sloping areas
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95--Shcx^ralter-l"brval ccryIex, 15 to 25 percmc slopes. This map
r-n:rit is on alltrrial fans, high terraces, and valley sides. Elevation is
7,000 to 8,500 feet. The average annual precipitaEion is 14 to 16 inches,
the average annual air tenperature Ls 42 to 44 deg,rees F, and the average
frost-free period is B0 to 90 days.
This unit is 45 percenc Shcwalter very stony lomr and 35 percenL }bnral
loam. The corqponencs of this u:rit are so intricately intermingled that it
was not practical to map than separately at the scale used. The Shcx^zalter
soils occupy convex parts of the landscape, md }trnral soils are in more
concave positons.
Included in this unit are small areas of soils similar to this Pbnral
soil wtrich have 30 to 50 percent cobble in the substratu'n. Included areas
make up about 20 percent of the total acreage.
The Showalter soil is deep and well drained. Ipercent gravel.
The surface layer is brcrrn very sEony loan 8 inches thick. The upper 3
inches of the subsoil is very cobbly clay loam. The lorper 28 inches of the
subsoil is very cobbly clay. The substratLm to a depth of 60 inches or more
is very cobbly clay loam.
Perrneability of the Shcx^ralter soil is slow. Available waEer capacity
is moderlte. Effective rooting depth is 60 inches or more. Rtmoff is
mediun, and the hazard of water erosion is moderate.
The }brval soil is deep and well drained. It formed in alluvitrn
derived dominantly from basalt. Tlpically, the surface layer is brcx^m loan
7 inches thick. The upper 12 inches of the subsoil is clay Ioam. the lower
4 inches is loarn. The substratLrn to a depth of 60 inches is loar. Ihe soil
is noncalcareous to a deprh of 19 inches and calcareous belor Ehat depch.
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Permeabiliuy of the lbrval soil is moderate. Available water capacity
is moderaEe. Effective rooting depttt is 60 inches or more. Rr:rroff is
medir-rn, and the hazard of water erosion is slight.
This unit is used for rangeland, hayland, and homesite develoFnent.
The potential planE ccxnnn:nity on the S:mralter soil is mainly bluebwrch
wheatgrass, wesLern wheatgrass, prairie junegrass, Indian ricegrass, true
mountairnnahogany, antelope bitUerbrush, Saskatoon serviceberry, and big
sagebrush. The average annual production of air-dry vegetation is abouL 900
powrds per acre. The potenEial plant ccnrrn-mity on the I'{:nral soil is mainly
needleandthread, western wheatgrass, rruttongrass, praire junegrass, and big
sagebnrsh. The average arnual production of air-dry vegetaEion is abouE
1,500 pounds per acre.
If. this unit is used for rangeland seeding or mechanical treaEnent, the
main limitation is stones on the surface of the Srorpalter componenE.
I'lanaganent pracEices suitable for use on this soil are proper range use,
deferred grazilng, rotation grazlng, and aerial spraying for bn:sh
managsnenE.
If Lhis unit is used for hay and pasEure, the main limitauions are
stones on the surface, steep slopes, ffid slow permeability of the *roraalter
soil. Grasses and legunes ErcB, well if adequate fertilizer is used.
this trnit is very poorly suited to homesite developnent. The main
Iimitations are slope, shrink-swell, and stones throughouE the profile.
this map r:nit is in capability subclass VIe, nonirrigated. the
Shorvalter soil is in loany Slopes range site, and the }loryal soil is in Deep
loan range site.
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.lC F, )rJ l. J)8, (r) F, ?lf
6l 8s
105--Tride1l-Brornsto moderately Btony aandy loama, 12 to 50 percent
alopea. This map unit is on terrace and mountainside slopes. Elevation
is 6,400 to 7,700 feet. The average annual precipitation ia l2 to 14
inches, the average annual air temperature is 42 to 44 degrees F, and the
average frost-free period is 85 to 105 days. The native vegetation is
mainly smal1 conifer trees, woody shrubs, grasses, and forbs.
This unit is 45 PercenE Tridell and 35 percent Brownsto. The surface
is scattered with 5 to 10 percent stones. The cqmponents of this uniE are
so intricately intermingled that it was not practical to map them separately
at the scale used.
Included in this uniE are snal1 areas of Forelle and Evanston soils in
less sloping areas of clearings. Also included are small areas of basaltic
Rock outcroP and soils that are similar to this Tridell soil buE have less
gravel and sEones. Included areas make up about 20 percent of the total
acreage.
The Tridell eoil is deep and somewhat excessively drained. rt formed
in alluvium and coltuvium derived doninantly froro sandstone and basalt.
Typically, the upper part of the surface layer is grayish brown moderate
stony sandy loam about 2 inches thick. The lower part is grayish brown very
cobbly fine-sandy loam 7 inches thick. The upper 5 inches of the underlying
uaterial is very cobbly fine sandy loam. The next layer is cobbly sandy
I'oam 1l inches thick. The next 12 inches is very stony fine sandy loam.
The lower part to a depth of 60 inches is very stony loamy sand. Hard
basalt is coumon below 60 inches. The soil is calcareous throughout the
profile' A thin layer of partially decompoeed needles, twigs, and leaves is
on the surface in many places.
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Permeability ot the Tridell soil is moderately rapid. Available water
I capacity is 1ow. Effective rooting depth is 50 inches or more. Runoff is
rapid, and t.he hazard of water erosion is very high.
I The Brownsto soil is deep and well drained. IE formed in alluvium
r derived dominanEly from coarse textured calcareous sandsEone and basalt.I ' Typically, the upper part of the surface layer is light brownish gray
I moderately stony sandy loam 11 inches thick. The upper 19 inches of the
underlying material is very gravelly sandy loam. The nexE 12 inches is very
t gravelly loamy sand. The lower part to a depth of 60 inches is gravelly
r sandy loam. A thin layer of partially decomposed needles, twigs, and leavesIis on the surface in many places.
I Permeability of the Brownsto soil is moderate. Available water
capacity is low. Effective rooEing depth is 60 inches or Eore. Runoff is
t moderately rapid, and the hazard of waEer erosion is very high.I r, ,"':i:"'::".':":':,.::"".1 ,::,::".,.,:-:"'..":",':":'l:::::.T":":,..
I development.I
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pine
I ricegrass, Wyoming big sagebrush, and muttongrass. The potential planEIcownunity oh the BrownsEo soil is mainly Wyoming big sagebrush,
t needleandthread, Indian ricegrass, erestern wheatgrass, and scattered pinyon
pine and Ueah juniper. Other vegeEation commonly presenE in the potential
I Or""a community on these soils includes bottlebrush squirreltail, antelope
f bitterbrush, and true mountairunahogany. The average annual production of
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native understory vegetation on the Tridell soil is about 300 pounds of
I air-dry vegetation per acre. The average annual producEion of air-dry
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vegetation on Ehe Brownsto soil is abouc 600 pounds per acre.
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If the range condition deteriorates, Wyoming big sagebrush, cheatgrass,
and annual weeds increase. Management practices suitable for use on Ehis
unit are proper grazing use and a planned graziag system. Slope liuits
access by livestock and results in overgtazing of the less sloping areas.
Mechanical treatment is not prctical, because the surface is very stony and
Ehe slopes are steep. Selective thinning of the pinyon and juniper improves
the quality of the undersEory for grazing and provides firewood, posts, and
Christmas trees.
The Tridell soil is suited to limited production of pinyon pine and
Utah juniper. The average annual production is 5 cords per acre. The
average stocking raEe is 150 trees per acre. To insure sustained yields and
continued use, the kind of wood production should be considered before using
management practices such as thinning and clearing. Special care is needed
to minimize erosion when thinning and clearing. Thinning generally promotes
the growth of undersEory grasses and young Erees.
0n1y less sloping areas of this unit are suited to honesite
developoent. If this unit is used for homesite development, the main
liroitations are slope and stones in the soil. Erosion is a hazard in the
steeper areas. 0nly the part of the site that is used for construction
should be disturbed. Topsoil can be stockpiled and used to reclaim areas
disturbed during construction. Removal of gravel and cobbles in disturbed
areas is needed for besE results when landscaping, parEicularly in areas
used for 1awns. Areas in this unit adjacent to hillsides are occasionally
affected by runoff, which may also be accompan.ied by Eovement of rock
debris. Population growth has resulted in increased construction of homes
on this uniE.
Thie map unit is in capability subclaas VIIe, nonirrigated. The Tridell
soil is in Pinyon-Juniper Woodland site and the Brownsto eoil is in Stony
Foothilla range site. 2 ?,f
EXHIBIT E
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P.O. BOX 297
GLENWOOD SPBINGS
coLoRADO 81602
SAMUELSON PUMP CO.
WATER SYSTEMS
SALES, SERVICE & INSTALLATION
945-6309
';c,'r nber 29r '*ggi
Seott i{rj-ter
F'ox 9?05
Aspenr Co. !1.7672
Atten: Scott
on llovember 29r 19SB a. well teet Lras conduct,ed near county road
1.72- l'.r: iolloulncr lnllorrneti.otr *ers obtained:
lu'elL Depttr- -------455 '-$rtiasing size toP
-7tt(stce1)Cas,inq l6f fg'n-- , 9,'1.Cn
.' i:i.r.r' i.t:r; r'rc,trr 1eVC1--*- 370t-'L',.n
Tctul test tin 4 hrs.
..:;-. Jrnwrl6r..rn-*- -- 3?8 t -J- 't/ 2'.
I-.rociuct-'orr J: nraet?r thnn- 17.5 rTr::
iiarciness 12 grairrs /qal.Iron 0.5 sg,/1p;I I
?lrLs test u.rs conducteci wLth a 3 iip. Gould subiiiersible |ioccL
1EE' The <irawdown would lndtcated a totr,l productlon much greater
than 17.5 gpm. if you have any questlons please call ne :iaun sant'elson
at 945-6309.
5 i,.ce.r:eL.v,
i'i:. "-
Iiaun Sanuelson
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SCT'MUESER )N MEYER
'NC.
CONSULI'NG E/VG/'VEEES & SUPYEYORS
March 14, 1989
I\tr. Scott Wiiter
P.O. Box 9705
Astrnn, CO 81612
RE: Pinlon Peaks, C,arfield County
Potable Domestic Water Systems
Dear Scott:
This report is intended to sunmarize existing data with req>ect to the
proposed water supply for the above referenced project, as well as to
present engineering design trnrameters for the system. I will also
discuss the feasibility of individual drilled wells for Iots 1 and 17,
those lots wlrich are rpt anticipated to be serviced by the central
water system.
Water Source
The e><isting r,'leU on ttre site was test pum[Ed by Samuelson Pump Cornpany
in lbvanber, 1988. Ttre ptrmp was tested at 17.5 gFm for four hours with
a total dravdor,r,n of alproximately eight feet. Ihe dravdown represented
aproximately 10t of the available dravdown in the welI. It is estima-
ted that the total well yield, if prmped to capacity, rnould be some-
where betr^reen 50 gfm to 100 qFm.
T.he well was also tested for hardness, iron ard pH. The water quality
is average for deep wel1s in this area. The water vpuld be classified
as "hard"; the total hardness, however, is rnt a concern from a public
health standpoint. For waLers with this hardness, r,ve r.rould anticipate
that some individual water users may opt for water softeners. The
water, however, is rot of sufficient hardness to warrant the cost ard
maintenance reguired in a central water treatment facility.
Ttre iron content of the water is higher than the reconrnerded level of
0.3 ng/\. It shouLd be stressed, however, that this is a non-mandatory
reconrnendation and the 1evel of iron in the water does rrot constitute
any sort of public health concern. Water oontaining iron of 0.5 trg/l
will tlpicalty stain pl-unbing fixtures orer time ard present a slight
detectable taste to those rxct accustomed to drinking the water. Indiv-
idual lrcmeowners may or may n3t elect to install irdividual water
treatment facilities to treat iron oontent. As with hardness, the iron
c.ontent is rpt of sufficient concern to warrant either the expense or
maintenance of a central water treatment facility.
12 Grand Avenue, Suite 212
enwood Springs, Colorado 81601
(303) 945-1004
qF
gF
gpn
1.
2.
3.
4.
5.
6.
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March 14, 1989
Ivlr. Scott Writer
Page tulc
Water Source (continued)
Tlpically, hardness in iron can be dealt with in a singl.e irdividual
treatment unit. Either a iron rernoval unit or softenin3 unit ruculd
Iower both the hardness and iron crrntent. Individual equi.pnent repre-
sentatives rtould remrirnend different approaches, dependi-ng upon the
specifics of their equilment.
Central Systen Design Paraneters
Sizing of the individual mmtrnnents of the central water system are
based on the following:
Assr-une '16 users, average user trEr capita of 3.5.
Average per capita use of 80 gq/d.
Average Iawn irrigation of 4250 sq.ft./unit; total water require-
ment of 3.0 Ac-f/Ac cnzer 150 days.
Assume fire flow reqr:irement provided by 101000 ga1Ion cistern.
Water quantity requirenents:
fn-House frrigation Tbtal
Requirement Requirement Requirement
Winter:
Average day
Peak day (2.5 .
Peak hour (6 x
Swrmer:
Average day 4,500
Peak day (2.5 x avg. day) 11,200
Peak hour (6 x avg. day) 19
Puunping requirement and well yield
to) peak day demard of 25 gpn.
gpd 10,200 ggl 14,700 gpd
gpd 25,500 ggi 36,700 gpd
gpn 43 ggn 62 gpn
to be greater than (or equal
7. A control building will be onstructed near the well site. The
c-ontrol building will contain Bxnp ontrols; a water meter to
measure total water usagei and a chlorination system to provide
disinfection. This water system will be classified as a p:b1ic
water system ard will require a disinfection system. Chlorine
contact time will be provided by construction of a separate smal1
diameter waterline from the control house to the water storage
tank.
Item
x avg. day)
avg. day)
4,500
11 ,200
19
-0-
-0-
-0-
4,500 gpd
1 1,200 gpd
19 ggn
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March 14, 1989
Mr. Scott Writer
Page three
Central System Desigrn Paranreters ( ontinued)
7. Storage tank to provide capacity greater than (or equal to) twicethe average day demand, plus a fire reservoir of 101000 galIons.
Provide 301000 gallon storage tank and 101000 gaJ-Ion cistern.
8. Line size required for dornestic disribution, minimuln, three-inch
diameter. Cistern onnection to be six-inch.
Based on the above analysis, it is protrnsed to provide a, 25 ggn ve11
purnp in the existing r.vell and a 30r000 ga1lon reservoir and 10r000gallon cistern.
Because of site topography, it is not lnssible to prolzide adequate
residual pressure to all the households. It is anticipated that Iots
6 to 11 will have static pressures of less than 40 psi. Ihch of theseunits will require an in-house booster punp to provide rpre than 40 psi
pressure within the individual residence.
Irdividual Well ard Water System
T\Ao lots will utilize an individual drilled well for a water supplysource. Based u1rcn the results of testing of the o<isting well, ard
the proximity of these 1ots, from a qroundwater perspective, to theexisting weI1, it is anticipated the quality and quantity'of water to
be ex6ncted will be similar. It is anticapted that tota:l well yieldwill be at least 5 gpn, the desired minimuun for a single-f,amily drilledwell source. ft is anticipated the water quality will be rsuch that theirdividual owner may opt to remove either hardness, iron (or both)
using an irdividual treatment unit.
sunnar-ty
'1. The o<isting roel1 on the property provides a water source of suf-ficient qr:antity, quality ard dependability for a central water
system.
2. the central water system will consist of a water s;torage tank,distribution system, control building ard drilled rnell. Design
parameters for the system are ontained herein.
3. It is anticipated that individual drilled rtells can be completed
on Iots 1 and 17 for individual water supply systems.
EXhIIBIT F
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LEAVENWORTH & LOCHHEAD, P.U.
ATTORNEYS AT I-AW
LOYAL E LEAVENWOBTH
JAMES S. LOCHHEAO
w. onvto Rrppv
101 1 GRANO AVENUE
P.O. DRAWER 2O3O
GLENWOOD SPRINGS, COLORADO 81602
TELEPHONE: (303) 945-2261Plarch 2L, 1989
Mr. Scott Writer
P. O. Box 9705
Aspen, CO 81612
Re: Pinyon Peak Subdivision Water Supplv
Dear Scott:
At your request, I am writing to outline the legal water
supply ior the proposeC Pinyon Peak Subdivision. As you know,
oui- firm represented the Carbondale Land Development Company
sometime ago and obtained on its behalf a legal waEer supply for
a propo="C 59-lot subdivision on the property now proposed as
th; dinyon Peak Subdivi. s i-on. It is my unde rs tandi ng that,
instead of the 69 lots contemplated at the time we obtained the
earlier decrees, only 18 lots will now be developed.
Two decrees were obtained on behalf of the Carbondale Land
Development Company. The first., Case No. 79C,'I096 (Water
DivisionNo..5),-adjudicatedl3wellswithinyourproposedSgb-division for 0.044;.f.s. (20 g.p.m.) conditional per weII for
domest.ic , irrigation, Piscatorial , and f ish and wildlif e pur-
poses. A cop; of Cftai decree is enclosed. Applications for
iuadrennial tinOings of reasonable diJ-igence have been timely
maae concerning these conditional water rights. The mosE recent
diligence case (Case No. 88CW282) found that diligence had been
showi in the development of these water rights and continued the
water righEs in futf force and effect. That decree was signed
on December 2L, 1988, a copy of which is enclosed'
The ot.her decree of siqnificance was entered in Case No'
79CW097 in 1980. A copy of that decree is also enclosed. In
this case, the Water Court approved the plan for augmentation
for the developmenE proposed;t that time which consisted of 69
Iots. Each lot was assumed Eo have 3.5 persons utilizing 90
gallons of water per day with wasEewater treatment through indi-
iiOuaf septic tan[. and leachfield dis5rcsa1 systems with an esti-
maEed con!umptive use. In addition, each lot was assumed to
have lawn and garden irrigation of no fircre than I r000 square
feet of lawn per lot.. Under the present proposed development
scheme, only 1'8 lots will be developed. Tha domestic needs for
the 18 lots can be supplied under the decrees referred to above
without modification, assuming the wells are located in the
decreed locations. If not, some of the water rights decreed to
t,he wells may need to be changed to correspond wich the actual
location of the we1ls in the f i.eld and to correspond to the
I LEAYENWORTH & t,O TEAD. P.C.
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gallons per minute of the weIls as dug and tested. I do not
anticipate that, if such a Wat.er Court proceeding is necessarJrit would be meE with subst.antial opposition or be difficult to
obtain final approval
The existing decree in Case No.79Cw097 permiEs a total of
69,000 square feet of lawn irrigation (69 lots x 1r000 squarefeet per lot ) . Since the property Lo be irrigated is not
changing, the existing 69,000 square feeE of lawn irrigation canbe reallocated among the 1B Iots, p€raritting a tot.al of 3 r833.33
square feet. of lawn and garden irrigation per lot.
I rn conclusion, the existing decrees can be utilized to pro-
vide a 1ega1 wat.er supply for your development.
I f you have any questions or wish to discuss this nratter
further, feel free to contact me.
Very truly yours,
LEAVENWORTH & LOCHHEAD, P.C.
ve nwort h
LEL: rln
Enc 1os ures
cc: Dean Gordon, P.E. w/enc.
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t([-(.t]r.:i:ii
II.I ,IIITi DISTRICT COIJI('T -iII /rI.II)
FOR T.JA'IER DIVISION }IO. 5
STATE OF COLORNI)O
Application t.lo. 79C[.t97
IN THE ]'IATTER OF TIIE APPLICNTTON
FOR 9]ATEI{ RTGHTS OT CAI]BOI.IDALI1 LA}JD
DEVELOP},IENT CORPORATIObI
rN T}III ROAIIIIIG FORK RIVER
OR ITS TRIBUTARIES
TRIBUTAITY II{VOLVDD: CATTLE CREEK
rN GARFItsLD COUNTY
NUI,II\IG OF RE}.EREE
The above entitled application v/as filed o' April 30, Lgjg,
lEsl an addendum was f iled on May 14, lg7g , ancl r,rere referrecl Lo Lhe
undersigned as l,Iater Ref eree f or Water Division l,lo. S , S Eate of
colorado, by the I'laEer Ju(lge of said court- on the &Bth cjay of l,lay,
1979, in accordg4ce r.rith ArticLe 92 of. chapter 37, cororaclo Revise<l
statutes 1973, known .rs tire l{ater Righ t Deterrnination Act of 1969.
And the undersigned Referee )r.rving macle sr:clr investigations
as are necessary to ('lotcrmine vrirether or not thc stattemenLs in the
application are true and having becorne fully aclvised vith respect to
the subjecE. matter of the application Coes hereby make tl'rcr following
deternrination and rulinq as the Referee in tlris matter, to-vrit:
]. The statomcnt-s in the ap.rplication are trLre.
2. The names of the sLructurcs i.nvol-ved are:
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Deve Ioprnen t
Copc, P. C.
4.tributary
.i
as f ollovrs
--
(a) Clark l^trel I No. J, acl-jurlic;rLecl by tlris Ccurt i-n
Case l'lo . 79Cl'i67;
(b) Morris tlell No. 1, acljudicated by this Clour:t in
Case llo . 19Ctl68;(c) Il/K l{e1.L i.Jo. 1, adjrrciicaLecl by this Cour:t in CascNo. 79Cl'/66; and(d) CLDC licII t'lo. 1 throucyh CL,DC Hell j.Jo. 14, :r<1judi-cated lty blris Court. in C.rse l.lo. 79Ct.J9G.
I'he name of t-ltc claimant and acldress -is Carlroncl.r 1e Land. Corporation;. c/o Nlusicl:, tJi lliarnsorr, Schr.rar:tz, Leavenrrror:th &
,l'. O. Dr:irvcr 2030, Gl.c:nrvr>ocl Spriltc_1:;, CO 31.601..
The sottrce of the vrater is from r.re11s tr:ibutary to C.ettle Creekto the Roaring Forll Itiver .
Tl're 1eg.r1 descr:ipt-i ons of thr: locations of tire rvel1s arc
(a) Clark t'Ie11 lio. 1 is locaLcr.l in the SWIiII\rl of Section 11 ,T.75.,' R.B7l{. oI t-he 6tlr 1,.i"! . al: a ]roi.nL 250 fceE I':ilrjt
riFriit._ED
IN \V;\'t..rjti (:OURT
[)ivLilurr N,,.
-J-'-'
.,..,:;:r, l13il0
STATE OF COLOI?ADO
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of Llre I,,,est f.i.nc .rnd
linc of s;irid Scction
(b) llorris lvelI I,1o. I isT.7.S., I{.871'I . of thcof l-he Sorrth line anclof s;r id Sec tion 11 .
2, 310 f cct- Soutlt of the North
17.
loc.rted i.n tlre.qli',iS!^11 of Section II
6i:lr 1'.1.1. irL a poinL 660 fceL North
2,062 f cct I:la:;L of tlre lVcst line
(c) M/K ll,anch l.le11 l.to. I is locatccl in the trEtut{t ofScction 17, T.75., R.B7H. of the 6tir p.t.l . at a
1:oint. 300 f eet. Soutlr of tlrc llor tlr I ine and l. ,400fect EasL of the l.tesL l.inc of saicl SecLion L7.
(d) CLDC Well No. 2 is locatecl in ure stvkswk ofsection 11, T.75., R.gQtv. of the 6Lh p.14. at apoint whicir bears I.t.llu0O'05,, ij. a <Iistance of1r200 feeE. from the Soutlu\rest corner of saidSection 1I.
(e) CLDC l?el1 l,lo. 3 is ]ocatecl in the SItkSWk ofSection 11, T.75., R.8U\{. of the 6th p.t1. art a
. point rrhich bears I'r.51001'I1.,, ii. a rlist;rnce of2, 000- f ee L f rorn the South!./cs t Cot-ner of saidSectiS.n I1.
(f ) CLtrC tJelI t'to. 4 is locaLcc.l i n the Ntrlr;trlllla ofSection 14, T.75., R.BBt.J. of tltc 6Lh l,.l.t. atta poinL rvhich bears S.51029'53,' E. a clisLance of580 feet. from the llortli'...'cst- C()rn(fr r)f siti(l Scctir>rr 14
(S) CLDC lic1l tlo. 5 is 1oc;rl-eri in the tJlt!.ilJI.tk ofSection 14, T.7S., R.eEtt. of Llre 6Lh p.11 . .rt apoinL r,rhich bears S.86053,46,, Il . a disLancc of]rBB0 fcct fr:om the t{ortlrrvest Corncr: of s;ri.dScction 14 -
(h) CLDC ltel1 l.to. 6 is loc:rted in the IJr.;kNE!.i ofI ;:::1"1.13i ,i;li;',1;931.,3r,,'l: l'li,l;ll;"1'"?
I 4,200 feet from the }lortlrr.rest Corncr of s;ridSection 14.
(i) CLDC l.telI No. 7 is located ir-rSection I4,'L'.75., R.BEt.i. ol:point- rvhich bears S.50" j
2,290 f cet f rom ti)c IJOr:Llrrvesjt
Section 14.
(j) cLDC I'iell No. I is locared in' Sect.ion I4, T.7s., R.glH. ofpoinE r.rhich l:ears 5.49"59 ' 62"
3, 540 f eet f rom thc l.lortheastSection 14.
(k) CLDC llell lJo. 9 is
Section L4 , T.7S. ,point vrh j.ch I)cars I.l
L , 0 30 fee t from theSection 14.
thc Nl.;-\Nl.ik of
l-he 6Lh [,.]1 . .rt a
I':. a rlist-ance of
Corrrclr <.r1: snid
the StJktlIi!;i ofthe 6tlr P.M. at a
hl . a tl is tance of
Corncr of sai-d
located in the Sl.ttiSI^tk of
R.BBtl . of the 6Lh I,.I.:. at a.9018'03" n. a <listance of
Southv/est. Corncr of said
located in the S]ikSt.tla of
R.3BI'I . of t:)re 6th P.I,t. .1 t.I{.64o02'11't E. a dist-ancc
Sor.rthvrest Corner oE sai,l
(1) CLDC i{erl l.ro. 1o is
Sec tion 14 , 'I .'l S . ,a point. '.vhich l.:ears2,810 fect from thcSection 14.
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of
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(n) CLDC Well No. 12 isSection 14 , T. 7S. ,a point which berasl-,280 feet from theSection 14.
(o) CLDC l,te1l No. 13 isSection 23, T.15. ,a point r,rhich bears1,920 feeL frorr theSection 23.
(p) CLDC !re1I No . 14 isSection 23 , T. 75. ,a poirtt r.rhich bears
of 3,830 feet from
said Section 23.
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(m) CLDC $lelI No. 11 is loca Le<1 j-n t-he St,l!:Sltri ofSection L4, T.75., Il .Bgt,j. of thr: 6ilr p.M. at:a point v;hj.ch bears Il .B2o1 2,Og"Ea clistance of3r530 feet from the Southr+est Colner of salclSection 14.
loc.rLed in the SI.rkSl'Ik of
R.BBt'lA of the 6tlr P.tl. aE
I.l . B5-42'23" E. a distance
Sorrthrrest. Corner of s;rid
Located in the t'll,tkNEk of
n.BBl.J. of tlre 6th p.I,1 . at
s.51oo5'4 B" i{. a c'listanceNortheast Corner of saicl
locatecl i n the Silt];NI,rY of
It.UBtv. of the 6th p.lt. aLS.4tlo55'53,, w. a distance
the tlor:theast Corner of
of
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6- This is an.application for approval of a Plan for Augrnentationand Change of I'Iater Rigths for the purpole of pr:ovicling r.rater t6 saeisfysenior vrater righEs vrhcn Lhe abovc-cicscril,recl vrcl.l s are pror,lucing outof priority.
7 . statements of opposition rvere timely f i. lect by Union oirCompany of California and by the Coloraclcr Ilivci i.tater ConservationDistrict, and as a resrrlt, on July 31, lg] g , tttc Applic.rtion vr.lsre-referred by the l'later Reseree to LIre iraLer Jr.r<1ge for [,l;rtr:r Divis.ionNo. 5.
8 . On October 2, l97g , the S tatenrent. of Ol.rposition of thecolorado River I'later conservation Dis;trict r.ras v,ritlrdr:ar.rn.
9. On August 21, L979, an trntr1, of Appe;rr:ancc tv<-r:j f j. Ie<l by thePark Ditch Company, David Stroock and Jolrn Su[:ey.
10. On January 29, 1980, the Applicant and Daniel Stroock,John Sutey, and the P;rrl: oitch Conrp.-rny f i l.e<'l a stipul.at-iorr conLaininqthe following pertinenE. provisions:
' A. Stroock, Sutey, .rncl parl: agree to vij- thclrar.r theirappearance in Case llo. 79C\,197 r i.utrl Lo perrnit the u:;c.: of 5shares out of ttrc 8 sltares olyed iry thc applicant- in Lhe mannerproposed by the plan for augrnenLation. park furtirer agreesimmediately to mal:e arl necess;rry entries on iLs corl:6ratebooks and records to recogniz^ applic.-r,t ar; t-he orvrror ofB shares of tlrc capital sLoc)-. of i,arll .
B. Applicant agrees, on behalf of itself, its successorsand assigns, to permit Park to cxcrcise sol e ;rdministrative r-'ontrolover the delivery of water to P;rrk or to the Divis;i-on Epgineer,l'later Division No. 5, pursuant l-o saici plan for erugrnent.rf.ir;n,and to pay to Parl: .eny costs of aclrnjnist-raLion iircurrccl by park
by virtue of said plan for augment.rLion..tlrplictrnt also ai; reesto continue to pal, the normar <rssessm,rlts I i:vir-r<'l annuaJ. 1y byPark for the usual operation .rnd ur.rin t-cnirncc of parl-. , s iir j.girtion
system. AppJ.icant aqrees thctt irr t:lre crrent it sh<.rLrlr1 f ail vriLhj nsixty (60) d..rl,3;1ro renrit. to l.ark.rlry ilsJlr-\Jjsntenl:s or ot_hercharges properly assessed to anfrlir:ant, l,arI: sltal-.1 providenotj.ce of such fa.ilure to applic.rrrt ancl i.o t-he f.: j.vj.i;ion Iingineer,
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and that if such antount.c; are not. paid or ottlerrr_ise resoLvedvTithin r1 inety .(
g0) cl;r1'5 ;o,10r.ri ng such Irot-ice trrc Divisir;nl')n3incer lnay t-hcrca t. ter :rclrn_i.nistcr t,rrr: ,..ic r._.r.s as if ir.,.-f : ".,for augmentation <lid not e>:ist, urrti.I sucl) amounts lave beenpaid or otherlv i.se resof veci. Park acJrees to aclministe:: theshares or'rnccl by applicant itr......ir,,,.e vlith the rec1r.ri.oin"r,t.of said pran for augrnentation as.irectcci i;y tlre Di;i;i;"Iing-ineer.
rC-. In orcler to enable p.1rk to .seek appropriatc andnecessary approvals of t'e H<1 ter c.ourt, rva t:er tlivisionNo' 5, to pernrit,re use of ar1 vraiui-iignts orvned bypark for domestic uses as r,re1r. as the existing u.li.t"i_,rtu.uruses, applicant agrces to pay tlre cost of irn ;r;i;;;;i;;--- *(,stttdy to be performecJ by t.Jesierl fn,lin.;r.r, f nc. , in , 0., ,
accordance with the 1>roposcrl cttaclrecl her.eLo as [xhibj. t I IAry,SCH€Dupon receipt of Ure i:cs.rto gf ,roi,i:= t'';;y, r)a):k ii(,rces to
'\fiSr,putol,c
instituLe .-rpprcpriatc 1>rocceci,ings .i " ;;ii court; a.1;licanLagrees to support such applicat ion r.rhen f i Ierl .
1l' The Applicant and ur-rion oir Cornpany of Carrfornia havereached an agreernent in the form of.a prop"=.ir'consent crecree, the
fl3;:::::. parr.s of whictr Iiave br:en :.,,.,r.pi,r:.,t."a'i., Lni.s nulins oI
" 12. As a result of the Stipulal_irrrr anrl tlrc proposecl ConsentDecree rvhich have been f itecl in this mat-Lcr, on Aprj. I 22, 1980, theApplicati-on v/as agai.n ref errecr to tlre ri,a r.r:r IrcIer-ce hy t]ic tvaLcr.1uri<-.Je for WaL.cr Ilivisi.on I,t(). 5.
t3 ' carboncrale La.cr Dcvcl0prni:nt Corporar-ron is olr<1.rgec1 i^the development,.of .rppro:<jrnaLc)y si:<.ty_ni;." i;ii roas for s;ir:<11e_f amily reside'rtia1 deveroPrLent io be 1.ca Lcr.r
'.n'p.,,porLy ()\rned l)ycLDC situated on f ottr (4 ) Lracts of 1a.i-l o,,.o,,,f..r=irc.1 ;r1;proxirnaLcly476 acres, more or r-ess, locate.l i. I)arts "i
-sl"ti"ns;
f r , 14, .-rnc123, Township 7 South, Ranqe BB l.lest of tlre 5tlr t,.t.t. (hcrr:i.._rt,tcr:rcf erred to as "clDC. i.,roperty" ) . cLDC l-rar; also cntr-:rerl i,l_o a<lreernentswith others for the inclirsion in this pran or on aclclit-j.orral three (3)single-family residences to be locatccl on i)roperLy or.rncci l,ry ttrem anclsitu'rted within Sect.ion 17, 1'orvnsrrip 7 soutrr, Ir;rnge [J7 t^]r:s;t of the6th P.I'r- (hereinaf ter re f errecr to ai "Agrecmcnt_ I)r:opert jcs;,,) . Tlrrrs,a total of no mol'e than scvent-1'-trvo (i2i si,.t.Jin-rrniJ-y rcsiclenccs rvill-be included r.rithin this p-Ian Ior: augrnentation.
14' Applicant proposed to utilize a toLal of sixbeen (16) wcrlsto supply water to tl)e 72 10ts. Thirteen r.reLls w:-rl service 6g of thelots through a cent.ral \r,;tt.)r systcni thc remainincy 3 r.reII:; r.ri.l.l. beclc':mesti-c rvcl-1s located,,iron..',ni scrvici-rrq jnJi"i,ruor rots. ,1,rre wer-1sinvolvcd hereit"r are as clescribecl in l)aragr a1_.rlt 2 al;ol,c , ;r L the Iocationsas clescribed in paragraph 5 al_rove.
15. On the basis of year_rouncl-occupclncy by 3.5 pcrsons per1ot (252 persons), each util)tng 9o galrons oi-iruLer per clay, the ann,aIdiversion requirement form the i.'le11s invoLvod ne.eir-, fc.rr i-n-house useswill be approximately 25.40 acre_fect.
16 ' The waste water generatecl f rom the 10t.s r.rill be ciisposeciof through indj'vic1ua1 septj-c tank.rncl l-t:aclrl,iclrl ciisposal systerns clc-signed to minimizc evapotranspj-r.-.tion. Tlr;.;;;;mptive use of l.rate):uscd f or in-ltouse ptlrPoses is estirna ted a" i," izi "r Lrre arn.unt ci j.vert_ea,or a maximum of 3-05 acrereec fer vear. 1,5c renr.i,4cr.i- the waterdiverted through the r.;el1s for in-lro,rse f)rrrpo:j/:fs vr.iI1 b<.: ret:urne<lto the cattle Creck lvaters;lle(r' -of tlre 3' 0r'i,c.-e-rcct ti.-) aoirsrlrl(r(l ,1.52 acre-feet r.riI1 be "o,.r..*l"a ,l ,,rin.1 tf.,o 1r,,.:iJd lta1, l-lrrough octol:er,vrhen tl're parl: Ditcl-r h;rs historically r;een .i;.,.r - iir rr.r:i,;at-ion arrclthe ue1ls arc not. e:{pect()il f o i" petr:mit tcil t<> d i.vert rv;rt_cr rrnder: theirot'rn clecrecd l>riori- t ies - ,r,tre remi: nirtrt I. 5I a<:rc_ l.t_.c t_ ,..r j .l I lre c.,sumer Iduri'g the Pcr'ioci f,ro'cmbei-tn.crr.iqr.r AI)ri. l , r.rhen LIr. r.rcl r s are e-rpt:cLcrrto l:e per:miti-ed to <ii'r'ert'. ".,t-"."inaci trrei-r oi.!,n rr.(:rcerr pr:iori_Lics.
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' 17. Applicant shall adopt restrictive covenants and deedrestrictions binding upon subsequent purr:Ir.rs;crs anc-l cr.:rrcnb, ol.rncrsfor each 1ot or parcel invol-ved herein rvhich will- rimit the useof water from the wells as follows: three (3) lots, the AgreementProperty, shall be permitted to jrriqatc no more tl.ran 2,500 squarefeet of lawn and gardcns each; tEE-=GffiFning 59 CLDC lots shall bepermitted to irrigate no more than 1,000 square-feet of laryns andgardens per Iot. There wiIl, thus be a tot.rl of 1.75 clcres ofirrigated lawn and garden area with a cliversion requirement of5.27 acre-feet and a consumptive use of 3.51 acre-feet, annually.I'his 3.5I acre-feet of consumption will occur during the periodl'lay through October, vrhcn the Park Ditch \vater rights have his-torically been used for irrigation and l-he vrclls clre rrot expected tobe permitted to divert v/ater under their own clecreecl priorities.
18. Applicant furtheronly to maintain no more tlranshall be permitted. Based upon
assuming 100t consLrrnpt'-ion, tirereof rvater consumed each year. Of
/,iah
this, 0.4,] acre-feel- rvj. 1l occrlr duringand 0.48 acre-feet r.luring ttre l'ristoric
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the historj-c irrigat-ion seasonnon-irrigation season.
19. The total consumption of rnctl-er as a resul.t of Applicantdevelopment and the tht:ee (3) adr'litional 1ot:s inclrrcicr-l rrit-,'rin t lr j:;
plan is, therefore, expected to be as fo1lov/s:
ts
In-hous e
Irr igati on
Equestrian
Total
!Bv-:-o9l
L.52
3.5Il_
5.sl
l!p-y:l'ur-
1.53
0
lg-qg.l.
3.05
0.,1 q
2.0L
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T 20. Applicant is the orvner offor augmentation purposes hereunder,stock of the Park Ditch and Reservoir
share of stock has entitled the orvnerapproximately 2.4 acre-feet of water inReservoir and 31.44 acrc-feet of waterrighEs adjudicated to tl-re Park Ditch.
1 r1
_0.95
7 .52
, and shall cause Lo be committedfive (5) shares of the capital
Cornpany. IIistorically, each
to an annual avera<;e yield of
storage in tl're Consolidated
under the dir:ect flo'.'r l,rater
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2L. Applicant's 5 shares of stock in the par:k Ditch havehistorically been used to irrigaLe appro:<ilnatcly lhiray-t-h/o (32)acres of alfalfa and native hay meadol. Undcr irrigation 1:racticestypical of the area, the average consllmptive usc pcr acrc has been
1:5 "glg-feet per year, or a tota] of 4B acre-feet for the AppJ.icant,s
f ive (5) shar:es.
22. The loc.etj.on of t-I.re ttrirty-t.l.jo (32) acre tract historicallyirrigated as set ilor:tlr abovc is gencrirlly descrilrecl as: lrcj.ncy inthe sout-h Ilarf (sL) oc section 14, Tc.rr.mslril: 7 !)orrt-h, IlarrrJc BB l.lestof the 6th P.tl.
23. Thi=jlgn-!g_.__4ugmentation r.ti11 make 4B acre-f eet of watcravailable-tpJarEfe--creet-eac6 vear to -rep-iecc-ddp-leEio;a-i;om-tti€t - --
rve11s, thereby permitb.ing Applicant to divert throtrgh the r..rc1Ls cluringperiods vrhen the rvells could not 1ega1Iy divert rrn<ler t-hcir owndecreed priorities, r.rithout causinq in-jtrry to ot:her v/aLor ri.cyhts,ApplicanL vrill- consurnptively use a ntaximrrrn of _5.51 acre-feet ofwater per year throuqir saicl we1ls clurinq t.he 1ie-rIEl tlay t-irrouq5October, when the wel1s are expccted l-o bc unable L.o <ji.vert watcrunder thcir own decreed pr:ioritics. '1'lrcre{-orr-., 42.49 itcr:e-f c:eL c.:f
1!-o!su.rnptlye us'e-pq1yg1rr-. r't i I -1. l;e ava i 1al-l1c ro t-iri-IjrJr)..,i.cant iry virL.rre?f rne 5 ih;rres-ior i.ii i-'Cionaf iise.- -
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proposes to permit resiclents of 39 lots.)tr.ro [2 ) hcr_r;eS per: J.ot; no other lives boc]d11 girT6-ns of--iETEr per clay each, Ire r.ri1I l-:e an adclitional 0. 95 acre-feet ;[
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24. The operational scheduleshall be as follor.rs:of this plan for augmen tati on
(a) igaEer required for arrgment-aLion prrr:poses hereunclerwill be diver:l:crl througii blre Irai): DiLc:lr in accorcjanec vrj.Lhthe provisions herein.
(b). During the months November through April, inclusive,the Applicant is expecte:d to be e:nr-il:l cd t:o cliverb sr,rf ficienl:quanLi t.ies of rrf aLer rrntlcr the r.'e11s' o1./n 1979 rvater ricyhts,and augmentation of sucir diversions shall not be reguiied.'
-. (c) During the months ttay through October, inclusive,Applicant sharr cause to be releasc,cl throrrqtr bhe par--k Dit_ch5.51 acre-feet of w.rter, 3.39 acro-feet dui-inj t-he rnonLhs ofIlay, June, and Jui"y by virtue oF the APpl ican['s i.nt,ercst inthe-water ri.t;hLs clccrcecl to the parl: niL<:h, ancl 2.12 .rcrc-fcetduring the months of August, Septernber, ancl October by vir:tucof Applicant's inter:est in thc r.ratcr riqht clecreecl to thcconsolidated Reservoir, through an aucjmentation station to beconstructed by Appl.icant witlr Hre approvat of the DivisionEngineer and objector union oil cornpany, to bc operaLerl trythe Park Ditch conlpany. said releases ihall be made at sucht-imes and in such amotrnts as a::e rlirocl-ed lry Lhe Divisionllngi.neer.
\ 25. The Park rlit:ch water righEs may be changecl fr:om irrigation
/ ".: purposes to domcsLic, irrigati.on, au,J,nL.,tation, exchancle, anrJ aJ 1
/ other beneficial purposes for use herei-n r.rithout injurior:siy af-l.ect.incy
I uny orvner of or person entit-1ecl to usc: vest:eri rvater ri<yltts or clecreed
(d) Applicant sha11 perm.lncntly rem<:vc from irri<;ationthe 32 acrcsi oE land lrj.st-orir:a) )1, irrirlirt:r.<1 Iry l-lrc 5 t;lrirrc:; ofPark Di tch s t<;ck .
_corrditional wat.er righL-s,
26. f f the Plarr for r\ugment-ation is oljeraLecl arr<l adminil;t-erc<.1in accordance rvith t-lte above-detailed Cescripti on, it rvi LI have theeffect of replacing r,ratcr in CattLe Crecll an,t its'sr.rccessor st.reamsat the time and place .rn<,1 i_n the amounts ot" the rlefr..l.el_iorrr; cau.scrlby the dcvelopment's usc of r,.ral.cr. As a result-, thc rrn<lergrouncl rrater:to l:c diverted by the vrelJs seE. fort-h in laragraph 14, ;rbirvc, rvlriclrtvouLd otherwise be consiclered as iu1ly appropi-iatecl anrl unavailablefor: use, r'rilI norv bc available for.r1;prolriiatior.t r"ritltotrL advcrsclyaffectj-ng any owner of or: per:ion entitlc.l L-o t.lsc vesLc(-l 1.,r.1 ter r:iglrtsor condiEionally decreed wlrt.er righbs on Cat-tlc Creek, ih-s tribuLariesor sLlccessor strealns.
27. All current and subsequent pr.rrclr.-rser:s of CLDC ancl AgreementProperty as hereinaborre describecl r.rilI bc l:otrnrl b1, l_he tcrrns of thedecree in this matter, and the decrec sha.l-1 lro f j. lccl of recor:d j.n
Garf j-e1d County and Lhereby cons t-i tute <-r covor)anL runnintJ r.rj. t-.h gre
land. The deed restrictions and restrjct:ive covcnants rurining vriLhtire property involvecl lrcrein :;hal1 al.Ior.r tlte use of vrater .rr,ly o=set forth in tiris plan for augnrentaLion .rntl slral l. pr1;tril:it- a'l i otheruses.
28. The Ref ercc f j.nds that t:he imposition oll thc con<litionsset forth herein, wc11s for: the ilescriberl 1>trrposes only r,ray bc con-structecl alrd utilizecl vrithorit .rclvcrscly affcct.inq apy ves;tecl r.ratcrrigl.rts or dccreed concl.i tional r,/atcr riglrts on caLt.l o- creel.-, itstributaries, or succc:isor stre.-rms, and t.lrat, by the insti Lr:ti.onof the plan fc.rr aru(rmc:nt,rtion ancl charr,,e c.r- !,,aLtr ri,;lrt-:: lrrlreinapprovedr, crrDc, olvncrs of tire Agreernerrt I,rop(irty, itr,..:ir prrrcSasers,stlcccssors or assigns m,ly secttre ncrni.ts f ,-lr: \is;.: iln(l srrclt r.re.l .l.s orother str.cturt:s w.iLh..t_;rrlversc1,,,.;ri.i-r:<:Liti(, arty \.(.sted,..,.-lt:tlr ri,:yhtsotr Catt.lo Creek, i Ls t.r.' j.ltrrlar.ie 1; ()r- :;rrccr,:;r;()r !;t l.(:crpts irncl r.ri t:h<.rrrt- tlrc
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necessity of administcrinq or curLailinq the withc.lrawal of r.r.ttertheref rom, so long as thc conditions ouLlinerl lrercin arrc met. r tis specifically found that 1-his plan for augmentzrtion, baserl uponthe average historic constrmpt.ive use of 48 :tcre-.fcet frorn the iiveshares of Park Ditch. company stock rvhicir j.s the subject- hereof , willprevent injury to other water rights ("rs a r:esurt of thc diversionsof rvater to supply bhe 72 lots, horvever no plan for arrqmentationfor othcr properties or structures utiliz.ing the 42.44 acre-feeLof excess historic consumptive use is cieteriincd or <lccrcecl hereby.
'' 29. The pran for augmentation ancl change of rvater rights setforth herein is one contemplated by ravr. The Afplicant is enlitleclto a decree approving the Plan for Auclmentation- an.l Change of l^l:rterRights set forth above.
30. The change of water rights ancl operatio, of the plan forAugmentation invorved herei.n will cause ,nupprop.iarLecl r./ater to beavairabre for the Appl.icant to cliver:t throtrt,ir tire w.rhcr rights to beaugnnent.ed as set forth hereinabove; thc av.rilabi-J-ity of unippropiiot.awater to the stream rvil1 perrnit diversi.ons throug6 saj.d structuresrvithout injuri.ousJ}, arfecting or.rners c>f or pu."oi= enLir-led to usev,ater under vestcd wuEer rights or rlecreed tonditj-onif urr,tea-iigf,to,including ob jectors herein, provi<'led said structur:es are operatedin accordance with the plan ior Augnrentation ancl clrange of lr.rterRights herein i.nvolved.
31. ?he Park Ditch vrater rights utilizecl pursuant to this planfor Augmentation sha1l not bt: deemed .rl:andonccl 1:ursuant Lcr thc corrrrrrit lr(,ntof said shar:es in Lhe plan for Augnrr.:ntation invor:.rr:cr hercirr.
32. This Ruling of Referee ancl decree constitute a porbion ol:the. Law required to be enforced by the Siiate Iinrtineer ancl Divisi.onEngineer within the. meaning of c.n.s. 1973, l'l-92-2.0?.(2) , 37-g2-30).,and 37-92-50I (1) ' The. state Engi-neer may lavrfrrlly be recluir:ed underthe terms of this IluJ"irrg of lteferee arrcl clecree t6 aclminister t-hePlan for Augmentation in the rnanner set for:th irer:ein ancl not tocurtail- diversions, in times of shorl-ac;e, throtr<1tr said structures,the depretions for.wl'rich are compensated by the operati-on of thePlan for Augmentation and Change of !.rater tiights irerein approvecl .The Division Engineer may 1ar.rful1y curtail riiver:sions t-hrfugfr i.iastructures j-ncludecl hercin if they or other feat.rrrr:s of tiris pLan forAugmentation are bcing operated. or usecl in violation of the terms;rndconditions as outlinecl hercin.
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The Ref eree does therefore concl.utle tlra t the above-entitled
Application for Approval of Plan for Augmentation an.l chanqe of I,Iater
Right should be approved, and the structures as clescribed herein may
be operated in accordance with this plan for Augment.rtion, without
state administracive curtail.ment for the benefit of senior appro-
priations, so long as the terms and concliti.ons herein set forth are
fu1ly adhered to throughout the olreration of this plan for Augmeltation,
and that.the State Engineer sha1l issue permits for the vrt:lls, pursuant
to c.R.s. 1973, Section 37-90-137, subject to the condit:ions that said
welLs shall be eguipped vrith totalizing florv meters;, shaJ.1 be operatecl
onJ-y in accordance r+ith the Plan for Augmenat,ion as sct forth lrerein,
and diversions shaII l>e curt.-rileil tlrrotr,rtr sai<l strr.rc:t.r.rr:r-'s inclrrrlecl
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herein if they or other features of this I)lan for Augrnentation are
being operated or used in violat-ion of tire terms as set forti: hercin.
This plan for augmentation shall not Lrecome effective, and no vreII
permit shall be issued based upon it nor shal.l existing weIIs be
protected by it, until a1l structures and devices requircd as
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described herein have been constructed ancl are operating.
Applicant, its successors and assigns, shal.1 be permitLerl to
continue to utilize the subject five shirres of stock j-n the Park Ditch
Company for irrigation in the historic rnAnner until sucl'r time as well
permits for the 72 single family residences are applied for and Lppllcant
its successors or assigns, desires to put Lo use tlie 42-49 acre-feet
of additional historic consumptive use determined to be awail-ab1e
hercby. Applicant, as the direction of the Divisi.on Eng.ineer, wilI
terminate the historic irrigation of 32 a(:res at such tinres ancl to
such extent as are necess;.rry to limit t-]re corrsurnpt-l-on of r+ater from
the sub ject f ive shares f or .-r11 purposes i.nc) uciing tl're suhj ect vrells
to no rnore than 48 acrc-fcet pcr year.
It is accordinqly OIIDErlliD that- tliis ruling shall be filed r"rith
the t{ater Clerk and sitall become effective upon sur:h filinq, srrbject
to Judicial revierv pursuant to Section 37-9')--304, C.R.s. 1973.
It is further ORDIIRITD that a copir of tliis ruling shall. bc filed
with the appropriate Division trngineer irncl the Stabe Llnginec:r.
J/.
Done at the Cir-y of Gtenvrood Sprinr;s, Coloraclo, tltis Z-f ?
clay of AUr, ''.. f , te _8_q.
BY TIITJ REPIiREII :
t-c r
I.i t-er Division llo. 5
of (loloracloSLaLe
No protes! wos {il:d irr this n;oit::.
Thc fo;cAcin3 rr.,lir,C i: conlirr,r-;,.1
r:rnd opprcv:d, onC ii nr:;J,: il:.:
Jud g m,r rr I o:rcl, D ir :r.: e o f t)f,z;*-r,.,ioi,-@lLr$'l-/i{-
J | \\ _./z ,/t- \- \\4 _.7
-\'.l-_--'\{t"-I____.,
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DISTRICT COURT, WATER DiVISION NO. 5, COLORADO
I Application No. 88CH282
I RULING OF REFEREE
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IN THE MATTER OF THE APPLICATION FOR }.IATER
-DEVELOPMENT COMPANY, IN THE ROARING FORK RIVER, OR
INVOLVED: CATTLE CREEK, IN GARFIELD COUNTY
RIGHTS OF CARBONDALE I-AND
ITS TRIBUTARIES, TRIBUTARY
The above entitled Application was filed on August 12, 1988, and wasreferred to the undersigned as l,later Referee for hlater Division No. 5, Stateg{- Colorado, by the Hater Judge of said Court on the 16th day of September,1988, in accordance with Article 92 of Chapter 37, Colorado Revised btatutes
1973, known as The l,later Right Determination and Administration Act of .|969.
And the undersigned Referee having made such investigations as arenecessary to determine whether or not the statements in the Application aretrue and having become ful'ly advised with respect to the subject matter of the
4pPtication does hereby make the following deternrination and Ruling as the
Referee in this matter, to wit:
l. The statements fn the Application are true.
2. The names of the structures involved are CLDC llelI No. 2 through
CLCD hJell No. 14.
3. The name and address of the Claimant: Carbondale Land DevelopmentI Company; 840 South Adams Street; Denver, C0 80209.I 4. The source of the water for each of the structures is a well having
I an estimated depth of 350 feet, and being tributary to Catt'le Creek, tributary
I to the Roaring Fork River.
5. The legal descriptions of the location of the wells are as follows:I
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(a) CLDC l.le'll No.
7 S., R. BB l.l. of the 6th P.M.
distance of 1,200 feet from the
(b) CLDC lrtell No.
7 S., R. 88 bl. of the 6th P.M.
distance of 2,000 feet from the
(c) CLDC l,lell No.
7 5., R. 88 l.J. of the 6th P.M.
distance of 580 feet from the Nll
(d) cLDc t/eil No.7 S., R. 88 I.l. of the 6th P.M.
distance of 1,880 feet from the
2 is located in the SW1/4SW1/4at a point which bears N.
Sll Corner of said Section 11.
3 is located in the SE1/4SI.t1l4at a point which bears N.
Sll Corner of said Section 11.
of Section 11, T.
11000'05" E. . a
of Section 11, T.
51"01'11" E. a
4 is located in the NWU4Nl.lll4 of Section 14, T.at a point which bears S. 51o29'53" E. a
Corner of said Section 14.
5 is 'located in the NE1/4Nl,l1l4 of Section 14, T.at a poi nt whi ch bears S. 86o53'46" E. a
Nl.l Corner of said Section 14.
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( x- leBB )
Carbondale Land B8CW282
Ruling of Referee
?age 2
(e) CLDC l,lell No. 6 is located in the NW1/4NE1/4 of Section. 11'_ T.
7 S., R. '88 hl. of the 6th P.M. at a point which bears S. 87"53'37" E. a
'distance of 4,200 feet from the Nl.l Corner of said Section 14.
(f) CLDC l'Jell No. 7 is located in the NE1/4NW1/4 of Section 14, T.
7 S., R. 88 I'1. of the 6th P.M. at a point which bears S. 50'25'30u E. a
distance of 2,290 feet from the NH Corner of said Section 14.
(g) CLDC Well No. 8 is located in the SW1/4NE1/4 of
7 S., R. 88 l.l. of the 6th P.M. at a point which bears :
distance of 3,540 feet from the NE Corner of said Section 14.
(h) CLDC Hell No. 9 is located 'in the SI'11/4SW1/4 of7 S., R. 88 l,l. of the 6th P.M. at a point which bears
distance of 1,030 feet from the Sl.l Corner of said Sect'ion 14.
(i) CLDC l.lell No. 10 is located in the SE1/4SW1/4T. 7 S., R. 88 l.l. of the 6th P.M. at a point which bears
distance of 2,810 feet from the Sl,l Corner of said Sect'ion 14.
(j) CLOC Well No. 11 is located in the SW1/4SE1/4T. 7 S., R. 88 H. of the 6th P.M. at a point vrhich bears
distance of 3,530 feet from the Sl'J Corner of said Section 14.
(k) CLDC l^lell No. 12 is located in the SWi/4SH1/4
T. 7 ll., R. BB l,l. of the 6th P.M. at a point whjch bears
distance of 1,280 feet from the Sl.l Corner of said Section 14.
(l) CLDC Hell No. 13 is located in the NW1/4NE1/4T. 7 S., R. 88 l,J. of the 6th P.M. at a point which bears
distance of 1,920 feet from the NE Corner of said Section 23.
(m) CLDC l.lell No. 14 is located in the SE1/4NWi/4T. 7 S., R. 88 l.l. of the 6th P.M. at a point which bears
distance of 3,830 feet from the NE Corner of said Section 23.
Section 14, T.
s. 48" 59 '02" ll. a
Section 14, T.
N. 9" 18 '03" E. a
of Secti on 14,
N. 64"02'11" E. a
of Section 14,
N. 82"12'09" E. a
of Section 14,
N. 85'42'23" E. a
of Secti on 23,
s. 51"05'48" hJ. a
of Section 23,
S. 48"56'53" I,l. a
6. 0n August 29, 1980, 'in Case No. 79C1.J96, the Hater Referee for l{ater
Division No. 5 awarded to each of CLDC l,lell No. 2 through CLDC Hell No. 14, a
conditional water right for 0.044 cubic foot of water per second of time, to
be used for domestic, irrigation, piscatorial, and fish and wild'life
propagati on purposes , wi th appropii ati on date of Apri I 24, 1979 ' for each
well. - The claimant was directed to file an app'lication for quadrennial
finding of reasonable diligence in the development of these conditional water
rights- in August of 1964 to maintain said conditional water rights in full
foice and effeit. This Rul'ing of Referee was confirmed and made a Decree of
the Court on 0ctober 15, 1980.
During the intervening years, dt timely interval s as required . by
statute, the Claimant has shown to the Court that reasonable diligence h1s
6een exercised in the development of this conditional water right, and-the
Court has ruled in Case No. B4CI,J259 that said water right be continu6d in ful'l
force and effect.
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(x-1eBB)
Carbondale Land 88C 2
Ruling of Referee
Page 3
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0n August L2, 1988, as directed by the Court in the iast previous
finding of reasonable di I igence, the Cl aimant f i led, f n Water Court for l,laterDivision No. 5, an Application for Quadrennial Finding of Reasonable Diligencein the development of these conditional water rights.
In support of this Application, the Claimant has submitted a detailedoutline of the work performed and the expenditures made during the last
quadrennial diligence period toward the development of these conditional water
ri ghts .
The Referee, having examined the informat'ion submitted by the applicant,
and having completed the investigations necessary to make a determinat'ion inthis matter, does find that the claimant has shown reasonable di'ligence in the
development of the proposed appropriation fo the water conditiona'l'ly awardedto CLDC HEll No. 2 through CLDC l.lell No. 14; and therefore concludes that the
above entitled application should be granted, and the conditional water rights
be continued in full force and effect.
Application for a Quadrennial Finding of Reasonable Diligence shal'l befiled in August of 1992 and in August of every fourth calendar year thereafterso long as the Claimant desires to maintain these conditional water rights oruntil a determination has been made that this conditjonal water right has
become an absol ute water right by reason of the completion of the
appropri ati on.
I it, js accordingly 0RDERED that this Rul ing shal l be filed with the l,later
Clerk subject to Judicial review.
I u,r.orllutl'oilYiff"r:X?:::? jll'ri.
Dated /or.*/u 2) /\fl
copy of this Ruling
State Engineer.
shall be filed with the
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No protest waS filed in this matter.
approved, and is made the Judgment and
Dated -l)tCn*, lorJ/, /ilf .
, ' r.--' " f''- '
. I: -^:2:::'.'r* "/ .&t. -
'e7(*o/z;;ta't,7y'/7
C'opy ct the foregoin3 mri'ed tc all
Cnunsel ol reCoi<141a..^. _
fi,:l:; ec:=0rv. En::n::15--,
siatr: rn:ilcriu:-, -, a/3 3 1 !L_
BY THE REFEREE:
fra"/"1
l'{ater Keferee
l,later Division No. 5
State of Coiorado
The foregoing Rul ing fs confirmed
Decree of this court.and
b#
EXhl!E[T
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HXI-IIBIT ${
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h 2a, 1gg9
d of County
ield County
ty Court Ho
wood Springs,CO 8T6OL
lemen,
he request
BRUCE KISTLER
Attorney-at-Law
L873 S. Bellaire St. #5IADenver, Colorado B@ZZ2
778-6999
].SS1c)ners
ction with
ted in Garfi
n the Exhibi
u1y yours,
Kistler (
Carbondale Landir application
Id County, I haveatta.ched hereto
Development Corpora
f or the subdivisi_
e>:amined the easeme
and having done sobondaLe Land Development Corporatlonassign the use of such eaeement fore owrrers of l_ots involved. in the a(when sold.
ion and
of
ref
amoft
has
Very z,
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EASEMEMT
FOR VALUABLE CONSIDERATfON, the receipt of which is herby
acknowredged, carbondale Land Development corporation, a colorado
corporation, has and does hereby granL unto the persons named in
Exhibit A attached hereto, their heirs, executors, personal repre-
sentatives and assigns each a non-exclusive and perpetuar easement
for access purposes over and across the lancls descri_bed in Exhibit
B attached hereto
By acceptance hereof, each grantee agrees to pay his, her or
its proportionate share of the maintenance an<i snow removal costs
for the easement. such proportionate share sharr be dctermined by
dividing such costs as from time to time are determined, by the num-
ber of grantees accepting the easement.
The costs of such maintenance and snow removal sharr be
periodically delermined by either (1) 60t or more of the grilntees
accepting this easement or (2) an association organized by tr0t or
more of the grantees accepting this easement, which may be organized
for the purpose of operating this easement. Any association so
organized shall have fuI1 rights to esLabtish by-1aws and procedures
for the assessment of costs and enforcement of the covenants herein
contained, which sha1l bind the grantees accepting this easement
as fully as if such were set forth herein.
The grant of this easement shal1 become effective on1.y upon
acceptance hereof as provided for below and the recording ofl this
instrument in the office of the clerk and Recorder of Garfierld
County, Colorado.
Carbondale Land Development Corporation, for itself, its
successors and assi"gns hereby reserves the ri.ght to use suchr ease-
ment for access or other purposes free of any maintenance, s,now
removal or other obligation.
This easement may be executed in counterparts
DATED: Apri). 11, I980
CARBONDALE LAND DEVELOPMENT CORPORATION
ATTEST:
Assr.stant. Secretary
Pres iden t
n
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THE UNOERSIGNED HEREBY
SUBJECT TO THE TERMS THEREOF.
ACCEPT TIIE NBOVE GRANT OF EASE:HENT
David Walter Dangler (date )
Jack E. Warki-ntin ---Ta-at?I-
Joan A. Warkintin (date )
Bruce A. Mclntyre (date )
Raymone E. Pint (date )
Joan E. Pint.(dateT
Silaron Cain (date )
Gaylen P. Cain (date)
l4ichael Trulove (date )
Carol Lee Trulove (date )
James McCutcheon Noyes (date)
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--J*-,
EXIIIBN B
60 FOOT FOADT{AY r.\Srttr\?
Beq lrrn Inq at t.hG Southcart f ectlon Cornor o!'Sectton lf , Tornsh[= 7
S'ouch, Rano.88 tlcrt of thr SlxLh Prlnclnal llorldtan, G.rr(tclrl L'ount.r.
Colorado; the nce ]1.32'28'.37'E. l Jll. a ) loo! to r polnt on thc'northed:iterly rlqht,-of-vay llne of County Rocd llo. Il2, r.rlct lolnt
be ing the l:3rr Polnt of Beg lnnllql thoncr along tho centorl lne r.rfa 60 foot l6llortno court.r ancl dtrtincGr:
thencc I{rr.82 loet along tho arc of a curvo to thc rtqht hlvlng rl
radlur of 986.00 fce E, a Gontr.1l anole ol Og.1l'J{', (chorrl bo,rrrl;.06'la'l{-8. l{6.69 tcct) I thcnco l0a. {7 f ert elon,r the arc of r
curve to thc rlqht, havtng a radtus of 971.00 fert, a cerntral .:rrrrrlt. t'f06'09'07' (chord bcarr N.l3'35'05-8. loa.12 fortlt thcncr: N,lr,'
l9'J8'8. l0{.13 loot; thcnet Il0.1l feci along thc arc rcf r cnrvcto thc Ief t havlntt a radl,ur of I6?5.00 f rct,, a ccntral angIe. of
0l'46'02- (chord I oars N.l{'{6'17'E, 110. Il foet) t thcnce N. t2'5!')6'2. 79.25 f ectt lhence 118.62 lert along the .re of ! curve to tlrt'Ief t havlno a radlut of 26r.00 feet, ! eontrrl enolc of 25'lR'5J'(chord bearr N.00'O{'14'E; I17.64 !eet) I thrncc 9q.a6 feoB alonq thc
rrc o( e curvo to Bhe rlght havlng a radtur of 168.00 feat, a ccntrrl
anglc of I5'29'36' (chord bearr'N.03'00'{{'x. 99.16 frel) I thcnce
N.02'aJ'{9-E. a4.a7'footl thcnce 99.19 fort elong iho orc o( a curv,'
Eo [hc ]cft havtng r rrdlua of 62{.00 !eet, a crntral rnslc of
09'08'28' (chord brarr N.OI'30'1S-}l. 99.19 frrt)l thonco N.o6'21'
l9'w. l{0.98 (retl Ehcncc 118.82 loet elong thc arc of N curvc to t\e
rlqht, havlnq I radlur of {nJ.OO feat, a contral anqle of 16'51'
l5' (chord boorr N.02'ol'08'8. 118. J9 ?oot)l thrnce Ll1,6R fee)-
along thr trc ot. curvt to the lett hevlnq. redl[r o!'Iln.0o
faet, r ccntral tngl. of .18'18'{5' (chord beort N.lJ'{0'17'tl. lll.'l:
fcet): th.nce !1. 17'{9'{9't{. 66.9{ fcctt thcncc 9{.9€ fcat alonq the
arc of a curvo to thr la(t havlnq a rodlur o( 112.0rl (eet. d cetrt rcl
angle o( l1'17 ' I5' (chord bcars N. 4l'28 | 2?'l''. 9{. 80 feeL ) ; thcnce
H.{9'07'O{'H. 122.89 feetl thance Il0.{l feet alono the t'tr-c 'tf Jr
curve to thc lctt hevlng a radtue of llB.29 f cetr r: eentrrl rrnQlt
of l8''2'00' (chord beora N.58'28'0{'w. 109' cl2 f ect) t thtlnct' N ' 6 l'
a9'01'tl, {9.62 feeB, thance 1j6.?9 fcot alonq tho arc oI dt curvr! t.o
che rlght havtnq . radlus of ']47.16 fcet, a central .lnolo of -'l'
2?'38' (chord boarr N.56'34'l5'W. II5.1? feot); thence 44.n8 fl.ct
along tlrc arC O( a curva to tho Ief t. havlnq ^ r.r<ltrts ol' 14,16.:'l
f ocL. a contral angle of 04'22'59- (chorrr bcars .{. 17'}q u 55-W. R''t' o6
fcet)l thcnce N,af l2'?5't{. 41.98 loctl thenco 12?.99 feet olon'l
t-ho .rc o( a curvG t.o thc rlght, havinq o radlus o( 217.55 f c'et,
a e6ntral anglc of Jl'{?'29' (chord bonrl N.l2'tl'll'l{. 126.15 feetl;
thcnco ll.lt'59ta6'll . 107,27 f oet, thonco 101.23 fer:t nlonn the rrrc
ol a curvf to the lof t, havlnq a redlul of ?ll .47 faot, r ct'rltr,tt
6ngl. ol 2('00'la' (chord bcarB N.27'39f iJ't{, 100,11 tootlt tltnnt":
d. 1O'OO'OO'tl. 51.01 f act to a I'olnt of ?crrrinat lon I ocat.ed \. r'q'
5)'Jo'H. ll52. aa fect frm thc Ealt Quartor Cornor of rorld !:cr;'-lon t'
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