HomeMy WebLinkAbout1.0 ApplicationPu r susan t
anended, and
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bhe
23,
BEFORE THD BOARD OF COUNTY COI4I.IISSIONERS OF
GARFTELD COUN?Y, COLORADo
LBT IT r ON_FOR_EXEMqrr ON
C.R.S. (1973) SecEion 30-28-]01 ( i0) (a) (d) as
Subdivision Regulabions of Garfield Counb.y, Colora<lo,
!SA,l sect,ion 2220.49, E,he untlersigneJ
t
ResoluEion the division of _3i _acre tract of rancl inbo t,r acts of
approximaEely 1 +acres each, more or Iess, from the clefiniE ions of
"subdivi.sion" and subdivided Iand" as E,he
C.R.S. (1973) SecE,ion 30-28-I0I (10) (a)
subdivision Regurat,ions for Ehe reasons sEabed below:
SUBMITTAL REOUIREMENTS :f;FFIIcaET6n -,tEIEE-ici"fies bhe'review criE.eria musr be submir,t,ed wir.hall bhe following informabion.
A.
terms ar e used and def ine<l in
(d) and bhe Garfield CounEy
B.
skeEch map ab a minimum scale of r n =200r showing Ehe I egaldescripbion of r,he property, dirnension and area of aII Iots orseparate inE,erests Eo be creab,ed, access to a publ icright,-of-way, and any proposed easerer)t,s for clrainage,llrig!Eion, occ€ss or ut,it ieies;viciniLy .map aE a minimum scale of r,-2000, srrowing the generartopographic and geographic relat,ion of Ehe p.opq""d'exemption EoEhe surrounding area wi ufrin two (Z) nilesl f birt i.t a copy ofU.S.G.S. quadrangle map may be used.copy of t,he deed showing orvnership by Ehe appticant, or a letEerf rom the proper t,y owner ( i ) if- ouhei than Ehe appr icanE; andNames and addresses of owners of record of land imnediatelyadjoining and wibhin 200 feet of th; pioposea nie*pt.ion, mineralo$rners and lessees of mineral owners oi record of tire proper by Eobe exempted, an<l t,enants of any strucbure proposed forconversion; and rL
Evidence of tl," soir -Eypes an<r character istics of each Eype; andProof of legal-and aclequate source of domestic water for each Iotcreatedr method of sewige disposal, and lebLe. of approval of!i." prot,ect,ion pran f r6m appropr iabe f ire distr icui a'orf connection Eo a commulitv bi-municipar waber oi !"i., sysclmis proposed, a letber frofr tn"---g"iernirg botry sbaEing a',ri1l ingness h,o serve; ancl
13rr".tiyg.xplaining why exemption is being requested; andrt shaII be demonstratea that, Ehe p.r""r exist,ed as clescribeclJanuary l, 1973. or Ehe parcel as it exi;a;-pi"""iurv is onenot more than bhree parcers creat,ed from a ia.g"i parcer asexisE,ed on January 1, igZ:.
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A $,00.00 fee musE be submiEbed wibh Ehe appticabion
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respecEfully pebiEions t,he Board
of CounEy Commissioners of Garfiel<I Countyr Colorado, to exempt, by
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page one of one c{)ic
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A parcel of tand in the North West 114 of Section 11, Township 85, Range 88 West''ifin,
An-principle Meridian, Garfietd County, Colorado being more fully destibed
as follows:
Biginning at a point on the North line of Section L1, whence the North lYest corner
of Section 17 bears lYest 545.42 feet; -
Thence East 1550.96 feet; '
Thence South 776.38 teet;/
Thence West 775.29 teet;'
Thcnce S 00' 16' 21" W 228.36 feet; /
Thence N 79' 40' 00" W 262.16 feet;'
Thence S 66' 74' 00" W 637.00 feet; z'
Thence S 58' 38' 0CI' E 202.82 fee$ r
Thence West 447.45 feet;"
Thence North 454.11 feet; -
Thence N 43' 08'27'E 100.00feet;-
Thence N 30' 47' 27' E 112.70 feet;/
Thence N 03' 79' 33" W 83.80 feet; /
Thence S 74' 58' 27' W 125.50 feet; /
Thence North 441.50 feet; ''
Thence S 71' 25'00"-E 123.00feet;/
Thence S 0I ' 33' 00" E 154-36 feet;/
Ihence S 41' 35' 73" E 222.70 feet;'
Thence S 33' 76' 45u E 24.8i feet;-
Thence S 77' 45' 57' B 15.00 feet;
Thence N 00' 29' 3€' W 32-77 feet;'
Thence N f3' 73' 15" W 55.68 feet;'
Thence N 03' 49' 05" W 123.29 feet;-
Thence N 05' 35' 05" E 112.64 feet;z
Thence N 27' 28' 12" W 121.53 feet;/
Thence N 60' 31' 30" W 135.61 feet; /
Thence N 01' 33' 00" W 33.7E feet; /
Thence S 79' 44' 28u E 5.77 feet; /
Thence S 66' 18' 22" E 132.49 feet;/
Thence N 42' 29' 19" E 151-01 feet; /
To the point of beginning containing 40.0028 Ac. more or less.
Exlri b; f uA''
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SPECIAL WARRANTY DEEI)
Iohn Frank Nieslanik, rr. and Cecilia Letey Nieslanik, G6tor, for consideration of Ten
3:1,:ry*:^*::,f:Lt9 ,IX9le consid.eratiln, in rrana paio, r,!r.uy,rn and convey tovv..'vJ rv'I|l,illTiTtTik .d. Y*|d1lrlr ]!i-eslani!, * tenants in common, whose tegat address is0560 Road 165, Carbondale, co 81623, the following rear property in trre county of Garfieldand State of Colorado, to-wit:
That real property dercribed on
herein by this reference;
ToGETTI]ER WITII any and all water rights a,ppurteraxt thereto, providai ihat any waterrights hereby convr;led'are quit craimd, witiiiut *.rr-ty,
yittytt its appurtenances' and warrant the title to the same against all persons claiming undertt ctt".trs' excePt and subject to u.s. Patent reservations;6i1, gu, -c mineral reservationsof record; easements and rigtrts-of-way of record or as established and in place; general propertytaxes of current nature; and governmlntal rules and regulations.
Exhibit nAn attached hereto and incorporated
SIGNED this lTth day of June, 1991.
STATE OF COLORADO )
couNry .F,.A*,.TELD i ss'
The foregoing instrument was acknowledged before me this l7th day of June, 1991, byJohn Frank Nieslanik, rr. urd cecilia I*tey Nieitank.
WITNESS my hand and official seal.
My commission expires: January 25, lgg4
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CounEy of Garfleldl State of Colorado.
EXHIBIT ItAr - page 4
CARBOT{DAtE & RURAL FIRE PROTECTION DISTRICT
300 Meadowood Drive
Carbondale, Colorado 81623
303-963-249L
FAX 303-963-0569
January 29, L992
Robert, Nieslanik
0560 Co. Rd. 165
Carbondale, CO. 8L623
Re: Fire Protection
The propert,y located at 0560 County Road L65 and owned by Robert
Nieslanik i; within the boundaries of the Carbondale & Rural Fireprotection Dietrict. The District provides both fire protection
and emergency medical services.
If you have any questions feel free to contact me at 963-249L.
Sincerely,
Chris Marriott-Lawrence
Administrative As si-stant
Carbondale & Rura1 Fire Protection District
WATER
A well ( B&J Well), is a shared well and is to furnish water to the new parcel. Well
permit is enclosd.
RIGHT OF WAY
-A previous road is being re-opened to prwide access from CounU Road 153.
-Robert and Wanda Nieslanik will give the right of way from Road 165 which is
accessed from County Road 153.
SEPTIC SYSTEU
-System will follow county guidelines and requirements.
OFFICE OF THI ATE ENGINEER. COLORADO DMSION OF WATER RESOURCES
E_l8-Gcntcnnial Bldg., i313 Shcrmrn St, Dcrwer, Colorado g@0it
(303) 86S358r
Flllng:
APPUCANT
ROBEHT & WANDA NIESIANTK
0s60 165 RD
CARBONDAIE CO 8162rI
( 3o3)s6$2e35
PEBI,ITTO USE ATII EOSiTING wEtJ.
APPROVED WELL LOCATION
GARFIET-O COUNW
tlw 1/4 ].lW 1/4 Section lt
Twp 8 S RANGE 88 W 6th p.M.
OISTANCES FROM SECTION UNES
800 Ft. from North Secllon Une
1000 Ft. from West Sectlon Line
634
WETJ. PERMTT NUMBER 16?930
D!V. 5 CNTY. 8 WD 38 DES. BASIN MD
1)
2l
3)
4l
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
gqNpnlgNs oF APPROVAL
This well shall be used in such a way as to cause no material lnjury to existing water rlghts. The lssuance of thepermit does not assure the applicant that no iniury will occur to another vested water-right or preclude anotherowner of a vested water right from seeking relief in a civil court action.
The construction of this well shall be in compliance with the Water Well Construction and pump tnstallation Rules2 cCR 402'2, unlEss approval of a variance has been granted by the State Board of Examiners of water wellconstruction and Pump lnstallation contractors in accoriance with Rule 17.
Approved pursuant to cRS_ 37-92-602(3)(b)01xA) for rhe use of an existing welt, constructed under file no. MH-19789, and as the only well on a tract ol drid bf eo.oo28 acres describedis thar portion of rhe Nw 1/4 of sec.11, Twp' 8 south' Rng. 88 west of the 6th P.M., Garfield county, being more particutirty descrlbed on the attachedexhibit'A'.
The use of ground water from this well is limited to fire protection, ordinary household purposes inside two (2)single family.chrellings, the irrigatlon of not more than t/io acre of home gdroens and lawni and the watering ofdomestic animals.
5) The madmum pumping rats shall not exceed ts GpM.
O The return flow from the use of this well must be through an lndividuat wasile water disposalnon'evaporatfue typ€ whEre the vvater ls returned to th€ same $ream system in whlch the welt ls
system d the
bcated.
*D F*q3
O\ruNEH'S COPY
APPROVED
JD2
Receipt No.034i18s9 DATE lssuED Jlll 0 6 lgg3
Form No.
GWS-"5
OFFIGE OF THF -TATE ENGINEER
COLORADO DN JN OF WATER RESOURCES
618 Ccnlcnnial Bldg., 1313 Shcrman St., Denvcr, Colorado BO2Olt
(3Os) E6S3s81
APPLICANT
ROBEFIT & WAI.IDA NIESLANIK
0560 165 RD
CARBONDALE CO 81623
( 303)e6&2s35
PERMTTTO LEIE A}.I EOSNNG WE.I-
WEI.L PERMIT NUMBER 16?930
MDDIV. 5 CNTY. A WD 3S OES. BASIN
Subdlv:
APPROVED WELL LOCATION
GARFIETD COUNTY
IrlW U4 lrlw 1/4 Seabn il
Twp 8 S RANGE 88 W 6th p.M.
DISTANCES FROM SECTION UNES
800 Ft. from North Sectlon Une
1000 Ft. from West Sealon Une
1)
ISSUANCE OF THIS PERMTT OOES NOT CONFER A WATER RIGHT
c.Q![gmoN"s oF APPROVAL
This well shall be usod in such a way as to cause no material lniury to existing water rights. The issuanc€ of thepermit does not assure the applicant that no inlury will occur to another vesied water right or preclude another
owner of a vested water right from geeking relief in a civil court astion.
The construstion of this well shall be ln compliance with the Water Well Construction and pump lnstallation Rules2 CCR 402'2, unless approval of a variance has been granted by the State Board of Examiners of Water WellGonstruction and Pump lnstallation contractors in accordance with Rule 17.
Apprwed pursuant to cRS_37-92-602(3xbxl)(A) for the use of an existing welt, constructed under lile no. MH-19789' and as the only well on a tract of land of 40.0028 acres describecl-as that portion of the NW 1/4 of Sec,11' Twp. I South, Rng. 88 West of the 6th P.M., Garfield County, being more particutirly described on the attachedexhibit'N.
T.he us9 d ground water from this well is limited to fire protection, ordinary household purposes lnslde two (2)single family chrvellings, the irrigation of not more than l/iO acre of
'home
garOens and lawns and the watering'o:fdomestic animals.
The maximum pumplng rate shall not excsed 15 GpM.
The retum flow from th€ use of this well must be through an indivldual u/aste water disposal system of thenon'evaPorative type where th€ water ls returned to th6 sime stream system in whlch ttre weU B frcaeO.
2l
3)
4)
5)
6)
p P*q3
PUMP INSTALLER'$
COPY
APPROVED
JOz
Receipt No.03438s9 DArE rssuED Jlll 0 6 lgg3 ExPtRAToN DATE JAll 0 6 rf,'5
FORM
NO,
GWS.7
8le1
D(EMPT
o F F r cEr6I18E SP*ro#rB& N E E rr
821 Centennlal Bldg., 1813 Sherman St., Denver, Colorado g0203
(303) 866€581
INFORMATION FOR WELL PERMITS APPHOVED PURSUANT TO CRS 97.92-602(HOUSEHOLD, DOMESTIC, LIVESTOCK AND EXEMPT COUnltendr,qt U-SeSl
PLEASE NOTE CAREFULLY THE COND]TIONS OF APPBOVAL ON THE ATTACHED COPY OF YOUR PERMIT.THE CONDITIONS MUST BE COMPLIED WITH ITI ONOER FOR THE PERMIT TO BE VALID.
The well must be constructed and
.f.revr.Y.. rvF
::HilY:lj::i'g?j"':llTi19_l11lgftrugtro,n walcgmpreted prior to expiration or the wefi permit. rheffiffi tl' r' ilJl'o1l'iiill''.,Jii,i^La L^--r -u -
Ifl:*''1,0"::':::,,I: :Y:11,:: ::pliy j: :o.-Loed at thf oiscietion oi tn' state Ensrneer ror sood cause;ffiff#"#;:ffi1H;H;On tha nafmli Tha raa,,o^+ 6,r^. ^.-.^.^.L.- ^L^ --,-.r
fr#:itaarrltaA la m--l^r^ tL^ .---rr - .e-allilEl]l, 9t lltllrequired to complete the well, and must specify the length ol extension yo, deslre, not to exceed one (1) year.
REGUI.ATIONS
tf you have questions, contast the Denver otfice, or the Divlslon officE where your wett ls located.
THE WELL MUST BE CONSTRUCTED AND THE PUMP INSTALLED BY CONTRACTORS WITH CURRENTLlcENsE(S) lssUED BYTHE STATE oF coLoRADo untess exempted as descrtbed on the reverse side. The we1constructlon and pump lnstallatlon reports must be submltted to ine office of the state Engineer wlthln slxty (60)days of completion of the work or within sgven aays atter expiration of the permlt, whichever ls earl6r. yourcontractor must provide you with a .9py. of the *oik r.portlsi rre has filed with the state Engineer. The wellconstruction and rest Report, Form Number GWS-31 rnb tn. rrmp tnstaitation and rest Report, Form NumberGws-32 are avaitable from the Division of water Resources otfices.
You have been provlded wlth at least two coples of the well permit. The owner,s copy ls for your records. Thesecond copy ls for the pump lnstallation contractor. You may make additional copies for the wett constructioncontractor if you selEst one difierent from the one indlcated ln your apptication. lf you did not indicate a proposedwell construction
":It3.ryt-o-n the appllcation, four ropi.. 6t tnr'd"rrii are enclosed. Do NoT GlvE youR,OWNEB'S COPY'TO THE CONTRAdTOR .
The original permft ls on file ln the Denver office Records section. Addltionat copies may be obtalned for a leeof 50 cents per page. Any change of malling address oi ownersrrip shoutd be reported to the state Engineer bythe new owner on a ochange ln o,vnership/Adoress,,, lorm number GWS-I1.
DrvtstoN I
8OO 8TH AVE. RM. 321
GREELFT, CO S0631
(303) 3s2€712
DIVISION 5
1429 GRAND AVENUE
GLNWD SPGS. CO. 81601
(303) 945-5665
DIVISION 2
219 W. srH RM. 223
PUEBLO, CO. sloo3
r/19) 542€S,68
DrvtstoN 6
320 LINCOLN AVE. G.l
STMBT SPGS., CO.^UN
(30s) 87e-0272
DtvtstoN 3
42,4Tt15T.
DIVISION 7
1474 MAIN ST.
DtvtstoN 4
1'IO E. NIAGARA
DENVER OFFICE
RM.821
A|-A[4OSA, CO Stlot MONTHOSE, CO. B14Oa
r/ls) 58s.6683 (303) 24e-66i2
DURANGO, CO. 81302 1313 SHERMAN ST.
(go3) 247-1845 DENVER, CO.8oztrt
(303) 866€581
WEII CONSTRUCTION AND PUMP I \LLATION BY THE WELL OWNER
You may construct the well and/or installthe pump yoL
you own, and is constructed or pump equipment is installed
resoonsiblliv to complete and submit the Well Construstion ar
lnsilallation and Test Report, Form Number GWS€2. These
constructed and the pump installed in accordance with the we
of Water Well Construction and Pump lnstallation Contractors.
TI,IE WELL CONSTRUCTION AND PUMP INSTALLATION RUI
DISINFECTED AFTER CONSTRU TION AND AFTER PUMP IN
yoursetf if the well is entirely for your own use, is on prope('
led with equipment owned and operated by you. h is vour
n and Test Report, Form Number GWS€l and/or the Pump
lse forms are available from our offices. The well must be
,well construction standards of the State Board of Examiners
ors.
RULES STATE THAT ALL WELLS OF THIS TY"E MUST BE
P INSTALI-ATION.
TTIE WELL CONSTRUCNON AND PUMP INSTALTAT]ON RULES ARE AVAILABLE FROM DIVISION OF WATER
RESOURCES OFFICES FOR A FEE OF $3,00, The rules cover well construction, pump installation, disinfection,
abandonment and contractor licensing regulations. lf you are constructing your own well or installing pumping equipment,
it ls recommended that you obtain a copy of these rules for reference.
wEus To BE PLUGGED AND ABANDONED MUST BE PLUOOED tN ACCORDANCE WIH RULE 11 (SHOWN BELOV0
OFTHEWELLCONSTRUCTION AND PUMP INSTALI.ATION RULES. AWELLABANDONMENTREPORT, FORM NUMBER
GWS.g MUST BE SUBMFTED TO CONFIRM THE PLUGGING OF THE WELL THIS FOBM 1S AVAIIABLE FROM OUR
OFFICES.
ll.1
I 1.1.1
RUI.E 1I ABANDONMENT STANDARDS
11.1.2
The plugging and sealing of allwells and test holes ls necessary to prevent contaminatlon of ground
water and the migration of water through the unused borehole. lt is the ultimate responsibility of the well
own€r to have a well properly plugged and abandoned. The well construction contractor ls responsible
for notitylng the well owner of the plugging and abandonment requirement pursuant to this Rule 11.
Persons authorized to install pumping equlpment may plug and abandon wells which do not requlre the
removal of casing from more than one aquifer or the ripping or perforating of casing opposite confining
layers.
All materlals used for backfllling shall be clean, free from contaminants and chemically inert.
Unconflned Wells-Wells completed into unconfined aquifers shall be abandoned by filling wlth either
on-site materials, clean sand or gravelto the static water level, then with chemlcally lnert materials to
the ground surface. A permanent watertight cover shall be installed at the top of the casing. The casing
may be cut off up to flve (5) feet below ground level provided the watertight cover is welded or
permanently attached to the top of the casing and the hole ls backfilled to the land surface.
Cathodic protection holes, dewaering wells, horizontal drains, monitoring and observation holes,
percolation holes, piezometer holes, sump pumps and test holes shall be abandoned either pursuant
to RulE 11,2 or by removing all casing urhlch was installed and by filling the holo(s) wtth drill crrttings or
chemically lnert materials to within five (5) feet of the ground surface. The top five (5) feet of the hole
shall be sealed with materials equalto or less permeable than the top loot of the surrounding soils.
Conflned Wells
Wells which were constructed through more than one aquifer shall be abandoned by placlng a grout
plug at the contining layer above each aquifer. lf records do not show that the casing opposite each
confining layer has been grouted when originally installed, the casing shall be either completely removed
from the hole, or pedorated or rlpped opposite such layer priorto placing the grout plug. Noplug shall
be less than twenty (20) feet ln lengh.
The well caslng except for the grout plug lntervals shall be completely ftlled to the land surface with
chemlcally lnert materlals. A watertight cover will be permanently welded or attached to the top of the
casing. The caslng may be cut off up to five (5) feet below land surlace provlded the watertlght cover
ls welded or permanently attached to the top of the casing and the hole is backfllled to the land surface.
1 1.1.3
1L3
11.2.1
llJl
1 1.3.1
11.9.2
General
aM
gccUon 27
acctlon 3
accUon 3ti
, noDEnr &, e
VANI'A Y.
EX-F
T7S R88W
T8S REBW -_'a--'€'
l
I
I
Ij
sccUm 11
t'/'/
arizrzni,;%/'/'/rtrr'//z"ft,,%hr
.----J-:-;-':lD--:---;;;li::lofiN tr. &H{jj
scctlon 10
*pP'erPsum Area,' Colorado
lhe range condition deteriorates, mounlain big
sagebrush, Douglas rabbilbrush, chealgrass, and
annual weeds increase in abundance.
This unit responds well to applications of fertilizer, to
range seeding, and to proper grazing use. Areas that
are heavily lnfested with undesirable plants can be
improved by chemical or mechanical treatment.
This unit is well suited lo hay and pasture. A
seedbed should be prepared on the contour or across
the slope where practical. For successful seeding, a
seedbed should be prepared and the seed drilled.
Applicalions ol nitrogen and phosphorus fertilizer
improve lhe growth ol forage plants. Proper stocking
rales, pasture rotation, and restricted grazing during wet
periods help to keep the paslure in good conclilion and
prolect lhe soil from erosion. Furrow, border,
corrugation, and sprinkler irrigation systems are suiled
lo this soil. Pipe, dilch lining, or drop structures in
irigation ditches lacilitate irrigalion and reduce the
hazard of ditch erosion.
This unit is well suited to irrigated crops. lf properly
managed, it can produce 80 bushels of barley per acre
annually.
This unit is well suited lo homesite development.
This map unit is in capability subclass lVe, irrigated
and nonirrigated. lt is in the Deep Loam rango site.
33-Earsman-Rock outcrop complex, 12 to 65
percent slopes. This map unit is on mountainsides and
lidges. Elevalion is 6,000 to 8,500 leet, The averago
annual precipilation is 14 to 16 inches, the average
annual air temperature is 42 to 44 degrees F, and tlte
avorage trost-free period is 80 to 105 days.
This unit is about 45 percent Earsman very stony
sandy loam and 35 percent Rock outcrop. Tho Earsman
soilis on the less steep slopes, and the areas ol Rock
oulcrop are in the sleeper convex areas throughoul the
unil.
lncluded in this unit are small areas ol Arle and
Ansari soils and soils lhat are similar to the Earsman
soilbut are deeper over bedrock. lncluded aroas make
up about 20 percent ol the total acreage.
The Earsman soil is shallow and somewhat
excessively drained. lt lormed in residuum and
colluvium derived dominantly from calcareous redbed
sandslone. About 5 to 10 percont ol the surface is
covered with flagstones, and 5 to 15 percent is covered
with channery fragments. A thin layer ol partially
decomposed needles, twigs, and leaves is on the
surtace in many places. Typically, the surlace layer is
reddish brown very stony sandy loam about 5 inches
lhick. The substratum to a depth of 19 inches is very
channery sandy loam. The depth to hard, calcareous
sandslone ranges lrom 10 to 20 inches.
i
t
t
l
I
t
l*
35
Permeability is moderately rapid in the Earsman soil.
Availablo waler capacity is very low. The eflective
rooting depth is 10 to 20 inches. Bunoff is rapid, and
the hazard ol waler erosion is slight to severd on the
steeper slopes.
This unit is used mainly as rangeland or as wildlile
habitat. lt also is used as a source ol llrewood and
posts.
The potential plant community on this unit is mainly
pinyon pine, Utah juniper, bluebunch wheatgrass,
bottlebruslr squirreltail, lndian ricegrass, and weslern
wheatgrass. Tho potential production ol the native
understory vegetation in normal years ls about 500
pounds of air-dry vegetation per acre.
The slope limils access by livestock. The limited
accessibility results in overgrazing ol the less sloping
areas. ll lhe plant cover is disturbed, protection lrom
flooding is needed to control gullying, streambank
cutting, and sheet erosion.
This unit is suited to limited production of firewood.
The average annual production is 5 cords per acre, The
average slocking rate is 100 trees per acre. Speclal
care is neoded to minimizs erosion when the stands are
thinned and when other lorest management practices
are applied.
This unit is severely limited as a site lor homesite
development. Limitations include the shallow depth to
bedrock, the. exposed bedrock, lhe slope, the rapid
runoff rate, and the very high hazard ol water eroslon.
This map unit is in capability subclass Vlle,
nonirrigated. lt is in the Pinyon-Juniper woodland sile.
(TD-e^pedrado loam, 2 to 6 percenr slopes. This
dc-ep, well drained soil is on fans and upland hills. lt
formed in alluvium and eolian material. Elevation ls
6,500 to 9,000 feet. The average annual precipitation is
15 to 18 inches, the average annual air temperalure is
40 to 44 degrees F, and the average frost-lree perlod is
75 to 95 days.
Typically, the surface layer is brown loam about 5
inches thick. The subsoil is clay loam about 35 inches
thick. The substratum to a depth ol 60 inches or more is
clay loam. The soil is noncalcareous to a depth ol 38
inches and calcareous below thal depth.
lncluded in this unit are small areas ol soils lhat are
sirnilar to the Empedrado soil but have a darker, thicker
surlace layer. Also included are small areas of soils that
are similar to the Empedrado soil but are sllt loam or
silty clay loam. lncluded areas make up about 20
percent of the total acreage.
Permeability is moderale in the Empedrado soil.
Availablo waler capacity is high. The ellective rooting
depth is 60 inches or more. Runofl is medium, and the
hazard of water erosion is slight.
Soil Surve
36
ltli+**ilir**l*niit-**r
.*a
[*Ti,fl[*.r,:1,^.:lUlll,'-X:"I',liXJ1]"'n''
Id
$:$fil[,"srffig1$11;;;igffi
H
irt, .*t"g9 tnf i [.i ".,u.
lt the rarrie cJndition ilfabout 1' soo e1y 1li,l'"" t.[- r ug eb r u sh, (e nt u ckv
i.i.ti"t.ttt*.o-Yl;"ggilbrush, .no "nn-r"iweeds
tc
iurr"iatt' 6ouglas rabbitbrusn' ilrrv q""-- n
iffi;;; in abundance' --, small grain s
"i[:;r:ir*}il}''i"i:,U[ni5i,1:f' l'"'.H l
f ilt n.tt t!t.t ?l;;; mainrain titth and tne content ot I
I':Ef*.****ii{'.ttiiffi ,r***.
main limitations aL- tne :11[;If-'llett potential can
*iit t't" p e r m e abilitv' r'h't 1ll:': '"il.' i J*o
"ti
o n
'iI *t-'ii"d bv thoroughlv-!l?',n1"'':^; u-t-o"tto..'.'e uv
ft;. Th; moderate PBttTr€3Dr*r)' uo
increasins tnt titi'o' int t*::tl1l,'l1'3 i' "' irris atecl
rhis map unit is il ?"?'1!iY::?H- ;nst tiit'
"ni'nlnittigated'
lt is in the ueep u'
3$-Empedrado roam' 6 t:l: IiJX'Jfi1lfil; In''
ff 'mii,ffiJtr,i :li i i, l1r":::li#;nlil"ii,",,
biiioi, gPoo leet' The averase-a
about 15 to ''.i
'ilii";'
ini ::'i:q ilfti''"X'erase
Et lil,1; ff
',,':?,{j:'#
i * *,*r** ;i.#i.',,
fftr {T:1 ;ll;.ix i: t!.*rf ,* i H* T LilH.,,
'tqliiifiJ ili*,if''ffi r$ "j ;:riii$'F'
similar to th
su rr ace r av e-r' 1t so- i ncr u d ed ar e'''i
13l :f :li'::il': lt.
",.
Lirir"i to the E[p,"^::,"i:":-"-:j#;;s maxe up
Iiriv .r 11,"::ilJ."l lil: i:, Xi:;
*#, ,il#l[] * # *i:rlxiil,ii' i*"n'
ffi th i' 9?^,'*f '"1 Ji'S''L',,[[,'.t'hazard ol
rt i. u#?l'J,HX;;'i;#;i;; croPs rt is werr
iltrJ'^ft 1'"-f i:*tiii"H'T''il
jH'ij[lilifr
"ftrfUtli, *,rr suited to allalla and'small erain
rulrlff*ul'*'*-'+f"flf:'Ul*h*t'":*:',:illil'
t:flu##trffif#tti:iffi
?i" .,.fb. *Tfl [T]*l' *1ffi"':::n
about 1'SO0 p'11,^rain
big sageDrusu, Kentucky
rle te rior ate s''."-Yllilu[iirri, ih, and annu al wee
b tu. g r. r r, t_..Y
Pl : il;:i t L-., ir. nrc a r e d o mi n I
in.ri".t in abur'- in ooor oondition;lherelore' li
-"+ifi{t{,''u*1'*u':*dd
main limitatt?^ll:il; poirnti.rcan be minimi
srope' Ih: :lll$;ii;;';i;;. rhe srope is 1. -orewetting tt'l:#;; i' ..pti. tank absorption
*"n"gt*'nt concerrr'tt:"5;;,il be installed t
installed' nUsorption lines shoulcl o
*lT:s?,B J,:[ ]i'i] rffi:'H'?133r
"]^.d'
xl***mruur*.*g
;#tiili,i,il,,H*"*"'{idT,'il'#
ri{{{l.ffiilg$iilp,$;
similar to the -Empe![T#'fi;i-"ir". ,
?'? lffiih t'inx Effi;;do soil-but havr
thicker surtace t"v=tl't";''otd areas mak'
;t j[::m;i:"LX'J::.13, n,n. Empec
This unit is used as wildlife habitat. The native
vegetation is grasses, forbs, pinyon, and Utah juniper.
_. This unit is poorly suited to homesite development.
The main limitations are the slope, the depth to
bedrock, and large slones.
This map unit is in capability class Vlll. No range site
is assigned.
(filrnoeu-Brownsro srony sandy toams, 12 io so
pErcent slopes, extremely stony. This map unit is on
terraces and mountainsides. Elevation is 6,400 to 7,700
feet. The average annual precipitation is 12 to 14
inches, the average annual air temperature is +2 rc qd
degrees F, and the average frost-free period is g5 to
105 days.
This unit is about 45 percent Tridell soil and 35
percent Brownsto soil. About 5 to 10 percent of the
surface is covered with stones.
lncluded in this unit are small areas of Forelle and
Evanston soils in the less sloping cleared areas. Also
included are small areas of basalt Rock outcrop and
soils that are similar to the Tridell soil but have less
gravel and fewer stones. lncluded areas make up about
20 percent of the total acreage.
The Tridell soil is deep and Somewhat excessively
drained. lt formed in alluvium and colluvium derived
dominantly from sandstone and basalt. Typically, the
upper part ol the surface layer is grayish brown ,tony
sandy loam about 2 inches thick. The lower part is
grayish brown very cobbly fine sandy loam about 7
inches thick. The upper 5 inches of ihe substratum is
very cobbly fine sandy loam. The nexl part is cobbly
sandy loam about 11 inches thick. Below this is 12
inches. of very stony fine sandy toam. The lower part of
the substratum to a depth of 60 inches is very stony
loamy sand. Hard basalt is commonly below i Aept'tr ot
about 60 inches. The soil is calcareous throughout. A
thin layer of partially decomposed needles, tviigs, and
leaves is on the surface in many places.
Permeability is moderately rapid in the Tridell soil.
Available-water capacity is low. The effeclive rooting
depth is 60 inches or more. Runolf is rapid, and thj
hazard of water erosion is moderate.
The Brownsto soil is deep and welt drained. lt formed
in alluvium derived dominanfly from coarse textured,
calcareous sandstone and basalt. Typically, the upperpart of the surface layer is light brownish gray stony
sandy loam about 4 inches thick. The lower part is iight
brownish gray stony sandy loam about 7 incires thicli.
The upper 19 inches of the substratum is very gravelly
sandy loam. The next 12 inches is very gravetty loamy
sand. The lower part to a depth of 6O inChes isgravelly
The Hock outcrop consists mainly of barren
sandstone, shale, and basalt.
sandy loam. A lhin layer of partially decomposed
needles, twigs, and leaves is on the surlace in ma
places.
Permeability is moderate in the Brownsto soil.
Available water capacity is low. The effective rootil
depth is 60 inches or more. Bunoff is rapid, and th
hazard of water erosion is moderale.-
This unit is used mainly for livestock grazing or
wildlife habitat. lt atso is used for limitedhomesite
development, for Christmas trees, or as a source c
lirewood and posts.
The potential plant community on the Tridellsoit
mainly pinyon pine and Utah juniper with an under:
of bluebunch wheatgrass, lndian ricegrass, Wyomir
big sagebrush, and muttongrass. Other plants thal
characterize this site are botflebrush squirreltail,
antelope bitterbrush, and lrue mountainmahogany.
average annual production of air-dry vegetalion is:,
300 pounds per acre.
The potential plant community on the Brownsto s
mainly Wyoming big sagebrush, needleandthread,
lndian ricegrass, western wheatgrass, and scatterer
pinyon pine and Utah juniper. Other plants that
characterize this site are bottlebrush squirreltail,
antelope bitterbrush, and true mountainmahogany. t
average annual production of native understory
vegetation is about 600 pounds per acre.
lf the range condition deteriorates, Wyoming big
sagebrush, cheatgrass, and annual weeds incieaJe
abundance. Mechanical treatment is not practical
because of the very stony surface and the stope.
Suitable management practices include proper grazi
use and a planned grazing system. The slope limits
access by livestock. The limited accessibility resulls
overgrazing of the less sloping areas. Selective thinr
of the pinyon and juniper stands improves the qualitr
the understory for grazing and provides firewood, po
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
rate is 150 trees per acre. To ensure sustained yied
and continued use, the kind of wood produclion shou
be considered before the stands are thinned or clear,
Special care is needed to minimize erosion when lhe
stands are thinned or cleared. Thinning the stands
generally promotes the growth of understory grasses
and young trees.
Only the less sloping areas of this unit are suited I
homesite development. The main limitations are lhe
slope and the stoniness. Erosion is a hazard in the
steeper areas. Only the part of the site that ts used k
construction should be disturbed. Topsoil, can be
stockpiled and used lo reclaim areas dis{urbed durino
ilr rro unit is in capability subclass Vlle'
J,lrriri. rnt Tridell soil is in the Pinyon-Juniper
site, anO the Brownsto soil is in the Stony
range site.
Gypsum Area, Colorado
The gravel and cobbles in disturbed tl:t:.
u, rrrnor"i if the site is landscaped'.particularly
,wl iot lawns. Areas adiacent to hillsides are
affected bY runolt, which maY be
by the movement of rock debris'
growth has resulted in- increased
ol homes in areas of this unit'
73
inches or mors. Runolf is slow' and the hazard ol waler
erosion is slight'- ;hir'unit ii used mainly for irrigated hay and.pasture'
ft aiso is used for homesiie development or rock
quarrYing.'-iiiitit"rnit is used for hay and pasture' the main
timitation is the low availabie water capacity' Frequent
i;;il,i;; is neeoeo. Applications ol nitrogen and
onS"onotrs fertilizer improve the growth of lorage
;i;;i!:'P,6.t ti*r.ing rates, na3ilre. rotation' and
I""tti"t"o grazing duriig wet periods h.elp to keep the
;;;r;; i.iood-conditi6n and proted the soil from
Eio.ion. lrrigation water can be applied.by corrugation,
;;;i"k[,; ;iJ ttoooins methods.' Pipc' ditch linins' or
ilop ;il.irres in irriiation..ditches facjlitate irrigation
and reduce the hazaid of ditch erosion' lf properly
;;;r;4, ine unit can produce 4 tons of irrigated grass
hay Per acre annuallY'
lf this unit is usedior homesite development' the
main limitations are the large stones and boulders on
and below tne surtace' fofiuUtion growth has resulted
in increased construction ol homes-in areas of this unit'
i;i"t"ri"g the exisiing plant cover during con.struction
i''"fpt t" c"ontrol erosio-n' The gravel and cobbles ln
Jiririuto areas should be removed if the site is
f".Ot..p"O, particularly in areas. "99 i?t lawns' The
Jiiruni't.r'septi;;;k absorption fields can surface in
downslope "rr". "nd
thus create a health hazard' lf the
J".iiiv & nousing'is moderate or high' community
sewage systems are needed to prevent the
.ontr"*inition of water supplies resulting from seepage
lrom onsite sewage disposal systems' Areas adjacent to
hitlsides are occasircnaliy atfecied by runoff' which may
'U"
"t"orp"nied
by the movement of rock debris'--fnit ,"p unit is in capabitity subclass Vls' irrigated
""0
noniiiibated. lt is in the Siony Loam range site'
l0fUracca, molst-Mergel complex' 6 to 12
percent slopes, extremely stony' This map unitis^on
attuviat fans'and valley sid-e slopes' Elevation is 6'800
to g,aOO feet. The a,eragt annual precipitation.it ]!.to
19 inches, the average innual air temperature is 40 to
43 degrees F, and th-e average frost-free period is 75 to
95 daYs.
Thi; unit is about 50 percent Uracca soil and 40
percent Mergel soil.- -
lncluded in tnis unit are small areas ol soils that are
similar to tlre Uracca and Mergel soils but have a
tni"k"t surface layer and a lower content of coarse
i;;il;t.. tndudlJ areas make up about 10 percent of
the total acreage'
The Uracca soil is deep and well drained' lt lormed in
alluvium derived Jominantly lrom mixed igneous and
)
oty
I
he
,Otll
rl is
[' tol-ur...a, molst'Mergel complex, 1 to 6 percent
idt, .rttlr"ilv sto nv. r.n1 s qran Y
n'': i:. .Ln 1l Y^"
i
"lffiil;;h;;, ano varey side slopes' Elevation is
ilib rl'i,+oii ieet. rrre averase annu"l. pf-t1l3lltlt
iioTi; ffi;t,G ""'"st ainual air temperature is.
ili;;4i o.grtt. F, and th-e a'eragt frost-free period is
ll lo 95 daYs.
This unit is about 50 percent Uracca soil and 40
'Detcent Mergel soil.*fntirOtO
ii't tftit unit are small areas.ol.soils that are
miiriro the Uracca and Mergel soils but have a
furiritrtr..e layer and a lower content of coarse
ffi;;il. fuudld ",r"t make up about 10 percent of
f he total acreage.i .,"Tht U;;.""*ir is deep and'welldrained' lt formed in
.ilfi;;;tir"d dominantlv lrom TI"d igneous and
il;;rphi. material. About 3 to 15 percent of the
;;;;[.;r.red with boulders, stones' cobbles' and
i,.*f. fvpi.ally, the surface layer is brown cobbly
!I,?iov r.ir- J"ut 3 inches thick' The upper 5 inches or
in, tiut"ii is cobbly sandy loam' The l3w.er 7 inches is
;;y ffiil;""0y 6r"y bam' The substratum to a depth
ol60 inches or more ls extremely cobbly-loamy sand'
it..ont"nt ol coarse fragments ranges from 35 to 85
ffi;;i; ;, ,"lume, in a maior part of the surface laver
and subsoil.'"Fr-."uility is moderately rapid in the Uracca soil'
Available water capacity is low' The eflective rooting
Orrtn it 60 inches or more. Runoff is slow' and the
hazard of water erosion is slight'"-ffi
tllerget soil is deep and well drained. lt formed in
gf..i.l out*-;sh. About 3 to 30 percent of the surface is
i.rti"O with boulders, stones, cobbles' and gravel'
ili;;lly, the surtace layer is grayish 9t:yn cobblv
rl'im adort 8 inches thi;k. Th; upper 12.inches of the
substratum is,very cobbly sandy loam' The lower part to
. O.ptn ,f 60 inches is extremely stony sandy loam'- -
ine Lontent of coarse lragments ranges from Q5 to 80
percent, bY volume. __, -'-F.rrr.'bility is moderate in the Mergel soil' Available
*.iti "ui""ity
is tow. The elfective rooting depth is 60
John Nieslanlk
FO Box 157
Carbondale, C0 81623
Terry Considine
Carbondale Corp.
4700 South 81. Camlno
Englewood, C0 801 I 1
Gordon Cooper
5011 llloodley Ave.
Encino, CA 91436
Bob Reed
P0 Box 757
Carbondale,
John Trtpp
P0 Box 7Zl
Carbondale,
co 81623
c0 81623
Walter Winkler
P0 Box 94
Carbondale, e0 81623
Art Ackerman
PO Box 697
Car bondal.e , C0
Tom TurnbulL
PO Box 686
Carbondale, C0
81623
816 23
Charles Vermeyen
51 165 Rd.
GLenwood Sprlngs ' C0 81 601
\ a'".,\) -'\ \'
tl I
rAi$R0r raes irs]ATE oF colotuDo
OTTICE OF THE STATE ENGIN
Division of Water Resources
Department of Natural Resources
'I 313 Sherman Street, Room 818
Denver, Colorado 80203
Phone (303) 866-3581
FAX (303) 866-3589
Roy Romer
Covernor
Ken Salazar
Executive Director
Hal D. Simpson
State EngineerMarch 29,7993
Mr. Dave Michaelson
Garfield County Regulatory Offices and Personnel
109 8th Street, Suite 303
Glenwood Springs, CO 81601
RE: NieslanikSubdivisionExemption
Sections 2 arrd LL, T I S, R 88 W, 6TH P M
Division 5, Water District 38
Dear Mr. Michaelsoni
We have reviewed the above referenced proposal to split a'1,40.76 acre parcel into two
parcels of 3.53 acres :urd 136.63 acres. The proposed water supply is a domestic well, permit no.
1,67930.
WeIl permit no. L67930 has been previously issued as the only well on a 40.0028 acre
parcel. The applicants propose to share this well between the two lots. The well permit allows for
the ground water to be used for ordinary household pu{poses inside two single-family dwellings,
the irrigation of not more than 1/10 acre of home lawns and gardens, and the watering of domestic
animals. Please note: The 40.0028 acre parcel designated by well permit no. 167930 appears to
include an area outside of the "parent parcel" as identified on the map submitted with this proposal.
The 40.0028 acre parcel designated by the well permit should only include land owned and
controlled by the applicant. A copy of the legal description for the 40.0028 acre parcel is enclosed
for your reference.
In order to assure that a permanent water supply will be available on an equitable basis to
either lot, we recommend the following:
1. Ttre well should be located on an outlot owned in common by all property owners
using the well. Access to the well and the right to establish and maintain a pipeline
shall be provided by easements where necessary.
2. The well should be jointly owned by the lot owners.
Dave Michaelson
March 29,1.993
JS/JD/jd
nieslani.rev
cc: Ortyn Bell, Division Engineer
Joe Bergquisg Water Commissioner
Bruce DeBrine
Page 2
3. Covenants and./or other mechanisms should establish a lot owners association with
powers to make decisions concerning management and operation of the well. A
joint maintenance agreement is a required part of such an association.
If the above provisions are met, we recommend approval of this proposal based on a shared
Please let us know if you have any further questions.
Sincerely,
Jil*J S.l,^'N'r
John Schurer, P.E.
Senior Water Resource Engineer