HomeMy WebLinkAbout2.0 Staff Report PC 04.14.99{..''
PROJECT INFORMATION AND STAFF COMMENTS
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PC 4n4199
A request for review of a Sketch Plan for
residential subdivision.
Ronald and Jean Smith
John Taufer & Assoc.
C R 216 (ukele Ln.) & State Hwy 6 &24,1/2 mile
west of Silt
L24.6 acre tract to be subdivided into 9 parcels as
follows:
REO.UEST:
APPLICANT:
ARCHITECT:
LOCATION:
SITE DATA:
WATER:
SEWER:
ACCESS:
FEES:
E)ilSTING ZONING:
ADJACENT ZONING:
LOT l:2.2 Acres
LOT 2:2.2 Acres
LOT 3: 2.2 Acres
LOT 4: 3.2 Acres
LOT 5: 2.4 Acres
LOT 6: 4.2 Acres
LOT 7:2.6 Acres
LOT 8: 2.3 Acres
LOT 9: 2.2 Acres
Well - Central ,vrr"^ 7,1$/ Ur,U ,t"yt;'r-fl0 qp'a<
Jngineered ISDS
('rors 4,5,6 : Hwy 6&24
/ LOTS 1,2,3 &,7,8,9: CR216 (UkeleLn)\
Road impact fee: TBD
Sketch Plat: $325.00
Preliminary Plat: $675.00
(And other review fees as required.)
Final Plat: $200.00
A/RiRD
North: A/R/RD
South: A/R/RD
East: A/R/RD
West: A/R/RD
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RELATIONSHIP TO TI{E COMPREFIENSIVE PLAN
The subject properfy is classified as District d Urban.fuea of Influenc.e,,Town of Silt in .*,
the 1984 Garfield County Comprehensive Plan. Jmqffi% -*t U\y,.r*-H
DESCRIPTION OF TIIE PROPOSAL O U U
A.
B.
Site Description: The property, Iocated west of Silt, slopes gently to the south to
Hwy 6&24. Two residential buildings currently exist on the western portion of the
site with access via a paved driveway from Hwy 6&24. The remaining portion of
the site is agrarian in nature. -4W
Project Description: The applicant is proposing to create nine lots ranging from2.2
to 4.2 acres. All development will be done in accordance with the zone district
regul ations of the AgriculturallResidential/Rural D ensity Di strict which require :
3.02.04
3.02.05
Minimum Lot Area: Two (2) acres.
Maximum Lot Coverage: Fifteen percent (15W.
REVIEW AGENCY AND OTFIER COMMENTS:
(D Garco Weed & Pest: Steve Anthony has commentedv plan. (See Pe. ZB I
m.
3.02.06 Minimum Setback:
(1) Front yard: (a) arterial streets: seventy-five (75) feet from street centerline or
fifty (50) feet from front lot [ine, whichever is greater; (b) local streets: fifty (50)
feet from street centerline or twenty-five (25) feet from front loi line, whichever is
greater;
(2) Rear yard: Twenty-five (25) feet from rear lot line;
(3) Side yard: Ten (10) feet from side lot line, or one-half (ll2) the height of the
principal building, whichever is greater.
3.02.07 Maximum Height of Buildings: Twenty-6ys (25) feet.
3.02.08 Additional Requirements: All uses shall be subject to the provisions under
Section 5 (Supplementary Regulations).
on the need for a revegetation
Garco Sheriff: The Sheriffhad no comment. (SeePg. 76 \
2
B.
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E.
Public Service of Colorado: They would like to review the preliminary plat for
utility easements. <S*P*y(:
CDOT: The Region 3 Access manager has noted that a 15 Yo increase in traffic at
the intgrsection yill require a State Highway Access Permit. (SeePg. ?O )LoA o-a.,!l}< offl"i^, {^ #
The Town of Silt, City of Rifle, Rifle Fire Department, RE-2 School District,
GARCO Road & Bridge Department, DOW, Rocky Mountain Natural Gas or the
have not commented to date.
W -J4a,ilLl.L^/fu sD",th 6.*, t"ln^ c.,*;(
Iv. STAFF COMMENTS V \,/I
Water: The proposal indicates that a single well @ermit
for surface storage and provide water service to 7 lots.
A.
B,
D.
Zorung: This zone district allows for residential uses. The minimum lot area is 2
acres. AII lots proposed are in excess of 2 acres.
Subdivision Design: The proposal overall is typical of two acre lot design.
Soils/Topography: The site is gently sloping to the south with no major drainages
or other surface features which may walrant special consideration. The primary
soil type is Arvada Loam which is characterized as having slow permeability and
high skink/swell potential. This condition will require all ISDS be elg!and
stafffeels that a plat note regardfifthis
be required.
Overall, soils in this area, if potential hazards are mitigated, should pose no serious
hazard to single family development.
Road/Access: The proposal calls for two separate points of access utilizing fifty
and a forty foot easements ending in cul-de sacs. A 20 foot emergency access
easement would conned each access between Lots 6 & 7 on the north and Lots 3
& 4 on the south. The applicant has indicated that this configuration to address the
increase of traffc at the County road and Highway intersection concerns of CDOT
as indicated in the memo, an d to prevent creating a potential for a short cut
between the two roads. Stafffeels that this configuration provides a safer and less
impacting road system over a through way.
Fire Protection: The proposal is located in the Rifle Fire Protection District.
Although there appear to be no major fire hazards associated with the proposal,
a letter from the Ri
any special concerns they may have. Qfi4r41*cx\!,i CN,r-d4 .
#982641)would be utilized
The two existing
G.
H.
residences located on the site already have individual wells. The applicant,
should provide a more detailed water deliver plan to be submitted with the
Irrigation water would be derived from the Cactus Valley Ditch which runs east
to west on the northern border of the property. The homeowners association
would recieve 3.75 shares allowing .53 cfs to be diverted for landscape use.
Wastewater: All lots will utilize ISDji. The applicant will be required to submit a
sanitary sewage disposal plan ptifruint to Seciion 4:92, whenapplying for
preliminary plat. Each purchaser will be responsible for locating and engineering
their own syste
Road/Iraffi c Impacts: TBD
Lot Design: All lot designs meets the standards described in the Zoning and
Subdivision Regulations.
School Fee: As determined by Section 9:80, the applicant will be
required to pay a school impact fee of $200 per each new parcel.
Natural Environment: The properry has not been known to be subject to
radioactive exposure or other man made or natural hazard.
Density: The averagd density in the area is 2.5 -3.5 d.u./acre. The proposal is
consistent with adjoining densities.
Home Owners Agreement: The applicant has indicated an association will be
created for maintenance of the water system. The association should also be
responsible for the roads and emergency access easements.
Assessment: The property owner should be aware that the current Agricultural
valuation status of the property may change following subdivision.
Recommended Plat Notes:
"Control of noxious weeds on
property owner."
6il.
the efpryption parcels, is the responsibility of the
"One (1) dog will be allowed for each residential unit within an exemption and
the dog shall be required to be confined within the owners property
boundaries.'
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'No open hearth solid-fuel fireplaces will be allowed anywhere within an
subdivision. One (1) new solid-fuel burning stove as defied by C.R.S. 25-7-
401, et. seq., and the regulations promulgated thereunder, will be allowed in
any dwelling unit. All dwelling units will be allowed an unrestricted number of
natural gas burning stoves and appliancesn.
"All exterior lighting be the minimum amount necessary and that all exterior
lighting be directed inward, towards the interior of the subdivision, except that
provisions may be made to allow for safety lighting that goes beyond the
property boundariesn.
l4
"Garfield County has a Right-to Farm-and-Ranch regulation, which recognizes
the important contribution agriculture makes to this Counry. Nuisance
complaints made against customary and legal agricultural operations and
practices will not be pursued."
"That the applicant, and any futrlre properry owners of said property agree to, as
a condition of future continued approval of the subdivision, that if, in the future
event that the property described by this special use permit, has the reasonable
abiliry to connect with any municipal or centralized water and/or sewer system,
the subject property owners shall be required to connect to said service and
remove any existing well head(s) and individual sewage disposal systems(s)
which may be located on said property, within one year of the effective date of
service availability. "
Nrn"Sketch Plan comments shall be valid for a period not to exceed one (1) year from the
IF aut" of the Planning Commission review. If a Preliminary Plan for the proposed' subdivision is not presented to the Crarfield County Planning Commission within this
period, the applicant will have to submit an updated Sketch Plan application to the
Planning Division for review and comparison with the original application.
(-*
iii ,1: ".. ...,+,ti SMITH SUBDTYISION\:.fi.I_; ', I
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A TRACT OF LAI{D LY-ING IN PORTIONS OF SECTIONS 4 ANID 9
TOWNSHIP 6 SOUTIIRA}IGE 92 WEST OF TTIE 6thP.M.1 GARFIELD COI.]NTY, COLORADO
March 19, 1999
Application
for
Sketch Plan
SIVIITH ST]BDTVISION
A TRACT OF I-A}.{D IN PORTIONS OF SECTIONS 4 AI{D 9
TOWNSHIP 6 SOUTII RA}{GE 92 WEST OF TIIE 6th P.M.
GARFIELD COI,,NTY. COLORADO
Prepared For:
RONALD W. andJEAI{Id. SMIIII
31947 mGnU/AY 6
SILT, COLORADO 81652
Prepared By:
John L Tadbr& Asscirca, Inc.
Landscapc Archite*ne/hnd Ptanning
P.O. Bor227l
Glenwood Springss Colaado 81602
(970)94s-1337
IvIARCH 19, 1999
7-7-
SUBDIVISION NAME:
,\
Sketch PlanPfeliminary PIan
Fina1 Plat
SUBDIVISION APPLICATION FORM
6;tl A,LJ.iai^n
OWNER:
ENG I NEER/P LANNER/S URVEYOR :
LOCATION: Section 44 1 Township v halb aange q1., g F,l
WATER SOURCE:
SEWAGE DISPOSAL METIIOD:
PUBLIC ACCESS VIA:
Lhr>a
EXISTING ZONING: A /V- T A.N
EASEMENTS: Utility
Ditch
TOTAL DEVELOPMENT AREA:
(1) ResidenEial Number
n
Floor Area
Acres
Y4.tt
(2)
Single Famiy
DupIex
MuIt,i -f amily
Mobile llome
Commerc iaI Acres
sq. ft.(3) rndqstr iaI
(4) PubIic,/Quasi-Public
(5) OPen SPace,/Common Area
TOTAL:
PARKING SPACES:
- sq. ft.
lt * ,to
Res iden EiaL l'o (rg d,\,u+)
Commerc ia1
Industr iaI
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JOHN L. TAUFEFI & ASSOCIATES,
Landseepe Anchiceceune"/ Land Plenning
March 19,1999
..
John Barbee, Senior Planner
Garfield County Building & Planning Deparbnent
109 8th Street
Glenwood Springs, Colorado 81601
Re: Smith Subdivision - Sketch Plan
Dear John,
On behalf of Ronald W. and Jean M. Smith, I am pleased to submit this Sketch Plan
application regarding a proposed nine (9) lot single-family subdivision on a 24-6 acre :
parcel located approximatety one-half mile west of Silt, Colorado. The property.il lone$^A/R/RD, egicul-tual Residential Rural Density. The proposed residential subdivision is
compatible with adjacent residential land uses.
This Sketch Plan submittal contains the necessary information required per Section 3:30
through Section 3:40 of the Garfreld County Subdivision Regulations-
Property DescriPtion
The Smith property is located north of Highway 6, west of County Road 216 (Jkele
Lane) and soutir of th. Lower Cactus Valley Ditch. The property glntly slopes from the
northem boundary, adjacent to the Cactus Valley Ditch, to-the southern boundary along
Highway 6. Two (2) residential dwelling units and an outbuilding are located on the
*.-rt"*- portion of the property. Access to the existing residences is via a paved
drivewayfrom Highway O. fn. remainder of the properfy is used for grazing of livestock.
Subdivision Summary -1, , ' .,
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The proposed subdivision of land anticipates a total of nine (9) lots ranging in size from
2.2 acres to 4.Zacres. AII of the lots are in excess of the two (2) acre minimuni lg1.sp-e-=-':t
required in the A/R/RD zone district. Building setbacks will be in accordan"i }*,S.9"*ii;.:
A/iURD zone district regulations. A total of two (2) off-street parking spacqiE!
provided on each lot. aland use and site data.u*-*y is shown or-r the acdomi
site plan.
9O9 Colonado Avenlre o Box 2e71 o . Glenrnrood Spnings.CO
(szb) s,4s-1337 . F.Ax (s7o) sa$-1,pt.f. ;' ,
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Page 2
Smith Subdivision - Sketch Plan
Access to six (6) of the lots would be via a new access road from County Road 216
(U.kele Lane). This access would be designated as a fifty (50) foot right-of-wa,v and
terminating with a fifty (50) foot cul-de-sac. The total length of the cul-de-sac is five
hundred eighty (580) feet, less than the maximum six hundred (600) feet as designated in
the subdivision regulations.
The location of the access is four hundred sixty (460) feet north of Highway 6 and is
situated approximately at the midpoint of the property adjacent to County Road 216.
Access is the other three (3) lots would be from the existing access point adjacent to
Highway 6. This access point provides entry to the existing two (2) residences on the
property. One (1) additional lot would utilize this access. This access roadway would be
designated as a forly (40) foot right-of-way.
A nventy (20) foot emergency access easement would connect the two proposed interior
roads.
The purpose for not providing a continuous roadway through the subdivision, connecting
Highway 6 and County Road 216, is to reduce the amount of ingress and egress traffic
from and to Highway 6 and to direct the majority of traffrc to the intersection of Highway
6 and County Road 216. ln addition, offl-site traffic from the north would be directed
along County Road 216 to the intersection and be prevented from traveling through the
subdivision, thus eliminating a shortcut to and from Highway 6.
An existing well provides potable water to the two (2) existing dwelling units. The well
was drilled and pump tested on Novemb er 21, I 998 at a rate of 1 5 gallons per minute.
A central potable water system is proposed utilizing the existing well as the supply. A
potable water storage tank would be located on the north boundary of the property.
Water would be pumped from the well to the storage tank. Each lot would have its own
water service. The system would be owned and maintained by the Homeowners
Association.
Irrigation water is diverted to the property from the Cactus Valley Ditch. The Smith's
own 3.75 shares of Grand River Ditch Company (Cactus Valley Ditch) irrigation water.
The 3.75 shares entitles the owner to 0.53 cfs of irrigation water. The Lower Cactus
Valley Ditch water rights is a 50 cfs irrigation right with an adjudication date of May 11,
1889 and an appropriation date of September24,1888. It is a reliable water right of very
senior priority.
-.- lo --
Page 3
Smith Subdivision - Sketch Plan
An independent raw water irrigation system would be developed utilizing the Lower
Cactus Valley Ditch water. Each lot would have its own raw water irrigation service.
The raw water irrigation system would reduce the amount of potable water needed to
supply the residential users in the subdivision. The irrigation system would be owned
and maintained by' the Homeowners Association.
Each lot would require engineered individual sewage disposal systems (ISDS). The two
(2) existing residences are presently utilizing individual sewage disposal systems.
Engineered systems would be required as a result of the existing soil limitations.
Electric and telephone service is located on the property. Propane gas will be utilized
since natural gas is not available in the area Cable T.V. us not available.
Supplemental Information
The soil type for the entire property consists of Arvada Loam. The U.S.D.A.
interpretation tables list this soil type as having slow permeability and a high shrink -
swell potential. As a result of limitations posed by the existing soil type, engineered
ISDS and building foundations will be required of individual lot owners. U.S.D.A.
interpretation tables are included in the appendix of this application
Impacts of the proposed subdivision on the topography of the site will be minimal. The
properfy is relatively flat (l-6% slopes) thus a minimal amount of cut and fiil will be
required. There are no lakes or steams on the property. The only water feature on the
property is the Cactus Valley Ditch that is located on the northerly boundary of the
properfy and is elevated above the property. The ditch will not be impacted. All site
drainage will be directed down slope of the ditch.
There is no evidence that radioactive material has been ptu".a or stored on the properry
or that a radiation hazard exists on the property.
There are not natural or man-made features bordering on or within the property that wili
require buffering as a mitigation measure.
There are no major drainage ways located on the property and the property is elevated
above the one hundred (100) year floodplain.
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The proposed smith Subdivision is an'aiipropriate land use of thelproperryraia
compat:
We'anticipate presenting the Sketch Plan to the Planning Comrnission on April 14, lggg
andproceedingwiththePreliminaryPlanihortlytheieider. ., . t,.*6=:,fi:'a;''
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Tlank yoy for your attention in revieriin-g this'application.' If yo[ have questions or nee; '' i.'-
additional informatiog please do no! heqf$!9 to contactmy gfficer,._,.,,,.,r1-;--:'::::T-] :Y.:--:'-:-.r Yil-Y;i,ii,i,:'-_,.,1, : :- :.r.,.. :..,i-1'
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i . t' ;;..,,;oti:i,i',:'t"-;'' i'"r;i';i :t:6} -"'#;v{;*i
t;,
,,,r,i; ,,t,i,,,,,;iitiir.:;.'ii,' lfj.iii.*r$:ffiffi'*...
ii,,,sil'l $itrtr;. i$$gi$,,i:di:**'$jiiiisYjl-;}. :i:itffi
03,'L0 / gg Fax 97oi
EEET
O,flicert
Prcaideat 876-2821
Ketty coury
47t$ c.9,. 315
si [r, co 81652
Vice FleeidcntffiiffiEer r-
0598 c- r. 3e3Rifte, co 81650
Treaguren
LaVcrt* Stubuck
3106 B.R. 542si[t, co 81652
secfetarynlater lhneqqr. 66-10E7
Rl.Esetl Ecorge, Attorncy
Stwer t George, P,E-
P. 0. 80r 907
Rifte, c0 41650
JEA}.I SUITE
li
DTVIDE TA!rEB COUEERYA}ICT DI8TRICE8. o. Box 1{78
B.f,FII8, COI,0BADO 91650-1478
625-LAg7
October 30, 1995
Boord a]f DirEctorr
fet[y ColJgy
1715 C. R. 315sitt, c0 E1652
ciLl,ifr I. Ziltr
0090 $,rtight Dr.
Gl.cruooC Springs, C0 8160'l
LaVerr* Stertsrek
3106 Couty rogd 542
sttr, c0 t1652
Larry Axthch
1002 CooFr lvenr
Gtenrood Springs, co 81601
Sa[.E[ B. Potter
0598 C-n. 323ti{!.c, Cg l't650
@ oor
ileatt lt. Suith
3Lg4? Ewy 6 &.24si1t, co 81652
Dear ![s. Suith:
Enclosed is your appEoved eontract t{o. 95081-5JS(a}. Please read, thecontract careful-Iy it you b,ave not already done so r tnrt pleaseespecial)-y nota paragraph. 2 concergl:rg availabillty of water.
west Divide obtains- its Etorage water-.frou Ruedi Resenroir and
Gfeen ltountain Resernoir. Ctu=ent federal polica. has uade it
inc=easinsry difficult to pred,ict availability of Uater to ItestDiwide- r{Iri1e we cannot Euarantee that we can u.ake any. uateravailable to you uncler tbis contractr u€ yill continue to doewer''lttring possiJcle to asEiure avaiJ.alli3-ity of the fed,eral HaterwhiJ-e we develop alternative supplies.
This tlater allotuent contract uay require you to obtain a ve].].peruit froa the State Engineer's ottice. Once your we)-J- is drilledyou _are regrrired to install a Deasulring device anit submit a Deterreading to WeEt Divide. You viJ.l be piovided wittr a spesial fo:af,or this purpose upon notifLcation that your ye1l has beln drilled.
'- [{'
. rt ,l ' .; r
October 30, 1995
Page 2
Non-ccruglli.ance with raeasurJ.ng and reportir:g requirements are
grorrnds for cancellation of your w-ater allotment contract witb. l{eet
Elvtec. Il1r1g sg'*1.d se!-r, I- .otio ger Whichcould, prevent youir furtlrer use of, yorrtr yell.
you3E,
Russell George
Attortrey/Tvater ltianager
RG: ju
Enc].0sure
cc The State Divlsion of tlater ReEorrrces u/enclosure
Divisl-oa No. 5 Ifater Resor:rces g/encloeure
18he colorado River Water ConEentatiou District {enclosureDist=ict No. 45 Water Resources flenclosure
Edward, J. Currier, P.E, u/enclosure
-1.6 -
oSiLoig9 17:Drl lar uruorooouo
ffi NanoTESTREPoRT
STATE Or cor-o
PUMP DATA: TVPE trrstatlalion Com Plet ed
PumF MrJd t{o.
Vorsl3.(U.r-.
prri tntare-o@ffi3-! reet oratp/Golumn Pipe
-i
" !nche3, Kifid
-Number ol Sheft sire
Purnp Marrutagurat ----s#
Detisn GPM ..,, 5 etFPlil : . j14#+=:
OTHEH EOUIPMEhfi.ffi"
inches.
El*o, oririce geph h--.#ru:frtilf. 'T''" Ef *"7
thousand Gallons,Acre laet,
-EE Harc(GPM)
E crrecr box il Test data is submitted 9n $upgrlemental Form'
Det .??-- -t i
_
Pumping Lvl, 46'-.fi u
DISINFECTION: Typ! ClA144. Atnt. Usod I aau
anilable, E]v."NO
Remarls
I
I
No, Depth tL-]
I
Fhw M*or Mtg.
Meter Fleadout Gallons.
TEST DATA:
Tord Well oepth
Static Levd
Dato Measured
wEtI Fenurr NUMBEH llakbaL-q'-d L€471
Phone"'--'-'-'.-"--7A--.)
yyELLL _#L1r4-:_,', 1r4,Bec- ? TwP-(- S-'HsngeJ=- utt
OISTENCES FNOM SEC. UNES:-';)' - - r,ro,
.J;#i;."*c,
rino' aN -W-L
hom (f4?3'q lI ri*'[or ' BLocK-.- FIUNG$JNrT)-
STBEET 1P93ESS7T WELL LOCA
tt/rt /qd
10. I ha,e read tho $ilements macB horain and hnow thE
lPrr,Euant to E€ction 244.10.1 (13Xa) C-RS., the maling
Etogree encl le punishable ac a clese I misd3neenor.l
contenis thereof, 8nd thet thry arg lrus to my knowledg€
of hEa Stargments hercln conSralutEs perlufy in tn3 seconc
CONTHACTOF
Adcrresr
Fhona e'rAt q45-q3oq - uc. Ne. /o5o .
DEIE
rZ
Name/frUe (Plaase type or print)
Rnr,g Sa,qu5f;s0rr,l P€E- -
- l7-
@ oos
I
I
t
I
I
03 / t0,'s9 FAX 970'^15363
{l- .L )il -,r=-'i': I -r-,---.(tt s -Jrr
?tT-:i'- r _-4'--,i.)'/j.74
ffi
$i*i.
]i-r,
10 SOIL SURVEY
lncluded with this soil in mapping are small areas of Pry..n. The native vegetation on the Ansari soil is mainlyDetra soils and Rock outcrop.'Th-ese areas make up lndian ricegrass, wheatgrass, and sagebrush.about 5 to 10 percent.of thg map unit. .. .
-'
.
-
when range condition deteriorates, forbs and shrubsPermeability is moderately slow, and available water increase. Wfien ineiange iS in poor condition, undesira-capacity is high. The etfective rooting depth is 60 inches ble weeds and annual plants 'ar" nrr"rous. properlyor more. Surface runoff is medium, aha tne erosion managing grazing maintains and improves range condi-hazard is moderate tion.This soil is used mainly for wildlife habitat and limited Mule deer, rabhit, and grouse find habitat on thesegrazing.- The-native vegetation on this soil is mainly Gambel tollt'"
of this complex for community devetopment or asoak' serviceberry' elk sedge' and bromes' a source of construction material is
-limited
mainly bywhen range condition deteriorates, forbs and woody depth to rock, steep sropes, thin layers of borrow materi-shrubs increase' when the range is in poor condition ar, and rarge stones. speciar design can overcome theseKentucky bluegrass, undesirable weeds, and annuaig**mi"*st"l:"L1ilk,,nft srazins ;ain- I[fl]''1]i,,3;iiil?#S"':[*'0"'.:x.',?f,iJ;T,ll':Jx
Mule deei, "tf, .ottontail rabbit, wild turkey, and blue roads'
grouse find tiabitaton this soil. ernElr crrr., uruti
.This complex is in capability subclass Vlle, nonirrigat---Com;ility Jerefoprent and sanitary facitities are lim- ed.
nTf,
J'.'j," 1"'' if X'";:8,,',il :J'.'JllS r,, ", n o n,',n n ","
; *
2-Arle-Ansarl-Rock outcrop comple:<, 12 to 65 (fig' a). Elevation ranges from 5,100 to 6,20d feet. This
Percent slopes. This conplex ionsistJtt ilrongfy srop- soil formed in highly saline alluvium derived from sand-
ing. to. steep soils and Rock orrcrop iri mountainsides stone and shale. The average annual precipitation is
and _sto.pingalluvial fans. Elevalion'iing"s iffi;H;i; about 12 inches, lhe average-annual air-temperature is
7,500 feet. The soils formed i; ai[rium derived from about 48-degrees F, and the average frost-free perloA ii
red-bed shale and sandstone. rnJ iveiag" ."i1i,ir'piJ: about.120 davs.
cipitation is about 16 inches, tn" ar"iage annual air Typically, the surface layer is strongly alkaline or very
temperature is about 42 degrees F, and- tne aveiasl strongly alkaline, pale brown loam aboirt 3 inches thick.frost-free period is about 100Eays. - -"- ---'-w- The subsoil is brown silty clay loam about 14 inches
The Arle soil makes up aboui4s percent of the com- thick. The substratum.is light brown or brown silty clayplex, the Ansari soil makes up abdut gS percent,-inO loam 1o a depth of 60 inches.
Ro_qk oulcrop makes up about 20 percent. , .lncluded with thrs soil in mapping are small areas ofThe Arle soil is moderately deep and well drained. Limon, Kim, Heldt, and Wann'ioili. Also included areTypically, the surface layer is redOiin Urown ,".V iiony some soils that are high in silt.
toam about 10 inches thick. The subsoil and subltratum Permeability i! very slow, and available water capacityare reddish brown very stony loam about ee inches thiii. is moderate. Effective rooting depth is 60 inchis orSoft reddish brown sindstohe ano snite-ar; ei;-i'din g'o1". Organic matter content ot tni surface tayer is tow.of 32 inches. Surface runoff is medium, and the- erosion hazard isPermeability of the Arle soil is moderate, and available moderate.
water capacity-is low. Etfective rooting depth is about iO This soil is used mainly for wildlife habitat, limitedto 40 inches. surface runotf is mediim, and the erosion grazing, and some inigatediarmin!- - -
hazard is severe' .
_' - -
.lnigiied cropr-pioirce very n6orry because the soilThe Ansari soil is shallow and'rrvell drained. Typically, takei water in-veff srowly "ni i" or,jrinty. t-eacning isthe surface layer is reddish brown loam about 10'inc#; needed to removeLi."""salts if this s6it isto be irrigat-thick' The substratum is reddish brown stony loam. Bed- ed. Soil "r"norlnis containing sulphur are helpful inrock is hard, reddish brown sandstone. leaching tne sali- - --
Permeability of the Ansari soil is moderate, and availa- ..rne iaiivl-uegetation on this soil is mainly saltgrass,ble water.capacity- is low. Etfective rooiing depth is about alkati sacaton,'"iJ ii"asewood.10 to 20 inches' surface runoff is rapid, ind'the erosion wnen -rangl .oniiton deteriorates, forbs and shrubshazard is severe' rirL. -^j ^---^^---' increase. Properly managing grazing maintains and im-Rock outcrop is mainly red sandstone. proves range condition. seeding improves range in poorThis complex is used mainly for grazing and wildlife condition. iv"sGrn *neatgrass, alkali sacaton, and tallhabitat'
inn,.rn r^-'or^.1..u,. wheatgrass "t""'tuit"ur" for seeding. preparing aThe native vegetation on the Arle soil is mainly wheat- leeotEa lna orirrin[ ihe seed are good practices. lnigat-grass' lndian ricegrass, mountainmahogany, and sage- ing ne* seedings is necessary for successful establish-
-l?-
RIFLE AREA, COLORADO 11
ment. Reducing brush improves the range if the grass
understory is adequate.
Cottontail rabbit and pheasant find shelter on this soil
if they can obtain food in surrounding areas.
Use of this soil for sanitary facilities, for community
development, and as a source of construction material is
limited by the high shrink-swell potential, slow permeabil-
ity, clayey te).tures, and salinity.-This soil is in capability subclass Vlls, irrigated and
nonirrigated.
4-Arvada loam, 6 to 20 percent'slopes. This deep,
well drained, sloping soil is on fans and high terraces.
Elevation ranges lrom 5,100 to 6,200 feet. This soil
formed in highly saline alluvium derived from sandstone
and shale. The average annual precipitation is about 12
-inches, average annual air temperature is about 48 de-
grees F, and the average frost'free period is about 120
days.
Typically, the surface layer is moderately alkaline, pale
brown loam about 3 inches thick. The subsoil is brown
. silty clay loam about 14 inches thick. The substratum is
i. light brown or brown silty clay loam to a depth of 60;; inches.,.1 lncluded with this soil in mapping are small areas of
i Umon, Kim, and Heldt soils.
i Permeability is very slow, and available water capacityi is higfr. Etfective rooting depth is 60 inches or more.
': Organic matter content of the surface layer is low. Sur-l fac-e runoff is moderately rapid, and the erosion hazard is
i, 'sevgre.: This soil is used mainly for wildlife habitat and limitedi; grazing.
i The native vegetation on this soil is mainly sagebrush,
; greasewood, and wheatgrass.
:' When range condition deteriorates, grasses decrease:' and- weedy forbs, cheatgrass, big sagebrush, and
{' ' greasewood increase. Properly managing grazing main-
:1 tains and improves range condition. Seeding improves
l:. range in poor condition. Western wheatgrass and tall-- wheatgrass are suitable for seeding. Preparing a
. seedbed and drilling the seed are good practices. lnigat-.i ing new seedings is necessary for successful establish-
;- ment. Brush should not be reduced because grass pro-
I duction is low and some desirable native shrubs could
+ be destroyecl.i Cottontail and pheasants lind shelter on this soil if
'.i tney can obtain food in sunounding areas.
; Use of this soil for sanitary facilities and as a source of
i construction material is limited by the large amounts of
i ctay and salts. This soil is corrosive to Steel and con-
I crete. Community development is limited by high shrink-
t swell potential, salinity, and steep slopes.
* This soil is in capability subclass Vlls, nonirrigated.
f;t S-Ascalon llne sandy loam, 1 to 6 percent slopes.
$. mi" deep, well drained, riearly level to gently sloping soil
,tIht.t
[.
is on mesas, alluvial fans, and terraces. Elevation ranges
from 5,000 to 6,500 feet. The soil lormed in alluvium
derived from sandstone and shale. The average annual
precipitation is about 14 inches, the average annual air
temperature is about 48 degrees F, and the average
frost{ree period is about 120 days.
Typically, the surface layer is brown fine sandy loam
about 5 inches thick. The subsoil is brown and yellowish
brown sandy clay loam about 30 inches thick. The sub-
stratum is very pale brown sandy clay loam to a depth of
60 inches.
lncluded with this soil in mapping are small areas of
Otney and Potts soils that have slopes of 1 to 6 percent.
Permeability is moderate, and available water capacity
is moderate. Etfective rooting depth is 60 inches. Sur'
face runoff is slow, and the erosion hazard is moderate.
This soil is used mainly for irrigated crops, hay, and
pasture. Some areas are used for grazing and wildlife
habitat.
This soil is irrigated mainly by corrugations. Sprinklers
are also suitable. This soil erodes easily. Such practices
as minimum tillage, grassed waterways, and tail water
control reduce the danger of excessive erosion. Drop
structures in irrigation ditches control water and prevent
excessive ditch erosion.
The native vegetation on this soil is mainly need-
leandthread, wheatgrasses, and sagebrush.
When range condition deteriorates, forbs and shrubs
increase. When the range is in poor condition, undesira-
ble weeds and annual plants are numerous. Properly
managing grazing maintains and improves range condi-
tion. Reducing brush also improves the range. Seeding
improves range in poor condition. Pubescent wheat-
grass, western wheatgrass, and big bluegrass are suit-
ibte tor seeding. Preparing a seedbed and drilling the
seed are good practices.
This soil has potential as habitat for pheasant, cotton-
tail rabbit, mourning dove, and squirrel. These animals
mostly obtain food and shelter in areas of crops and hay.
This soil has few limitations for community develop-
ment. Low strength and frost action atfect structures and
roads. Community sewage systems will be needed if the
population density increases.
This soil is in capability subclasses llle, inigated, and
lVe, nonirrigated.
G-Ascalon flne sandy loam, 6 to 12 percent
stopes. This deep, well drained, moderately sloping to
rolling soil is on mesas, terraces, sides of valleys, -and
alluvial fans. Elevation ranges from 5,000 to 6,500 feet.
The soil formed in alluvium derived from sandstone and
shale. The average annual precipitation is about 14
inches, the average annual air temperature is about 48
degrees F, and the average frost-free period is about
120 days.
Typiially, the surface layer is brown fine sandy- loam
aOoiri S inches thick. The subsoil is brown and yellowish
.-Ze J
RIFLE AREA, COLOHADO
ISone teros tha! descrlbersl1ght, n rooderate, n
I
TABLE 7..-BUILDIilG
restrlctlve soil features areand rsevere.r Absence of an
SITE DEVELOPHEHT
deflned 1n the Glossary.entry tndlcates that the
So11 name and
uap symbol
Alny Varlant
2.:Arle---------
f,ss3pt------
Rock outcrop
3----------lrvada
-=.ilt
Shal IoH
excavatlons
Severe:
sIope.
Severe:
s1ope,lar8e stoneS'l
Severe:
s1ope,
depth to rock.
Hoderate:too clayey.
Dwel I lngsrtthout
basemenls
Severe:
slope.
Severe:
slope,large stones.
Severe:
sIope,
depth to rock.
Severc:
shrlnk-sycI1.
Severc:
shrlnk-sHe11.
Hoderate:lor strength.
Hoderate:
slope,low stren8th.
Hoderate:
sIope,lon strength.
Severc:
s1opc,
lar8.e stones.
31lsht---
lloderate:large stones.
Sl1ghi-------
Hodorate:slope.
DueIllngs
r{1th
basements
Severe:
slope.
Severe:
sIope,large stones.
Severe:
slope,depth to rock.
4---------------
Arvada
lss3t66--------
P61s---------
8.:
Atencto
AzcI tlne---
9..
Badland
1 0------------
Begay
I l --------------
Begay
12. :Bucklon---------
Hod6rate: .!lope,too clayey.
511ght,
l{oderate:
s1ope.
Hoderate:
slope.
Severe:
slope,largc atones.
Severe:
cutbanks cayc.
Severe:
cutbanks caye,large stones.
Hoderate:large stones.
HodGrate:
SIoPe,Iarge stones.
Severe:depth to rock,stoDe.
Sevcrc:depth to rock,slope.
Severe:shrlnk-sHell.
Severe:shrlnk-sweIl.
Hoderate:lor strength.
Hoderate:
sl.ope,Ior strength.
Moderate:
slope,loH strength.
ScYere:I slope,
L large. stones.
II
S1 tght----------
Hoderate:large stones.
Moderate:Iarge stones.
liloderat€:
s10pe,lar8e stones-
Sevcre:dcpth to rock,slope.
Scc footnota at and of t,ablc.
-71 -
{''
See text forsoll ras nog
103
dqflnltlons ofraled l
I Severe:I sIope.
!.
Snal.l
r:onne r c 1a1
lrut 1d 1n
Local roads
and streets
Severe:
slope,Ior strength.
Severe:
slope,large stones.
Severe:
! lope ,depih to rock.
Sever:e:
slope,
IarBe stones.
Severe:
clo9e,
depLh to rock.
Severe:
shr Ink-srre11.
Seve:"e:
slo pe ,shr Ink-st ell.
Hode:rate:Iou strength.
Severe:
s1o pe.
Severe:
s1o pe .
Severe:
slope,larEe suones.
SIlght
II
ll,loderate:large stones.
Sllghs-------
Severe:
slope.
Severe:
shrlnk-swelI,Ior strength.
Severe:
shrtnk-sweI1 rlou strength.
Moderate:frost actton,IoH sErength.
Hoderabe:
slope,frost actlon,Iou strength.
Moderate:
s1ope,frost actlon,
1ou strength.
Severe:
slope,large ltones.
511Bht.
Hoderate:large stones.
511ght.
Hoderate:
slope.
Severe:depth to rock,slope,loH strangth.
Severe:depth to rock,sIope.
108
ISore !erai thst descrlbc. nsl1Bhtrtr rooderatertr'not ratedl
TABLE 8..-SA}IITARY FACILITIES
restrlctlve ioll featurcs arc deflned 1n the Glossary.rgoodrr rrfalrrn and other tcrtrs. .Absence of an entry
SOIL SUBVE
See text for deflnltlons olndlcates that the so1I ras
ffi
Bap synbol I
Severe:
sIope,percs lloHly.
Scvere:
sIopc,
Severe:
slope.
Sevcre:
sIope,large sioncs.
SeverG i
slope,
depih to rock.
l,loderate:
slope.
Severe:
3lope.
Severe:
scePaSe.
Severe:
s1ope,
seepaSc.
Severe:
s1ope,
seepage.
Severe:
slope,
Severe:
3eepag,c.
Severe:
seepaSe,large stones.
Severe:
seepaSe.
Severe:!lope,
seepage.
Trench
san ltarY
1andf111
Severe:
slope.
Severc:
sIope,depth to rock.
Sevcre:
slopc,
depth to rock.
Hoderate:too clayey.
Hoderate:too clayey.
SeYere:
seepaEc.
Severe:
seePage.
Severe:
secpaSe.
Severc !Iarge stones.
Sevcre:
secpaSe.
Sevcrc:-
3eepage,
large stones.
Areasanltar
Severe:
s lope .
Severe:
sIope.
Scverc:
sIope.
SIlght-----
l{oderate:
slope.
Severe:
seepaSc.
Severe:
seepaEe.
Severe:
seePaSc.
Severc:
s1ope.
S1lght----
Severe:
seepage.
Severe:
seepage.
Severe:
seepaSe.
Severe:
sIope.
Dally coverfor landfll1
Poor:
sIope.
Poor:
lar8e stonesr'
area reclala.
Septtc
absorfle
iank
tlon
3
IIII
III
Alny Vartant
2tzArIe-------
nock outcrop.
3----------
Arvada
--
7rzAscalon----
Pena----
- 8r:Atenclo----
stones.Iarge stoncs.
depth to
ScYere:
tlope,
depth to
rock.
rock.
Poor:
slope,thln layer,'Larea reclalu..
.n
Falr:'too clayey.
.
Falr:
sIope,
boo clayey. :'
Good.
Falr:rlope.
' rJ'_
'I
Falr:
slope.
Poor: .;slope,large stones.
Severe:large stones.
Poor:
seePage 'Iarge stones
Severc:
Percs s1orly.
Severe:
Percs s1orrl.y.
S11 ght----
Hoderate:
slope.
Hoderate:
31ope.
Severe:slopc,
large
I
S11ght
AzeItlne---Severe:Iarge stones.
9I.
Badland
1 0---------
BegaY
Moderate:large stones.
Hoderate:
sIope,
Iarge stones.
Severe:depth to rock,
slope,percs slouly.
Severe:
seepaSe.
Severe:
seepage.
Sevcre:dcpth to rock,
slope.
Poor:
thl.n laYcr I
sIoDe.areL ieclalr
Falr:Iarge
Falr:
slope t
J,arge
stoneg
'f
stonct
Severc:depth to rock,
slope.
Sca footnotc at.end of table.
--ZZ-
ISome lerns that descrlbengoodrr rrfatrrn and
AIEy Vartant
2rz
Ansarl-----
TABLE 9...Co!{STRUCTION HATERIALS
I
I
I Unsulted--
I
I
I
II
I
I
I Unsul ted :I tnln layer.
II
II
Unsulied
Unsrrlted:!h:[n layer,
Unsulted---
de fl. n1tlon;-.rO
Topsotl . -';
s1ope.
Poor:
s1ope,large:tones.
Poor:
s1ope,large stones,
area reclala.,ii,:r1)
,.-,r-+
tf
tsoor: :?
loo claycy, t"T
excess sodluu. .i
Falr: -;too clayey.
Falr:
sIope,too clayey. .
Fair:
slope,too clayey.
Poor:
slope,Iarge stones.
Fair:small stones.
Poor:
_sna 11-_ston e_s_.
Good.
restrlctlve solI features are deflned ln the Glossary'
"pooi.; ib""n"" of 8n entry lndlcates that the so11 r'as
See
not
texi for
rated l
Roadflll
Poor:
slope,1or strength.
Poor:sloge,thln layer,
area reclaln.
Poor:slope,thln J,ayer,
arca reclaln.
shrlnk-sue11,
lor{ strength.
Poor:loll strength.
Poor:
I
l Unsut ted--
flnes.
f1nes.
7rt
A sc alo n------------:
Pena-------
8r:Atenclo----
Azeltlne---
Iox strength.
Poor:
Ior, strength.
Poor:large stones.
I Unsul tcd :! excess flnes.
IIII
I Poor:I excess
II
I Poor:I excess
II
II
II
I Poor:I excess flnes.
II
II
I Unsutted--
II
IIII
I
I large stones.
I
I
I Poor:.stones-----
exce3s flnes.
Unsulted---
Unsulted---
Unsulted---
Un su 1 ted-----
Poor:large stones.
Poor:.
Large .stones.-- ----
gr.
Badland
1 0--------------
Begay
1 1 ---------
Begay'
12r t
Bucklon----
Falr:
-l-large !tone!. --'- - --
II
Falr:large stones.
Falr:large stones.
Poor:thln layert
slope,
area reclatro.
of tablc.
J -large
II
II
I
II
I Poor:lJrrsu l ted---
I excess flnes'
I large stones.
II
I Poor:
I excess flnes.
tI
II
i Unsul ted--
II
II
II
!
I
Unsulted---
Unsul ted---
Fair:
s1o pe .
Poor:
slope,
area reclaln,thin layer.
Sce footnotc at end
--7v -
.J,
:
134
TABLE 13.--ENGINEERING
[The syrnbol ( neans 1es! than; ) means more than. Absence
INDEX PROPERTIES
of an entry Indlcates
SOIL SURVEY
that data Here not estloatedl
ss caEt on
So11 name and
map symbol
1---- ------
AImy Varlant
2.tArle
I LlquldI ltnit
II
Depth I
t
I
I
II
II
USDA texlure I
II Untfied II AASHTO
P 1as-
t,1c 1t y
ex
IN
Loam---
CIay loam-
Flaggy clay
loaE, fLaggY
Loam.
Very 3flony loam
Very stony loant
very, stony
sandy IoaD.
l{eathered
bedrock.
Loan-----------
Loam, stony loam
Unweathered
bedrock.
Ansarl-----
Rock outcrop.
Arvada
--5, 6-----
Ascalon
?r:Isg3]66----
8r:Atenclo----
0-8
8-3tl
34-60
5- 10
1 0-20
10- 15
0- 10
1 0-32
32
0- 10
10- 18
t8
SH,
uL
GH'
GH,
stl
NP
NP
0-3
3-17
'l ?-60
0-5
5-30
30-60
CL.MLcL, cH
CL
SHsc, cL
SC'
SH.SC,
CL'
cL-t{L
5- 10
5- 10
5- 10
2o-3s
20-25
NP.5
1 0-20
5-15
cL-14L,
st{-sc
CL-ML,t':]!
0-5
5-30
30-60
-'-
0- 12
2-60
sr{sc, cL
SC'
sl.t-sc,
CL,
CL.ML
CL.ML
Gr.l
Loam-'---------Clay, silty clay
1oam.
CIay Ioaro, silty
clay loan.
Flne sandy loan
Sandy clay loan
Sandy loan,
sandy claY
loan, flne
sandy ).oam.
Flne sandy loam
Sandy clay loan
Sandy loara'
sandy claY
Ioan; fine - -
sandy 1oan.
StonY loan------
Very stony loanvery stonY
sandy loam.
Sandy loam------
GravelIy sandY .
clay Ioam,
sandy clay
1oam.Gravelly sandYclay loam,gravelly sandy
Ioam.
NP-5
1 0-20
5-'t5
0-'l 1
11-23
23-28
28- 60
SH
sc
5-20
NP-5
NP-5
10- 15
5- 10
NPSand, gravel,
and cobbles.
SM.SC
SP, GP,
sP-sM,
GP-GH
See footnote at end of tab1e.
- 24-
; <,i *r'.r'a
/' \qi.tr'
@
I
I
,4^,ry^ i :,' i,, ,:._,-td,.t. . i:.
1 L.r-- Y',
a+- \---'
I\
afi ai';..-.\
i r'
\,,1
,-'t'"
.re ,
T'IOPERTY DESCI?IDII
ffiii'HffiEf^ffi'ffiffiffim"s
E"JH&ifrrffi&*^rsHl* .an.t,v. Lyr6 !€rrH c D€ ner
_Lna rlnq E*-et; r:r:i ffi ,EI- li^'tod 6e ^r ?aGE 2.d.CATTY OF GAFELD ST^TE OF Cq.il^DO.
l&EJ G lD.7 l{t}xy C a 24. $. @ SSa
nmrm-1a,r^n
Acrtr
.\t-e-I\r.ITY rrirAP
t'=29o0 '
qA d'r6l
96L
{t
t0L
SnatFui[ nsirtardrt
f,od B,ijht of Wry
23JAc
Illen
,IL'Afr
FG-
SKEtrC,II Pt.AI\r
syr-TH s(JEP-\zI s -obir_. sEcT-ot\sls - 4 _.a 9
T65 - tRg 2r^, o:f ttrG 6G,h, p - !A .
COI.OR"LDO
./nlrJt
---___
GAFTFIEI-I> COTJT{?Y
-75'
TI{OMAS P. DALESSANDRI (
Sheriff
I1 ;AITFIELD COUNTY SHERIFF'S DEPT.
P.O. Box 249 . Glenwood Springs, CO 81602
(970) 945-04s3
Fax (970) 945-7651
Date: April 2,1999
;:*:,:H:;:;:;..w
Re: Smith Subdivision
' j-
After review of the attached referral form, the SherifPs Departnent does not see any adverse
effect on the Sheriffs Office.
-26-
-;-'r{ -;.i :r,:".'t .d*l..
REFERRAL FOR]VI
:
Garfield County Planning Department
109 8th Street, Suite 303
Glenwood Springs, CO 81601
945-82l?fax:
Sl<etch Plan
Ptone: 97O.945-8212
Srrmmarv of
The Garfreld County Planning Departmeut has received a land urrc rcquet as rcferenced above. Your comm
lre an important Psrt of thc evaluation process. In order to rcview ell appropriate agency comrnents aud
incorporate them into the StafrReport, we rcquest your reponse by t4ntsa
StaffPlanner: John Barbee
Applicaut:
Contact Person: S €e ^Alocve
)futs-ul hszlar-0il ,
-.-27'
S'&tctt f bF ltTlt.
To:
From:
Re:
I)ate:
MDMORANDT]M
John Barbee
Steve Anthony
Comments on Smith Subdivision Sketch Plan
April5, 1999 '
John,
Thanks for the opportuiriry to commext on the Smith SuMivision Sketch Plan My suggestions are as
follows:
Reveeetation
Soil distubances ttrat are not revegetated are open invitations to weed infuatiqrs. The situation
may become worse when these distrnbanc€s are located near sites that serve as "art€tries' for weed
seed transport (i.e. roadsides, utility easements). Fc these reasons, ttre Vegetation Managanent
Department would suggest that the applicant provide, and adhere to, a revegetatiur plan for all
proposed soil dishnbances. According to the Sketch Plan, these disfirbances are:
The cul-de.sac access road
ffirfffi3ff*" easement
Proposed water tank
The revegetation plan $ould include:
Seed mixn:re (Consult Natural Resources Conservatim Service)
Planting mettrods (include type of muldr)
Schedule of planting
76'
\| ..
REFERRAL FORM
Crarfi eld County Planning Department
109 8th Street, Suite 303
Glenwood Springs, CO 81601
Date Sent: '
? /'to.too
Return Requested, iii;,,;;
') 945-82lWa"x: (970) 945-778s
Sketch Plan
970.945.82L2
Summary of
The Garfield County ptonaiag Depertment has rcceived e land use requct as rcfercnced rbove. Your cortrrDt
tre an importent pert of the evrluetion procsrs. In order to rcview all appropriate agen(T cornments rnd
incorporete them into the StafrReport, we request your response by 4t.ro/qq .
Contact Person: S €e .Alccxze
-21'
STATE OF C
DEPARTM ENT OF TRANSPORTATION
Reglon 3 Access Manager
Trafflc Section
606 South 9F Street
Grand Junciion, Colorado 81 5O1 €794
p7q24€-7z31
March 30,1999
Garfield County Planning Department
John Barbee - Staff Planner
109 8th Stree! Suite 303
Glenwood Springs, CO 81601
DearMr. Barbee,
After receiving the Application for Sk*ch Plan for the Smith Subdivision located d the
intersection of Garfield County Road 216 afiUS lfighway llwould like to offer the following
comments for your review:
l. If the increase of trafEc at the above mentioned intersection will be more than
lsYo,the county will be required to submit an Application for State lfghway
Access naming the county as Permittee and the Developer as the applicant-
2. The developerwill be required to submit an Application for Statellgtway
Access to cover the increase and change of usage of the existing driveway to US
Highway 6. The curr€,rt Access Caegory for this area is an R-A which requires
ttrat "When application is made, ooe access shall be grauted per parcel ofland if
reasonable access cannot be obtained from the local road system. A
determination of reasonable access from a Local Street or road should include
consideration of the Local Street or road functioq purpose, capacity, operational
and safety conditions and opportunities to improve the local street or road."$
3.E(2) of CCR 60l-1.
It is therefore my recommendation that the Cormty review these isstres and initiate the
application process as soon as possible to ensure prompt responie and assistance from the
Department of Transpoftaion.
If there are any further concerns or questionq please feel free to cortactthis office at the above
referenced address and number
Sincerely,
Mike Smith
Region 3 Access Coordinator
jms:JMS
File .-32 -