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HomeMy WebLinkAbout1.0 ApplicationSTATE OF COLORADO Bill Ritter, Jr., Governor DEPARTMENT OF NATURAL RESOURCES RECEIVID FEB I 7 Zl,t/I GARFIELD COUNTY BUILDING & PLANNING DIVISION OF WILDLIFE AN EQUAL OPPORTUNITY EMPLOYER Thomas E. Remington, Director 6060 Broadway Denver, Colorado 80216 Telephone: (303) 297 -1 192 wildlife.state.co.us /)- For llrildhfe- For People February 3,2009 TO: Fred Jarman, Garfield County Director of Building and PlanningEP^r\r. T-'ron (-onhn District wildlife I\4an:ger, Glen*,ccC Springs (fcl.perrl,\,r,/il!, Awl\4) RE: Steele Subdivision Exemption (amendment) Mr. Jarman, This letter is in reference to the Steele Subdivision Exemption amendment. The Division of Wildlife does not anticipate any significant impacts to wildlife from the size adjustments proposed for these lots. We appreciate the opportunity to provide comments on this project. Thank You- / -)(-t P"rrVV{ areffizitatife Manager (AWM), Glenwood Springs Colorado Division of Wildlife DEPARTMENT OF NATURAL RESOURCES, Hanis D. Sherman, Executive Direc{or WILDLIFE COMMISSION, Robert Bray, Chair. Brad Coors, Vice Chair. Tim Glenn, Secretary Members, Dennis Buechler. Jeffrey Crawford r Dorothea Farris. Roy McAnally. Richard Ray. pqps6 Streeter Ex Officio Members, Hanis Sherman and John Stulp ffi STEELE SUBDIVISION EXEMPTION Property Owners Within 200' of Subject Property \ flGrrn King 4C Ranch, LLC \f tS+t County Road 132\ Glenwood Springs, CO 8 l60l \ |ilnley & Carole Rachesky \/ 1686 County Road 132 'Glenwood Springs, CO 81601 State of Colorado Game & Fish Division of Wildlife 060 Broadway enver, CO 80216-1029 Rilla Mae Rader Trust Park Terrace #219 21952 Buena Suerte Rancho Santa Margarita, CA 92688 \f Vertex, LLC & Mitchell Creek, LLC \ 611 Cowen Drive f Carbondale, CO 81623 \ \ lBureau of Land Management \lGlenwood Springs Field Office \ 50629 Highways 6 & 24 I Glenwood Springs, CO 81601 White River National Forest P. O. Box 948 Glenwood Springs, CO 81602 Kenneth N. Cline 1752 Cowty Road 132 Glenwood Springs, CO 81601 Ralph E. & Renae D. Besler Revocable Trust 12186 Highway 34 P. O. Box 2940 Wichita, KS 67201-2940 JOHN L. TAUFEF| & ^ASSOCIATES, tNC. Landscape Anchitreccune / Land Planning July 28, 2008 Fred Jarmen, Director 9qfl..Jd County Building & planning Department 108 8'n Street Suite 401 Glenwood Springs, Colorado g1601 Re: Application for Amended plat - steele subdivision Exemption Dear Fred, on behalf of wesben, LLC ( applicant) , I am pleased to submit this land use applicationregarding a plat amendment to the Steele Subdivision Exemption, located north of theGlenwood Springs Fish Hatchery adjacent to county Road i32, Glenwood springs,colorado' The proposed amendm"ni do", not increase the number of subdivision lots ordwelling units, does not result in the relocation of a road and does not add new roads anddoes not result in the relocation of property lines between more than two adjacentproperties. Request for Amended prat - steere Subdivision Exemption The Steele Subdivision Exemption was approved by the Garfield county Board ofcommissioners in July 1998, Resolution No. 98-48. The Steele Subdivision Exemptionconsists of 2 lots consisting of 4.g3 */-_ acres each. The appricant, wesben, LLc, isproposing to reconfigure the boundary line betweenthe 2iot, ttu, increasing the size ofLot I and reducing the size of Lot 2. Theresulting lot sizes would result in Lot Iconsisting of approximately 6.57 aues and Lot 2 Jonsisting of approximately 3.0g acres. Lot 2 includes an existing residential dwelling unit and 2 garageswhile the onlyimprovements to Lot I consist of an access diive and a aoterti" well. The physicalcharacteristics of the property are varied. Lot 2 consirtr oiu relatively nat area uetweenMitchell creek Road ( county Road 132) and Mitchell Creek. The property then slopesupward to a bench that is sloped but is within the allowable slope paiarneters as definedin the Garfield County Subdivision regulations. Lot I rtof.. upward from the MitchellCreek Road to an area that again, falls within the Garfield county slope regulations. The proposed lot reconfiguration would still provide each lot to be in excess of the 2.0acre minimum lot size in the A/R/RD Zone District. The new lot configuration wouldprovide Lot I a minimum of 1.0 acre of area under 40% slopes while Lot 2 would includean area in excess of 2.0 acres of slopes under 4002. I 9O9 Colonado Avenue o Box ?271 o(97O) 945.1337 o FAX Glenutood Spnings,CO Al AOa(97o) 945-7914 Combining the eastern portion of Lot 2 with Lot 1 would eliminate the necessity to continue the existing access easement to the eastern portion of the property. Therefore, the access easement would terminate at the east -west boundary line between Lots 1 and 2. This revision is shown on the amended plat as well. Eliminating a portion of the access easement does not change the alignment of the existing access road. The reason for the lot reconfiguration is to combine the entire eastern area of the property within one lot. The eastern portions of Lots I and2 have a similar relationship in terms of topography and other physical characteristics. Combining the entire area would increase the developable area thus providing more options and flexibility in locating a residential dwelling unit and associated uses on Lot 1. We appreciated your attention to this matter. If you have questions or need additional information, please do not hesitate to contact my office. Sincerely, )L L-fl John L. Taufer, Owners Representative First American Title Insurance Company OWNER'S POLICY SCHEDULE A 0710812008 2:43:23 kp ts FileNo.: 92GH0209344-L05JL2 PolicyNo.: II0209344OTP Amount of Insurance: $698,000.00 Date of Policy: The date of recording the instrument or instnrments which vest the insured interest in the land covered by this policy in the Insured. 1. Name of Insured: Wesben, LLC, a Colorado limited liability company 2. The estate or interest in the land which is covered by this policy is: Fee Simple 3. Title to the estate or interest in the land is vested in: Wesben, LLC,a Colorado limited liability company 4. The land referred to in ttris policy is described as follows: Lots I and 2 of Steele Subdivision Exemption Plat recorded at Reception No. 532990. County of Garfield, State of Colorado First American Title Insurance Company File No. : 926-H0209344-105-JL2 PolicyNo.: H0209344OTP SCHEDULE B EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of: 1. Taxes and Assessments not certified to the Treasurer's Office. 2. Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or by making inqurry of persons in possession thereof. 3. Easements, or claims of easements, not shown by public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the land would disclose, and which are not shown by the public records. 5. Any water rights or claims or title to water in, on or under the land. 6. Taxes and assessments for the current year, including all taxes now or heretofore assessed, due or payable. 7 . Right of way for ditches or canals constructed by the authority of the United States, as reserved in United States Patent recorded on November 18, 1912 at Reception Number 71576 in Book 71 at Page 576. 8. Right of way for ditches or canals constructed by the authority of the United States, as reserved in United States Patent recorded on November 1, 1935 at Reception Number 121981 in Book I l2 at Page 61 5. 9. Terms, conditions, provisions, obligations and restrictions of that certain Agreement recorded on March 16, 1951 at Reception Number 109485 in Book 168 at Page 76. 10. Undivided interest in all oil, gas and other mineral rights, as evidenced in instrument recorded on November l, 1951 at Reception Number 177555 in Book 260 atPage 546, and any and all assignments thereof or interests therein. I 1. Terms, conditions, provisions, obligations and restrictions of that certain recorded on May 20, 1959 atReceptionNumber 205450 inBook 317 atPage329. ' 12. Terms, conditions, restrictions, provisions, notes and easements as disclosed on Plat(s) of said Subdivision recorded on September 30, 1998 at Reception Number 532990. I 3. Right of way for Mitchell Creek over and across subject properry. 14. Any loss or damage arising from the fact that any fence lines on or near the perimeter of subject properry may not coincide with properly lines. 15.Deed of Trust from Wesben, LLC, a Colorado limited liability company, to the Public Trustee of Garfield County, for the benefit of Suzette K Louden Trust, including any and all assignments thereof, securing the debt evidenced by the promissory note dated June 09, 2008. July 28,2008 Fred Jarmen, Director Garfield County Building & Planning Department 108 w. 8s Strelt Glenwood Springs, Colorado 81601 Re: Letter of Consent - Steele Subdivision Exemption Amended Plat Dear Fred, As owners of Lots I and2 of the Steele Subdivision Exemption, we hereby consent to the proposed revision of the property boundary line between Lots I &2. The proposed lot boundary line revision will improve the current lot configuration and will greatly enhance our future endeavors in developing the property. If you have questions or need additional information, please do not hesitate to contact myself or John L. Taufer, Owners Representative. Craig eY,Managing Partner A Colorado Limited Liability CompanyWesben,LLC, LOT 1 A PARCEL OF LANO SITUATED IN SECTIONS 27 AND 34, TOW}ISHIP 5 SOUIH, RANGE 89 UIEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT FROM WHICH THE SOUTHWEST CORNER OF SECNON 27, A G.L.O. BRASS CAP STANDARO MONUMENT BEARS 5.89'51'00"w. A DISTANCE 0F 758.00 FEET; THEN N.33'38,00"E. A DISTANCE OF 458.50 FEET TO A REBAR AND CAP, PLS f 19598: 'IHEN N.E9'51'00"E. A DISTANCE 0F 549.10 FEET T0 A REBAR ANO CAP, PLS # 1959E; THEN S.00'09'00'E. A DISIANCE OF 581.10 FEET; IHEN S.E9'51'00"w. A DISTANCE OF a8.60 FEET; THEN S.00'06'00'E. A DISTANCE 0F 103.45 FEET; THEN N.79'35'45,,W. A DISTANCE OF 564.92 FEET TO THE POINT OF EEGINNING, SAID PARCEL CONTAINING 4.83 ACRES, MORE OR LESS. {LOT 2 A PARCEL OF LAND SITUATED IN SECTIONS 27 AND 34, IOWISHIP 5 SOUTH, RANGE 89 IIEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELO. STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINI FROM WrICH THE SOUTHWEST CORNER OF SECNON 27, A G.L.O. BRASS CAP STANOARO MONUMENT BEARS 5.89'51'00"w. A DISTANCE 0F 758.00 FEET; THEN S.79'35'45"E. A DISTANCE 0F 564.92 FEET; IHEN S.00!6'00"E. A DISTANCE OF 289.41 FEET; IHEN 5.89'51'00"w. A DISTANCE 0F 628.02 FEET; THEN N.0J'33'00"w. A DISTANCE 0F 72.89 FEET; THEN N.06'48'00"E. A DISTANCE 0F 172.87 FEET; IIIEN N.2o'37'00"E. (RECORD BEARING = 20'38'13'E.) A DISTANCE 0F 158.83 FEET TO THE POINT OF BEGINNING, SAID PARCEL CONTAINING 4.83 ACRES. MORE CR LESS. STEELE SUBDIVISION EXEMPTION Property Owners Within 200' of Subject Property Storm King 4C Ranch, LLC 1541 County Road 132 Glenwood Springs, CO 81601 Stanley & Carole Rachesky 1686 County Road 132 Glenwood Springs, CO 81601 State of Colorado Game & Fish Division of Wildlife 6060 Broadway Denver, CO 80216-1029 Rilla M. Rader Trust Park Terrace #219 21952 Buena Suerte Rancho Santa Margarita, CA 92688 Vertex, LLC & Mitchell Creek LTD, Liability Company 611 Cowen Drive Carbondale, CO 81623 Bureau of Land Management Glenwood Springs Field Office 50629 Highways 6 &24 Glenwood Springs, CO 81601 n* p.i"t d p"rt116 ofrhis frm, ooopt dif&ttatiaul ddifims, hvc bcco 4povtd by ltc Colorado Rctl Esmr Csnmirdon IFTEISTOnMISUSEDINAOON$n Xn(nDITITTRAI{SACTION,CONIISULrII|trALOOI]N8EL TEtrI E A IIGAL INSTnIJME{T. IF IiI()T T'NDENSTOOD, IJCAIT TAX OR O(IEIR. 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Zt Brrro*drGrgr. Boortr&orls&rsrtq*rdeoof offu I{GdtBDG.dofTnd. TIn2-fO{6. DIGD Of TRIXIT @rc o lturftr-Srict, Errrw N*mell}lt}l05Jl E}(ECUT"ED BYBORROWER IF BORROWER IS NATLJRAL PERSON(s): doing business as IF BORROWER IS CORPORATION: ATTEST: (SEAL) IF BORROWER IS A PARTNERSHIP OR LLC: STATE OF COLORADO County of Garfield *Ifa natrral Co., a Name of Corporation ) )$. ) Thc foregoing instnrment was acknowledged before me this 9s day of June 2008, by *Craie Westlv and James Bennett as Manaeine Manasers ofWesben. LLC ' Witness my hand and official seal. My commission expires: 8- Ct c-tt Address of sudr persur(s). If a coporation, inseG fu e)(ample, "Johr Doe as Prcsirient and Jalre Doc as S€crdary of Doc & fito" "i*tprcl, -S"r, Smidr as ganeral prmer in and for Smith & Smith, a general parmership.' LCIJGH ! R*ad TD72-10-06. DEED OF TRUST @ue on Transfer - Strict) Escrov No. H02093't4-l 0a[2 Sornrs ENcnrrERrNG o LLC gqmmrennrsrrirlNffi P.O. Box 2503' e';";;;Js;.ingi, co: ateoz January 3,1997 .: RE: Exemptiou Subdivision SE Job No. 9?001.01 Dcar ltudy: W'c have reviewed tire topogtaphic information that was supplied by River City Surveys, LLC at five foot colrtour intervals for. your two-lot exemption subdivisiou along Mitchell Creek, just above the Coiorado Division of Wildlifb's fish hatchery. It is also oirrunderstanding thdt the contours.are from the City of :.' Glenwood Springs aerial photographic mapping. The soutlrern lot has an existing hoube so no building site was reviewed for this lot. Attached is a ctrqwing showing a 1.48 acre buildirig iite bn the northem lot with 30o/o ot less slope. This building site is easily accessed with the existing driveway cgt. 'fhq buildiir! site is Iargie errough that the ISDS can be placed within the building site atso. I wquld reconuhsnd that the iSDS . . be designed by a Registered Eugilreer at ihe tiine of your building pennit process, so the site specifics ire . known and the ISDS can be sized and designed propeily. If you have any questiorrs or concems, please give me a cail. . .lSiucerely, SOPRIS ENGINEERING, LLC ;.-fr,:o 816,23 . eta-704-03r r o F:Ad,, s7o-J04-03131l0l VriraoE RoAD, Surrc UL-38 . CRn Yancy Nichol P.E. Project Manager JOHN L. TAUFEFI & ASSOCIATES, !NC. Lendscape Anchic,ecuune / Land Planning October 14,2008 Dusty Dunbar, Senior Planner Garfield County Building & Planning Department 108 Eighth Street Ste. 401 Glenwood Springs, Colorado 81601 Dear Dusty, As requested, attached is the National Cooperative Soil Survey mapping of the Steele Subdivision Exemption - Fist Amended Plat property. The following 3 soil types are found on the property: 26 - Farlow Rock outcrop association 32 - Holderness variant clay loam 39 - Jerry loam While all 3 soil types are rated as severe in terms of building site development and sanitary facilities, these limitations can be overcome and mitigated through proper engineering analysis and design. As required, building foundations and ISDS will be engineered by an engineer, licensed in the State of Colorado. If you have questions or need additional information, please do not hesitate to contact my office. Sincerely,)e L@ John L. Taufer, Owners Representative Attachments 9O9 Colonado Avenue o Box 2271 o Glenurood Spdngs,CO El1602 C97o) 94=-1337 . FAx C97o) 945-7914 A Soil l"4ap-Rifle Area. Colorado Parts of Garfield and Mesa Counties (\ryesbe n, L LC ) Meters 0 40 B0 160 244 F eet600 900 Web Soil Survey 2.0 National Cooperatrve Soil Survey 0 150 300 t.!01€Natural Resources Conservation Service 1At1212008 Page 1 of 3 fa {-i? ie -a .i -t ir .A a-aI 4. ! / r .. * t " * \ a -. -.- i;, t '"c ,!..a i-- a t, .a a .a l" J a.l Ut.{I a' Soil Map-Rifle Area, Colorado, Parts of Garfield and Mesa Counties Wesben,LLC Rlfle Arca, Colomdo,;Parts of Garfield and lUe$t Countles (cO683) Map Unit Sy.mbol liap Unlt Name Aeres in AOI Percent of AOI 26 Farlow-Rock outcrop association, steep 3.2 14.44/o 32 Holdemess variant clay loam, 6 to 25 percent slopes 3.4 't5.5Yo 39 Jerry{oam, 12 to 50 percent slopes 15.4 7O.1o/o Map Unit Legend 7 Conservation Service National Cooperative Soil Survey Page 3 of 3 104 SoiL name and map symbol 12r z Inchau- 13----- Chl Iton 1 4--------- Chilton 15-------- Chi Iton 16--------- C imar ron 17 ----- Cocheiopa 1gr, 1!*: Cochetopa-- J erry--------- 20r. Cryaquol.ls 21* z Cushman '------ -- Lazear----- 22--------- Dateman 23----- Detra 24r z Do11 ard ---- Sha] Iow excavations Severe: s1ope. SIl8ht Hoderate: s1ope. Severe: s1ope. Hoderate:too elayey. Severe: sIope. Severe: s1ope. Severe: slope. Severe: s1ope, cutbanks cave. Severe:depth to rock' slope. Severe: slope,depth to rock. Severe: slope. Severe: slope. DweI I lngswithout basemenLs Severe: sIope. S1 i ght Moderate: slope. Severe: s1ope. Sever e : shrink-swe11, Iow strength. Severe:shrink-sweII, slope, 1ow strength. Severe: shrink-surelL, slope, low strength. Severe: slope, shrink-swe11, Iow strength. Severe: sIope. Severe: slope, depth to rock. Severe: sIope. Severe: slope. Sev€re: sloPe, shrink-sweIl 'Iou strength. Severe: slope,lar8e stones. Severe: s lope . Dwelllngsuith basements Severe: s10pe. SIiBht Moderabe: s1ope. Severe: s1ope. Severe: shrink-sweII, Iow sirenglh. Severe: shrink-sweL1, slope, Iow strengLh. Severe:shrink-svrelI 's1ope, low sirength. Severe: slope, shr i nk- swel I t 1oH strength. Severe: s1ope. Severe:depth to rock' s1ope. Severe: slope, depih to rock. Severe: s1ope. Severe: sloPe, shrink-swe11, depth to rock. Severe: sIope,large siones. Severe: sIope. Sma11 commercial buildlncs Severe: slope. Hoderate: s lope . Severe: sIope. Severe: s lope . Severe:shrink-swe1l, low stren8th. Severe: shrink-sweI1 t slope, Iow strength. Severe:shrink-sweII, slope t 1ow strength. Severe: slope, shrink-swe11,low strength. Severe: slope. Severe: sl,ope, depth to rock. Severe: s1ope. Sever e : sIope. Severe: slope, shrink-swe1I 'IoU strength. Severe: s Iope ,large stones. Severe: sIope. SOIL SURVEY Local roads and streets Severe: sloPe. SIight. Hoderate: s1ope. Severe: s1ope. Sever e : shrink-swe).1, low strength. Severe: shrink-swel1 'slope, low strength. Severe: shrink-swe11 'slope, lotr strength. Severe: slope, shrink-swe11 '1ow strengbh. Severe: sIope. Severe: depth to rock' s1ope. Severe: s1ope. Severe: slope. Severe: slope, shrink-sweIl, Iow strength. Severe: sIope,Iarge stones. Severe: sIope. TABLE ?..-BUILDING SITE DEVELOPMENT.-CONTINUEd Rock outcrop. 25--------- Etoe ?6r zFarlow--------- Severe:slope,large stones. Severe: slope. See footnote at end of table. IIFLE AREA, COLORADO Soi.l nane and nap symboI l6r: Rock outcroP. .lt. H alaquePts 28, 29----- HeIdt TABLE ShaIIou excavations Moderate:too claYeY. Moder ate: too cIaYeY, sIoPe. Severe: sloPe ttoo claYeY. Severe: sl.ope. Severe: slope tlarge stones. Severe: slope, Iarge stones. Severe:depth to rock' sloPe. Severe: sloPe, depth io rock. Severe: slope, depbh to rock. Severe: sIoPe,depth to rock. Severe: sloPe. s1 i shr- Moderate: sIope. Severe: s Iope. Dwelllngswithout basenents Severe: shrink-svreIl 'Iow sbrength. Severe: shrink-swe1I 'loH strength. Severe: s1ope,shrink-sweI1, Iow strength. Severe: slope, shrink-sr.re11' Iow strength. Severe: slope tlarge stones. Severe: slope 'large sbones. Severe:depth to roek' sloPe. Severe: s IoPe 'depth to rock. Sever e : slope t depbh to rock. Severe: sloPe, depth to rock. Severe: shrink-sweII 'sloPe. Moderate:shrink-sHe1I. Moderate: shr i nk-sweI1 sIope. Severe: sIope. Dwel I I ngs wl th basemenf, s Severe: shr j,nk-sHeIl 'low strengih. Severe: shrink-swell' t Iow strength. Severe: sloPe tshrink-sweII, Iow strength. Severe: slope t shrink-swe).1 'low strength. Severe: sIoPe tlarge stones. Severe:slope,large stones. Severe:depth to rock, slope. Severe: slope t depbh to rock. SmalL commerc 1 al bui ld lngs Severe: shrink-swe1I t IoH strength. Severe: sloPe 'shrink-sweIl '1ow strengbh. Severe: slope, shr ink-sweIl , low strength. Severe: s lope tshrink-sue11 'low strength. Severe: sloPe, Iarge stones. Severe: slope tlarge stones. Severe:depth to rock' sIoPe. Severe: s lope ,depth to rock. 105 Local roads and streets Severe: shrink-sHeIl 'low strength. Severe: shrink-sweI1 'Ior, strength. Severe: slope tshrink-sweII '1ou strength. Severe: sIoPe,shrink-sweII, Iow strenSth. Severe: slope 'Iarge stones. Severe: sIoPe tIarge stones. Severe: depth !o rock' slope. ?.--BUILDING SITE DEVELOPHENT--Continued 30- HeldL 'i;;;;;;;;; 'le' V ar iant 33, 34----- I Idefonso 35r: I ldefon so-- Lazear ---------' 36, 37---"IriguI 38r:Ir igul---------- S tarman ---- 3e-------+l+---- 42------------- Lamphler Severe: slope tdepth to rock. Severe: s1ope,depth to rock. Severe: slope tshrink-sHeII. Moderate: shrink-sHe1I. Moderate: shrink-swelI 'slope. Severe: sIope. Sever e: sIoPe 'depth to rock. Severe: sIoPe, depth to rock. Severe: shri,nk-sueIl 's1ope. Mod er ate : shrink-sweI1, sIoPe. Severe: s10Pe. Severe: sloPe. Severe: s loPe 'depth Lo rock' Severe: slope 'depth to rock' Severe: sloPe, depth to rock' Severe: shrink-swe11 r sIoPe 'low strength' Moderate: shrinl{-s},elI 'Iow strength' Moderate: sIoPe t shrlnk-sv,err t Iou strength' Severe: sIoPe. See footnote at end of table' 110 24r: i Rock outcrop. i i 25-'--'--" I severe: ELoe I s1oPe, I large stones. i26r: r l. i Farlow-----}lc ----- i t:l:;: ;I depth to rock. i Rock outcrop. i 27*. Halaquepts So11 name and map symbol 35r: 36, 37----- I r igul 38r: Septic tank absorpt Ionfields Trenchsaniiarlandfil Severe: sIope,lar8e stones. Severe: s lope ,depth to rock. Sever e : too clayey. Severe: too clayey. Severe: too clayey. Sever e : too clayey. Severe:large stones 'seepage. Severe: slope, large stones, see page . Severe: sIope, lar8e stones, seepage. Severe: sIope,depth to rock. Severe: slope, depth to rock. Severe: slope, depth to rock.. Severe: slope, depth to rock. Area sanitaryIandfilI Severe: slope. Severe: s lope . S1 i sht Moderate: s1ope. Severe: sIope. Severe: s1ope. Severe: slope, seepage. Severe: slope, seepage. Severe: slope, seepage. Severe: s lope . Severe: s1ope. Severe: sIope. Severe: s Iope . SOIL SURVEY Daily cover for landfiII Poor:sloper'Iarge sbones. Poor: slope,snalI stones. Poor:too clayey. Poor:too clayey. Poor: slope,too clayey. Poor: slope,too clayey. Poor: slope,large stones. Poor: slope,Iarge stones ' Poor: slope,large stones. Poor:thin layer 'slope,area reclaim. Poor: slope,thin layer, area reclaim. Poor r slope,thin Iayer, area reclaim. Poor: slope,thin Iayer, area reclaim. Severe: slope,Iarge stones. Severe: sIope, depth to rock. Moderate: sIope. Severe: slope. Severe: sIope. Severe: s1ope. Severe: sIope, depth to rock. Severe: sIope, seepage. Severe: slope, seepaSe. Severe: slope, seepage. Severe:depth to rock, sIope. I 28, 29----- ! Severe: Heldt I Percs slowlY. I 3O--------- ! Severe: Heldt I Percs slow1y. i 31--------- I Severe: Heldt I slope, I percs slowly. 32--------:tt- i r.,u,.", HoldernesS 1/ariant ! sIoPe'! percs slowly. I 33--------- | Severe: I ldefonso I slope,i large stones. I 34--------- I Severe: Ildefonso I sloPe, I Iarge stones. I I I I I IIldefonso-- I Severe: I sloPe, I large stones. I I I I Lazear----- | Severe: I dePth to rock, I sloPe. I I I I I Severe:I s1ope, i depth to rock. I I II I IIrigul----- | Severe: I sIoPe 'i dePth to rock. I I I ISlarman---- I Severe:I s1ope, i dePth to rock. I I II See footnote at end of Lable. Severe: slope, depth Severe:slope, depth smal 1 to rock. to rock, stones. TABLE 8.--SANITARY FACILITIES--Contlnued - RIFLE AHEA, COLORADO 111 TABLE 8.--SANITARY FACILITIES--Continued Soil name and map symbol 39------Jerry 45r: Morv aI----- TrideII---- 4 8-- - ----- - Northwater 4g, 50----- 0Iney 51 --------- 01ney P arachute q2I. P ar achute-- Septic tank absorptionfields Severe:percs 3lowly, slope. Moderate:percs sIowly. Moderate: slope, percs slow1y. Severe: sIope. Severe:percs s1ow1y, slope. Moderate:percs sIowIy, sIope.. Moderate:percs slowIy, sIope. Severe: slope, large stones. 52 S1 i ght ----- Severe: slope. Severe: slope, depth to rock. Moderate:percs slowIy, Moderate:percs slowly, s lope. Severe: slope,depth to rock. Severe: slope, depth to rock. Severe:depth to rock. See footnote at end of table. Sewage lagoon ar eas Severe: sIope. Moderate: s1ope, seepage. Severe: s Iope . Severe: s1ope. Moderate: sIope. Severe: s1ope. Severe: sJ.ope. Severe: seepaSe, slope, large stones. Severe: seepage. Severe: s lope , seepaSe. Severe: s lope . Moderate: seepage, slope. Severe: s lope . Severe: s1ope, depth to rock, seepage. Severe: s lope ,depth to rock, seepaSe. Severe: slope. Trench sani.taryIandfilI Severe: sIope. S1 i ght SIight----- Severe: s1ope. Severe:too clayey. Moderate: too cJ.ayey. Mod er ate: too clayey. Severe: seepaSe, Iarge stones. Severe: seepaSe. Severe: seepaSe. Severe: s Iope ,depth to rock. SIight----- Sl i ght----- Severe: s lope ,depth to rock, seepaSe. Severe: depth to rock, see paSe . Severe:depth to rock. Area sanitaryIandfill Severe: sJ"ope. SIight Moderate: s lope . Severe: slope. SIight----- SIiSht---------- Moderate: s Iope . Severe: sJ.ope, seepage. Severe: seepaSe. Severe: slope, seepaSe. Severe: s Iope . SIight----- Moderate: s lope . Severe: slope, seepage. Severe: s Iope , seepaSe. Moderate: sIope. Poor: s1ope. Good. Fair: sIope. Poor: sIope. Poor: too clayey. Fai r: too clayey. Fair: slope, too clayey. Poor: slope, Iarge stones. Poor:smalI stones. Poor: slope, smaII stones. Poor: s1ope. Daj.ly coverfor landfilI Fair: smalI stones. Fair: sma11 stones, sIope. Poor: slope,smalI stones, area reclaim. Poor: slope, small stones, area reclaim. Fair: smalI stones,thin layer, slope.