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Home My WebLink About1.0 ApplicationEVERGREEN COMMERCIAL CENTER SKETCH PLAN STJBMITTAL June 13, 1994 GENERAL: The proposed Evergreen Commercial Center is located between the railroad and the H-Lazy- F Trailer Park, near the CMC turnoff. The property has been referred to as the Mountain Bell Parcel. The property is currently zoned C/G, Commercial General, and no change in zoning is requested. The proposed uses consist of one commercial building per lot, plus one modular building containing four efficiency apartments on one of the lots. A Vicinity Map and the SCS soils information for the area are included in the Appendix. UTILITIES: All standard utilities are already available on or adjacent to the site, including natural gas, underground electric, telephone, and cable TV. Extensions can easily be made to service each proposed lot. Water: The well for the proposed domestic water system is already existing on the site. In fact, it is already in use for domestic purposes. Therefore, the quantity and quality of the water available is not a question, it has already been determined. Water is available for domestic, and the quality is reasonable and acceptable. Please see the pump test included in the Appendix for further information. Individual Sewage Disposal Systems: This property is adjacent to the Eastbank Subdivision which also uses individual sewage disposal systems (ISDS). A percolation test has already been performed by Garfield County personnel, and the average rate was 17 minutes per inch. Thus, a standard soil absorption system would be sufficient. There is some possibility that percolation rates that are too fast for a standard system will be observed on other lots. In that case, a typical sand filter system could be used. Evergreen Commercial Center Sketch Plan Submittal Page2 GRADING AND ROADS: No overlot grading is proposed by the developer, and none is envisioned to be necessary. All lots will have access either directly to a public right-of-way, or indirectly via internal access easements. Roadways within the project will be in the form of private access easements only. Therefore, the County Road Standards will not apply. GENERAL IMPACTS: The site is not adjacent to any lakes or streams, and no overlot grading is proposed, therefore, we expect general impacts related to the development of this site to be minimal. APPENDIX -----___--l \-_--l- 36,r^:\-\ .rr7l\, rr-\4. L\-=:- t\ N"=/.26982 \\- '4.,1',s)o\ , O'J VICINTTY MAP EVERGREEN COMMERCIAL CENTER SCALE: Irr = 1OOO r JOB NUMBER 9I056 +\of a 'l tll /( (//,-ll(1ff,) I l\\,i i..r\\ \ -\\=Y -./ // N SSr SNS It .&MPUMPCOMPAI{'Y 6zat counrv RoAo 167 GLENW@O SPRINGS, CO AI60I (303) 945€159 FebruarY 8, 1994 Rudd Const. 0132 Park Ave' BasaIt, Co. 81621 Well: Water Level: Drawdown: PumP Setting: Sustained Yeild: Water ClaritY: RecoverY: cerformed bY L^ry F Mobile J&MPumP Home Park. Attn: WaYne, A twenty four hour weII test was Co. on tne property located next to H tn. f ollowing iesuit's were obtained: 108 '68'5" 11r7" 104 ' 5 0 GPI'I C Iear 15 t'linutes ( rurr recoverY) This well clearlY exhibits the grade ttre permiU f or it least 50GPl't' ;i;;;" reei f ree to call ' rhanlc You ' J & },T PUMP CO. information If You have needed to uP- any questions, m*,2/r4 kila/ Richard A Holub Lic. No 1196 ffi-cousr' FEB \ I psa sllElil' N0. 19 SOIL SURVBY OII ASI'IIN.GYI'SUM AITI'A, ()OI,OII,AI)O, PAIl',lS OF'FIACLt , GAlil'tEl,l), ANt) I)I'irt{lN (iouN.t.ttis I N 5L((tA'l'1't.r,l i :lt l,l r')l{ (lt } A I ) lr A i\r i l.r,) I 2to /"=/ooa' 62 Soil SurveY mainly Utafr lurilper, pinyon pine, galleta, bluebunch The Rock outcrop is weathered to a depth of 5 to 10 wheatgrass, and bottlebrush squirreltail. The potential inches in places. produCtion of the native understory vegetation in normal This unit is used as rangeland or as wildlife habitat' years is about 400 pounds of air-dry vegetation per The potential plant community is mainly Utah juniper, acre. pinyon pine, Utah serviceberry, true Mechanical treatment is not practical on this unit mountainmahogany, lndian ricegrass, and western because of the stony surface and the slope. Suitable wheatgrass. The potential production of the native management practices include proper range use, understory vegetation in normal years is about 300 deferred grazing, and rotalion grazing. Aerial spraying is pounds of air-dry vegetation per acre. suitable for brush management. The slope limits access The slope limits access by livestock. The limited by livestock. The limited accessibility results in accessibility results in overgrazing of the less sloping overgrazing of the less stoping areas. areas. Suitable management practices include proper The Tridell soil is sulted to limited production of range use, deferred grazing, and rotation grazing. firewood. The average annual production is 5 cords per This unit is very poorly suited to homesite acre. The average stocking rate is 150 trees per acre. development. The main limitations are the depth to Special care is needed to minimize erosion when the shale bedrock, lhe shrink-swell potential, a very low stands are thinned and when olher forest management load-supporting capacity, the slow permeability, and the practices are applied. sloPe. This unit is poorly suited to homesite development. This map unit is in capability subclass Vlle, The main limitations are large stones and th6 slope. nonirrigated. lt is in the Pinyon-Juniper woodland site' This map unit is in capability subclass Vlle, nonirrigated. The Morval soil is in the Deep Loam range ,Va}-Mussel loam, 1 to 6 percent slopes. This deep, site, and the Tridell soil is in the Pinyon-Juniper -.//well drained soil is on terraces and foot slopes. lt woodland site. ' lormed in alluvium. Elevation is 6,500 to 7,500 feet. The average annual.precipitation is 13 to 14 inches, the 88-Moyerson-Rock outcrop complex, 15 to 60 average annual air temperature is 42lo 44 degrees F, percent stopes. This map unit is on mountainsides and and the average frost-free period is 75 to 90 days. iiOges. Elevation is 7,500 to 8,500 feet. The average Typically, the surface layer is light gray loam about 8 annual precipitation is 14 to 16 inches, the average inches thick. The upper 34 inches of the substratum is annual air temperature is 40 to 42 degrees F, and the sandy clay loam. The lower part to a depth of 60 inches average frostJrpg-period is 75 to 85 days. is gravelly sandy clay loam. Thii unit is dti8'ut 60 percent Moyerson silty clay lncluded in this unit are small areas of Yamo soils. loam and 25 percent shale Rock outcrop. The lncluded areas make up about 10 percent of the total Moyerson soil is in the less steeply sloping areas, and acreage. the Rock outcrop is in the steeper positions on the Permeability is moderate in the Mussel soil. Available landscape. water capacity is high. The effective rooting depth is 60 lncluded in this unit are small areas of soils that are inches or more. Runoff is slow, and the hazard of water similar to the Moyerson soil but have channery erosion is slight' fragments covering 20 to 25 percent ol the surface. This unit is used as hayland or for homesite lncluded areas make up about 15 percent of the total development. lf it is used as hayland, the main acreage. limitation is low fertility. Grasses and legumes grow well The Moyerson soil is shallow and well drained. lt if adequate fertilizer is used. lf properly managed, lhe formed in alluvium and colluvium derived dominantly unit can produce 4 tons of irrigated grass hay per acre from shale and sandstone. About 5 to 15 percent of the annually. surface is covered with channery fragments. Typically, The suitability of this unit for range seeding is good. the surlace layer is grayish brown silty clay loam about The potential plant community is mainly western 5 inches thick. The upper 5 inches of the substratum is wheatgrass, needleandthread, Nevada bluegrass, silty clay loam. The lower part to a depth of 16 inches is Sandberg bluegrass, and big sagebrush. The average clay. Shale bedrock is at a depth of 10 to 20 inches. I annual production of air-dry vegetation is about 800 Permeability is slow in the Moyerson soil. Available ll pounOt per acre. water capacity is very low. The effective rooting depth is lf This unit is well suited to homesite development. 10to 20 inches. Runoff is medium, and the hazard of ll This map unit is in capability subclass lVe, irrigated water erosion is high. Il and nonirrigated. lt is in the Rolling Loam range site. Aspen-Gypsum Area, Colorado 197 TABLE 10.--BUILDING sITE DEVELOPMENT--Contlnued Soll name and map eynbol Shal low excavat lons Dwe I llngs wi t, hout basement, s Dwe I I inge wlth basement s SmaIl commercla I bul Idlngs Local roads and st reet.s Lawns and landscaplng 8?t: ITrldeII---- | Severe: I cuLbanks I sIope. I88t: IMoy6rson--- lSevere: I I I Severe: I sIope. I I I I Severe: I depth to rock, I sIope, I shrlnk-swelI. I I I I Severe: I sIope. I I I lSevere: shrlnk-swe I I, sIope. Sllght--------- Severe: slope. Severe: s Iope . I Severe: I floodlng. I I I Severe: I sIope, I depLh to rock. I I I Severe: I sIope. I I I I Severe: I slope. I I I I I I I Severe: I slope. I I I I Severe: I low strength, I sIope, I Severe: I slope. I I I I Severe s s Iope, thln Iayer sllght. Moderate: s lope . Severe: slope. I Moderate : I wetness. I I I Severe: I smaII sLonea, I slope. I I I Severe: I Severe; cave, I slope. I I I I Severe: Rock outcrop. depth to rock, s lope . shrlnk-sweII, sIope. I I lModerate:I shrlnk-swelI, I slope, I large stones. I lModerate: l shrlnk-sneII, I slope. I I I I Seve re : I sIope. I I I Severe: I slope. l I Moderate: I large stones. I l Moderat e : I slope, I Iarge stones. I I severe ! I slope. I I shrink-swel I. I ModeraLe : I frost actlon. I I ModeraLe : I slope, I frost, actlon. I I Severe: I sIope. I I lModerat.e : I wetness, I fIoodlng. I I Seve re : dept,h t.o rock, sIope. Moderat.e: slope, frosL ac!ion, shrlnk-swel 1. Moderate: Iow st,rengt.tr, s I ope, frost. act.lon. Severe: sIope. Severe: s lope . Moderate: J.arge stones. Modera!e: s I ope, large stones. Severe: slope. large stones. lModerat.e: I slope. I I I I I severe: l large stones, I sIope. I I severe: I sIope. I I Severe: I droughty. I I Severe: I droughty. I I I Severe: I droughEy, I sIope. I I Severe: I SI lght I cutbanks cave. I ll I Moderate: I cutbanks cave.l slope. s119hE--------- MgderaLe: slope. Severe: slope. I I I Severe; I cutbanks I sIope. I I I I Severe: cave, I slope. I I I Severe: cave, I floodlng. I I Redrob I cutbanks I wetness. I Rogert, 94 r: depth to sIope. ShowalEer-- lModerate: I too clayey, I Iarge sEones, I sIope. IMorval----- lModerate: I slope. I I I95r: IShowalter-- | Severe: I sIope. I IMorval----- lsevere: I sIope. I95--------- lModerate: Southace I Iarge stones. I97--------- lModerate: Sout,hace I Iarge Etones,I sIope. I98,99----- lsevere: Southace I slope. I I See footnote at end of table. I Severe, I tevere: rock, I slope, I depth to rock, I depth to rock.l slope. I I Severe: I floodlng, I wet.ness. I I I lMode rat.e : I slope, I large st,ones. I I lModerat.e: s Iope, shrlnk-swel1. Severe: I Severe: slope. I slope. I ISevere: I Severe: slope. I slope. IModerate: I Moderate: Iarge stones. I large sLones. IModerate: I Severe: slope, I slope. large stones. I ISevere: lSevere:slope. I slope. I I tt I I I Mugee I Mussel 90------ I I I Aspen-Gypsum Area, Colorado TABLE 11.--SANITARY FACILITIES--Cont inued SolI name and map aymbol Sept,lc tank absorpt ion f le Ids Seuage lagoon areas Trench sanlt ary IandfI I I Area sanlEary landfl I I DalIy cover foi landflII 84--------- lModerate: Morval I I 80--------- | Severe: I I I Severe: I depth to rock, I sIope. I I Severe: depth to rock, s lope . I Severe: I slope. I I I Severe: I slope. I I Severe: seePa9e, floodlng, Hetness. Severe: seepage, depth to rock, s Iope . I I Severe: I slope, I large scones. I I Severe: depth to rock. I Severe: I dept.h to rock, I sIope. I I Severe: I sIope. I I I Mode race: I Loo clayey. I I I Severe: I slope. I l I Severe: I sIope. I I Severe: I slope, I Iarge sLones. I I I I Severe: I depth Lo rock, I sIope. I I I I I sllght---- I I I I Moderate I I slope. I I I Severe: I sIope. I I Severe: seePa9e, wet ness, t.oo sandy. Severe: depLh t.o rock, seePage, slope. I I Severe: I Iarge sEones. I I I Severe: depth to rock. Severe: depth to rock, sIope. I Severe: I seepage, I slope, I l sl ight ---- I I I I Poor: area reclalm. I Poor: I area reclalm, I slope. I I Poor : I slope. I I lFair: I too clayey, I smaII stones. I I Poor: slope. I Poor: I slope. I I Poor : I slope. I I I I I Poor: I area reclalm, hard t.o pack, s lope . I Falr : I sIope. I I I Poor: I slope. I I Poor: I seepage, I Eoo sandy, I small stones. I I Poor : I depEh to rock, I seepage, I smaII stones. I I I Poor: Moen 82r 83----- lsevere: Monad Moen 81-----l MorvaI 8?*: 93----- ---- Rogert 94*.. Showa IEer-- depth to rock. Severe: depth to rock, slope. I percs sIowIy, I sIope. I I percs slowly. I I I sIope. I I depth to rock, s Iope. l Moderat e: I percs slowIy, I slope. I I Severe; I slope. I I Severe: wet ne s s, poor filter. I Severe : I dept,h to rock, I slope. I I I I Severe : I percs slowly. I I I Severe: I seepage, I sIope. I lModerat.e: I seepage, I slope. I I Severe: I sIope. I I I Severe: I slope. I I Severe: I seepage, I slope,-l large sEones. I I I Severe: I depth to rock, I sIope. 85,86----- lSevere:I Severe: I sIope. I I I Severe: I slope. I I Severe: I slope. I I I I Morval----- lSevere: I sLope. ITrldeII---- | Severe: I poor flIEer, I sIope. I I88.: IMoyerson--- lSevere! lModerat.e, Itoderat,e: I percs slowly. I eeepage, I I slope.lt I Severe: I depEh Eo rock, sIope. I sI lght ---- I I I I Moderate: I slope. I I I Severe: I slope. I I Severe: I seepage, I wetness. I I I Severe: I depLh t.o rock, I seepage, I slope. I I l Moderat e : See footnote at end of table. s lope.smal I stones. dS.:. Mugael ) --/ Aspon-GypEum Area, Cobrado TABLE 12.--CONSTRUCIION MATERIALS--CONEINUEd 219 Soll name and nap oynrbol I Roadflll I sand I I GraveI Topsoi I I Il5---------- l8alr: I I I Improbable: J exceos flnes. I I I Improbable: exces! flnes. Improbable: excess flnes. Irnprobable: excesr flnes. Improbable: excesa flnes. Improbable: excess flnes. Improbable: 6xces! flnes. I I I Improbable:I excess flnes. I I I I I Improbable: I thln layer. I I I I I fmprobable:I excess flnes. I I I I Improbable: I excess fInes. I I I Improbable: I excesa flnes. I I I Improbable: I excess flnes. I I I Improbable: excelis f lneg. I Improbable: I excess flnee. I I I Improbable: I excess flnee. I I I I Improbable: I excesg flnes. I Improbable: I excess flnes. I I Improbable: I excess flnes. I I I Improbable: I excees flnee. I I I I I Improbable: thln layer. I fmprobable: I excess flnes. I I I I Improbable: I excess flnes. I I I fmprobable: I I I Poor: I small sEones, I slope. I I Poor: I small Btones, I elope. I I I Poor: I gmall sEone8, I sIope. I I Poor : I small stones, I sIope. I I I Poor: TrldeII---- lPoor: l8*: I slope. I I I Moyerson--- lPoor: area reclalm, Iow strengt,h, sIope. Rock outcrop. -- lGood---- I I MucceI Mussel I slope. I Redrob I uetness. I I lProbable-- lProbable-- lPoor: MorvaI r5--------- MorveI t?r: Morval----- Rogort 94*: I eIope, I shrlnk-sueIl. Poor: slope. Poor: slope. I depth to rock, I slope. area reclalm, s lope . I Falr: I smaII sEones. IlFair: I emalI stones, I slope. I I Poor : I alope. I I smaII stones, I area reclalm. I I Poor: I depch to rock, I smaII sEones, I sIope. I I I Poor: I too clayey, I smaII sEones, I area reclalm. I I Poor: I small stones. I I I Poor : t.oo clayey, smaII stones, area reclalm. I Shotralter-- lFair:I large stones. I I IHorval----- lFalr: 95*: I shrlnk-awelI. I I Showalter-- lFalr: Iarge stones, slope. Sce footnot,e aE end of tab1e. excess flnes. I I I