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Home My WebLink About1.0 ApplicationFebruary 21, I 994 David W. Hicks l05l Prince Creek Rd. Carbondale, CO 81623 963-8182 To whom it may concern: 'l-he following is my application for a six unit subdivision on my ranch soutil of Carbondale: Subdivision Name: Prince Creek Estates Owners: David W. & Connie F. Hicks I05l Prince Creek Road Carbondale, Colorado 81623 963-8182 Engineers: Schmueser Gordon Meyer, lnc. Ken Wilson l00l Grand Avenue, Suite 2E Glenwood, Colorado 81601 945-l 004 Development lnfo: Six Lots - Approx. Two Acres Each One Single Family Detached Home per Lot Water Supply: Two Wells - Permit #'s 105764 & 174240 Community water system owned by the home owner's association. The system will be paid for with tap fees from the sale of each lot. Sewage Disposal: lndividual Sewage Disposal Systems soil Designations: soil Type 38 from Map on sheet 22 of the soil Conservation Service Soil Survey of the Aspen-Gypsum Area, Colorado (Blue Hill Quadrangle). lnterpretation tables are attached. lmpact: The impact to any drainages and to the site topography should be very minimal. The site is gently sloping and is approximately 2000 feet from the Crystal River. Radiation Hazards: No known radiation hazard potential within the site. Highway Access: The subdivision will be serviced by two - two lane roads with a T'turn-arounds that access onto Garfield County Road I I I (also known as Prince Creek Road). All six lots will have access to one of the two feeder roads within the subdivision. SUBDAPP.DOC Page I 02121194 Utilities: Adjacent Land Owners:John K. & Linda C. Cerise P. O. Box 712 Carbondale, CO 81623 Finley Properties 2l I County Road I l'l Carbondale, CO 8I623 Robert B. & Nancy B. Emerson I 21 3 County Road I I I Carbondale, CO 81623 Anneliese Allen I 21 5 County Road 1 1 I Carbondale, CO 81623 Four Bar Ranch Co., Ltd. P. O. Box 686 Carbondale, CO 81623 McVoy, Caryn & Weiss, John A. P. O. Box I 238 Carbondale, CO 81623 Perry Sopris Ranch Partnership, Ltd. I 63 County Road I I 8 Carbondale, CO 81623 Gary K. & Norma G. Barr I 567 County Road I 1 I Carbondale, CO 81623 Please call me with any questions that you may have. Sincerely yours, Electricity - Holy Cross Electric Natural Gas - Rocky Mountain Natural Gas Telephone - U. S. West Communications CableTV- NoneAvailable SUBDAPP.DOC Page2 02121194 -.,/,ll slll.l.l N() 2,1 'i\\l'llN (;\'l,stl\'t ,\Ht..\ ( r)l oltr\l)() : (,.\lil. ll.:l.t) :\Nt) t,lItrt\ ( ()l'N'l llt: ( s I)1. 155 \spen-GYPSum Area, Colorado TAALE 5.--LAND CAPABILITY CLASSES AND YIELDS PER ACRE OF CROPS--continued I Land I capabi I 1ty I Alfalfa hay Grass hay Bar IeySolI name and map symbol NIII I I VIe I vle :urecant 1 -Fughe s 2-----'--'- - :urecant i-Eughe s l------------------------ I cushool I I 4------------------------ | :ushoo I 5--------- --------------- | Curhool,-RenLsac I I 5------------------------ | ,ehl.quist-southace I I -?------------------------ | Dollard-Rock outcroP I I l1------------------------ | Dot se ro l2------------------------ I OahIqu i st -Southace Dahlqu t st -souLhace Dollard-Rock ouEcroP I I VIIe I --- I I VIe | --- I I VIIe I --- I I VIIe I --- I I VIe I VIe I I vle I --- I I VIe | --- I I IVe I IVe I I VIe I VIe I Dot se ro I IvIIe I --- I I IVe I IVe3{------------------------ | Eryedrado Itll5------------------------l rvel rve l3r--------- Earsman-Rock outcrop Enpedrado I I 35------------------------ | Enpedrado 38------------------------ | EvansEon I I39------------------------ | 10, {1--------------------lEvtnst,on I I See footnote at end of Etoe I I Ive I IVe I I VIe I --- I I vIIe I --- I I tabIe. Evlnston Ton s Tons 4.0 4.5 6.0 5.0 4.0 6.0 Tons 3.5 Tons 4.0 5.0 4.0 3.5 5.0 Bu 3u 80 90 75 qn 1il TABLE 6.--RANGELAND AND WOODLAND UNDERSTORY PRODUCTIVITY AND CHARACTERISTIC PLANT COMMUNITIES--CONEiNUCd TotaI production I Soil Survey SoiI name and map symbol Range or woodLand sj.te I lKind of I I I Characterist ic vegetacion lCompo- year I Dry I I weight I I sition I 33*: Rock outcrop" 34, 35, 35--------- | Deep Empedrado I Loam 1292-- I Douglas Fir-------- I Eavorable I Normal I Unfavorable I Eavorable I Normal I Unfavorable I I I I Favorable I NormaI lUnf avorabl.e Pavorable Normal Unfavorable I Favorable l NormaL I Unfavorable I I I I Pavorable I Normal I Unfavorable I I lFavorabl,e I Normal I Unfavorable Eavo rab I e Norma 1 Un favo rab Ie I I I I I I I I Deep Loam *292---------------- I38,39,40,41----- Evanston 42*-------- Fluvaquent s 43i, 4{r: ForeIIe---- lRolling Loam *298-- Brownsto--- lStony Foothills *28'7---------- 45,46,4?--------- Forsey I SLony Loam #23?--------------- I l RiverboEt om See fooLnote at end of table. I Lblacre I ll 500 lGambel oak--------------------l 500 | MuEtongrass -------- | 4OO lNeedleandchread---------------l I saskatoon serviceberry-------- | I i,testern wheatgrass------------ | lBluebunch wheaEgrass---------- | lBottlebrush squlrreltail------ I llndian ricegrass--------------l lPrairie junegrass------------- | I True mounLainmahogany--------- |tl 1,800 lWestern wheatgrass------------ I 25 1,500 lNeedleandchread---------------l 15 1,000 lMountain big sage-------------l 10 lGambel oak--------------------l 5 lRubber rabbi.Lbrush------------l 5 tl 400 lcolumbia needlegrass---------- I 250 I Grouse whort. Ieberry----------- I 150 lMountain snowberry------------l I Nodding bromegrass------------ | I Ki.nnikinnick------------------ | I Common juniper---------------- | lBoxleaf myrtle---------------- | I Pct l 15 10 10 10 10 q 5 5 J 5 1,800 1,500 900 lBasin big sagebrush-----------l I Needleandthread--------------- | IWestern wheacgrass------------ | lPrairle junegrass------------- | lMuttongrass -------- | I Saskatoon serviceberry-------- | lMountain snowberry-- I 3,000 lAIkaIi sacaton- 2,500 I Sedge------ 1,000 lWesLern wheatgrass------------ I Inland saltgrass-- I I I l.lesLern wheaLgras s- I Bluebunch wheatgrass- I lndian ricegrass-------------- | I Dougl.as rabbitbrush----------- I lWyoming bj.g sagebrush---------l 10 lBluebunch wheatgrass----------l 10 lWestern wheaLgrass------------l 10 lBottlebrush squirreltail------l 5 lNeedleandLhread---------------l 5 I Indian ricegrass-------------- | 5 I Pinyon----- -------- | 5 I Utah juniper------------------ | 5 ll 15 15 10 5 5 5 J 40 20 J 5 10 10 10( ( q 40 15 1q 10 r,200 800 600 800 500 400 2, 000 1,200 1,000 I Bluebunch whealgrass---------- | I saskat oon serviceberry-------- | I MuELongrass -------- | iArizona fescue---------------- | I NeedleandEhread--------------- | lBasin big sagebrush-----------l lPrairie junegrass------------- I 2A 15 10 5 5 5 I I Aspen-GYPsum Area, Colorado 177 TABLE 8. --RECREATIONAL DEVELOPI'ENT--Contlnued Soll name and map symbol Camp areas Plcnic areas P Iaygrounds Itrails I Golf fairwaYs I I I lPaths and I I I I 35---------- | Moderate: Empedrado I slope. I I 35---------- | severe: Empedrado I sIope. I EEoe I sIope. I I 38---------- lModerat'e: EvansLon I dusty. I I 39---------- | severe: Evan s c on I sIope. I I 40,41------ lSevere: Evanst.on I sIope. I I I l Mode rat e : I sIope. I I I Severe: I sIope. I I Severe: I slope. I I lModerat.e: I dusty. I I I Severe: I sIope. I I I Severe: I sIope. I I I I Seve re : I slope. I I I Severe: I s1ope. I I Severe: I slope. I I I Moderate: I sIope, I dusty. I I Severe: I sIope. I I I Severe: I sIope. I I I I sIlght---------- I I I I Mode rat.e : I sIope. I I Severe: I sIope, I erodes easiIY. I l Moderat e: I dusty. I I I ModeraEe: I slope, I dusty. I I Seve re : I slope. I I I I Moderate: I Iarge s!ones, I sIope. I I Severe: I slope. I I severe r I slope. I I I slight. I I I I Severe: I sIope. I I I Severe: I slope. I Fluvaquents 43r: Pore Ile---- Brownsco---- f Iood in9. wetness. I ModeraLe: I slope, I dusty. I I Moderate: I severe: wetness . I ModeraEe: I sIope, I dusty. l I Moderate: I Severe: I sl.ope. I I I Severe: I sIope. I I I Moderate: large stones. I Severe: slope. Severe: sIope. I Seve re : rretness. I Seve re : I slope. I I I Seve re : s lope , smalL sEones. I Severe: I sIope. I I I Severe: I sIope, I smaII stones. I I Severe: Iarge s Iope , smal I Seve re : large stones, s lope , small sEones. Severe: large stones, s lope . smaII stones. I Seve re : wetne s s. I Moderate: I dusty. I I I SIight---------- I Moderate: I slope, I dusty. I I Moderate : I slope. I I I ModeraEe: Iarge stones. I Moderate: I Iarge stones, I slope. I I I Seve re : I Severe: weEness. I Moderace: I Large stones, I sIope. I I Moderase: snaIl sEones. droughcy, s Iope. I Severe: I slope. I I I Severe: I slope. I I I Severe: Iarge scones. Severe: large sLones, s lope . Severe: Iarge stones, slope. s lope, smaII sLones. s Iope ,small stones. 44r: Eorerre---- I severe: I slope. I I Brownsto--- I Severe: I sIoPe. I I {5---------- l!'loderat'e: Eorsey I large slones. I I I 46---------- | severe: Forsey s lope . I Seve re : slope. sEones, sEones. See footnote aE end of Eable. s lope . 186 TABLE 9.--WILDLIFE HABITAT--CONI,iNUEd Pot.ent.i.aI for habltaE el-ements Soil Survey PotenLiaI as habit.at for-- Soil narne and map symbol Grain and seed croPs I I Grasses I and I legumes Open- Iand wi Id- 1i fe wild I herba- I Conl f- ceous I erous plants I plants I Wet Iand I shal Iow plants I waEer I areas I I Range-I I Shrubs I I Wood- land wi Id- life lWet land I l-anci lwi).d- lwi.Id- I life I life 33*: I Earsman----------- I Poor Rock outcrop. I 34, 35, 36--------- lPoor Empedrado 37----------------- I Very Etoe I poor. I I poor. I poor. I Good I Poor I Poor I I I Palr I I I Fair I I I Fair I I I Good I I I Eair I I I Falr I I lFalr I I I Falr I I I Fair I I I I Very I poor. I I Very I poor. I I Poor I I I Very I poor. I I Fair I I I I Very I poor. I I very I poor. I I Very I poor. I I Very I poor. I I Poor I I I Very I poor. I I Very I poor. I I Very I poor. I I Very I Very I poor. I I Very I poor. I I Very I poor. I I very I poor. I I Pair I I I I Very I poor. I I Very I poor. I I Very I poor. I I Very I poor. I I Very I poor. I I Very I poor. I I Very I poor. I I Very I poor. I I Very poor. poor. I Very I poor. I I Very I poor. I I Very I poor. I I Poor I I I Fair I I I Eair I I I Falr I I I Fair I I I Poor I I I Poor I I I Poor I I I I Falr I I I I I Poor I I I Very I poor. I I Poor I I I Poor ,I I I Poor I Poor I I I Eair I I I Fair I I I Poor I I I Good I I I Poor I I I Poor I I I very I poor. I I Very I I I I Fair I I I I I Fair I I I Good I I I Fair I I I Falr I I I Eair I I I lPair I I I Ealr I I I Fair I I I Good I I I Eair I I I Fair I I I Good I I I Good I I lFair I I I I I Poor I I I I I Fair I I I I I Fair I I I Good I I I Fair I I I Eair I I I I I Very I poor. poor. I I I I very I I I I Poor I Fair I I I Poor I I I Poor I I I Poor I I I Poor 38----------------- I Poor Evanston 39, 40, 41--------- lPoor Evanst on 42i ---------------- I Poor E luvaquent, s 43r, 44r: ForeIIe----------- | Poor I I Brownst o---------- I Poor I I4?--------- I Poor I I 4 8----------------- I Poor Fughes I I 49----------------- I Fair GosIin 50----------------- | Poor Goslln I I 5L, 52------------- lPoor Gothic I I 53----------------- | Very Gothic 45,46, Forsey Grotte (qi. Gypsum Iand. 54----------------- | Very poor. Gypslorthids------lverY lverY I Poor. I Poor.ll 5 5----------------- | Poor I Poor Ipson I I ll57-----------------lVery lVery IpsonlPoor-lPoor. ll see footnote at end of table. I Poor I I I Fair I I I Fair I I I Poor I Poor ll ll I Fair I Very I I Poor. ll I Fair I Very | | poor. tl I Very I poor. I I Poor I I I Poor I I I Very I Eair. poor. lFair lPoor I Eair Very poor. I Very I poor. I I Very I poor. I I Very I poor. I I Very I poor. I I Fair I I I I Very I poor. I I Very I poor. I I very I poor. I I very I poor. I I Very I poor. I I Very I poor. I I Very I poor. I I Very I poor. I I Very I Eair. I It--- I I I Eair. I I I Fair. I I I Poor. I I I I Fair. I I I Pair. I I lFair. I I I Good. I Eair. I I I Eair. I I lEair. I I lPair. I I I I I I Poor. I I I Eair. I I I Fair. i I poor. lVery I poor. I I Very I poor. I I Very I poor. I t--- 194 Soil Survey TABLE 10.--BUILDING SITE DEVELOPMENT--Contlnued 3 4 --------- Empedrado I 35--------- lModerate: Empedrado I slope' I I 35--------- I Severe: Empedrado I slope. I Etoe I sIope. I 39, 40, 41-------- lSevere: EvansLon I slope. I SoiI name and map symbol Shal Iow excavat ions cuEbanks cave, HeLness . I slope. I aE end of table Dwe I I ings withou! basement s Dwe 1 I ings with basements SmaII commercial bu I Idings I slope. I I Severe: I slope. I I I Severe: I s1ope. I I severe: I slope. I I Severe: I sIope. I I Severe: f 1 ood ing, wetness. Severe: sIope. Severe: slope. Seve re : slope. I Severe: I shrink-swe1L. I I I Mode rate : I sJ.ope. I I Severe: I sIope. I Loca: roads and sEreets I Severe: I sIope. I I severe: I sLope. I I Severe: I sioPe. I I severe: weEness, fiooding, frost act ion. I Moderate 3 I slope. I I I Severe: I sIope. I I I Severe: I shrink-sweII, I Iow s.:engLh. I lSlighr--------- I I I Severe : I sIope. I Lawns and landscaping I Seve re : I sIope. I I seve re : I sIope. i I Severe : I slope. I I Severe: I wetness. I I I I I Moderate: I large stones, I slope. I I Severe: I Iarge stones, I sIope. I I Moderate : I Iarge sLones' I I I slight. I I I severe: I slope. I trltll lslight---------lsItght. ls119ht---------lModerate:I Moderare: I Moderate: I frost action. | ).arge stones. ll I Moderate: I Moderate: I slope, I large stonea, I frost action. I sloPe. tl I I l Moderat e : I slope. I I I severe: I slope. I I Seve re : I sJ.ope. I I Severe: I s1ope. I I Severe: I I I Moderate: I sIope. I I I Severe: I slope. I I Seve re : I s1ope. I I Severe: I slope. I I Severe: 38--------- lslight--------- lsltght lslight--------- lsliqht lsliqht--------- lsl'ight. Evanstonllllll llllll Fluvaquents 43*: f 1 ood ing, wet ness. I Moderate : I sIope. I I I I I Severe: I sIope. I I I Severe: I I I Severe: I slope. I flooding, weLness. I Moderate: I sIope. I I I Moderate : sJ.ope. I severe: I slope. I I Severe: I sIope. I I I I I Severe : I slope. I I I Severe : I I I Severe: I sJ.ope. I Brownsto---I severe :I ModeraEe: cutbanks cave.s lope . 44* : Forelle---- lSevere: lSevere: I slope. I slope. II Brownsto--- lSevere: lSevere: I cutbanks cave, I slope. I slope. I ll 45--------- lModeratel lModerate: lModerace: Eorsey I large stones. I Iarge stones. I large sLones. lModerat.e:I Mode rate: slope.small stones, droughty, slope. Severe: lsevere: lSevere: slope. I sloPe. I sloPe. ll Severe: lsevere: lSevere: slope. I sloPe' I sloPe. rltl Moderate: lMocierace: lsevere: sIope, I frost action, I Iarge sEones' large sEones. I Iarge stones. I ll ForeIIe---- I Moderate: I sloPe. I I I I 46, 47----- | severe r Forsey I slope. I I 48--------- | ModeraLe: Goslin I I 50--------- | Severe: Fughe s I Loo clayey. I shrink-sweIl. I shrink-swel1. tll Gos I i.n See footnote I I I I I 204 Soil Survey TABLE 11.--SANITARY FACILITIES--Continued SoiI name and map symbol Septic lank absorpt ion f ie Ids Sewage lagoon areas Trench sanltary Iandfi I I Area sanitary IandfilI DaiJ-y cover for landfill Rock outcrop. Empedrado Enpedrado I slope. I I I Severe : I s1ope. I I 36--- Empedrado Etoe I slope. I I 38--------- lModerate: Evanston 29*, 30*: Rock out.crop. 3 1---- ----- Dot sero 32--------- Dotsero 33*: Earsman---- 44t t Forel Ie---- Brownsto--- I Severe: I s1ope. I I I slisht---- I I I I Severe: depth to rock, slope. I percs sIowIy. I I flooding, wetness, poor filter. I Moderate: I percs slowIy, I sIope. I l Moderat e : sIope. I Severe: I slope. I I Severe: I sIope. I I I Severe: I seepage, I slope. I I Severe : I seepage. I I I Severe: seepage, depth t,o rock, sIope. I Severe: I seepage. I I Severe : I seepage, I sIope. I I Severe: I seepage, I sIope. I I Severe: I slope. I I I Moderate: I seepage, I sIope. I I Severe : I sIope. I I Severe: I seepage, flooding. I Severe: I sIope. I I I Severe : seepa9e, s lope . Severe: s Iope . Severe: seePage, slope. I Severe: I seepage, I sIope. I I Severe : I seepage. I I I Severe: depth to rock, slope. l.Severe: I seepage, I I Severe: I seepage. I I I Seve re : I seepage, I sIope. I I Severe: I slope, I Iarge stones. I I sItght----- I I I I Severe: I sIope. I I Severe: f Iooding, seepa9e, wet.ness. i I Moderate: I sIope. I I l Moderat e : s lope, too sandy. Severe: s1ope. Severe: slope. I Severe: I seepage, I s).ope. I I Severe: I seepage. I I I Severe: depth to rock, slope. I Severe: I seepage. I I Severe: I seepage. I I I severe: seepage, s Iope . I Severe: I slope. I I I sltght----- I I I I Severe: I sIope. I I Severe: f Iood ing, seepage, wet.ness. I Moderate: I sl-ope. I I I ModeraLe : slope. Severe: slope. Severe: slope. I Poor: I sIope. I I I Fair: I small stones. I I I Poor: area reclaim, small sLones, sIope. lFair: I srnall sEones. I lFair: I small stones, I sIope. I lPoor: s lope . I Poor: I large stones, I sIope. I I Good. I I I I Poor: I slope. I I Poor: seepa9e, Loo sandy, smaff stones. Falr: s Iope . Poor: small stones. I Poor: I s1ope. I I Poor: I smalI stones, I slope. I 39, 40, 41----------lSevere: Eva n st.on I sIope. I Fluvaguent s 43*: ForeI Ie---- Brownsto--- See footnote at end of lable. Aspen-Gypsum Area, Colorado 215 TABLE 12. --CONSTRUCTION MATERIALS--Continued DoE sero 32--------- lGood------- llmProbable: Dotaero I lexcessfines' ?2t. Earsman---- | Poor:I Improbable: area reclaim, sIope. excess fines, Rock outcrop. I30r: I Dollard---- lPoor: Rock outcrop. I area reclalm, I slope. I I I I slope. I I 34, 35----- lGood------- Empedrado I I 36--------- lPal.r: Empedrado I sIope. I I 3?--------- I Poor: Etoe slope. Evanston I I 39--------- | Palr: Evanston I sIope. I 40,41----- lPoor: Evanston I sIope. I Sol,I name and map almbol Eluvaquents 43r: ForeI Ie---- Roadf i I I wet.ness. I Improbable: excess fines. I Improbable: I excess fInes. I I Improbable: excess flnes. Improbable: excess fines. Improbable: excess fines, Iarge stones. excess fines. Improbable: excess fines. I I Improbable: I excess flnes. I Improbable: excess fines. I Improbable: excess fines. Improbable: excess fines. Grave l I Improbable: excess fines " Improbable: excess fines. Improbable: excess fines. Improbable: excess fines. Improbable: excess fines. Improbable: excess f i.nes " Improbable: excess fines, large sLones. I Improbable: excess fines. Improbable: excess fines. I Improbable: I excess flnes. I Improbable: excess fines. I Improbable: excess fines. Improbable: excess fines. Topso i 1 I Poor: I smaIl stones, I s).ope. I I Poor: I small sEones. I I I Poor: area reclaim, smali stones, slope. I I Poor: I sma] l- s!ones . I I Poor: I small sEones, I sIope. I I Poor: smaLl stsones, area reclaim, slope. I Good, I I I Poor: I sIope. I I Poor: I slope. I I Poor: I too sandy, lsmal. l sLones, I area reclaim. I I lEa j-r: too cIayeY, smaLl stones, s lope . I Poor: smal-I stones, area reclaim. Poor: s Iope . lProbable--- | Probable--- Brownsto--- lGood------- 44i: ForeIIe---- | Pair: I sIope. I see footnote at end of table. I I I Poor: slope. I I I I Aspen-Gypsum Area, Colorado 225 TABLE 13.--WATER MANAGEMENT--Continued Llmltatlons for--Features affecting-- So11 name and nap symbol Pond I Embankment.s, reservoLr I dlkes, and areas I levees Drainage I rrigat ion I Terraces I and I diversj.ons Grassed waterHays I I26*, 21a, zgx. IDehlgul!t-------- | Severe ! I seepage, I sIoPe. ISouthace--------- | s€vere : I seePage, I slope. I 2gr, 30r: I Dollard---------- | Severe : s lope . Rock outcrop. I I I I Severe: I seepage, I large stones. I I Severe: I seepage, I Iarge scones. I I I Severe: thln Layer. Severe: seePage. Moderate: seepage. Severe: thln Iayer. I Severe: I ptplng. I I Severe: I ptplng. I I I severe: I large sEones. I I I Severe: I plplng. I I I Severe: I piplng. I I I Severe: seePage, Het ness. Severe: pIp1n9. Severe: seePage. I I I lDeep to water I I I lDeep to water lDeep to Hater I lDeep to water I I I lDeep !o xater I I I lDeep to uater lDeep to water I I lDeep to water I I I lDeep to rrat.er I I I lDeep to uater I I I I Deep to wacer I I I I F Iooding, Iarge stones, frost action. lDeep to water I I I lDeep to water I I I I Slope, I Iarge sEones, I droughty. I I Slope, Iarge st,ones, droughty. Percs slowly, depth to rock. Droughty, s lope . Droughty, s lope . Droughty, depth to rock, s Iope . I I I I slope, I large stones, I too sandy. I I S lope, Iarge stones. !oo sandy. I SIope---------- I ll ll II I Pavorable------ | I I I I SIope, Iarge sLones, depth to rock. I I I lToo arld, I Iarge stones, I slope. I I Too arid, large slones, sIope. S Iope , droughty. Droughty. Large sLones, s Iope, droughty. Slope, I Slope, depth to rock, I erocies easiiY, erodes easily. I depLh co rock. I I I 31 Dotrero 32----------- Dot!ero 33r: E a rsman- ---- Severe: seePa9e, slope. Severe i seepage. Severe: dept h t.o rock, s lope . Rock out.crop. Empedrado I seepage. I I s Iope---------- I Favorable------tttt I SIope---------- | Slope--tttl I Slope---------- | Slope, I I I I SIope, I drouqhcy, I I SIope, I erodes easily. I I I Large stones, wetness. I erodes easily. I I I SIope, I too sandy, I Favorable. I I I Slope. I I I lLarge stones, I sIope, I erodes easlly. I lToo arid, I erodes easily. I I lToo arid, I sIope, I erodes easlly. I lLarge stones, I HeLness. I I I I Too arld. ls).ope, I erodes easily. I lToo arld, I sIope, I droughty. I 35,35------ lSevere: Empedrado I seepage, I sIope. I37---------- I Severe: EEoe I slope. I I38---------- I Moderate: Evanrton I seepage, I slope. I 39, 40, 41--------lSevere: Evanston I sIope. I I42r_________ lSevere: Fluvaquents {3r, {{i: Fore I Ie---------- Brorrnsto--- seepage. I large stones, I large stones, I erodes easily, I erodes easily.lt I SIope---------- | Erodes easi Iyttlttt I Slope---------- | Slope, I I SIope, I I I I S Iope, wetness. droughty. I Severe: I sIope. I I I Severe: I seepage, I sIope. I I soil blowing. I soil blowing. tl See footnoEe at end of table. I I I I 236 Soil Survey TABLE 14.--ENGINEERING INDEX PROPERTIES--Continued tt lDepth I USDA texture Classificat.lon lFrag- 1 lments I Percentage passing sieve number--lLiquid I Pl.as- ll Soil narne and map symbol Unl fled AASHTO I>3 I I inches I I llLmltlticlty 1200 I lindex4010 lIn I I I A-4 lA-2 I3?--------------- | 38, 39----------- | Evanst on Evanston Fluvaquents 43*, 44* 2 Forel le--------- Brownst o-------- 45, 45, 47------- Forsey tt0-8 ll,oam-- ICL-ML 8-24 I Stratlfied very I SM-SC, cobbly fine I GM-GC sandy Ioam to Iextremely cobblyl I I sandy clay Ioam. I . 24-60 lExirernely cobbly lGC, sandy clay loam, extremely stony sandy clay Ioam, extremely stony loam. GP-GC IA-2 IML IA-4 lcl lA-5 lCL-ML lA-4l'l IML lA-4lcl, lA-5 I cl,-tlI, I A- 4 lt lsM, ML, lA-2, A-4, I cL, sc I A-5 ISM, ML, IA-2, A-4,I CL, CL-MLI A-6 lt lcP, sP, lA-1 SP-SM, GP-GM 24-60 I 0-14 14 -31 31-60 0-12 L2-25 25-60 0- 10 10-24 0-6 6-3 0 30-60 0-4 4-11 11-30 30-60 I Loam------- lLoam, cl3y le66 I Loam------- lLoam, clay ).oam I Loam------- I l VariabLe--- I I Stratlfled clay I to gravelly sand. Very gravel).y sand, gravelly sand. I Loam------- lClay loam, Ioam, I sandy clay loam. lLoam, sandy clay I loam, clay 1oam. I lGravelly sandy I loam. I I Grave I Iy .Loam---- I I Very gravelly I sandy loam. lGravelly sandy Ioam, very gravelly Ioamy sand, very gravelly sandy Ioam. CobbIy loam------ Very cobb).y Ioam, very cobbly clay Ioam. Very cobbly sandy loam, very cobbly loam, very cobbly sandy clay loam. I SM, GM,I sM-sc, I GM-GC I sM-SC, I GM-GC IGM, GM.GC I I SM, GM I SM-SC, I I CL-ML I IGM-GC, cC Itt IGM, GM-GC, I I CL-ML, ICL I I CL-ML, I I !,1L lA-4 lA-6 I A-2 I I I A-4 I lA-1, A-2 I lA-2, A-1 A-4, a-5 A-4 A-4, A-5 A-l', A-2 0-10 I I L0-22 | I I 22-60 I See footnote at. end of tabLe. SM_SC, SMI 35-50 50-70 145-55 130-55 lPct I I I I ttttlI 0-10 I 85-100 I 80-100 | 70-9s I 50-70 I 30-50 I 50-?5 | 45-70 I 40-55 | 30-3s Pct 20-30 20-30 40-80 I 25-35 I 15-30 I 10-2s 30-35 0 0 0 0 0 0 95-100 95-100 95-100 95-100 95-100 95-100 90-95 95-100 95-100 9s-100 95-100 95-100 95-100 85-95 60-80 30-?0 30-35 25-35 20-30 30-35 25-35 20-30 15-30 25-35 ?0-85 I 50-70 70-90 I 50-70 55-85 I 50-50 I ?0-85 I 50-70 70-90 I s0-70 6s-85 I 50-60 I 55-55 I 20-50 I 45-70 I 30-60 0- 10 0-20 L0-30 | 65-85 I I i 40-80 0- 10 0- 10 0- 10 0-5 0-5 0-5 0-5 85-100 85-100 85-100 60-80 50-80 50-50 40-80 25 -35 25-35 25-35 20-30 25-30 20-30 25-30 2s-35 20-30 85-1ool75-100155-75 85-100180-100150-80 tl 85-100175-100155-?5 I I 50-?5 I 40-55 I Is0-75 I 40-60 I 40-50 I 30-40 I35-75 I 25-55 I ?0-85 50-75 10-25 0-10 25-35 35-50 15-25 10-35 45-50 35-50 15-35 I 20-35 30-50 | 75-90 I I 50-6s 45-60 | 40-60 I I 5-10 5-10 5-10 10-15 5-10 5-10 10-15 5-10 NP- 15 NP-15 NP 5- 10 10-15 5-15 NP-10 5-10 NP-10 NP 10-15 5-10 5-1s NP-10 40, 41 I I I I I I I I 28 Soil Survey TABLE 15.--PHYSICAL AND CHEMICAL PRoPERTIES oF THE Solls--conllnued So11 name and map symbol ltr lDepthlclay; ttt Moist bulk dens lty Permea- biltty I I I I I Erostonlwtnd I -lAvallablel SoiI lSallnltyl ShrInk- | factorslerodi-lOrganlc I water I reactlon I lcapaclty I I I swell t t tUilityl matter lpoEentlal I K I T lgroup I tltt26*, 27*, l$*i I I I IDahlgulat------- | 0-6 I 12-20 I 1.25-1.35 II 6-13 I 20-3s I 1.25_1.40 I I 13-50 I 1-201 1.25-1,.4s IttttSouthace--------l 0-101 5-2011.40-1.501 It0-221 s-20 I 1.4s-1.s5 I 122-60 I 2-15 I 1.50-1.?0 |ttttlttt Dot. sero I 31-4r I 10-18 I 1.40-r.s0 | I 41-60 I 1s-25 I 1.40-1. s0 Itttt32--------- I 0-? | 10-18 I 1.30-1.40 | Dot aero I ?-41.1 10-18 I 1.40-1.50 I I 41-60 I 15-25 I 1.40-1.50 |tttltt0-5 I 10-20 I 1.40-1.55 I 5-19 I s-18 I 1.40-1.55 I19 I --- Rock out,crop. Itttt34, 35, 35-------l 0-5 115-2?11.35-1.451 I In/1n I l-lll 2.0-5 -O I 0.05-0.10 I 5.5-7.80.6-2.0 10.06-0. 11 I 6. 6-?.8>6.0 10.03-0.051?.9-9.0tt2.0-6.0 10.08-0.10 l?.9-8.42.0-6.0 I 0.04-0.06 I ?.9-8.4>20 10.02-0.041?.9-8.4 ltlr 2 .0-5.0 I 0 .08-o .1q I 5. 5-8.42.0-5.0 | 0.07-0.09 I 7. 9-8.42.0-6.0 I 0.11-0.18 I ?.9-8.4 II 2 .0-6.0 I 0.10-0.14 I 5. 6-8 .42.0-6.0 10.07-0.09t 7.9-8.42.0-6.0 I 0.11-0 .18 I 7. 9-8 .4 ltII 2.0-6.0 ''3:!'o 10.05-0.091?.4-8.4 10.04-0.09t7.4-9.0t--- I I I 0. 6-2.0 I 0.16-0 .18 I 6. 5-7 .30.6-2.0 t0.19-0.21 I 6. 6-?.82.0-5.0 I 0.11-0.13 | ?.9-8.4 0.6-2.0 10.16-0.18 I 5.1-7.30.6-2.0 I 0.10-0 . 14 I 5. 1-6.5 0.6-2 .0 I 0 .05-0 .11 I 5. 1-? .3ll0.5-2.0 I 0. 15-0.18 I 6. 1-7.80.5-2.0 10.15-0 .2016.6-8.4o.6-2.0 10.15-0.18 l?. 9-9.0 II0.5-2.0 I 0. 15-0. 18 I 5. 1-? .80.6-2.0 10.16-0.20 I 5.6-8.4 0.6-2 .0 I 0.15-0.18 I ?. 9-9.0II 0 .6-20 I 0.0?-0 . 15 I 7.4-8 .40.5-2.0 10.10-0.18 I ?.4-8.4>20 10.04-0.09t?.4-8.4 I I 10.15-0.18 t0.16-0.21 I 0.15-0.18 I lIn I Pct I g/cc In/hr pH 29*, 30*. DolLard--------- | 0-4 | 35-40 I 1.20-1.30 I O. O6-0.2 I O. t?-0. 19 I ?. 4-8. 4 4-33 | 35-50 I 1.30-1. 40 I 0.06-0 .2 1o.13-0. 18 I 7. 9-9.033 t---l Rock outcrop. 31--------- I 0-31 I 10-18 I 1.30-1.40 I 33r: Ea r sman--- - ---- - Empedrado 3 7--------- Etoe I s-40 120-35 11.40-1.ss I I 40-60 I 15-30 I 1.40-1.55 I I 0-8 I 10-23 | 1.3s-1.4s II 8-24 I 10-20 | 1.40-1.50 | 124-60 120-2s I 1.4s-1. ss I 38, 39----- I 0-14 I 15-2? I 1.2s-1.3s IEvanstonI 14-31 I 18-3s I 1.3s-1.4s I | 3r-60 tL8-2't I 1.3s-1.4s Itttt40, 41----- I 0-12 lL5-2't I 1.25-1.35 IEvanstonlt2-25 I 18-35 I 1.35-1 .45 I I 25-50 lL8-27 I 1.3s-1.4s Itttt42r-------- I 0-101 4-3011.20-1.50t F Iuvaguent s I 10-24 I 10-35 I 1.40-1.60 I 124-60t 0-s 11.60-1.70t I43*. 44r: IForeIIe---------l 0-6 115-2711.15-1.251 I 5-30 I 18-3s I 1.25-1.35 I I 30-50 I 18-30 I 1.25-1.35 IttttBrownsro--------l 0-4 110-2011.35-1.451 2.0_5.0I 4-11115-2011.2s-1.35t 0.6-2.0 111-30 I 15-20 I 1.3s-1 .45l| 2.0-5.0 130-60 I 5-15 I 1.35_1 .4st 2.0_6.0lttt See footnote at end of table. 0.6-2.0 0.6-2.0 0.6-2.0 6.6-8.4 6. 6-8.4 ?.9-9.0 7.4-8.4 1 .4-8 .4 1 .4-8 .4 1 .4-8 .4 I 0.08-0 .10 I 10.11-0.13 I 0 .0 6-0 .08 I 0.0s-0.10 I I mmhos/cm I tlrtlttl I Low------- I 0.05 I I Low------- I 0.02 I I Low------- I 0.02 Ittl I Low------- I 0.10 I I Lou------- | 0.02 | ,,o*____:__ 1 0.02 I tttltt<2 I High------ I 0.37 |<2 I High------ | 0.3? | tltltt<2 I Low------- I 0.10 I <2 | Low------- | 0.20 |<2 lLow-------10.241ttl<2 lLow-------10.201<2 lLow-------10,201<2 | Low------- | 0.24 |ttrttl<2 | Low------- | 0.1? |<4 | Low------- | 0.10 | lt<2 lLow-------10.24<2 I ModeraLe l0 .24<2 lLow-------10.17 <2 I Low------- | 0.37 |<2 I Low------- 1 9.15 1<2 | Low------- | 0.15 |tlt<2 | Low------- | 0.28 I<2 lModerar.e I 0 .3? |<2 | Low------- | 0.3? |ttt<2 | Low------- | 0.28 |<2 | Moderate I 0.37 |<2 I Low------- | 0.3? |ltl <2 <2 <2 <2 <2 <2 <8 <8 <2 I Low------- I 0.20 I I Low------- I 0.28 I Low------- I 0.05 ll<2 lLow-------10.32<2 lModerate 10.37<2 lLow-------10.37tt<2 l Low------- 1 g. tO ,<2 | Low------- | 0.20 |<2 I Low------- | 0.05 |<2 I Low------- 1 6.19 1tlt qL Pct 1-3 1-3 1 _1 <1 3-6 3-6 2-4 1-3 2-4 2-4 <1 .5-1 t-2 tll tttt TABLE 16.--SOIL AND IIATER FEATURES--ContLnued Flooding HIgh rrater table I llll Depth I Klnd lMonths lDePthlHard- I Risk of corroslon Potentlal frost actLon I Uncoated I concrete I steel I tlltll I Moderate--- lModeraEe I Low. tll I Moderate--- I Hlgh----- | Low. tll I Moderate--- I H19h----- | Htqh. tlltlltll I Moderate--- | Moderate I Moderate -rll lModerate---lModerate lLow.rll I Low-------- | HIgh----- | Iloderate.rllrlltll I Low-------- I Htgh----- | Moderate - tll I tloderate--- | Hlgh----- | Lot .rllrll I Low-------- | Hlqh----- | Low. rll lllrll I Moderate--- | Hlgh----- | Low. tll tll I Moderate---lModerate I Low- tll tll I Low-------- I Hlgh----- I Low - tlltll N(,t5 soil name and map symbol I I 17*,18*,19*: I Cochetopa-------- | I Ant robus--------- I I 20---------------- I Coulterg I I 2y*, 22*: I curecant.l-------- | I Fughes----------- | I )a )l------------l Cu shool ,q*. Cushool---------- | I Rentsac---------- | I 26* t 21* , 28*. I DahJ.quist-------- | I Soulhace--------- | I 29* , 3O*: I Dol Iard---------- | I Rock outcrop. I I 3L, 32------------ | Dot sero I I 33*: I Earsman---------- | I Rock outcroP. I I 34,35,35--------l Empedrado 3 t --------- ------- | Etoe I I 38, 39, 40, 41---- | Evanston I ll Frequency I Duratlon lMonths ll I I Iness Hydro- Ioglc qroup B B B c Pt, >5.0 >6.0 >6. 0 >6.0 >5.0 >6.0 >6.0 >6.0 >6.0 >6. 0 >5.0 >6.0 >6.0 >6.0 >5.0 In >60 >60 >60 >60 >50 20-40 20-40 8-20 tl I None-------- |tl I None-------- |tl I None-------- |tltltl I None-------- |tl I None-------- |tl I None-------- |tltltl I None-------- |tl I None-------- | I I Softs I I I I Soft I I Hard a D B D I I I None-------- I >60 >60 I See fooLnole at end of I None-------- |tltl I None-------- | I None-------- |tltltl I None-------- Itllltl I None-------- |tltl I None-------- |tltl I None-------- |tltl Eable. I Low-------- I Hlgh----- I Low. ttllll | 20-40 | soft I Low-------- | Hlgh----- | Low. >50 lllttltll I Moderate--- I Hlgh----- | Low. rll 110-20lHard lLow--------lHtgh-----lLow' >60 >50 >60 @o CNC ?o >6.0 Aspen-Gypsum Area, Colorado TABLE 17.-.CLASSIFICATION OF THE SOILS (An asterlsk 1n the flrst column lndicat.es that the soll is a taxadjunct to the series. See CexE for a descriptlon of those characteristics of the soil that are outside the range of the series) SolI name Famlly or hlgher taxonomic class 259 I I Acree------ ----l Flne, montmorlllonltlc Arldlc Arglboro}ls AImy-------I Flne-Ioamy, mixed BoroIIlc Haplargids Ansarl----- ---- | Loamy, mlxed Lithlc Haploborolls AnseI I Fine-1oamy, mlxed Typlc Cryoboralfs Antrobus--- ----l Loarny-skeletal, mixed Typic Cryoborolls Anvlk------ ----l F1ne-Ioamy, mixed Boralfic Cryoborolls ArIe-------Loamy-skeletal, mixed Aridic Haploborolls Atencio---- ---- | Fine-loamy over sandy or sandy-skeletal, mixed, mesic Aridic Argiustolls Azelt 1 Fine-J.oamy over sandy or sandy-skeletal, mixed, mesic Torriorthentic Haplustolls Brorrnato--- ----l Loamy-skeletal, mixed Borollic Calciorthids CaJ.llngs--- ----l Clayey-skeletal, montmorillonitic Boralfic cryoborolls Camborthlds ---- | Camborthlds Charcol---- ---- | Loamy-skeletal, mixed Crylc Pachic Paleborolls Cochetopa-- ----l Pine, montmorillonitic Argic Pachic Cryoborolls Coulterg--- ---- I Fine-Ioamy, mixed Typic Haploborolls Curecanti-- ----l Loarny-skeletal, mlxed Typic Argiborolls Cushool---- ----l Fine-Ioamy, mixed Borollic Haplargids Dahlqulst-- ---- | Loamy-skeIetaI, mixed BoroIIic Haplargids Dol,Iard---- ----l Fine, montmorillonitic (calcareous), frigid Ustic Torriorthents Dotsero---- ---- | Coarse-loamy, mixed Pachic Haploborolls Earsman---- ----l Loamy-skeIetaI, mixed (calcareous), frigid Lithic Ustic Torriorthents Ernpedrado-- ----l Pine-Ioamy, mixed Typic Argiborolls Etsoe------- ----l Loamy-skeletal, mixed Typic Paleboralfs Evanston--- ---- | Fine-J,oamy, mixed Aridlc Argiborolls FluvaquenEs ---- | FluvaquenLs Forelle---- ----l Fine-loamy, mlxed Borollic Haplargids Foraey----- ----l Loamy-skeleta1, mixed Arglc Cryoborolls Fughes----- ----l Fine, montnorlllonitlc Pachic Argiborolls Goslln----- ----l coarse-loamy, mixed (calcareous), frigid Ustic Torriorthents coEhlc----- ----l Flne, montmorillonltic Argic Cryoborolls crotte----- ----l Loamy-skele!aI, mixed (calcareous), frigid Ustic Torriorthents Gypslorthlds-------------- I Gypsiorthids Ipson------ ----l Loarny-skeletal, mixed Aridic Argiborolls Irrawaddy-- ----l Loamy-skeIetaI, carbonaEic Typic Cryoborolls Iyers------ ----l Fine, montmorillonltic (calcareous) Typic Cryorthents Jerry------ ----l Fine, montmorillonitic Argic Cryoborolls Jodero----- ----l Flne-Ioamy, mixed Cumulic Haploborolls Kilgore---- ----l Fine-loamy over sandy or sandy-skeletal, mixed Cumulic Cryaquolls Kobar------ ----l Fine, montmorillonitslc BoroIIic Camborthids Leav1ttvll1e-------------- | Fine-loamy, mixed Pachic Cryoborolls MergeI----- ----l Loamy-skeIetaI, mlxed Torriorthentic Haploborolls MiIlerlake- ----l Fine-).oamy, mixed Arglc Pachic Cryoborolls Mlne--------l Coarse-Ioarny, mixed, nonaciC Typic cryorthents Mlracle---- ---- | Fine-Ioamy, mixed Argic Cryoborol).s Moen------- ---- | Pine-Ioamy, mixed Typlc Argiborolls Monad------ ----l Fj.ne-Ioamy, mlxed Arglc cryoborolls Mord------- ----l Fine, montnorillonitj.c Boralfic Cryoborolls Morval----- ----l Fine-Ioamy, mixed Aridic Argiborolls Moyerson--- ----l Clayey, montmorillonitic (calcareous), frigid, shallow Ustic TorriorEhents MusseI----- ----l Fine-Ioamy, mixed (calcareous), frigid Ustic Torriorthents PineIll---- ----l Fine, monimorlllonitic BoroIIic Haplargids Redrob----- ----l Fine-Ioamy over sandy or sandy-skeleta], mixed (calcareous), frigid FJ.uvaquentic I HapIaquoIIs Rentsac---- ----l Loamy-skeIe!al-, mixed (calcareous), frigid Lithic Ustic TorriorLhents Roge!E----- ----l Loamy-skeIeEal, mixed Lithic CryoboroLls Showalter-- ----l C1ayey-skeIetaI, montmorillonitic Typic Argiborolls skyllck---- ----l Flne-loamy, mlxed crylc Pachic Paleborolls Sligtlng--- ----l Clayey-skeleLal, montmoril-loni!ic Cryic Pachic Paleborolls Southace--- ----l Loamy-skeIeEal, mixed (caLcareous), frigid Ustic Torriorthents Starley---- ----l Loamy-skeleEal, mixed Lithic CryoborolJ-s Starman---- ----l Loamy-skeIetaI. mixed (calcareous) Lithic Cryorthents Nelsaq, Emiltpnmsntal AVqswoflter Solutl:orl$ Ltd -E w s To: From: Date: Re: Mr. Davld Hlcks Jefi Slmonsen, SGM Englneerln , I ,/ :::JilI ]=J""1#NII gg*t UtiA and C Printirg, Inc,; 2-22-94; 1'l :43 ;303923351'l+303 945 5948;$ M-EMORAIIDUM Hlclcs/Prl nce Creek EsEtes S ubdivision Revlew of Property for On-sltg Wastewater Systems As requested, Nelson Hnvironmenhl and Wastewater Solutions, Ltd., has performed a preliminary soils study to determinE the suihbility of each of the proposed residential lots for an on-site wastewator disposal system, Gar{ield County is requiring that the means of wastewater disposal conform to regulations, and if individuat sewage systems ar€ proposed, the soils on the property ahould maet the crltarla eshblished in the Garficld County Regulations on lndividual Sewsgc Dieporal Systeme and the Colorado Department of Health Quidelinee for lndtuilual Sewage -Disposal Systeme (Revlaed 1988) as a sultable soll. The establlshed crlterla lnclude an acceptable percolation rate of between five and sixty minutes per lnch, slopes ecross the bullding envelope of less than 30%, and an absence of ground water or bedrock formations within eight feet of the sufface of the ground. The waste\,vater from each of the four new residences proposed can be dispoeed of by msans of an individuat sewage disposal system. Each lot is to be approxlmately 2 acres ln size, Thero is sufiicient area on each lot to meet all rnlnlmum setback and locatlon requirements for the placernent of the individual sewage dlsposal system. The alopE to ihe West ls moderate and less than 6%. ln general, the solls near each of the bullding envelopes should consist of a brownish loam topsoll and a clay loam subsoll overlaylng a loam substratum to a dapth of more than five feet. There are no rocks or boulders present in the soil. The percolation ratee are llkely to be moderate, and the on-site disposal of wastewater flows should ba feasible. This property is located within the soil survey mapped by the Soil Conservation Service. tt la expected that soll Upe "38", an Evanston loam, wlll predomlnate on the propErU, and C Printing' Inc, ; 2-22-94 ; 11:43 ;303923351 1+ 303 945 5948;S Prlnce Greek EsEtes Submlsslon Sewage Disposal Systam Evaluation February 17,1994 Page 2 The eoll type, mapped on the bench whEre the bullding sites are to be looatad, is expected h be a loam or clay loam, lt is derlved from the alluvlal deposltion of the mineralformations of the area. This soil hqs only moderate limitations for the lnstallation of septlc aystems, dependent on the moderate permeability and somewhat sloffer percolatlon rates. The soll ie charac'terizEd as follows: 1) Bedrock and Eroundwater are deep There are no coarte fragments over 3 inches in diameter A la,v or moderate ehrlnk-swell potential 4) Moderam[ slow permeablllV 5) ThE percantage of olay in the soll is repofied between 15 and 35 peroent We have verlfled that a conventional lndlvldual septic system can be located in areas of the property whh sultable soils. There are exlstlng residences adJacent to the property, all of which hsve conv€ntlonal sefiic systems, While the aoll on each lot should be sulhble, well-developed, and sufllciently permeable, the applicant should be aware of and prepare the further slte investigations required before permib and approvals can be lssued by Garfleld County for the construc'tlon of an individual sewage disposal system. A site speclflc percolation trest must be done on each lot to determlne the final deslgn of ths septic systems beforo beginning the construction of the resldences. ln summary, lt ls our opinion that an on-slte wastewater dlsposal aystem can be conskuc'ted on each property that conform to the Garfleld County Regulatlons on lndividuql Sewage Dlsposal Systemr. ?',) 3) Reviewed by: Meyer Engineerlng Garfield County Road & Bri.dge P. O. Box 22\4 Glenwood Springs, C0 Phone: 303*945*61 1 | Fax: 303*945*0934 King LIoyd, $upervisor PIease remit for the following permit(s)r PTRMIT (s ) #: 032.-94 A 0epar tmen t 81507. Bond Holder: ZIP; B 1 623 033-94 Today's Date: 05*23*1994 Date of Issue 05*23*94 Name:HlCKS, DAVIO Address: I 051 C0 RD 1 l 1 Utitity Cut Permits-ft-s: From: Driveway Permits-S-s: From: Ovor Size Permits-#'s: From: 0ver Wei gh t Permi t,s*#' s : F r"om : Ci. ty : Phone: CARBONDAL E 963*B 1 82 ST: $32 *94 Fax/Acjrni CO To: To: To; To: Total Utitity .00 TotaI 0riveway: 30.00 Tclt,al Over Size: .00 Total Over Weight: .00 nistrat Cheirges t #'s 0n Check o )- Check #, -- 30.00 i:r.1. *ar Put, Pernr(Yes orPai For G \ Dist.r ict : Road:Permit tl: I 1l1 033*94 D APPLICATION GARFIELD COUNTY DRIVEhI AYFOR PERMI"I Application Date 05*23*1 994 I, HICKS, DAVID (herein ca1led "Applicant"), hereby requests permission and authority from the Board of County Commissioners to construct a drive'*ray approach (es) on the right*of *way of Garf ield County Road Number 1 1 1 'adjacent to Rpplicant.'s property located on the WEST side of the road, a diitance of 1.olMI mite(s) from INT CR1ll & ST HWY 133 for the purpose of obtaining access to PRIVATE RESIDENCTS Appticant submits herewith for the consideration and approval of the Board of County Commissioners, a sketch <lf the proposed instal* lation showing all necessary specificat,ion detail including ( 1 ) front* age of lot along road, (2) distance from centerline of road to pi<lperty 1ine, ( 3 ) number of drivererays requested, ( 4 ) width of pro* poseddrive'u,ray(s)andangleofapproach,(5)distancefromdriveway to road intersectlon, if ooY, (6) size and shape of area separating driveways if more than one approach, Qnd (?) setback distance of building(s) and other structures or improvements. GENERAL PROVISIONS FIR$T: The Applicant represents all parties in interest,, dlrd aff irms that the driveu,ray approactr (es) is t,o be consLructed by him for the bona fide purpose of securing access to his property and not for the purpose of cloing business or servicing vehicles on the road right-of*way. SECOND: The Applicant shall furnish all labor and materials, Ferform alt work, dhd pay aIl costs in connection with the construction of the driveway(s) and its appurtenances on t,he right*of*way. All work shall be completed withirr 30 days of t,he Permi l, date. THIRD: Tho type of construction shall be as desi0nat,ed and/or approved by the Board of County Commissioners or Lheir reFrr<:sentative, dhd all materials used shalI be of satisfactory quality and subject, to inspec* tion anci approval of t,he Board of Courrty Commissioners or thelr repre';entat.ir.,e. FOLTRTH: The traveling f:ub1.ic shall be f:rotectecl durinq the instal- lation with proper wairring signs and signals and the Board of County Commissioneps and t.heir cir-rl-y appoi nted agenl;s and emr:loyees shall be hetcl lrarmless aqainst any action for persOnal in:rury or property darnage sustai ned by reason c,f the exercise of t hr:: Permi t.. Wi t,ness: FIFTH: The Applicant, shall assume responsibitity for the removal. or cloarance of snoh/, ice or sleet. upon any portiott of the dri.veway ap* proach(es) even though deposited on the driveway(s) in the cours€) of the County snow removal operations. SIXTT-{: In the event it becomes necessary to remove any right*of*way fence, the posts on either side of the entrance shall be securely braced before the fence is cut to prevent any slacking of the remain* inq fe nce, and all posts and wire removecl st'rall be turned over to the oistrict Road Supervisor of the Board of County Commissioners. SEVENTH: No revisions or additions shalI be made to the driveway(s) or its appurtenances on the right-of*way rrrithout the written permis* sion of the Board of County Commissioners. EIGHTHT Provisions and specifications outlined herein shall apply on all roads under the jurisdictlon of the Board of County Commissioners of Garfield County, CoIorado, and the Specifications, set forth on the attached hereof and incorporated herein as conditions hereof. SPECIAL CONNITIONS RESPONSIBLE TOR TWO YEARS FROM DATT OT COMPLETlON BUTLO ORIVES AS TAR AWAY FROM CRT$T OF HILL AS POSSIBLE GRAVEL ENTRANCE WAYS RUN*OFF NOT TO RUN ONTO COUNTY RD. In signing this application and upon receiving authorization and permission to install the driveway approach(es) described herein the Applicant siqnifies that he has read, understands and accepts the foregoing provisions and conditions and agrees to construct the drive- way (s ) in accordance wi th the accompanying specif ication plan reviev,red and approved by the Board of County Commi.ssi"oner, $i gned: Signature of Applicant) ( Addr ess ) For Board of County Comrnis:;idner-<.; ql' Garf j eld County, Colorado PI RM]1 CJRANTED THI$DAY OF 10IJ ED <+> GARTIELD COUNTY ROAD &BRIDGE DEPARTMENT (+) ROAD SURTACE AND INSTALLATION.9PICIAL PROVI$ION5 FOR EXCAVATION OF PERMIT 033*94 D PERMITTII: HICKS, DAVID SUB*CONTRACTOR;I NSPECTOR : 1 ) ANY OVTRSlZED MATERIAL ( LARGTR THAN 1O INCHTS IN DIAFlETER ), I'I{AT IS NOT UTILIZED IN BACKFT.LL WILL I3E HAULEN OFF BY PERMITTEE. FURTHER, ANY FROZEN MATERIAL WILL BE REMOVTD FROM SITE BY PERMITTEE. WHEN A PAVED SURFACE IS CUT, IT IS TO BE REPLACED Id]TH A MINIMUM oF 1 1/2" (ONt ANn ONE HALF rNCH) HOTMTX A.$PHALT, 0R A DOUBLE LAYER OF 3/4 INCH CHIP & SEAL. TO MATCH ORIGINAL ROAD MATERIAL, A TEMPORARY PATCH WITH COLD MIX ASPHATT IdOULO BE ALLOKJEO, WHICH KilOULD BT REPTACED ri/ITH HOT MIX ASPHATT OR A DOUBLE LAYER OF 3/ 4" CHIPS WHEN THE WEATHTR OR AVAILABILITY OF MATTRIATS ALLOWED THI WORK TO BE COMPLETED. AN ASPHALT CUT h/OUtD REAUIRE THE ROAD TO BE $TR,qIGFIT CUT AND SAUARED BY MEANS OF A PAVEMENT CUTTER. CHIP & SEAI SURFACE CUTS WILL BE CUT SAUARE AND THE REPLACEMENT 0VERLAY |lrvllLL BE FULL !,,rIDTH 0R HALF hIIDTH OF ROADtdAY, WHICH EVER IS REAUIRED TO INSURE AN ADEAUATT SEAL OVTR THE UNDI$TURBED PORTION OF THT ROADKJAY IN THE VICINITY OT THF. EXCAVATION. ASPHALT HOT MIX OR COLD PATCHES h'ILL BE COMPLETED IN 5 K'ORKING DAYS, I^,EATHER PERMITTING. trrHEN PO,$SIBLt ALL 1N$TALLATI0NS SHoULD AVOID THI Top EDGt OF A FILL SLOPE. ,\ 3) 4) s) I NSTAL LATlONS BURY OF 4 FEET WAtL. ] N$TAL L AT IONS WITH A MINIMUM BOTTOM OF THE T11[ PlxfiM]TT TO .St [ 1t" 0 .I ttD IN DRAINAGES $UBJTCT TO FI-ASH FLOOD]NG, hJILL HAVE A MINIMUM DEEPER THAN NORMAL FLOhI LINE AT NEAREST ABUTMENT OR IdING AT CULVE RT CRCISSI NGS !!II L L BE BURI E D BE NEATH THE CUL.VE RT $EPARATI0N 0F 1B INCHES BITt4]EEN INSTALLATION AND THr CULVERT. 5I.10I..]LO CHT"CK THE R*O*\/./ OT SURROUND]NG LAI(DO|//NER5, IR PERMITS .ARI REOUIREN, I.E" , BLi\.1, TORTST STRVICE 6) 7) B) OPEN TRINCHT$ ADJACENT TO THE TRAVELED ROADI{ilAY SHALL BE KEPT AT A MlNIMUM, ANN SHALL BE BARRICADED h,ITH I/ilARNING DEVICES AFTER DARK. IN AREA$ BEING DI.gTURBED WHERE VEGITATION IS ESI"ABI-ISHED, RESEEDING WITH A GRASS ANN CLOVER MIXTURE EITHTR BY BROADCASTING OR DR]I-LING, hJITH SEED MIXTURE$ SUITABLI TO THI CLlMATIC CONDITIONS OR EXISTING VEGTTATION W]LL BE PERTORNITN. USE ONLY CIRTIFIED IdEED*FRIE 5TED. OI-INTY If{, rA(' r^Af L/ t1 url 11]CK5, DAV]N fi{-[w (PERF'lITl'L:[) Dietrict: Road:Permit #:*94 D I 111 432 GARFIELD APPLlCATION FOR COUNTY DRIVEh,lAY PERMIT Application Date 05*23*1 994 I, HICKS, DAVID (herein call.ed "AppIicant"), hereby requests permission and authority from the Board of County Commissioners to construct a driveway approach(es) on the right*of*way of Garfield County Road Number 111 'adjacent to Applicant-s property located on the WEST side of the road, a distance of 1 MI mile(s) from INT CRlII & ST HWY 133 for the purpose of obtaininq access t.o PRIVATE RESIDENCES Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a sket,ch of the proposed instal* lation showing aIl necessary specification detail includinq ( 1 ) front* age of lot alonq road, (2) distance from centerline of road to pioperty line, (3 ) number of driveurays requested, (4) width <lf pro- poseddriveway(s)andangleofapproach,(5)distancefr.omdrivevuay to road intersecti<ln, if dfiy, (6) size and shape of area separating driveways if more than one approach, and (7) setback di:;tance of buitding(s) and other structures or improvements GENERAL PROVISIONS FIRST: The Rpplican't represents alI parties in interest, and af f i.rms that the driveway approach(es) is to be construct,ed by him for the bona fide purpose of securing access to his property and not for the pur.pose of doing business or servicing vehicles on the road right--of*way StC0ND: The Applicant shall furnish aIl. Iabor and materials, perform aII work, and pay all costs in connection with the construction of the driver^ray (s) and its appurtenances on the right*of *way. Atl work shall be cornpleted within 30 davs of the Permi t date. THIRD: The type of construction shall^ bo as designated and/or approved by the Board of County Comrnissioners or their representative, &fid all materials used slrall be of satisfactory quality and subject to inspec* tion and apixroval of the Board of Counl:y Cornmis;sioners or their representative FOt-tRTl.1: The t.r'aveling f:ubIic shall be protected dr-rring the instal- lation wi th proper r,nrarning signs and sl gnals and the Board of County Commissloners and l;heir duly appointed rigents &rrd ernployee$. shaII be lreld harml.ess against any action for fiersOnal. injury or property darnage sustained by rea'sotl of the exercitre of the Per mi.t. FIFTH: The Applicant shall assume responsibility tor the removal or clearance of snok{, ice or sleet upon any portion of the driveway ap* proach(es) even though deposited on the driveway(s) in the course of the County snotl, removal operat.ions SIXTH: In the ovent 1t becomes necessary Lo remove any right.*of *r+ay fence. the posts on either side of the entrance shall be securely braced before the fence is cut t,o prevent any slacking of the remain* ing fence, drrd all posts and wire removed shall be turned over to the District Road supervisor of the Board of county commissioners' SEVENTH: No revisions or additions shalt be made to the driveway(s) or its appurtenances on the right*of*way without the written permis* sion of the Board of County Commissioners. EIGHTH: Provisions and specifications outlined herein shall apply on att roads under the jurisdiction of the Board of County Commissionors of Garfietd County, CoIorado, and the $pecifications, set forth on the attached hereof and incorporated herein as conditions hereof. SPECIAL CONOITIONS RESPONSIBLE FOR BUILD DRIVES AS GRAVEL ENTRANCE TIdO YEARS FROM DATE OF COMPLETION FAR AWAY FROM CREST OF HlLt. A$ POSS]BLE hJAYS RUN*OFT NOT TO RUN ONTO COUNTY RD. V,/i tness : PIRMI PROVI In signing this appl permission to install the Applicant signifies that foreqoinq provisions and way(s) in accordarrce tarith and arlproved by the Boar d ication and upon receivi.ng authorization and driveway approach (es ) described lrerein the he has read, ufiderstands and accepts the conditions and aqrees to construct the drive- the accompanying specification plan revierared of County Comrnission $i gned : Siqnature of Applicant) (Address ) [elephone Number ) T GRANIED ,rrr-H--DAY oF )M1--r,sroNs, sPECrFrcArroNS, AND CONDTTTONS SUPUt.ATED , SUBJTCT TO 1'H[ For Boar d of Cioun ty Commis:;i oner e BY: Garfield County, Coloradcr SPEClFICATIOI!S 1. A driveway apr:roach is understood to be that portion of the high- way ri ght-of -way bet.ween the pavornent edqe and the property Ii-ne which is designed and used for'the interchange of treiffic between the road* \^ray pavement. and the abuttinq property. 2. ,qt any intersection, a driveway sha1.1 be restricted for a suf* ficient, distance from the intersection to preserve tho norrnal and safe movement of traffic. (1t. is recommended for rural residence entrances that a minimum intersect,ion clearance of 50 feet be provided and for rural commercial entrances a rninimurn of 100 feet lie provided. ) 3. All entrances and exits shall be so located and constructed that vehicles approachinq or using them will be abl.e to obt.ain adequate sight distance in both directions along the highway i.n order to maneuver' safely and without interfering with highway traffic. 4. The Applicant shall not be permitt,ed to erect any sign or display mater ial , ei ther f i xod or movable, orr or ex t,en di n q over an y por tion of the highway right-of*way. 5. Generally, no more than one approac;h shall be allowed any parcel or property the frontage of which is less than one hundred (100) feet. Additional entrances or exits for parcels or property having a frontage in excess of one hundred ( 1 00 ) feet shalL be permitted only after' showing of actual convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the traveled way will not encroach upon adjoining property. 1, No commercial driveway shall have a width greater than thirty (30) feet, measured at right angles to the centerline of the driveway, except as increased by permissible radii. No noncommercial driveway shall have a width greater than twenty (20) feet measured at right angles to the centerline of the driveway, except as increased by permissible radii. 8. The axis of an approach to the road may be at a riqht angle to the centerline of the highway and of any anqle between ninety (90) degrees and sixty (60) degrees but shall not be le$s t,han sixty (60) deqrees. Adjustment r,uill be made accordinq to t,he type of traffic to be served and other physical conditions" 9. The construction of parki"ng or servicing areas on the highway right.*of*way is specifir:atIy prohibited. 0ff*t,her*road parking facil* ities shor.ild be provi ded by comrnercial establishments f or customers' ve lr icl es.10. The grade of entrance and exit shall s]ope dournward and away from the road surf ace at the sarne rate as t,ho normal -.;houl der slope and f or a distance equaI to t,he width of the sh<rul der but. in no case less than twenty (20) feet from the pavement edge. Approach grades are restricted to not more l:han 1 0 percent ( 1 0% ). 11. All driver,,rays and approacheE; slrall be so constructed that they shall noL int.erfere r,rritlr the drerina0e sy'*tern o1't.he sLreet or hi8htl,/ay. The Applj.cant rrri.l"l be required to pi-'ov.i.de, at lris own expense, drain* age st.ructures ert. ent.rancos'and exits wlrich wilt i:ecr:me an integreilp,lrt of the exisl:i.nq draina.ge system. l"he dimensi.ons of alL drainoge str"uctures must be apprr:ved by Lhe Board 01'County Conrmissioners or tlrei" r represen tative pr' .i or to i n'.;ta1 Ia t i on . N0T'f: This perrniL shalt tte macle a'.uailabl.e at l:he sil;e where nnd when trrork is being done" A work sketch or drawing of the proposed driveway(s) rnust accompilni/ apf:lication, l',lo permit uri]1 be issuecl *i1fior..tt clre{winU, b}uet:r'inL, or sketch. <+> GARF I E L D COUNTY ROAD & BRI DGf DE PARTME NT ':.+> SPTCIAL PRCJVI9IOI{S FOR EXCAVATION OF ROAD SURFACE AND IN$TAI- LATION PERMIT #: I NSPECTOR : a37-*94 D 1 ) ANY OVTRS].2[D MATIRIAL ( LARGE.R THAN I$ NOT UTILIZED IN BACKFTLL IAJILL BE ANY FR0ZEN MATERIAt.. rn,ILL Bt REMOVED PERMITTEE: HlCKS, DAVIN SUB*CONTRACTOR: 1O TNCHES IN NIAMETER), THAT HALIL E D OF F BY PE RMITTE E . FURTHE R, FROTVI SITE BY PTRMITTEE. ?\IdHEN A PAVED SURFACE IS CUT, IT IS TO BE REPLACED h,IIl'H A MINIMUM oF 1 1/2" (ONt AND ONI HAtF INCH) HoTMIX A$PHALT, OR A OOUBLE LAYER oF 3/4 INCH CHIp & SEAL. TO MATCH ORIGTNAL ROAD MATIRIAL, A TEMPORARY PATCH I.dITH COLD MIX ASPHALT WOULO BE ALLOWED, WHICH WOULD BT REPLACID wITH HOT MIX ASPHALT OR A DOUBLE LAYER 0F 3/q" CHIP$ h/HEN THE '*TEATHER0R AVAILABIL.ITY OF MATERIALS ALLOI6/ED THE WORK T0 BE COMPLETED. AN ASPHAIT CUT WOULD REOUIRT THT ROAD TO BE $TRAIGHT CUT AND SAUARED BY MEANS OT A PAVEMENT CUTTER. CHIP & SEAL SURFACE CUTS h,ILL BE CUT SSUART AND THE REPLACEMENT OVERLAY KJILT BE FULL IIJIDTH OR HAL.F I,{IDTH OF ROADICAY, WH]CH EVER IS REAUIRTD TO lNSI.JRE AN ADEAUATE SEAI OVER THE UNDISTURBED PORTION OF THE ROADIdAY IN THE VICINITY OF THE EXCAVATION. ASPHALT HOT MIX OR COLD PATCHES IdILL BT COMPLETED IN 5 WORKING DAYS, K'EATHER PERMITTING" hJHEN POS.SIBLE ALL INSTALTATIONS SHOULN AVOID THE TOP EDGE OT A FILL SLOPT. INSTALLATIONS IN ORAINAGES SUBJECT TO FLASIT FLOODING, WILL HAVI A MINIMUM BURY OF 4 FEET DEEPER THAN NORMAL FLOW LINE AT NEARE$T ABUTMTNT OR hIING hJALL. IN$TALLATION$ AT CULVTRT CROSS]NG$ hJILL BE BURITD BENTATH THE CULVERT WITH A MTNIMUM SEPARATTON OF 1 B INCHES BETWEEN INSTALLATION AND lHT BOTTOM OF THT CULVERT. OPEN IRTNCHT$ ADJACENT TO THE TRAVELED ROADKJAY SHALL BE KEPT AT A MINIMUM, AND SHALL BE BARRICADED |'lJITH I./ARNING DTVICES AFTER DARK. IN AREAS BIING DISTURBED l*]l-1ERE VEGITATION IS ESTABL ISHED' RESEEUING k]ITH A GRASg AND CLOVER MIXTURI TITI{ER 8Y BROANCAST]:NG OR DRlLLING, I./,/I.TH SETD MlXTURE$ SUITABLE TO THI CLIMATIC COND]TION5 OR EXISTlNG VTGTTATION hJ].LL BE PEf?FOI-IM[0. U$[ CINtY CIERTITIED IdEID-FR[[ $E[0. THE PERMITTTE $HOLJLD CHfICK H[ R-O*K] OF $URROUNDI hIG I,. ANNOV,,NI RS RTALJIRID, I.Y:, , BLI\'1' f:ORIST .5Et]VICF^TO,5ET IT OTHTR PERNlITS A 3) 4) 5) 6) ?) 8) i:OR C; I.11 CIK$, DAV I T)(PEftMITTL"L {Ln $U.CR.". Ze Application rnust be completo where applicable. Type or print in BLACK lN K. No overstrikes or erasures unless initialed. NAME STREET CITY - mailing address GO!.ORADO D TVISION OF WATERAESOURCES 818 Clriunnlat Bldg., 1313 Shcrmrn 81., Dcnycr. Colorudo 80203 PEBMIT APPLICATION FORM II/L^ PERMIT To USE GRoUND WATER I1/IAPERMIT TO CONSTRUCT A WELL FOR: ( U AECAUN TO INSTALL A PUMP it{aep.:.cEMENr FoR No. to 5 zb1 il OTHER WATER COURT CASE NO (11 rELEpHoNENo. 363 ^ ?63 - Bt trZ (2I LOCATION OF PROPOSED WELL FOR OFFICE USE ONLY; DO NOT wRITE lN THIS COLUMN Receipt No. Basin Dist. W This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not asst re the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. ,,rjgffiy[Tf*[, APPLICATION APPROVED C ie (E.W rs PERMIT NUMBER DATE ISSUED EXPIRATION DATE BY ,,,:4. l"Q i r'.-t; @ d'.- S W ^ 4[county (^an t r B l(J .. ,l@rorq,u Swl %,section ll r,,p. Y -!, R"s. I & N, b+h ,.* rN.Sl (3} WATER{.,SE AND WELL DATA Proposed maximum pumping rate (gpm) \ Average annual amount of ground water to be appropriated (icre,feal:3 Number of acres to be irrigated: Proposed toul depth tteetf 7OO Owoert well designation GROUND WATER TO BE USED FOR: ( -l HOUSEHOLO USE ONLY - no irrigation (0)(X DoMESTTC (rt ( I TNDUSTRTAL (5) llQrrvtsrocK i2! ( ) tRRtGATtoN (61( I COMMERCIAL (4'I MUNICIPAL (B} ( I OTHER (9} DETAIL THE USE ON BACK IN (I1) (4) DRILLER Name Street Gtv (S t.lc l Aquifer ground water is to be obtained from: Telephone No.Lic. No. (ziol tD _{couNrY -23 3g 4rn,-l/-/.9n d{ :..r. . ": -..':', '..-- {-) (5) THE LOCATION OF THE-PROPOSED;,WELL ana urc*.aoir which the water will be used must.k fndigated on the diagram below- Use rhe CENTER SECTION (l section. 64b icresl for the*1ff fo.rti"-". :''(6);' w' bY,distances from sectaon lrnes- I ?q O rt. rrom ,lSuth sec. rine(no.lh o. touthl lO , O rr. rrom W.est sec. rine(ca5l o. wcttl LOT-BLOCK -FlLlNG * + I + I + I + I + I + I + I -+- trl +--t-- I++ I + -l- I LNORTHL'a, l I l_;t,+l* I +--f- I++ !j--+ +-+--f -+--+-+- i{- r M'LE.s26o FEET.-_--1'+ + +r--+---t1 +i , / ("_:2( , NORTH SEC.TlOnff tNE t . --1-- -L -r-1-r l- r=rl'l'hi;l l'l;l ! r- Hl --:.-, L 19 3L.ei---i -+-]i + --{- -I /'!zeq)++++++rtl+-+-+-{--+-, - SUBDIVISION (71 . Wiil rhis be the only well on rhis tfact? (8} PROPOSED CASING PROGRAM Plain Casing L ,nt.o- fl r,.,o I? r,. 4/z^.r.o- |0 n.ro IPB n. Perforated casing 4 //z in. rrom t Yq rt.1o ZoG ,.. in. from _ ft. to_ ft. (91 FOR REPLACEMENT WELLS sr'vedistance and direction from old well and plans forplugging it: WATER EOUTVALENTS TABLE (Rounded Feueesl An acre-(oot cove(s I acre o( land I foot deepI cubic {mt pe. *@nd (c{sl _ - - 449 galtoos per minute (gpml A family o{ 5 will require approxirutely I acre.fool of water pe( yel](.I acre-foot " . .43.560 cubic feet . . .325.900 gailons. I.OOO 99m oumped continuously for one day produce 4-42 ase-feet- The scale of the diagram is 2 inches = 1 mite Each small square represents 40 acres. ICH GROt10) Owner(sl: Legal description: (11) svstem to be used, ()' Hi-ov r No- of acres:f 3g,v of the use o{ ground water: Household use and domedic wells must indicate Vpe of disposat f+S rtvf I qcfe ;d h A l: used on this land. including wells. Used for (PurPose) -ofie Give Registration and Water Court Case Numbers. Oescription of land on n4rich used h Qtur4' qvld 'F,i7J, trio"'"+'n' I -L I i t,Q', --r- I I -+- I ..^1. isposo.t .*V si-e,ryt /\ ""7T,o. / tee. (13) THE APPLICANT(S) STATE(S) THAT THE INFORMATTON SET FORTH HEREON tS E TO THE BEST F HIS KNOWLEDGE. 5-2V- 5-27- ?1 Use additional sttects of papcr if more space is required No of acres f 3a,+ STATE OF COLOMDO OFFICE OF THE STATE ENGINEER 8f8 Cootonnial Bldg..'t313 Shorman SL. O€nvec Colorado 8o2Gl (3O3) 866-:t58t For Oflico Uso ootY OWNERS CO ftECEIVED u t 2'93 sffim'iffi FOru. SEE CHANGE IN OWNERSHIP/ADDRESS / LOCATION :', WELL PERMTT. LA/ESTOCI(TANK OR EROSION @NTROL DAM NAME(S),o aL3 - alKz TFIIS CHANGE IS FOR ONE OF THE FOLLOWNG: E!' *rr.'PERM!-TNUMBER .. t O 5 V b Ll, tr uvESTocK*ATER TANK NUMBER.....-.---....-...-. n ERosloN coNTRoL DAM NUMBER -.--......-. . DESTcNATToN F{ iq&s P-ha"e .r [e ' (Mdress) .MA'1+r*.-?-U-.t/+.s"c......!..1.....r*p......6-..... fl*.-E[r..n"ns"....-B--6- n..* El w' -.-b*' e'u' pislances rrom seclion unes ltlQ . ... Fr rrom fl *. o,lXl .. ,,n", l.bffi , Ft. rrom E =. ". Rl*- un"' LMESTOGKTANK OR EROSION CONTROL DAM LOCATION: COUNTY.---.--- Tho abore listed ornor(s) say(s) that he (lhey) o,'/n th€ struclure described herein' Th€ exising record ls being arnended for the folloaring reason(s): Rl "n"nn" in name of owner. Rl "nunn" in mairing address. I (we) have read the slatem€nts made herein, kno,r, th€ contents thereof, and state that they are true to nry {our) knowledge. leursuint io section 2+4-104 (13)(a) c.R.s.. lhe making ol false statements herein constilrrtes pequry ln the second degree and is as a class 1 misdemeanor.l Namefl-rtle (Please type or Print) Dor,d l* i.)t-s : ACCEPJCD foR A CHANGE IN QWNERSHIP AND MAILING ADDRESS State Enginer courl case No. Div. J- C".-=Z'] v"9 -jS aasin //- s-"3 Application fnust e complete where pplicable. Type orprint in BLACK lN K. No overstrikes or erasures unless initialed- :..jilL:r,.1.. :r-i t.../i | :/ i --.1. - i J \....., - :. _..,' ] ;'..ii;.1,i'..t l:i,',.*-. .c. :.*i i:''. ' PERMIT APPLICATION FORM ( IA PERMIT TO USE GROUND WATER (X I A PERMIT.rO CONSTRUCT A WELL FOR: ( IAPERMITTO TNSTALLAPUMP } REPLACEMENT FOR NO. } OTHER ,{g'mffir4AR 2 B ts;ffi-aone E$ER QESOUNCT.gtru ArCrnrein- tu tP- gfle WATER COURT CASE NO APPLICANT - mailing address NAME glgyen Cerlse ,-rra, Box {. ' .,r, C""OonOnl.u, G(St.tcl (zapt TELEpHoNE No. 96)-z6ju (2) LOCATION OF PROPOSED WELL FOR OFFICE USE ONLY: DO NOT WRITE IN THIS COLUMN Rcccipt No/ Basin (31 county '- . G.9rf 1d1<1 '/i-xa . ;i GROUND WATER TO BE USED FOR: ( I HOUSEHOLD USE ONLY - no irrigation (0)x t oorr/tesrrc (rt ( I INDUSTRTAL (51 C( t r-rvesrocK (2t ( I tRRtcATtoN (6)( I COMMERCTAL (4t ( I MUN|CIPAL (8) This well shall be used in such a way as ro causeno materaal injury to existing water rights. The issuance of the permit does not assure the applicant that no iniury will occur to another vested waterright or preclude another owner of a vested water right from seeking relief in a civil couft action. Dist. YEAR TO Proposed maximurn pumping rate (gpm) l0qpm Average annual amount of ground water to be appropriatcd (acre-feell: ,. O Numberof acrestobeirrigateo: less than l.O koposed rotal depth (teetl: ./26 Aquifer ground u.ateris to be obtained from: 0rVstal R!.ver af tuVlain i - Owner's well designation lFRttrT EXPIRATT0N DATE EXTENDED oNEAPRIL 23, I9B3 ( I OTHER (91 DETAIL THE USE ON BACK IN (1 1) (4} DRILLER ruame A llcensed drlller Jtree t City APPLICATION APPROVED PERMIT NUMEER LO5764 DATE,ISSUED EXPIRATION APR 2 3-1979 E AND L DAT AppBovED TUESUAIIT I0 qB^s ]:g7g,,: w_g}_@e Iqrlbl (rrt &S .P4E ortY rora oii .r urcr0B g5 .1CBES 1p, t{OtsE DESICIArI:T. io r] IICEES If, S€B-rztat. ,A & ,, Telephone No.Lic. No 5 -?r-COUNTY >3 j'. . + I + I + I 1- I + I+ I + -+- t{ + I I t I + I Itf I + I + I + I + II I+ ,'iiti'In,i it l iei.,ii i 6=fr s'' oiariie'il' roiow. ON'(1 seaion, 640 acresl for ths wilt location. + - -{- + (z) l=ocATEA o*n"rf lavEn_&_v{!lma Gx LOT-BLOCK -FlLlNG * -- SUBDIVISION No. of acres i5.o . Will this be the only well on this tgact? Y€6 PROPOSED CASING PROGRAM Plain Casing d.C + l- l-- 5 in. from O tt. to lOO ft. -in. from -ft.'to ft. Perforated casing in.from 100. 6.1o.I2O X. in. from ft. to ' ' .1. (91 FOR R EPLACEMENT WELLS sivedistance and direction from old well and plans for plugging it: Ara,n-ityor'silit!legytreudpnalioiiiriiri;id;iddt;;'i.fi'fi 'pcryear. I gc_re.(oot - -..43560 qlbic teet .'l';S2S.9OO ilattohs. F(Turesl l,oo0 gpm pu-mped conrinuously for ooebav &odyf. 1.42 !c(e-(e€r. ave No.ofacres: J5.0 NORTH SECTION LIN l-+- I I-+- I lK-+- -l -' I _--{-- I Legal ;ip.t:r:tiot,:? ; :g'e6,;:lb, a ii7 s"". r#t f . 41. R.88w (11)of the use of grodnd water: Household use and domestic wells must indicate type of disposal system to be us{id:fi-:- -'" . --'--'"''----*-'Hqr199ho1c'l r.rnEerr for',*€.Ehoune an<t to lrnlgnte'less t,hnn I.O acre of- sarcl'eniianQ"l.e!{n. Senage c11sposal tv111 be 6ept1c tank and leach f le1cl . (12) ffi Type or right Iart l{esa \{ater Co. used on this land. including wells. Used for (purpose) Irrliatlon Give Registration and Water Court Case Numbers. Description of land on which used Aqrlcultural (13) THE APPLICANT(S} STATE(S} THAT THE INFORMATION SET FORTH HEREON IS TRUE TO THE B-E-ST OF HIS KNOWLEDGE.1,#-'_; ^ ,r/J t (&.,'' Lzr.-t 1r) ( ,-,^n-, (c ,--,.^ S I G NA TU R E OF - AP,PL ICAN T(S]\J., ,- i- Use additional sheets of papcr if more spacc is requircd ji16[ 1600 ft. from _ vi es t-----iArt ;-/catt- sec' lin' l:'-3*'}<'-. l1- .'..:i.;r i: . Forp No. OFFTCE OF THE STATE ENGINEER EG-2S COLORADO DMISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 802o3 (303) 866-3s81 APPLICANT DAVID & CONNIE HICKS 1051 PRINCE CREEK RD CARBONDALE CO 81623 ( 303)963-8182 PERMTT TO CONSTRUCT A WELL Llc WELL PERMTT NUMBER A? 4Z/J^O DIV. 5 CNTY. 23 WD 38 DES. BASIN MD Lot: Block: Filing: Subdiv: APPROVED WELL LOCATION GARFIELD COUNTY SE 114 SW 1/4 Section 11 Twp 8 S RANGE 88 W 6th P.M. DISTANCES FROM SECTION LINES 1o5o Ft. from South Section Line 1475 Ft. from West Section Line 1) 2) ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDMONS OF APPROVAL This well shall be used in such a way as to cause no material iniury to existing water rights. The issuance of the permit does not assure the applicant tnat no injury will occur to another vested water right or preclude another owner 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 lnstallation Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump lnstallation Contractors in accordance with Rule 17. Approved pursuant to CRS g7-92-602(3)(bxll)(A) as the only well on a tract of land of +39.7 acres described as that portion of the sw 1/4 of sec. 11 and the sE 1/4 of sec. 10, all in Twp. 8 south, Rng. 88 West of the 6th P'M., Garfield County, being more particularly described on the attached exhibit'A' (HICKS PHASE 2). The use of ground water from this well is limited to fire protection, ordinary household purposes inside three (3) single family dwellings, the irrigation of not more than one (1) acre of home gardens and lawns and the watering of domestic animals. The maximum pumping rate shall not exceed 15 GPM. The return flow from the use of this well must be through an individual waste water disposal system of the non-evaporative type where the water is returned to the same stream system in which the well is located' Z) This well shall be constructed not more than 2OO feet from the location specified on this permit' zl n,_ n-- /a/2 7//) 3) 4) s) 6) APPROVED JS1 Receipt No.DArE tssuED Nl3V 0 1 lgg3 *Y'ifi[m'S C0fY V4lL{d-q- -u*- By EXPIRATION DATENOV O J i$$5 ' Ah.eric"'n tL".d Title Association commitment - I\ # 1O/73 COMMITMENT FOR TITLE INSURANCE ISSUED BY [l, FL,,2Blee4 s T rwAFtT TrTLr il'{'rr':' r'*11,"' GUARANTY COMPANY STEWART TITLE GUARANTY COMPANY, A Texas Corporation, herein called the Company, for valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed lnsured named in Schedule A, as owner or mortgageeof theestate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor; all subject to the provisions of Schedules A and B and to the Conditions and Stipu lations hereof . This Commitment shall be effective only when the identity of the proposed lnsured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of this Commitment or by subsequent endorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. This Commitment shall not be valid or binding until countersigned by an authorized officer or agent. lN WITNESS WHEREOF, the Company has caused this Commitment to be signed and sealed, to become valid when countersigned by an authorized officer or agent of the Company, all in accordance with itsBy-LawsThisCommitment iseffectiveasof the date shown in ScheduleAas"Effective Date." STE\^rAITT TITLE OI'TRANTY COMPANY irman o Cou ntersrgned by: ,?) Authorized Signatory Company .5an. !tt:. ,)! (. otttMt i City, State seriar No. C.l601- SCHEDULE A ORDER NUI.iBER: 93021387 1. EFFECTIVE DATE: May 25, 1993 at 7:45 A.M. 2. POLICY OR POLICIES TO BE ISSUED: A. AITA OWNERS POLICY PROPOSED INSURED: DAVID W. HICKS AND CONNIE F. HICKS B. ALTA LOAN POLICY PROPOSED INSURED: FLAVEN J. CERISE AND JOHN K. CERISE, AS PERSONAL REPRESENTATIVE OF THE ESTATE OF !.IILUA A. CERISE C. ALTA LOAN POLICY PROPOSED INSUREDs D. COMI'{fT}IENT NUMBER: N/A AI.{OUNT OF INSURANCE s 870,000. oo s 550,000.00 STEWART TITLE OF GLENWOOD SPRTNGS, INC. 801 COLORADO AVENUE GLENWOOD SPRTNGS, CO. 81601 (303) 94s-s434 FAX NO. (303) 945-7081 3. THE ESTATE OR INTEREST IN THE LAND DESCRIBED OR REFERRED TO IN THIS COMMITI'TENT AND COVERED HEREIN IS FEE SIMPLE AND TITLE THERETO IS AT THE ETFECTIVE DATE HEREOF VESTED IN: FLAVEN J. CERISE a/k/a FLAVIAN CERISE AND WILMA A. CERISE (DECEASED) 4. THE LAND REFERRED TO IN THIS COMMITMENT IS DESCRIBED AS FOLLOWS: SEE ATTACHED LEGAL OWNERS:s 1,852.00 I,IORTGAGEE: $ 50. O0 TAX CERT.s 30. o0 PITKIN COUNTY SEARCH FEE S 8OO.OO FEDERAL EXPRESS FEES S 28.00 Examiner: Mike/eeter jm POLI COMMITTED TO BE ISSUED HEREUNDER ARE ALTA POLTCY - (4-6-90) ICIES LOAN IGNATURE SCHEDULE A PROPERTY DESCRIPTION oRDER No: 9302138? A tract of land situate in Lots 6, 7 and 10 Section 11, and 5 Section J.4, Lot 1 and Lot 9, Section 15, and Lots of Section 10 all in Township I South, Range 88 West of Principal Meridian being more particularly described as follows: Beginning at a point whence the witness corner to the north$rest corner of said Section 14 bears S. 58 degrees 36'04" w. 869.15 feet; thence along the east line of a tract of land described in Book 519 at Page 123 of the records of the Clerk and Recorder of Garfield County, Colorado the following 9 courses: 1) S. 30 degrees l7'23" W. 137.72 feet; thence 2l S. 38 degrees 25' 59" W. 371.83 feet; thence 3) S. 09 degrees 29' 08" W. 163.04 feet; thence 4l S. O6 degrees O9'31" W. 74.87 feet; thence 5) S. 19 degrees 44' 01" W. 164.17 feet; thence 6) S. O6 degrees 49' 52" W. 262.42 feet; thence 7l S. 1O degrees 40'54" E. 81.39 feet; thence 8) S. 04 degrees 47' 35" W. 95.90 feet; thence 9) S. 89 degrees 25' 33" W. 22.44 feet; thence N. 0O degrees 09'28" W. 1.55 feet to a fence place; thence along said fence line the following courses: 414.40 feeti thence N. 76 degrees 43'41" W. 216.57 feeti thence N. 74 degrees L6'22" W. 150.79 feet; thence S. 25 degrees 05'11" W. 165.95 feet; thence S. O6 degrees 23' 45" W. 8L.76 feeti thence S. O8 degrees 02' 38" E. 46.48 feet; thence N. 85 degrees 23' 05" W. 1O3.47 feeti thence N. 03 degrees 59'34" E. 85.50 feet; thence N. 89 degrees 31'17" W. 347.46 feeti Lots 4 9 and 14 the 6th Iine as built and in N. 89 degrees 55'14" W. to the southwestthence corner thence thence 1) N. 2) N. 3) N. 4) N. thence to the center of the Crystal Riveri along said river center the foLlowing 4 courses: 14 degrees 48'49" E. 1J-'7.54 feet; thence 05 degrees 44'43" 8.2OO.65 feet; thence 06 degrees 43'41" W. 324.88 feet; thence 05 degrees 18'13" W. 94.94 feet to the west line of said Lots 9 and 14; N. O0 degrees 24'08" E. 897.97 feet along said wegt Iine to the center of said Crystal River; thence along said river center the 1) N. 11 degrees 45'02* E. 1L4.96 2) N. 29 degrees 24' 12" E. 326.48 3) N. 26 degrees 24'22" E. 158.76 leaving said fence S. 88 degrees 51'28" W. 44.53 feet of Government Lot 1 of said Section 15; N. OO degrees 15'32" E. 147.87 feet al.ong the west line of said Lot 1 following 4 courses: feet; thence feeti thence feeti thence Continued on next page SCHEDULE A PROPERTY DESCRIPTION CONTINUED oRDER NO. 93021387 PROPERTY DESCRIPTION CONTINUED 4) N. 23 degreee 04'47" 8.477.57 feet to the North line of said Lot 9; thence S. 8? degrees 30'OO" E. 107.21 feet along the north line of said Lot 9 to the boundary of a tract of tand described in Book 699 at Page 160 of said Garfield County records; thence along said boundary the following 7 courseg: 1) s. 13 degrees 07'14" w. 7.12 feet-i thence 2l S. 85 degrees 10'51" E. 63.49 feet; thence 3) s. 20 degrees 45'25" E. 48.45 feet; thence 4) S. 83 degreee 47' 37" E. 111.00 feeti thence 5) N. 07 degreea l7' 30' E. 26.83 feet; thence 5) N.39 degrees 17'36" 8.26.80 feet; thence 7) N. 56 degrees 10'52'E.22.06 feet to said north line of Lot 9; thence S. 87 degrees 3O'OO" E. 228.86 feet along gaid north line of lot 9; thence N. 00 degrees 28'45" W. 15.20 feet to a point on a fence line as deseribed in Book 549 at Page 273; thence N. 89 degrees 42'26" E. 986.80 feet along said fence described in Book 549 at Page 273 and Book 549 at Page 272; thence S. 71 degrees 3O'23" E. L76.19 feet along said fence line; thence S. 68 degrees 30'14" E.102.54 feet along a fence line described in Book 549 aE Page 274i thence S.89 degrees 46'53" E.416.99 feet along said fence line; thence S. OO degrees 33'59" E. 566.38 feet; thence S. 04 degrees 42' 01" E. 318.47 feet along the east line of a tract of Iand described in Book 530 at Page 432 of eaid Garfield County records; thence S. 88 degrees 15'12* W. 193.70 feet along the north line of tracts of land described in Book 530 at Page 435 and Book 530 at Page 433 of said Garfield County records; thence S. OO degrees 35'01" E. 430.80 feet along the west line described in Book 530 at Page 433 and the east line described in Book 568 at Page 435; thence S. 89 degrees 35'12" W. 578.32 feet along the south line described in Book 568 at Page 435; thence s. 88 degrees L2'03" w. 173.07 feet to the point of beginning. COUNTIES OF GARFIELD AND PITKIN STATE OF COLORADO ORDER NUMBER: 93021387 SCHEDULEB-SECTIONl COMMITMENT NUMBER: N/A 1. 2. REQUIRE},iENTS THE FOLLOWING ARE THE REQUIREMENTS TO BE COMPLIED WITH: ITEM (A) PAYUENT TO OR FOR THE ACCOUNT OF THE GRANTORS OR MORTGAGORS OF THE FULL CONSIDERATION FOR THE ESTATE OR INTEREST TO BE INSURED. ITEM (B) PROPER INSTRUMENT(S) CREATING THE ESTATE OR INTEREST ?O BE INSURED MUST BE EXECUTED AND DULY FILED FOR RECORD, TO WIT: Execution of Affidavit as to Debt,s and Liens, which !s attached or will be provided at closing. A survey, meeting the minimum detail standards of the ALTA/ACSM, prepared by a registered Colorado surveyor, within the last six months, must be presented to stewart Title Guaranty company, for its approval prior to the deletion of any survey exceptions from the ALTA Loan Policy to be issued hereunder or the issuance of Form 1OO on the ALTA Loan Policy. Stewart Title Guaranty reserves the right to take exception to any adverse matters as shown on said survey, or make further inquiry or requirements relative thereto. Stewart Title Guaranty further reserves the right to exclude from Form 100 coverage and adverse matters it may deem necessary. Recordation of the Deed in the County of Pitkin, from Wilmer C. Allen and Anneliese K. Allen to Flaven J. Cerise and Wilma A. Cerise, said Deed vras recorded in Garfield County November 17, 1979 in Book 519 at Page 123 as Reception No. 2901.56. Recordation of the Deed in the County of Garfield from Louis J. Nazzaro and Serena I. Nazzaro to F1aven J. Cerise and Wilma A. Cerise, dated March 26, 1981, for a tract of land in Lot 8, Section 11, Township 8 South, Range 88 West. Deed from Finley Properties, a partnership, disposing of any interest in Lot 8 Section 11", Township 8 South, Range 88 West of the 6th P.M. Iying Westerly of a certain fence line as shown on Survey prepared by Schmueser Gordon Meyer, Inc., as Job No. 92068, dated April 1993. (To be recorded in Garfield County only) NOTE: Trade Name Affidavit of Finley Propertles, a partnership, disclosing the names and addresses of aII of the parties thereto, evidencing the existence of said Company prior to its acquisition of subject property recorded February 21, L992 Ln Book 824 at Page 2Q7 as Reception No. 431844 shows the Continued on next Page 3. 4. tr CONTINUATION SHEET SCHEDULEB-SECTIONl ORDER NO: 93021387 COMMITI,iENT NUMBER: N/A following: NAI.{E ADDRESS WaIIace D. Finley 1211 Prince Creek Rd Carbondale, co A1623 l{ary Peace Finley 1211 Prince Creek Rd Carbondale, co 8L623 6. The following documents should be obtained from the Estate of lliLma A. Cerise, deceased, Probate No. _, District court in and for the County of Garfield: 1. Certified copy of Letters of Appointment of the Personal Representative, John K. Cerlse. 2. Personal Representative's Deed reciting the intestate death of the decedent and date of appointment, and noting the state documentary fee, conveying subject property to David W. Hicks and Connie F. Hicks. 3. Certified copy of Death Certificate of Vlilma A. Cerise. (TO BE RECORDED IN GARFIELD AND PITKIN COUNTIES) 7. Deed from Flaven J. Cerise a/k/a Flavian Cerise veeting fee simple title in purchaser(s). (To be recorded in Garfield and Pitkin Counties) 8. Deed of Trust from the Borrower to the Public Trustee for the use of the proposed lender to secure the loan. (To be recorded in Garfield and Pitkin Counties) NOTE: THIS COM!.IITMENT AND ANy SUBSEQUENT POLICTES AND/OR ENDORSEMENTS ARE SUBJECT TO THE APPROVAL AND/OR REQUIREMENTS OF STEWART TITLE GUARANTY, LEGAL UNDERWRITING DIVISION. STEWART TITLE RESERVES THE RIGHT TO MAKE ADDITIONAL REQUTREIIENTS AND/OR EXCEPTIONS AS THEY DEEM NECESSARY. SCHEDULEB-SECTION2 EXCEPTIONS ORDER NUMBER: 93021387 COMIi{IT},1ENT NUMBER: N/A THE POLICY OR POLICIES TO BE ISSUED WILL CONTAIN EXCEPTIONS TO THE FOLLOWING UNLESS THE SAI.{E ARE DISPOSED OF TO THE SATISFACTION OF THE COMPANY: 1. RIGHTS OR CLAI}.IS OF PARTIES IN POSSESSION NOT SHOWN BY THE PUBLIC RECORDS. 2. EASEMENTS, OR CLAIUS OF EASE},TENTS, NOT SHOWN BY THE PUBLIC RECORDS. 3. DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, SHORTAGE TN AREA, ENCROACHI'{ENTS, AND ANY FACTS WHICH A CORRECT SURVEY AND INSPECTION OF THE PREMISES WOULD DISCLOSE AND WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS. 4. ANY LIEN, OR RIGHT TO A LIEN, FOR SERVICES, LABOR OR I.{ATERIAL HERETOFORE OR HEREAFTER FURNISHED, IMPOSED BY LAW AND NOT SHOWN BY THE PUBLIC RECORDS. 5. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY, CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE PROPOSED INSURED ACQUIRES OF RECORD FOR VALUE THE ESTATE OR INTEREST OR UORTGAGE THEREON COVERED BY THIS COMMTTMENT. 5. WATER RIGHTS, CLAIMS OR TITLE TO WATER. 7. Any and all unpaid taxes and assessments and any unredeemed tax sa1es. 8. The effect of inclusions in any general or specific water conservancy, fire protection, soil conservation or other district or inclusion in any water service or street improvement area. 9. Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the premises hereby granted, as reserved in United States Patent recorded March 4, 1909 in Book 71 at Page 354 as Reception No. 36658 in the Garfield County Records. 10. Easement and right of way, which contains a right of reverter, r 3s granted to County of Garfield for road purposes as contained ' in Deed recorded January 4, 1909 in Book 69 at Page 45O as Reception No. 36357 in the Garfield County Records. Continued on next page CONTINUATION SHEET SCHEDULEB-SECTION2 ORDER NUI.iBER: 93021387 COMMITMENT NUMBER: N/A 11. Terms, conditions, restrictions, reservations, provisions, obligations, easement and right of way for water pipeline as granted to the Town of Carbondale in Instrument recorded February 11, 1954 in Book 275 at Page 181 as Reception No. 185012 in the Garfiel-d County Records. 12. Terms, conditions, restrictions, reservations, provisions, obligations, eaeement and right of way as granted to Mountain states Telephone and Telegraph Company, as contained in Instrument recorded !4arch 30, 1970 in Book 409 at Page 20 as Reception No. 245883 in the Garfield County Records. 13. Terms, condltions, restrictions, reservations, provisions and obligations as contained in Boundary Line Adjustment recorded November 14, 1986 in Book 699 at Page 157 as Reception No. 376341 in the Garfield County Records. 14. Terms, conditions, restrictions, reservatione, provisions, obligations, easement and right of way as granted to U.S. West Communications, Inc., as contained in Instrument recorded September 15, 1992 in Book 84L at Page 651 as Reception No. 438964 in the Garfield County Records. 15. This policy does not insure title to land compromising the shores or bottoms of rivers and is subject to any build up or Ioss of property along Crystal River, caused by the processes of accretion and reliction, or caused by man made changes in the flow of water or in the course of the river bank or river channel; also subject to the free and unobstructed flow of the water of said river. 15. Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the premises hereby granted, as reserved in United states Patent recorded December 14, 1898 in Book 12 at Page 498 as Reception No. 2L375, and october 10, 1923 in Book 73 at Page 176 as Reception No. 84774 of the Garfield County Records. 17. Right of way for ditches or canals constructed by the authority of the United States, as reserved in United States Patent recorded December 14, 1898 in Book 12 at Page 498 as Reception No. 2L375, and October 10, 1923 in Book 73 at Page 176 as Reception No. 84774 of the Garfield County Records. 18. Easement and right of way for underground electrical powerline purposes granted to HoIy Cross Electric Association, Inc., by Continued on next page CONTINUATION SHEET SCHEDULEB.SECTION2 ORDER NUMBERs 93021387 COI'{MITI{ENT NUMBER: N/A Daly Construction, Inc., by instrument recorded March 15, 1,971 in Book 417 at Page 547 as Reception No. 249207 of the Garfield County Records, in which specific location of the easement is not defined. 19. Easements and righte of way appurtenant to or used in connection with the domestic water Eystem aa reaerved in Deed from Garland P. Aenchbacher and Jacguelyn De Priest Aenchbacher to Daly Conetruction. Inc., recorded January 29, 1971 in Book 416 at Page 505 as Reception No. 248823 of the Garfield County Records. 20. Right of way for the County Road along the Easterly line of subject property. 21. Effect, terms and conditions of Agreement relating to water from the East Mesa Ditch between DaIy Construction, Inc., and liilmer C. Allen and Anneliese K. Allen recorded May 20, 1975 in Book 474 at Page 115 as Reception No. 267669 of the Garfield County Records. 22. Restrictions as contained in instrument recorded May 20, 1975 in Book 474 at Page 122 as Reception No. 25767L of the Garfield County Records. 23. Underground right of way easement as granted to HoIy CrosE Electric Association, Inc., by Document recorded October 8, L975 in Book 479 at Page 461 as Reception No. 269583 of the Garfield County Records, as same crosses subject property. 24. Covenants and restrictions as contained in Document recorded February 22, 1980 in Book 544 at Page 149 as Reception No. 301853 of the Garfield County Records. 25. WeIl, Water and Road Agreement between Anneliese K. Al1en and Louis J. Nazzaro and Serena I. Nazzaro recorded February 22, 1.980 in Aook 544 at Page 155 as Reception No. 301854 of the Garfield County Records. 25. Easement for Roadway and utility purposes as reserved by Anneliese K. Allen in the Deed to Louis J. Nazzaro and Serena I. Nazzaro recorded February 22, 1980 in Book 544 at Page 161 as Reception No. 301855 of the Garfield County Records. 27. Easement and right of way for the free flow of the Rockford Ditch and Ella Ditch. Continued on next page 28. CONTINUATION SHEET SCHEDULEB-SECTION2 ORDER NUMBER: 93021387 COMMIIMENT NUMBER: N/A Right of the proprietor of a vein or lode to extract and remove hig ore therefrom, should the same be found to penetrate or intersect the premises hereby granted, and right of way for ditches or canals constructed by the authority of the United States, aB reserved in United Statea Patent recorded August 25, 1953 in Book 203 at Page 429 as Reception No. LL6O72 of the Pitkin County Records. (Affects Lot 5, Section 14 and Lots 1 and 9, Section 15 ) Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the premises hereby granted, and right of way for ditches or canals constructed by the authority of the United States, as reserved in United States Patent recorded June 21, 1892 in Book 55 at Page 21 of the Pitkin County Records. (Affects Lot 4, Section 14) Existi-ng rights of way for ditch and railway purposes reserved in Deed recorded January 14, 1929 in Book 158 at Page 333 as Reception No. A4289 of the Pitkin County Records. (Affects Lot 4, Section 14, and Lot 9, Section 15) Easement and right of way for road and utility purposes as reserved in Deed recorded January 6, 1969 in Book 238 at Page 834 as Recept,ion No. 133723 of the Pitkin County Records. (Affects Lot 4, Section 14) Reservation of interest in domestic water system and the springs, pipelines, cisterns and other facilities connected therewith, as set forth in Deed recorded January 21, 1971 in Book 253 at Page 324 as Reception No. L44093 of t,he Pitkin County Records. Easement and right of way for utility purposes granted to HoIy Crosa Electric Association, Inc., recorded llarch 27, 1,974 Ln Book 285 at Page 418 as Reception No. 168307 of the Pitkin County Records. (Affects Lot 4, Section 14) Covenant that all utility lines shall be installed underground as set forth in Deed recorded June 17, 1975 in Book 299 at Page 884 as Reception No. L75617 of the Pitkin County Records. (Affects Lot 4, Section 14) Right of way easement for communication and other facilities granted to Mountain States Telephone and Telegraph Company aE set forth in inst,rument recorded March 31, 1970 in Book 247 at Continued on next page 29. 30. 31.. 33. 34. 32. 35. CONTINUATION SHEET SCHEDULEB-SECTION2 oRDER NUMBER: 93021387 CoMMITI.{ENT NUMBER: N/A Page 683 and in instrument recorded April 16, 1970 in Book 24'l at Page 992 as Reception No. l-4}l.42 of the Pitkin County Records. 36. Terms, conditions and obligations as set forth in Easement Agreement recorded May 15, 1987 in Book 536 at Page 760 as Reception No. 289045 of the Pitkin County Records. (Affects Southern portion of property) NOTE: Pursuant to Senate BilL 91-14 (C.R.S. 10-11-122) Notice ie hereby given that: a) The subject real property may be Iocated in a special taxing district; b) A certificate of taxes due listing each taxingjurisdiction may be obtained from the County Treasurer or the County Treasurer's authorized agent; c) Information regarding special dietricts and the boundaries of such districts may be obtained from the County Assessor or the County Treasurer. 1. 2. CONDITIONS AND STIPULATIONS The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instru ment. lf the proposed lnsured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. lf the proposed lnsured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. Liability of the Company under this Commitment shall be only to the named proposed lnsured and such parties included under the definition of lnsured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. ln no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and the Conditions and Stipulations and the exclusions from coverage of the form of policy or policies committed for in favor of the proposed lnsured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. Any claim of loss or damage, whether or not based on negligence, and which arises out of the status of the title to the estate or interest or the lien of the insured mortgage covered hereby or any action asserting such claim, shall be restricted to the provisions and Conditions and Stipulations of this Commitment. STE\I'AFTT TITLE GUARANTY COMPANY All notices required to be given the Company and any statement in writing required to be furnished the Company shall be addressed to it at P.O. Box 2029, Houston, Texas 77252, and identify this commitment by its printed COMMITMENT SERIAL NUM BER which appears on the bottom of the front of the first page of this commitment. 3. 4. Page 5 si'l' II}VA la,l.'[ I'l' LII G,UANANTY C()iIPANY ESTABLISHED 1893 INCORPORATED 1908 A NAME RECOGNIZED NATIONALLY AS BEING SYNONYMOUS WITH QUALITY COMMITMENT FOR TITLE INSURANCE