HomeMy WebLinkAbout1.0 Applicationf • • LAZY DIAMOND A SUBDIVISION A. Water Supply The domestic inhouse water needs of the subdivision are estimated as follows: 12 single family units @ 600 gallons/day/unit = 7,200 gpd. A community water system will be constructed to distribute domestic water to each lot. The source of supply for this system is to be the Bershenyi spring transmitted through the Hammerich Pipe Line. The Bershenyi spring is decreed as follows: Bershenyi Spring and pipe line Hammerich pipeline 7/16/47 7/19/47 0.015 cfs 0.15 cfs The spring was measured on, 24 April 1990,at a flow of 30 gallons per minute. The .015 cfs to the Bershenyi pipe line equates to 6.7 gallons per minute. The remaining 23.3 gallons per minute to the Hammerich pipe line would produce 33,552 gallons per day. The developed and constructed water system will be dedicated to the homeowners association. An augmentation plan may be required. Irrigation water will be provided to each lot through the network of ditches which have irrigated the property in the past. Water rights will be apportioned to the lots in proportion to the traditionally irrigated acerage of the lot. B. Sewage Disposal Sewage disposal will be provided through individual septic tank - leach field systems. C. The U.S.D.A. Soil Conservation Service soils maps and descriptions of the area are attached. D. There are no lakes or active streams on the site. The topography of the site will be modified slightly to accommodate drainage of roads, driveways and home sites. A site drainage plan will be submitted with the preliminary plat. It is not anticipated that the 100 year storm event on Four Mile creek will leave the creek channel west of the county road. This stream flow and the onsite 100 year event on the site will be addressed in the drainage plan. E. The site is underlain by the Dakota and Mancos formations. Surface soils contain basalt boulders and cobbles. It is not anticipated that these materials would produce radiation at hazard level. There is no knowledge of any material imported to the site which would produce a radiation hazard. F. The site configuration and proposed low density are best served by the two cul-de-sac roads. The northern road is approximately 1350 feet in length, however, it serves only 8 lots. G. It is anticipated the electricity will be provided by Holy Cross Electric, natural gas will be provided by Rocky Mountain/KNA Cable T.V. will be provided by T.C.I. of Glenwood Springs and Telephone will be provided by Mountain Bell. JEROME GAMBA & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS It1',i•uc tree 1-'IP ISIN That the I un^zorlch Pipe Lina is numbered theclaimantOf' said r)1 ��r3 lino r.)r f]1 i11��-�►���; and that address is as follows: J. HIUMW WIX elonwood springs, Colorado Maid pipe lino 13 used for clonentic ,ur thehouse, barnsrand corrals ni' thef I' roses in and about claimant, for human consumption, 1' r stock watering pw;)o8ou and for irrli_ 'do rof small yards and"arr7n>, and takes its supply of Y water from Borshenyi Spr1, in :hzrt'leld County, Colorado. Tho hcecl rate is located the`�7uthoast Corner of MotionTownshipat whence 7 .,olzth, Range 89 :lest o'" the 6th Principal t'oridian boars .youth 47'18' .}Est, 7208 IT IS ORDiiE0, ADjUDE,D ,1H0 D CliEEL) that there be allowed to .flora into sa..t1 ditch from said Llnrshn rtyi Spring for the use aforesaid id :end for the ba.:e.fi t oaf{•fir, �, t ar. L,Y entitled thereto under and by virtue or original appropriation, 0 015 of a cubic foot of water per aocond of time witil priority ;;o. the � � back relatirt; dating from cl. to an day of / 9±7 and that said priority hereby awarded is iaalO ab3o tri 77�� T7� )) ii t and l�nc,r[].d .i.tior]al, 1.i• 1�) }��ill'!�;'r`l �.}iIJ�.1 iii :Ei,< �� , &i)JlJiaji.1) AIM DECRit:I 1) b CI?-� L the total� � - Y the Court ai ouet o1., water to which said ditoh is at prosent entitled is 0,15 or ra cuble foot oP wetter ,,ger second of time, i �a _.RS1rL!ITI 5; fI!;G ;JAI) 1'I1'n Lin That the llGrahenyl Spring and Pipo Lino in numbered 359; and that the claim oto of said spring and pipe lino and their addresses are as follows: ADDRESS JOS4I'Fi Y. :i1liSiiTZTI Glenwood Springs. Colorado THlrl;.i;.i Imo: Bt:;i S'cli;,NYI Glenwood Springs, Colorado JQi;n:J'li V. I1.0SIi!rTI JT . • Glenwood Springs. Colorado itUbcrl&li A. Glenwood Sprirz m, Colorado RODERT W. Z;:aiiS11Z1flI Glenwood SI -rings. Colorado 8nid spring and t?ipo 11na is used for domestic and other bene— ficial purvvnes. The springy; io loc+:tod at a point whence the Southeast Corner of Section 10. Townohi1> 7 ;with Rr.n;;e T;9 dcst of the Sixth Principal n radian boors truth 117°151Er nt 7.0&7 feet. The water from acid Spring is carried by moans of a pipe line extending 4111.() feet in a general SoutlioaJtorly direction. IT IS OPD.;MD, ADJ1rDG.1) ,, >J j)ECPWrif.D that there be allotted to flow into said pips lint: fro„ said npring for the use aforesaid and for the benefit of the parties entitled theroto under and by virtue of ori— canal appropriation. 0.015 cubic foet of water •►er second of time with .riority Yu. 19471 and that :laid priority hereby ra►:c►rc7ed is made absolute and uncon— ditional. 5115 relating brick to a'.nd clatinF from the 16th day of July. IT 13 YIRITIlal Ci DIRZD, '.DJUDG.SD ,;r3i) 1 ZCII !ILD by the Court that the total n;nount of water to which said ss,oring and pipe line in rat present entitled is 0.015 cubic feet of mato'. :.or second of time. • • LAZY DIAMOND A SUBDIVISION LEGAL DESCRIPTION A tract of land in sections 3 and 10, T. 7 S., R. 89 W. 6PM described as follows: Beginning at a point on the east side line of the SW 1/4 of section 3 whence the center of section 3 bears N00 -33-35W 1,391.39 feet, thence N89 -58-15W 1,453.92 feet to a point on the easterly R -O -W line of Fourmile Road, thence along said easterly R -O -W line S30 -05-44W 158.03 feet, thence S07 -03-14W 200.93 feet, thence S08 -50-39W 74.88 feet, thence S10 -45-52W 90.55 feet, thence S22 -13-05W 55.88 feet, thence S24 -57-25W 377.54 feet, thence S21 -47-37W 430.43 feet, thence S22 -23-18W 99.77 feet, thence S21 -52-34W 100.35 feet, thence S20 -43-51W 91.48 feet, thence S17 -56-49W 83.39 feet, thence S17 -48-28W 73.66 feet, thence S17 -41-14W 90.59 feet, thence S17 -27-56W 79.84 feet, thence S18 -10-33W 72.08 feet, thence S17 -48-42W 99.34 feet, thence S18 -00-41W 70.35 feet, thence S17-06-1OW 73.23 feet, to the intersection with the north R -O -W line of Dry Park Road, thence along said north R -O -W line S67 -35-51E 243.35 feet, thence S78 -58-14E 142.57 feet, thence S56 -47-44E 85.30, thence S54 -29-22E 280.59 feet, thence S66 -45-16E 219.89 feet, thence S61 -00-37E 61.19 feet to a point on the east sideline of the NW 1/4 of the NW 1/4 of section 10, thence northerly along said east sideline to the northeast corner of the NW 1/4 of the NW 1/4 of section 10, thence easterly along the north line of section 10 to a point whence the N 1/4 corner of section 10 bears East 717.17 feet, thence N00 -50-00W 137.79 feet, thence N19 -33-00E 109.17 feet, thence N30 -30-00E 188.15 feet, thence N51 -38-00E 136.80 feet, thence N47 -23-00E 149.70 feet, thence N68 -59-00E 169.00 feet, thence N59 -24-00E 214.60 feet, thence N21 -02-00E 75.93, to a point on the east side line of the SW 1/4 of section 3 whence the N 1/4 corner of section 10 bears South 829.66 feet, thence northerly along the east side line of the SW 1/4 of section 3 to the point of beginning, containing 61.3 acres more or less. This description will be better defined by the section split surveys of sections 3 and 10 for preliminary plat submittal. JEROME GAMBA & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS LAND USE BREAKDOWN AXTHELM RANCH LAZY DIAMOND A SUSBDIVISION 1. Existing Zoning: ARRD Proposed Zoning: Same Total Development Area: 62 acres 3. Total number of lots proposed: 12 4. Total Number of dwelling units proposed: 12 5. Total area of non-residential floor space: none 6. Total individual dwelling units proposed for each structure: 1 7. Total number of street parking: 4 8. Total density: 12 homes Axthelm Property Adjoining Owners William M. 'Lilco James and Carolyn O'Donnell Don L. & Nanette Seaton William L. & Nancy Flood Glen E. & Ingrid T. Eash Elisabeth Parsons Willard and Janice McClintock Josef Engel Austin and Bobbie Heuschkel Marc A. and Sharon J Adler and Jerome G. and Florence Adler Greenwald Children Irrevocable Trust Agreement Number One Eugene and Glaphy A. Spear P. O. Box 1090, Glenwood Springs, CO 81602 0603 Co. Road 131, Glenwood Springs, CO 81601 c/o Sea Wake Resorts, 625 South Gulfview Blvd. Clearwater Beach, FL 33515 4339 Co. Road 117, Glenwood Springs, CO 81601 928 Cooper Avenue, Glenwood Springs, CO 81601 4355 Co. Road 117, Glenwood Springs, CO 81601 4357 Co. Road 117, Glenwood Springs, CO 81601 1125 Legray Avenue, Los Angels, CA 90042 2344 Rupert Drive, San Jose, CA 95124 525 W. 1211i, Glenwood Springs, CO 81610 5635 Shadow Lane, Bloomfield Hills, MI 48013 5649 Co. Road 117, Glenwood Springs, CO 81601 J j 1/ 16644/ 6400 \\\ ���/ X7748 J./ F :•1 \7930 723 0 N \ tiy.!0-44 r „1"i": • I f•-.0"" , . • ' • • ., •'.; '' ii....• a •,f;' .' li-,`1,, ,, 1r9T,,‘.1.0.i" ; . ..,•(#,,,,:' ..: • .-.1 - ,ii.„.,,,-, r. ; ' - ,,. • :.... .rt . "; ._. ali.; ' 1*,•',., . • 1 , 4i , , ( 4..' ,! f, A I • t --""ir.-'1"t'" ., • t - I '•• 1 ?)11•;b4,.'. Ar.,,?....t,1 ', . -,4 . . .ili'l •)11*.t:' ::1!,t.''' 'Y."' . ' . 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'N.\ ",o'',s•''i ....'., A ir,ki., , i• •.• I , it,„ .1.',71 di • Vi i,, fi..:41.\ 1 i I il • 9'..i'... •• G. ik;.:".::J-'. ril ;';:%:'''''''.A' • , i ,• . ' l'Ili41:4;11..' ''- O'''''''' l' :''P .'i:.‘. '''i 4,,,i,?; i .. • ' ',.. tii , : ,r..,., •". 'I'l;,',/ ,.,...4.',': - .; , 4 ,, 1:. 14' 1: i.17.'•..r-Vr i ••• ' 4 *Ir0:';‘! , ' • , 1 : i '' )', '.' ;..... j. 1 , ,. 't • . ql,1/4 '. . . 0 . ; I . i ' -,. . : It .' : •••• , . i . ' • • ip: .; 4 • i iir.17Nit'. :•,..,... ':.......,i.., 1 • tit‘i ' • /.??'...:',.,i'...fir- ,t1 .t.l.. .,..., : : •, • i 1 ' ' , , lik:-./411 • 4 0 ,:;.•,,. ) $1 !:,• •4_.:... ;,, I. ..:.:. • • 6/85 43--Forelle-Brownsto complex, 6 to 12 percent slopes. This map unit is on mountains and benches. Elevation is 6,500 to 7,500 feet. The average annual precipitation is 12 to 14 inches, the average annual air temperature is 40 to 44 degrees F, and the average frost -free period is 85 to 105 days. The nat vVpCnt-ivrr-i-e-ma-ml-'y'-'avvdy-g/TrLc I` Se -and- tfUfU '-v Jh- cca-t-trred--smel-1_coniEex-a. This unit is 55 percent Forelle and 30 percent Brownsto. The components of this unit are so intricately intermingled that it was not practical to map them separately at the scale used. Included in this unit are small areas of Tridell soils on knolls, Mussel and Morval soils en swales, and basalt Rock outcrop. Also included are small areas of similar soils that have soft bedrock below the depth of 40 inches. Included areas make up about 15 percent of the total acreage. The Forelle soil is deep and well drained. It formed in mixed alluvium .an4--Bee14an_mat-wr-i;a1- derived dominantly from us4canie eta - i4 -t1 -and sedimentary .and-i-gn4ows rock: Typically, the surface layer is brown loam 6 inches thick. The subsoil is light clay loam 24 inches thick. The substratum to a depth of 60 inches is loam. 41144-._aQi1 is neu.Lr&____tO &nehec, 1trittff7-s-1-ka 1 int-frcmrt o 1 Z inch e, ai►d�n�d urrn z}7`e}ic-,9,1-room hP 1 ow t ha t �3eptir.-� Permability of the Forelle soil is moderate. Available water capacity is high. Effective rooting depth is 60 inches or more. Runoff is medium, and the hazard of water erosion is moderate to high. Areas that contain volcanic ash have a high hazard of erosion. /� 7 41 113 -- The Brownsto soil is deep and well drained. It formed in alluvium derived dominantly from coarse textured calcareous sandstone and basalt. Typically, the upper part of the surface layer is light brownish gray gravelly sandy loam 4 inches thick. The lower part is light brownish gray gravelly loam 7 inches thick. The upper 19 inches of the underlying material is very gravelly sandy loam. The next 12 inches is very gravelly loamy sandy. The lower part to a depth of 60 inches is gravelly sandy loam. A thin layer of partially decomposed needles, twigs, and leaves is on the surface in many places. Permeability of. the Brownsto soil is moderate. Available water capacity is low. Effective rooting depth is 60 inches or more. Runoff is moderately rapid, and the hazard of water erosion is high. This unit is used for rangeland and wildlife habitat. The potential plant community on the Forelle soil is mainly western wheatgrass, bluebuncli wheatgrass, Indian ricegrass, Douglas rabbitbrush, and Wyoming big sagebrush. Muttongrass, streambank wheatgrass, and winterfat commonly are also present in the potential plant community. The average annual production of air-dry vegetation is about 800 pounds per acre. If the range condtion deteriorates, Wyoming big sagebrush, Douglas rabbitbrush, cheatgrass, and annual weeds increase. Management practices suitable for use on this unit are proper grazing use and a planned grazing system. 170 • • The potential plant community on the Brownsto soil is mainly needleandthread, Indian ricegrass, western wheatgrass, and Wyoming big sagebrush. Bluebunch wheatgrass, bottlebrush squirreltail, and scattered Utah juniper and pinyon pine are also present in the potential plant community. The average annual production of air-dry vegetation is about 600 pounds per acre. [f the range condition deteriorates, Wyoming big sagebrush, Douglas rabbitbrush, cheatgrass, and annual weeds increase. Management practices suitable for use on this unit are proper grazing use and a planned grazing system. If the range vegetation is seriously deteriorated, seeding is needed. The suitability of this unit for rangeland seeding is good on the Forelle soil and poor on the Brownsto soil. The main limitations for seeding are cobbles and stones on the Brownsto soil. For successful seeding, prepare a seedbed and drill the seed. On the Forelle soil, brush management improves deteriorated areas of range that are producing more woody shrubs than were present in the potential plant community. This unit is suited for homesite development. The main limitations are slope in the steeper areas and small stones in the Brownsto soil. This map unit is in capability subclass IVe, nonirrigated. The Forelle, soil is in the Rolling Loam Range site and the Brownsto soil is in the Stony Foothills Range site. 171 4/86 38 --Evanston loam, 1 to 6 percent slopes. This n+<•rp unit is on alluvial fans, terraces, and valley sides. Elevation is 6,500 to 8,000 feet. 'lire average annual precipitation is 13 to 15 inches, the average annual air temperature is 42 to 46 degrees F, and the average frost -free period is 80 to 90 days. 'i1ru-nat4ve-vVgetatioil~ts-mainly_ woedy-shrubs, •grasses, artzi-fvrbs. Included in this unit are small areas of Tridell, Uracca, and Forelle soils. Also included are small areas of soils that are similar to Evanston soil but have more stones. Included areas make up about 15 percent of the total acreage. the Evanston soil is deep and well drained. It formed in alluviun derived dominantly from materials of mixed mineralogy. Typically, the surface layer is brown loam 14 inches thick. 'lire subsoil is clay loam about 17 inches thick. The substratun is loam to a depth of 60 inches or more. Permeability of the Evanston soil is moderate. Available water capacity is high. Effective rooting depth is 60 inches or more. Runoff is s.Low, and tete hazard of water erosion is slight. Ibis unit is used mainly for rangeland. It is also used for pasture, cropland, and wildlife habitat. A few areas are also used for ltanesite developnent. The potential plant corr►nunity on this unit is mainly bluebunclr wheatgrass, western wlreatgrass, n+uttongrass, Douglas rabbitbrush, and mountain big sagebrush. Utah serviceberry, mountain snowberry, prairie junegrass, and Foss sedge coninonly are also present in the potential plant ccnanunity. 'I.he average annual production of air-dry vegetation is about 1 ,500 pounds per acre. If the range condition deteriorates, mountain big sagebrush, Douglas rabbitbrush, cl+eatgrass, and annual weeds increase. • • Management practices suitable for use on this unit are proper grazing use and a planned grazing system. On the Evanston soil, brush management improves deteriorated areas of range that are producing more woody shrubs than were present in the potential plant community. This soil responds well to fertilizer, to range seeding, and to proper grazing use. If the range vegetation is seriously deteriorated, seeding is needed. This unit is well snited to hny and pasture. It has few limitations. Seedbed preparation should be on the contour or across the slope where practical. Use of nitrogen and phosphorus fertilizer promotes good growth of forage plants. If properly managed, this unit can produce 5 tons of irrigated grass tray per acre. This unit is well suited to irrigated crops. If properly managed, this unit can produce 90 bushels of barley per acre. This unit is suited to homesite development. If this unit is used for homesite development, the main limitation is shrink -swell potential. The effect of shrink -swell can be minimized by pr.ewetting foundation areas. Population growth has resulted in increased construction homes on this unit. This map unit is in capability subclass IVe, irrigated, and IVe, nonirrigated. It is in the Deep Loam range site. • 6/85 49 --Conlin fine sandy loam, 3 to 6 percent slopes. This deep, well drained soil is on toe slopes, fans, and terraces. It formed in colluvium and alluvium derived dominantly from redbed sandstone and shale. Elevation is 6,200 and 7,500 feet. The average annual precipitation is 12 to 14 inches, the average annuat air temperature is 42 to 46 degrees F, and the average frost -free period is 85 to 105 days. Typically, the surface layer is reddish brown fine sandy loam 5 inches thick. The underlying material to a depth of 60 inches is fine sandy loam. The soil is calcareous throughout the profile. Included in this unit are small areas of Almy soils and Goslin soils that have steeper slopes. Also included are small areas of soils that are similar to this Gorlin soil but have a stony surface layer. Included areas make up about 15 percent of the total acreage. Permeability of this Goslin soil is moderately rapid. Available water capacity is moderate. Effective rooting depth is 60 inches or more. Runoff is slow, and the hazard of water erosion is slight to moderate. During brief and intense storms, runoff from adjacent uplands may cause gully erosion. This unit is used mainly for livestock grazing, hay, and pasture. It is also used for irrigated hay and pasture. 1/9 The potential plant community on this unit is mainly western wheatgrass, Indian ricegrass, bottlebrush squirreltail, winterfat, and big sagebrush. Bluebunch wheatgrass, needleandthread, and Douglas rabbitbrush are also present in the potential plant community. The average annual production of air-dry vegetation is about 800 pounds per acre. If the range condition deteriorates, big sagebrush, rubber rabbitbrush, and cheatgrass increase. Management practices suitable for use on this unit are proper grazing use and a planned grazing system. If the range vegetation is seriously deteriorated, seeding is needed. For successful seeding, prepare a seedbed and drill the seed. Brush management improves .deteriorated areas of range that are producting more woody shrubs than were present in the potential plant community. If this unit is used for irrigated hay or pasture crops, the main limitation is the hazard of erosion. Furrow, border, corrugation, and sprinkler irrigation systems are suited to this unit. Crop residue left on or near the surface helps to conserve moisture, maintain tilth, and control erosion. Proper grazing practices, weed control, and fertilizer are needed to insure maximum quality of forage. If properly managed, this unit can produce 3.5 tons of irrigated grass hay per acre. This map unit is well suited to homesite development. Areas in this unit adjacent to hillsides are occasionally effected by runoff, which may also be accompanied by movement of rock debris. Structures to divert runoff are needed if buildings and roads are constructed. This map unit is in capability subclass IVe, irrigated, and IVe, nonirrigated. It is in the Rolling Loam range site. • • /,'y /\ 6/85 94--Showalter-Horval complex, 5 to 15 percent slopes. This map unit is on alluvial fans, high terraces, and valley sides. Elevation is 7,000 to 8,500 feet. The average annual precipitation is 14 to 16 inches, the average annual air temperature is 42 to 44 degrees F, and the average frost -free period is 80 to 90 days. This unit is 45 percent Showalter very stony loam and 35 percent Norval loam. The components of this unit are so intricately intermingled that it was not practical to map them separately at the scale used. The Showalter soils occupy convex parts of the landscape and Norval soils are in more concave positions. Included in this unit are small areas of soils similar to this Norval soil which have thicker surface layers. Also included are small areas of soils similar to this Norval soil which have 30 to 40 percent cobble in the substratum. Included areas make up about 20 percent of the total acreage. The Showalter soil is deep and well drained. It formed in alluvium derived dominantly from basalt. Typically, the surface is covered with 10 to 15 percent stones, 5 percent cobble, and 5 percent gravel. The surface layer is brown very stony loam 8 inches thick. The upper 3 inches of the subsoil is very cobbly clay loam. The lower 28 inches is very cobbly clay. The substratum to a depth of 60 inches or more is very cobbly clay loam. Permeability of the Showalter soil is slow. Available water capacity is moderate. Effective rooting depth is 60 inches or more. Runoff is medium, and the hazard of water erosion is slight. zb • • ,jy_. The Morval soil is deep and well drained. It formed in alluvium derived dominantly from basalt. Typically, the surface layer is brown loam 7 inches thick. The upper 12 inches of the subsoil is clay loam. The lower 4 inches is loam. The substratum to a depth of 60 inches is loam. The soil is noncalcareous to a depth of 19 inches and calcareous below that depth. Permeability of the Morval soil is moderate. Available water capacity is moderate. Effective rooting depth is 60 inches or more. Runoff is medium, and the hazard of water erosior► is sligl►t. TI►is unit is used for hay land, cropland, range, and urban development. The unit is moderately suited to hay and cropland. The main limitations are stones on the surface, steep slopes, and slow permeability. Grasses and legumes grow well if adequate fertilizer is used. Limiting tillage for seedbed preparation and weed control reduces runoff erosion. If properly managed, this unit can produce 3 tons of irrigated grass hay or 60 bushels of barley per acre. The potential plant community on the Showalter soil is mainly bluebunch wheatgrass, western wheatgrass, prairie junegrass, Indian ricegrass, true mounl:ainmahogany, antelope bitterbrush, Saskatoon serviceberry, and big sagebrush. The average annual production of air-dry vegetation is about 900 pounds per acre. The potential plant community on the Morval soil is mainly needl.eandthread, western wheatgrass, muttongrass, prairie junegrass, and big sagebrush. The average annual production of air-dry vegetation is about 1,500 pounds per acre. • • 9Y -- If this unit is used for rangeland seeding or mechanical treatment, the main limitaiton is stones on the surface of the Showalter component. Range seeding generally is limited to broadcasting because of the stones on the surface. This unit is poorly suited to homesite development. The main limitations are shrink -swell and stones throughout the profile. This map unit is in capability subclass Vie, irrigated, and VIe, nonirrigated. The Showalter soil is in Loamy Slopes range site and the Morval soil is in Deep Loam range site. (T) 40 Z �C