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HomeMy WebLinkAbout1.0 ApplicationSUBDIVISION NAME: OWNER: • Ske ch ?Ian 411 Preliminary Plan Final Plat SUBDIVISION APPLICATION FORM Sierra Bluffs - Filing 2 Wayne Cooley x ENGINEER/PLANNER/SURVEYOR: High Country Engineering, Inc. LOCATION: Section 22 Township6 South Range 92 West WATER SOURCE: Central Water System (well source) SEWAGE DISPOSAL METHOD; Individual lot septic systems PUBLIC ACCESS VIA: County Road 331 and private access easement EXISTING ZONING: EASEMENTS: Utility Existing Ditch <. Telephone and Power TOTAL DEVELOPMENT AREA: (1) Residential Number Acres Single Famiy 4 36.435 Duplex Multi -family Mobile Home (2) Commercial (3) Industrial (4) Public/Quasi-Public (5) Open Space/Common Area TOTAL: PARKING SPACES: Residential On individual lots only Commercial Industrial On individual lots only none Floor Area Acres sq.ft. sq. ft. • • sat®i� ��iit,�}�:�,,���� v. �• 0 ® 66 eS i �:.� 0: 2063.g: °ems= . irks o,� . -- Timothy P. 4� ONN�A1.e0\\\\\1 DRAINAGE STUDY FOR SIERRA BLUFFS, FILING 2 IN GARFIELD COUNTY, COLORADO HCE JOB NO. 94088.02 April 26, 1995 Leslie Hope, E.I., Design Engineer eck, P.E., Principal Engineer 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone: 303-945-8676 • FAX: 303-945-2555 • 1 TABLE OF CONTENTS SECTION PAGE INTRODUCTION 1 HYDROLOGY 1 DRAINAGE PLAN 1 VICINITY MAP (8 1/2" X 11") DRAINAGE BASIN MAP (11" X 17") (See also 24" x 36" Grading and Drainage Plan bound with construction drawings.) APPENDIX, CALCULATIONS • 1 INTRODUCTION -1- The proposed development consists of subdividing_ 38.58 acres into 4 lots. It is located within the Dry Hollow Creek drainage, south of Interstate 70 and the Colorado River. The site generally drains to Dry Hollow Creek, which is to the north and west of the site. The site is generally composed of a plateau that steeply drops off toward Dry Hollow creek. The minor off-site storm runoff affecting the project will be generated from the adjacent naturally vegetated land to the southeast. Even though this off-site runoff is minor, it will be routed to generally follow the historic drainage ways. HYDROLOGY The hydrologic methods for this study are outlined in the Soil Conservation Service publication "Procedures for Determining Peak Flows in Colorado" (1980). Peak flows in this area will be primarily rainfall derived since the whole site is well below 8000 feet in elevation. Therefore, the storm drainage system will be more than adequate to handle spring snowmelt runoff. DRAINAGE PLAN The local drainage basins are shown on the following 1" =250' aerial topographic map. The drainage basins affecting the project have been outlined in heavy dashed lines, and the subdivision boundary lines are shown in lighter solid lines. The drainage plan for this filing, which shows the road locations, the lot lines, high and low points for the roads, and the culvert location, is shown on the 24" x 36" sheet entitled "Grading and Drainage Plan" bound with the drawings for this submittal. Calculated flows for the proposed culvert are shown in the Appendix. Calculations were completed for the 25 -year and 100 -year return frequency events. The site consists of 9 basins, as shown on the drainage basin map. The runoff from Basin I will be routed under the road by the proposed 18" CMP. • • -2- Natural drainage paths have been left essentially intact. This ensures that, in general, overland flow will follow predictable historic paths. This also decreases the amount of grading necessary for roadways and actual building areas and thus reduces the possibility of erosion. No actual detention is proposed for this development because of the relatively large lot sizes, and the diffuse flows. The increase in flow due to development, when the whole area of the development is considered, would be minor. The impervious area added would most likely be only a few percent of the total area. The diffuse flows would make routing of flows to detention areas difficult and the construction of channels and ponds would disturb more area and cause more erosion than warranted by the benefit gained. In general, erosion control should consist of disturbing as little existing vegetation as possible and, therefore, reclamation of as little area as possible. It is anticipated that areas that must be disturbed will be seeded with a grass mix recommended by the Soil Conservation Service. The floodplain of Dry Hollow Creek in this vicinity has not been formally established. The Floodplain Management Study -Colorado River Tributaries in Garfield County. Colorado, July 1986, U.S. Department of Agriculture, study did not extend upstream to this project area. N 04.2 II it liana& ICt4 II • . A lsbo - .547,5 C(c) • • • -------- •• , , r 11 / / ., .1------'% (=r•- -.-..,4.,!---7 `\4 21,/ . , 5826 !, ' \ ''', ----; ', '-• . i ( i_ 52.71 I i ..r ..,--,,- l ' • .. - , .....,..-...--_-_,. - --) .., . 1. 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') A 11 II ) SERRA BLuErs- FIL4N6-2 VICINI-TY MAP 1"---20co' 1-10E4'94o88.02. _ moi; cn cn 14/ 1 �/ c5 I // 1 ,/r. r- /J w rr l r r• , ‘.--1, 1)1 s>sjJ \II\ ` VA J • - N ,. cior_______ \\\\ �-�� �` ',.1 / %1/'ll��• • \\\\ C \\ <,( � \—\\\ ?),,O; Ao-'0 , ?,) / L, 0, ,��� / ,� \ I INS ((� (� 1 X:' tk, \\ V\\ ( 1'\ ./,\J i.,,,,,_::,: k\ ,)\ 4/647/- '.--1-/ ---.7_,;,&:::_,..\_,-,\\\:-____<)4_,„) i//7() \--------Tk \ , N 'It) 0 ) ,;-;-><- fiitlfii , co if/ 0/ // - IG/ -1 OUNTR NG/NG-LW/NG • • HIGH COUNTRY ENGINEERING, INC. 923 COOPER AVENUE GLENWOOD SPRINGS, CO 81601 (303) 945-8676 • FAX (303) 945-2555 SIERRA ')LUFF5 !FILING 2 — DRAINAGE E5A51N MAP `1/25/c15 NCE c14Oe8,O2 I 250 • • APPENDIX: CALCULATIONS Job Title : M� b rd z Job No. 17I/OAcG•�'`Z by date 14/,,A5 ck'd by date Subject page of ,basin A'a=-4.83.ae = - 00-1.(4 J. lin (per Grass T e 17 c hes of 25. rbc= 2 0 /00 yr=2`f_:. me. 0t 200c, p= 490 ca'►iK) CS t e_p -terrain) gzs = (940 5 i"In) (0,41a 9 9(0,0O7(orni 2) . 5.2 =5. ,o ........ ... o = C9%) (0 96)- (o . O o7( (34 t: -�, 4 cis . Llaccxhle lea t e/ - 2.5' use Q /8" CMP 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone: 303-945-8676 • 303-920-3669 • FAX: 303-945-2555 VOLUME 2—PROCEDURES Florida`artment of Transportation Drainage Manu B) OUTLET CHART --Flowing Full, n = 0.024 N 1 1 1 7 • 1 1 I i! 1. 1 1 . 1 1333 NI (14) 011314 3NI1 4 y9 0. 09 f NINNO3 1�1 • O O = N 0 f O N „ 0\ f - O b b N O A A Y Y I /� \N N N II 1 l 1 l 1 1 I 1 1 1 1 Y I ( 1 1 1 53NONt NI (0) 1/313111110 0N( o O O O O OOOOf 0 OO O O O 12 N O• A • N O A . 1111 1.1. 1 1 • S10 141 (0) 39811H0S10 _ M s I. b0 ♦ I1 N A O - e o ~ 0 1 1 • ~ 1 I l 0 O 1 a a 1 1 ti 1 • 1 A I n 1. .. r w 1.... i. _ N 1. t ( • - I HI Sa313W'010 O - . 1.1. NI 141130 O a 1 a31VM0113N 1 ? I n W -I p W _ CC M \ U to ▪ - \ SIO O OO O N 0.0 000 .O 02 • OO OOO O O O O OOO O O O U D O On O b A N O O O „ O 2 2 O A fr N I W J Z 1 0 31V/4 ,VuniOneiS 5d0 N) (0) 3t1VH0S10 O O 0 ♦ N 0 O b O O b 01 n \ N \ • O ♦ - Vn N N N S3HON1 NI (01 1113A100 10 a313w210 n 3 O11VON•15 625-040-208-a Page 37 of 82 Reference: USDOT, FHWA, HEC -5 (1965). 0 t Q) U a) _d 3- C-. a) 2 a) 4652 L O 0 z U L U L O L a 0) 0 0 4Z W r7'45 00O W cc C V LJ. c • V 5UN °•II II' RISING. .�, j' ' /' ' I„ _ ,4I .. i , 0I °�\ Z _, it o II - \ I „ • • I.• OITC, 5°30 /• ", -� l . 11 . , r, 1 I Sub6ta • ‘1._ _ .a� ���,,,{{{111t . • ---;•--,). IN„�1 '. _-.'- I I. 2 I — r ii `I \ 11 y ,,,,ss) n „/ / , ' s I �\ ‘14..),,f Weitz ��/„ II a /� -- ; ,rll rT II II II II 1\15Ip 11 II ptTCH '14 .." fif a o 5 00 /' ;-----____----...7.2�� 6r 71 -- v --I r, '' '._. 11558A . 58o 5826 ' J - J • ��_ 2-3-''1 /� � /i'l 1/ • v /r I 7U N \ IT =.n 3 --> " • -lay )1,( CC I �- 77 HIGH COUNTRY ENGINEERING, INC. 923 COOPER AVENUE GLENWOOD SPRINGS, CO 81601 (303) 945-8676 • FAX (303) 945-2555 ,I tt r SIERRA BWFs-s- FIS -1N62 VICINIV`/ MAP i "=Zorn' HCE q C83.02 HIGH COUNTRY ENGINEERING, INC. 923 COOPER AVENUE GLENWOOD SPRINGS, CO 81601 (303) 945-8676 • FAX (303) 945-2555 SIERRA CUFFS- F LNG 2 SOLS SURVEY - uS OeP+ oar kgnculture ; w.5-Ic o I"•=2000' HCE qz4oBta.b1 4/27/g5 32 • 55—Potts loam, 3 to 6 percent slopes. This deep, well drained, moderately sioping soil is on mesas, bench- es, and sides of valleys. Elevation ranges from 5,000 to 7,000 feet. This soil formed in alluvium derived from sandstone, shale, or basalt. The average annual precipi- tation is about 14 inches, the average annual air tem- perature is about 46 degrees F, and the average frost - free period is about 120 days. Typically, the surface layer is brown loam about 4 inches thick. The subsoil is reddish brown clay loam about 24 inches thick. The substratum is pinkish white loam to a depth of 60 inches. Included with this soil in mapping are small areas of Olney, Kim, and Ildefonso soils that have slopes of 3 to 6 percent. These areas make up 10 to 15 percent of the map unit. Permeability is moderate, and available water capacity is high. Effective rooting depth is 60 inches or more. Surface runoff is slow, and the erosion hazard is moder- ate. This soil is used mainly for irrigated crops and hay and for dryland farming (fig. 10). Alfalfa, small grains, and grass -legume hay are grown. Small areas are used for grazing. These soils are usually irrigated by flooding. Drop structures in irrigation ditches, grassed waterways, and minimum tillage prevent serious erosion. Irrigation water should be carefully managed to avoid piping and erosion. Cover crops or stubble mulching also help to limit ero- sion in dryfarmed areas. The native vegetation on this soil is mainly wheat - grass, needleandthread, and sagebrush. When range condition deteriorates, forbs and shrubs increase. When the range is in poor condition. undesira- ble weeds and annual plants are numerous. Properly managing grazing maintains and improves range condi- tion. Reducing brush imprcves the range. Seeding im- proves range in poor condition. Crested wneatgrass. western wheatgrass, and Russian wildrye are suitable for seeding. Preparing a seedbed and drilling the seed are good practices. Pheasant, mourning dove, cottontail rabbit, some mule deer, and squirrel find habitat on this soil. Community development and recreation are limited by low strength and the shrink -swell potential. Dwellings and roads can be designed to overcome these limita- tions. Community sewage systems will be needed if the population density increases. This soil is in capability subclasses IIIe, irrigated, and !Ve, nonirrigated. 56—Potts loam, 6 to 12 percent slopes. This deep, well drained, moderately sloping to rolling soil is on mesas, benches, and sides of valleys. Elevation ranges from 5,000 to 7,000 feet. This soil formed in alluvium derived from sandstone, shale, or basalt. The average annual precipitation is about 14 inches, the average • SOIL SURVEY annual air temperature is about 46 degrees F, and the average frost -free period is about 120 days. Typically, the surface layer is brown loam about 4 inches thick. The subsoil is reddish brown clay loam about 24 inches thick. The substratum is pinkish white loam to a depth of 60 inches. Included with this soil in mapping are small areas of Kim, Olney, and Ildefonso soils that have slopes of 6 to 12 percent. These areas make up 10 to 15 percent of the map unit. Permeability is moderate, and available water capacity is high. Effective rooting depth is 60 inches or more. Surface runoff is medium, and the erosion hazard is severe. Thi soli is sed f somesdrylandU farming (fig.or10 . Wheatwildlife byaalndt oats are grown. Minimum contour tillage anc stubble mulching Help to prevent excessive erosion. The native vegetation on this soil is mainiy wheat - grass, needleandthread. and sagebrusn. When range condition deteriorates, fortis and shrubs increase. When the range is in poor condition, undesira- ble weeds and annual plants are numerous. Properly managing grazing improves and maintains range condi- tion. Reducing brush improves range. Seeding improves range in poor condition. Crested wheatgrass, western wheatgrass, and Russian wildrye are suitable for seed- ing. Preparing a seedbed and drilling the seed are good practices. Community development and recreation are limited by 'ow strength, shrink -swell potential, and slope. Dwellings and roads can be designed to overcome these limita- tions. Community sewage systems will be heeded if the copulation density increases. This soil is in capability subclass IVe. irrigated and nonirrigated. 57—Potts-Ildefonso complex, 3 to 12 percent slopes. These gently sloping to rolling soils are on mesas and sides of valleys. Elevation ranges from 5,000 to 6,500 feet. The Potts soil formed in alluvium derived from sandstone, shale, or basalt. The Ildefonso soil formed in very strongly calcareous, basaltic alluvium and small amounts of eolian material. The average annual precipitation is about 14 inches. the average annual air temperature is about 46 degrees F, and the average frost -free period is about 120 days. The Potts soil makes up about 60 percent of the map unit, and the Ildefonso soils makes up about 30 percent. The Potts soil is on slightly concave positions, and the Ildefonso soil is on the breaks of steeper slopes. The Potts soil is deep and well drained. Typically, the surface layer is brown loam about 4 inches thick. The subsoil is reddish brown clay loam about 24 inches thick. The substratum is pinkish white loam that extends to a depth of 60 inches. RIFLE AREA, COLORADO 37 66—Torriorthents-Camborthids-Rock outcrop com- plex, steep. This broadly defined unit consists of ex- posed sandstone and shale bedrock, loose stones, and soils that are shallow to deep over sandstone and shale bedrock and stony basaltic alluvium. This complex occurs throughout the survey area. The soils and out- crops are moderately steep to very steep. Slope ranges from 15 to 70 percent. Torriorthents make up about 45 percent of the com- plex, Camborthids make up 20 percent, and Rock out- crop makes up 15 percent. The Torriorthents are on foothills and mountainsides below Rock outcrop. The moderately steep Camborthids are on lower toe slopes and concave open areas on foothills and mountainsides. Torriorthents are shallow to moderately deep. They are generally clayey to loamy and contain variable amounts of gravel, cobbles, and stones. The surface is normally covered with stones weathered from the higher - lying Rock outcrop. South of the Colorado River, basaltic stones and cobbles are on the surface. Camborthids are shallow to deep. They are generally clayey to loamy and have slightly more clay in the sub- soil than in the surface layer. The surface layer is light colored. The profile is normally free of stones, but scat- tered basalt stones, cobbles, and sandstone fragments are on the surface. The Rock outcrop is mainly Mesa Verde sandstone and Wasatch shale. Some areas are covered with basal- tic boulders and stones. Small areas of limestone out- crops and exposed gypsum are in the eastern part of the survey area. Included in mapping are small. isolated areas of Ilde- fonso, Lazear, Ansari, Begay, Heldt, and Dollard soils. These intermittent areas make up 10 to 20 percent of this map unit. This complex is used for grazing, wildlife habitat, and recreation. The stones on the surface and the steep slopes make this complex unsuitable for crops. Some areas can be reseeded to pasture by broadcast seeding. Other plant- ing methods are made difficult by the stones and slopes. The native vegetation includes wheatgrasses, blue - grasses, Indian ricegrass, needlegrasses, bitterbrush, mountainmahogany, sagebrush, and an overstory of pinyon and juniper. The value of grazing is fair. The vegetation should be managed to maintain wood production and limited graz- ing. Selectively thinning the pinyon and juniper improves grazing and provides firewood and posts. Steep slopes, moderate to severe erosion hazard, and slow regrowth of trees affect harvesting and management. Most of this complex is a prime wintering area for deer. Rabbits, coyote, and a few elk also find food and cover on this complex. Building is limited by steep slopes and stoniness. These limitations can be overcome by appropriate design and construction. This complex is in capability subclass Vile, nonirrigat- ed. 67—Torriorthents-Rock outcrop complex, steep. This broadly defined unit consists of exposed sandstone and shale bedrock and stony soils that are shallow to moderately deep over sandstone and shale and stony basaltic alluvium. Areas of this complex occur throughout the survey area. The soils and outcrops are moderately steep to very steep. Slope ranges from 15 to 70 percent. Torriorthents make up about 60 percent of this com- plex, and Rock outcrop makes up 25 percent. The Tor- riorthents are on foothills and mountainsides below the Rock outcrop. Torriorthents are generally clayey to loamy and con- tain variable amounts of gravel, cobbles, and stones. The surface is normally covered with stones weathered from the higher -lying Rock outcrop. South of the Colora- do River, stones and cobbles of basalt are on the sur- face. The Rock outcrop is mainly Mesa Verde sandstone and Wasatch shale. Some areas are covered with basal- tic boulders and stones. Small areas of limestone out- crops and exposed gypsum are in the eastern part of the survey area. Included in mapping are small isolated areas of Ilde- fonso, Lazear, Ansari, Gaynor, Tridell, and Nihill soils. These intermittent areas make up 10 to 15 percent of this map unit. This complex is used for limited grazing, wildlife habi- tat, and recreation. Because of the stones on the surface, the Rock out- crop, and the steep slope, this complex is unsuited to crops. The native vegetation includes wheatgrass, bluegrass, Indian ricegrass. needlegrass, bitterbrush, sagebrush, mountainmahogany and an overstory of pinyon and juni- per. The vegetation should be managed to maintain wood production and limited grazing. Selectively thinning the pinyon and juniper improves grazing and provides fire- wood and posts. Steep slopes, moderate to severe ero- sion hazard, and slow regrowth of trees affect harvesting and management. Most of this complex is a prime wintering area for deer. Rabbits, coyote, and a few elk also find food and cover on this complex. Community development is limited by the Rock out- crop, steep slopes, and stoniness. These limitations can be overcome by appropriate design and construction. This complex is in capability subclass Vile, nonirrigat- ed. 68—Vale silt loam, 3 to 6 percent slopes. This deep, well drained, gently sloping soil is on mesas, terraces, and alluvial fans. Elevation ranges from 5,000 to 7,200 feet. This soil formed in calcareous eolian material. The • RIFLE AREA, COLORADO C1-12 to 30 inches; very pale brown (10YR 7/3) very stony sandy loam, brown (10YR 5/3) moist; weak fine subangular blocky structure; slightly hard, very friable; 45 percent large stones; calcareous; moder- ately alkaline; gradual wavy boundary. C2ca-30 to 60 inches; very pale brown (10YR 8/3) very stony sandy loam, pale brown (10YR 6/3) moist; massive; slightly hard, friable; 45 percent large stones; visible secondary calcium carbonate as fine seams and soft concretions; calcareous; moderately alkaline. Depth to the Cca horizon is 15 to 30 inches. Content of rock fragments ranges from 35 to 55 percent. The mollic epipedon ranges from 8 to 16 inches in thickness. The A horizon has hue of 10YR or 7.5YR, value of 3 or 4 dry and 2 or 3 moist, and chroma of 2 or 3. The AC horizon has hue of 10YR or 7.5YR, value of 4 or 5 dry and 3 or 4 moist, and chroma of 2 to 4. The C horizon has hue of 10YR or 7.5YR and has more than 15 per- cent calcium carbonate equivalent. *Potts series The Potts series consists of deep, well drained soils that formed in alluvium derived from sandstone, shale, or basalt. Potts soils are on moderately sloping mesas, benches, and valley sides. Slopes are 1 to 12 percent. The average annual precipitation is about 14 inches, and the average annual air temperature is about 45 degrees F. Potts soils are similar to Olney soils. Olney soils have more than 35 percent fine and coarser sand in the con- trol section. Typical pedon of Potts loam, 3 to 6 percent slopes, 1,300 feet north and 1,300 feet west of the southwest corner of section 3, T. 7 S., R. 92 W.: A1-0 to 4 inches; brown (7.5YR 5/4) loam, dark brown (7.5YR 3/2) moist; weak medium platy structure parting to moderate fine granular; slightly hard, fri- able; mildly alkaline; clear smooth boundary. B1-4 to 11 inches; reddish brown (5YR 5/4) heavy loam, dark reddish brown (5YR 3/4) moist; weak medium prismatic structure parting to moderate fine subangular blocky; hard, firm, slightly sticky and non- plastic; mildly alkaline; clear smooth boundary. B2t-11 to 20 inches; reddish brown (5YR 5/4) light clay loam, reddish brown (5YR 4/3) moist; moderate medium subangular blocky structure parting to mod- erate fine subangular blocky; very hard, firm, slightly sticky and slightly plastic; calcareous; moderately al- kaline; gradual smooth boundary. B3ca-20 to 28 inches; reddish brown (5YR 5/4) light clay loam, reddish brown (5YR 4/4) moist; weak medium subangular blocky structure parting to mod- erate fine subangular blocky; hard, firm, slightly • 67 sticky and nonplastic; common fine round lime con- cretions; calcareous; strongly alkaline; clear smooth boundary. Cca-28 to 60 inches; pinkish white (5YR 8/2) loam, light reddish brown (5YR 6/4) moist; massive; hard, firm; visible disseminated calcium carbonate; calcar- eous; strongly alkaline. Depth to calcareous material ranges from 9 to 18 inches. In many places, the lower part of the C horizon has 10 to 15 percent gravel and cobbles. These frag- ments increase in quantity with depth. The A horizon has hue of 7.5YR or 5YR, value of 5 or 6 dry and 3 or 4 moist, and chroma of 2 to 4. The B horizon has hue of 5YR or 2.5YR, value of 5 or 6 dry and 4 or 5 moist, and chroma of 3 to 5. Rhone series The Rhone series consists of deep, well drained soils that formed in residuum from sandstone and marlstone. Rhone soils are on mountainsides and ridges. Slopes are 5 to 70 percent. The average annual precipitation is about 20 inches, and the average annual air temperature is about 40 degrees F. Rhone soils are similar to Silas, Northwater, and Para- chute soils. Silas soils contain 0 to 15 percent rock fragments throughout. Parachute soils have lithic contact at a depth of 20 to 40 inches. Northwater soils have an argillic horizon. Typical pedon of Rhone loam, 5 to 30 percent slopes, about 300 feet south and 200 feet east of the northwest corner of section 13, T. 5 S., R. 96 W.: A11-0 to 8 inches; brown (10YR 4/3) loam, very dark grayish brown (10YR 3/2) moist; weak fine granular structure; soft, very friable, slightly sticky and slightly plastic; many fine and very fine roots; neutral; clear wavy boundary. Al2-8 to 15 inches; brown (7.5YR 5/2) sandy clay loam, dark brown (7.5YR 3/2) moist; moderate medium subangular blocky structure parting to mod- erate fine subangular blocky; slightly hard, friable, slightly sticky and slightly plastic; neutral; clear wavy boundary. A13-15 to 28 inches; brown (7.5YR 5/2) sandy clay loam, dark brown (7.5YR 3/2) moist; moderate medium subangular blocky structure parting to weak fine subangular blocky; slightly hard, friable, slightly sticky and slightly plastic; neutral; clear wavy bound- ary. IIC-28 to 52 inches; brown (7.5YR 5/4) very channery sandy clay loam, dark brown (7.5YR 4/2) moist; massive; slightly hard, friable, slightly sticky and slightly plastic; 40 percent channery fragments; neu- tral; abrupt wavy boundary. R-52 inches; fractured sandstone bedrock. • • RIFLE AREA, COLORADO 101 TABLE 6. --RANGELAND PRODUCTIVITY AND CHARACTERISTIC PLANT COMMUNITIES --Continued Total production Soil name and Range site name ; ; ; Characteristic vegetation ;Compo— map symbol ;Kind of year ; Dry ; sition 45*: Morval 46, 147 Nihill 49, 50, 51 Olney 52 Parachute 53*: Deep Loam Rolling Loam ;Rolling Loam Brushy Loam ;weight ;Lb/acre; Pct ;Favorable 1,800 ;Western wheatgrass 20 ;Normal 1,500 ;Needleandthread 15 ;Unfavorable 700 ;Big sagebrush 10 ; ;Bluebunch wheatgrass 10 ; ;Utah serviceberry 5 ;Favorable 1,000 ;Western wheatgrass 20 ;Normal ; 800 ;Bluebunch wheatgrass 15 ;Unfavorable ; 500 ;Big sagebrush 15 : ; ;Needleandthread 10 ; ; ;Indian ricegrass 10 ;Low rabbitbrush 5 Favorable ; 1,000 ;Western wheatgrass 20 Normal ; 800 ;Bluebunch wheatgrass 15 Unfavorable ; 500 ;Big sagebrush 15 ;Needleandthread 10 ;Indian ricegrass 10 ;Rabbitbrush 5 ;Favorable ; 3,000 ;Utah serviceberry 15 ;Normal ; 2,000 ;Gambel oak 15 ;Unfavorable : 1,500 ;Elk sedge 10 : ; ;Mountain brome 10 ;Columbia needlegrass 5 :Letterman needlegrass 5 ;Idaho fescue 5 ;Mountain snowberry 5 l ;Big sagebrush 5 I i Parachute Mountain Loam ;Favorable 1,800 ;Letterman needlegrass 15 ;Normal 1,500 ;Columbia needlegrass 10 ;Unfavorable ; 1,200 ;Elk sedge 10 ; ;Big sagebrush 10 ; ;Idaho fescue 5 : Bluebunch wheatgrass 5 ; Big bluegrass 5 Utah serviceberry 5 ,Mountain snowberry 5 ;Douglas rabbitbrush 5 ; Rhone ;Mountain Loam ;Favorable 1,800 ;Letterman needlegrass 15 : ;Normal 1,500 ;Columbia needlegrass 10 ; ;Unfavorable 1,200 ;Big sagebrush 10 ; ;Elk sedge 10 : ;Bluebunch wheatgrass 5 ;Idaho fescue 5 ;Big bluegrass 5 ;Utah serviceberry 5 ;Mountain snowberry 5 ;Douglas rabbitbrush 5 ; *54, 55, 56 ;Rolling Loam ;Favorable 1,000 ;Western wheatgrass 25 +++��\ Potts ;Normal 800 ;Needleandthread 15 Unfavorable 500 ;Bluebunch wheatgrass 15 ;Big sagebrush 10 ;Indian ricegrass 10 ;Low rabbitbrush 5 } ;Squirreltail 5 I 57*, 58*, 59*: ; ; ; Potts ;Rolling Loam ;Favorable 1,000 ;Western wheatgrass 25 ; ;Normal 800 ;Needleandthread 15 ; ;Unfavorable 500 ;Bluebunch wheatgrass 10 ; ; ;Big sagebrush 10 ; ; ;Indian ricegrass 10 ; ; ; ;Low rabbitbrush 5 ; ; ; ;Squirreltail 5 See footnote at end of table. 106 • • TABLE 7. --BUILDING SITE DEVELOPMENT --Continued SOIL SURVEY Soil name and ; Shallow map symbol ; excavations Dwellings without basements Dwellings with basements 143 Limon 144 Morval 45■: Morval Tridell 46 Nihill 147 Nihill 48 Northwater 449 Olney 50 Olney 51 Olney 52 Parachute 53*: Parachute Moderate: too clayey. ;Slight :Moderate: slope. ;Severe: slope, large stones. :Severe: cutbanks cave. :Severe: I slope, cutbanks cave. ;Severe: : slope. Slight Slight ;Moderate: : slope. :Severe: : slope, : depth to rock. Severe: slope, depth to rock. Severe: shrink -swell. Moderate: shrink -swell. Small commercial buildings ;Severe: :Severe: ; shrink -swell. ; shrink -swell. 1 I :Moderate: :Moderate: ; shrink -swell. ; slope, ; shrink -swell. ;Severe: ; slope. Moderate: :Moderate: shrink -swell, I shrink -swell, slope. I slope. ; ; Severe: :Severe: slope, : slope, large stones. ; large stones. Slight :Slight Slight I ; ; ; Severe: :Severe: :Severe: slope. ; slope. ; slope. II I I I, 1 I Severe: :Severe: :Severe: slope. ' slope. ; slope. Slight Slight ;Slight I ; Slight :Slight :Slight : ; Moderate: :Moderate: :Severe: slope. i slope. : slope. 1 I Severe: :Severe: :Severe: slope. : slope, ; slope. ; depth to rock. : , I I I : Severe: :Severe: :Severe: slope. ; slope, ; slope. ; depth to rock. . I ;Moderate: :Severe: : slope, : slope. ; depth to rock, , 1 shrink -swell. ; ; ; :Slight :Slight Severe: slope, large stones. Rhone ;Moderate: Moderate: ; slope, slope, L depth to rock. shrink -swell. 54 ;Slight 'Slight Potts I ; 55 ;Slight 'Slight ;Slight ;Moderate: Potts 1 ; ; slope. ; : 56 ;Moderate: Moderate:':Moderate: :Severe: Potts ; slope. ' slope. ; slope. : slope. 1 1 57*: ; I I Potts ;SlightSli ht g :Slight ,Moderate: ; ; slope. ; ; Ildefonso ;Severe: 'Severe: :Severe: :Severe: large stones. ' large stones. 1 large stones. ; slope, .I : large stones. I I See footnote at end of table. Local roads and streets Severe: low strength, shrink -swell. ;Moderate: : low strength, : shrink -swell, ; frost action. ;Moderate: ; low strength, ; shrink -swell, slope. :Severe: : slope, large stones. ;Slight. :Severe: I slope. ;Severe: ; slope. ;Slight. ;Slight. ;Moderate: I slope. :Severe: ; slope. :Severe: : slope. Moderate: slope, ; frost action, I shrink -swell. ;Slight. ;Slight. Moderate: slope. Slight. :Severe: large stones. 1 FLE AREA, COLORADO TABLE 7. --BUILDING SITE DEVELOPMENT --Continued 107 Soil name and map symbol Shallow excavations Dwellings without basements Dwellings with basements Small commercial buildings Local roads and streets ;*, 59*: Botts ldefonso ), 61 thone tock outcrop. Torriorthents. Severe: ;Severe: slope. ; slope. Severe: slope, large stones. Severe: slope. 3 ,Moderate: 3ilas ; floods. y ,Severe: :'anna slope. Torrifluvents 5*: Torriorthents. :;amborthids. Rock outcrop. 7*: Torriorthents. Rock outcrop. 8 Vale ;Slight 9 ;Moderate: Vale ; slope. 0 ;Severe: Vale ; slope. '1*: Villa Grove ;Severe: ; slope. Zoltay ;Severe: ; slope. 72 ;Severe: Wann ; wetness. Severe: slope, large stones. Severe: slope. Severe: floods. ;Severe: ; slope. Slight Severe: slope. Severe: slope, large stones. :Severe: slope. ;Severe: ;Severe: slope. ; slope. I ; ;Severe: ;Severe: ; slope, ; slope, ; large stones. ; large stones. ;Severe: ;Severe: ; slope. ; slope. I I , I ,Severe: ,Severe: ;Severe: ; floods. ; floods. ; floods. ; ,Severe: ,Severe: Severe: ; slope. ; slope. : slope, low strength. Moderate: slope. Severe: slope. Severe: slope. Severe: slope, shrink -swell. Severe: floods. ;Slight ;Moderate: ; slope. ;Severe: slope. Severe: slope. ;Moderate: slope. ;Severe: slope. Moderate: low strength. Moderate: slope, low strength. ,Severe: :Severe: ; slope. ; slope. ; I ;Severe: ;Severe: 1 slope. 1 slope, ; low strength. Severe: ;Severe: ;Severe: slope, ; slope, slope, shrink -swell. ; shrink -swell. low strength, shrink -swell. Severe: :Severe: floods, ; floods. wetness. ;Severe: ; floods, frost action. * See description of the map unit for composition and behavior characteristics of the map unit. 112 • • TABLE 8. --SANITARY FACILITIES --Continued SOIL SURVEY Soil name and map symbol Septic tank absorption fields Sewage lagoon 1 Trench areas ; sanitary landfill Area sanitary landfill Daily cover for landfill 54, 55 ;Moderate: Potts ; percs slowly. 56 ;Moderate: Potts : slope, percs slowly. 57*: Potts :Moderate: percs slowly. Ildefonso :Severe: : slope, : large stones. 58*: Potts :Severe: slope. Ildefonso Severe: slope, large stones. 59*: Potts Ildefonso 60 Rhone 61 Rhone 62*: Rock outcrop. Torriorthents. 63 Silas 64 Tanna 65*. Torrifluvents ;Severe: : slope. :Severe: : slope, large stones. Severe: : depth to rock, : slope. Moderate: slope, seepage. Severe: slope. Severe: slope. Severe: slope, seepage. Severe: slope. Severe: slope, seepage. Severe: slope. Severe: slope, seepage. Severe: slope. ;Slight ;Slight 1 ;Slight ;Slight ;Severe: 1 large stones. ;Moderate: slope. :Severe: large stones, seepage. ;Severe: slope. :Severe: slope, : large stones, ; seepage. :Severe: depth to 'Severe: slope, depth to Moderate: slope. Slight Moderate: slope. Severe: slope. Severe: slope, : seepage. Severe: : slope. :Severe: ; slope, : seepage. ; :Severe: rock. ; slope. :Severe: : slope. rock. : Good. ;Fair: I slope. ;Good. i ;Poor: large stones. : ;Poor: I slope. :Poor: 1 slope, ; Targe stones. :Poor: slope. Poor: slope, : large stones. ;Poor: slope. ;Severe: Severe: Poor: : depth to rock, slope. slope. ; slope. . : . ;Severe: Severe: :Severe: ;Severe: :Good. ; floods floods. : floods. : floods. . ;Severe: Severe: :Severe: :Severe: :Poor: depth to rock, depth to rock, ; depth to rock, : slope. ; slope, percs slowly, slope. slope. . ; thin layer, slope. 1 : area reclaim. : I i *6611: Torriorthents. Camborthids. Rock outcrop. 67*: Torriorthents. Rock outcrop. See footnote at end of table. 118 • TABLE 9. --CONSTRUCTION MATERIALS --Continued SOIL SURV Soil name and map symbol Roadfill Sand Gravel 1 i 54, 55 Fair: Unsuited ;Unsuited Potts low strength. ; ' 56 Fair: :Unsuited ;Unsuited Potts low strength. : ' ' ' 57*:1 Potts Fair: ,Unsuited ;Unsuited , low strength. . ' Ildefonso ;Poor: ;Unsuited ;Unsuited ; large stones. : '• 58*: ' Potts ;Fair: :Unsuited ;Unsuited slope, low strength. Ildefonso ;Poor: Unsuited ;Unsuited : large stones. ' 59*: ' Potts :Poor: Unsuited ;Unsuited ; slope. ' Ildefonso :Poor: Unsuited ;Unsuited I slope, : large stones. . ; 60 ;Fair: ;Unsuited ;Unsuited Rhone I slope, ; thin layer, ; low strength. 61 ;Poor: Rhone I slope. 62*: ' Rock outcrop. : : Torriorthents. : b3 ;Fair: Silas : low strength. 64 ;Poor: Tanna : slope, : low strength, : thin layer. ; 65*. Torrifluvents V66*: Torriorthents. Camborthids. Rock outcrop. 67*: Torriorthents. Rock outcrop. See footnote at end of table. :Unsuited :Unsuited :Unsuited 1 i Topsoil Fair: small stones. Fair: slope, small stones. Fair: small stones. ;Poor: : large stones. :Poor: : slope. ;Poor: : slope, : large stones. ;Poor: ; slope. Poor: slope, ; large stones. ;Poor: I slope. ;Unsuited ;Poor: slope. Unsuited :Good. Unsuited :Poor: ; slope, : too clayey. RIFLE AREA, COLORADO • • TABLE 10. --WATER MANAGEMENT --Continued 123 Soil name and map symbol Pond reservoir areas : Embankments, : dikes, and levees Drainage Irrigation : Terraces and : diversions Grassed waterways 53*: ' Parachute ;Depth to rock, ;Thin layer ; slope, I ; seepage. : : Rhone :Slope, :Thin layer ; depth to rock.; , 1 I 1 ;Depth to : slope. :Slope, ; depth 54, 55 :Seepage :Piping Slope Potts 1 : 1 1 56 :Seepage ;Piping Slope Potts : 1 57*: Potts ;Seepage ;Piping ;Slope ;Slope, :Erodes easily --:Erodes easily. erodes easily.: I Ildefonso :Seepage, :Large stones---:Slope,Slope, :Large stones, :Slope, : slope. : : large stones. : large stones, : slope. : large stones, : droughty. : : droughty. 58* 59*: Potts :Seepage :Piping Slope I Ildefonso :Seepage, :Large stones ---:Slope, : slope. : : large I : rock, ;Slope, :Depth to rock, ;Slope, droughty, : slope. : rooting depth, I rooting depth.: I droughty. I : : :Slope, :Slope, :Slope, to rock.: rooting depth.; depth to rock.; rooting depth. I: I :Slope, Erodes easily --:Erodes easily. I erodes easily. :Slope, Slope, :Slope, : erodes easily.: erodes easily.: erodes easily. 1 :Slope, :Slope, :Slope, 1 erodes easily.: erodes easily.: erodes easily. I I :Slope, :Large stones, :Slope, stones. I large stones, : slope. : large stones, : droughty. 1 : droughty. Slope, :Slope, :Slope, :Slope, depth to rock.: rooting depth.: depth to rock.: rooting depth. 1i : � I 1 : :Slope, :Favorable :Favorable. : floods. : : : I :Slope, :Slope, :Slope, slowly, : percs slowly, : depth to rock,: erodes easily, to rock.: rooting depth.: percs slowly. : rooting depth. 1 1; 60, 61 :Slope, :Thin layer Rhone : depth to rock.: : I 62*: Rock outcrop. : Torriorthents. : : 63 :Slope, :Piping :Slope, Silas : seepage. : : floods. 64 :Slope, :Thin layer :Slope, Tanna : depth to rock.: : peres : ; : depth : , I 65'. : 1 � Torrifluvents : : ; 66*:I 1 Torriorthents. : 1 Camborthids. Rock outcrop. 67*: Torriorthents. Rock outcrop. 68 :Seepage Vale 69 Vale 70 Vale I : ;Piping :Favorable ;Favorable ;Erodes easily ;Erodes easily. I I 1 Slope, :Piping :Slope ;Slope :Erodes easily, :Slope, seepage. : : :: slope. : erodes easily. I :Piping :Slope :Slope :Slope, :Slope, 1 erodes easily.; erodes easily. � 1 I ;Slope, I seepage. See footnote at end of table. 128 SOIL SURVEY TABLE 11. --RECREATIONAL DEVELOPMENT --Continued . Soil name and ; Camp areas : Picnic areas Playgrounds ; Paths and trails map symbol : I ; : : I 44 :Slight :Slight ;Severe: :Slight. Morval : I slope. ; ; : 45*: I ; : ; Morval :Moderate: :Moderate: :Severe: :Slight. I slope. ; slope. 1 slope. ; Tridell :Severe: :Severe: :Severe: :Moderate: : slope. : slope. : slope, : large stones. ; ' large stones. ; ; 46 ;Moderate: :Moderate: Severe: :Moderate: Nihill ; small stones. ; small stones. , small stones. ; small stones. : 47 :Severe: ;Severe: :Severe: :Moderate: Nihill slope. : slope. : slope, I slope, ; small stones. ; small stones. 48 ;Severe: :Severe: ;Severe: :Severe: Northwater : slope. : slope. : slope. ; slope. ; ; 49, 50 ;Moderate: :Moderate: :Moderate: :Moderate: Olney : dusty. ' dusty. ; slope, : dusty. ' dusty. ; 51 :Moderate: :Moderate: :Severe: :Moderate: Olney : slope, 1 slope, , slope. : dusty. dusty. : dusty. ; ; 52 :Severe: :Severe: :Severe: :Severe: Parachute : slope. : slope. : slope. 1 slope. ' 53*: , Parachute :Severe: :Severe: Severe: :Moderate: : slope. : slope. slope. : slope. :Moderate: :Moderate: Severe: :Slight. : slope. : slope. slope. : 54, 55 'Slight :Slight Moderate: :Slight. slope. ('56 :Moderate: :Moderate: Severe: Potts slope. : slope. slope. ; 57*: , Potts :Slight :Slight :Severe: :Slight. ' I slope. : Ildefonso ;Severe: :Severe: :Severe: :Severe: : large stones. : large stones. : slope, ; large stones. ; ; large stones. : 58*: : Potts :Severe: ;Severe: :Severe: :Moderate: : slope. : slope. ; slope. I slope. Ildefonso ,Severe: ;Severe: :Severe: :Severe: ; slope, : slope, : slope, I large stones. : large stones. I large stones. ; large stones. : 59*: ; : ; : Potts ;Severe: :Severe: :Severe: :Severe: : slope. I slope. ; slope. ; slope. Ildefonso :Severe: :Severe: :Severe: :Severe: 1 slope, : slope, I slope, I slope, : large stones. I large stones. : large stones. 1 large stones. Rhone Potts Slight. See footnote at end of table. RIFLE AREA, COLORADO TABLE 11. --RECREATIONAL DEVELOPMENT --Continued 129 Soil name and map symbol Camp areas Picnic areas Playgrounds Paths and trails 60 Rhone 61 Rhone 62*: Rock outcrop. Torriorthents. 63 Silas 64 Tanna 65*. Torrifluvents 66*: Torriorthents. Camborthids. Rock outcrop. 67*: Torriorthents. Rock outcrop. 68 Vale 69 Vale 70 Vale 71*: Villa Grove Zoltay 72 Wann ;Severe: slope. :Severe: slope. 1 i 1 1 ;Severe: ;Severe: ;Moderate: slope. I slope. ; slope. I i ;Severe: :Severe: Severe: e. slope. , slope. slope. ' . 1 1 1' I 1 ' I ' I !alight. (Severe: .Slight (Severe: B p . floods. I 1 slo e. '• I ' (Severe. .Severe: ;Severe: (Severe: slope. 1 slope. I slope. ; slope. ' I ' ' , I i ' , 1, i, 1 ' I ' . I , . ; I Moderate: .Moderate: .Moderate: Moderate: dusty. . dusty. 1 slope, . ' dusty. ' Moderate: :Moderate: .Severe: .Moderate: slope, . slope, slope. dusty. dusty. . dusty. i I Severe: :Severe: 'Severe:peModerate: slope. 1 slope . slope. 1 slope, . . dusty. 1 . i 1 1 . 1 Severe: (Severe: :Severe: :Moderate: slope. ' slope. I slope. 1 slope. 1 1 I Severe: :Severe: :Severe: .Moderate: slope. . slope. I slope. slope. Severe: .Moderate: :Moderate: .Slight. floods. 1 wetness. I floods, 1 wetness. , . 1 i * See description of the map unit for composition and behavior characteristics of the map unit. 132 SOIL SURVEY TABLE 12. --WILDLIFE HABITAT POTENTIALS --Continued Soil name and map symbol Potential for habitat elements Potential as habitat for -- ;Grain 1 ;Wild 1 and IGrasses:herba- ;seed ; and ; ceous ;crops :legumes:plants ; ; ; ; 40, 41 ;Fair ;Fair Kim 1 : 1 1 42 ;Poor ;Poor Lamphier I ; 1 1 1 I 43 ;Poor ;Poor Limon : ; 44 ;Fair ;Good Morval ; : ; 45*: ; I Morval ;Fair ;Good ; I Tridell ;Very ;Very : poor.; poor. : : 46 ;Fair ;Good Nihill ; ; ; : 47 ;Poor ;Fair Nihill ; I 1 I 48 ;Poor ;Poor Northwater ; ! ! : 49, 50, 51 ;Poor ;Fair Olney ; I : : 52 :Very ;Very Parachute : poor.; poor. I I I 1 53*: I Parachute ;Poor :Poor 1 I ; 1 Rhone :Poor ;Poor I I k4, 55, 56 Potts 57*, 58*: Potts Ildefonso 59*: Potts Ildefonso 60 Rhone 61 Rhone 62*: Rock outcrop. Torriorthents. : 1 Poor ;Poor 1 1 : 1 Poor :Poor I I I I :Poor ;Poor 1 I I I i I :Poor !Poor I I I I I i ;Very ;Very ; poor.! poor. 1 1 1 1 ;Poor ;Poor 1 1 I 1 ;Very ;Very poor.; poor. 1 1 1 1 ; 1 See footnote at end of table. ;Fair :Good ;Fair ;Good 1 I ;Good ;Poor ;Fair ;Fair :Good Fair Good Good ;Good ; :Fair :Fair ;Fair :Fair :Fair :Good :Good Hard- wood trees :Conif-1 Shrubs;WetlandlShallow I erousl ;plants I water ;plants; ; I areas Open - land wild- life Wood- land wild- life � 1 :Wetland; : wild- : ; life I Range- land wild- life • :Fair ;Fair :Poor :Poor Fair :Poor I Fair :Poor Fair :Poor :Very : poor. :Very I poor. :Very ; poor. :Very poor. 1 :Poor :Very poor. :Very poor. :Very : poor. :Very I poor. :Very : poor. :Very : poor. :Very poor. :Very I poor. :Very I poor. :Very Fair :Fair :Fair :Fair :Fair :Fair :Fair :Fair !Fair :Fair ;Fair :Fair !Fair ;Fair :Fair ; poor. 1 :Very 1 poor. Very poor. Very poor. Poor ;Fair ;Fair :Poor Good Poor :Good 'Poor Very poor. Very poor. Very poor. .Very poor. :Very : poor. :Very : poor. :Very poor. Very poor. :Very : poor. :Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Fair Fair Fair :Fair :Poor :Fair :Fair :Poor :Poor ;Poor :Poor :Poor :Fair :Poor ;Very poor. ;Very I poor. ;Very I poor. :Poor ;Poor ;Very poor. :Very I poor. Very poor. :Very ; poor. :Very : poor. :Very : poor. Very : poor. Very poor. ,Very I poor. :Very : poor. :Very I poor. :Very : poor. :Very ; poor. :Very I poor. :Very I poor. :Fair. ;Fair. :Fair. ;Fair. !Fair. Fair. ::Fair. ;Fair. 1 1 :Fair. :Fair. :Fair. :Fair. Good. : Fair. 1 :Fair. 1 1 :Fair. !Fair. Fair. ! Good. Good. RIFLE AREA, COLORADO Soil name and map symbol TABLE 12. --WILDLIFE HABITAT POTENTIALS --Continued Potent; Wild I 1 i ' 1IGandn IGrasses1herba-;Hard- ;Coni£-1Shrubs1Wetland 1 ;seed I and I ceousl wood I erousl lP Icro•s Ile :umes;•;ants,trees ;•;ants; a or habitat e ements I I 63 ;Poor ;Poor 1 � Silas 1 1 64 :Poor ;Fair 1 � 1 i Tanna 65'. Torrifluvents 66*: Torriorthents. Camborthids. Rock outcrop. 67': Torriorthents. Rock outcrop. 1 !Fair ;Goo 1 ' I ;Very ;Very I poor. poor. ;Good :Fair � ; I 68 d Good 1 Vale ' 1 69, 70 :Good ;Poor 1 ; Vale 1 i ' 71': 1 1 1 I1 _-- ;Poor Poor ;Good I I Villa Grove i ; I Zoltay ;Poor ;Fair ;Good I ; ' ' 72 ;Good ;Good ;Good 1 --- :Fair Bann t' ' ' t 1Unit. * See description. of the map unit for composition and behavior characteristics of the map ;Good i � !Good ;Poor I ' ;Fair 1 :Very I poor. ;Very I poor. Good Good Good Shallow; water 1 areas 1 133 otentia as ha•i at or -- Open- 1 Wood- 1 , Range- land I land ;Wetland; land wild- I wild- I wild- I ild- I willd- life I life i Very (Poor l poor. 1 I ' Very ;Very ;Fair poor. 1 poor. I 1 I 1' 1 I 1 I I 1 ; I 11 I I , 1 I ' 1 , 1 1 1 1 1 , , , 1 1 t, 1 . , I IVery IVery (Good I poor. I poor. 1 ; I IVery IVery IVery I poor. I poor. I poor. 1 ;Poor IVery ;Fair I poor. 1 , Very ;Very ;Fair poor. I poor. 1 1 , I (Poor :Fair ;Good I : IVery poor. ;Very I poor. 1 IVery ;Good. poor. 1 1 ' 1 ' IVery ;Fair. poor. 1 1 ' 1 ' Very (Good. poor. i 1 ' 1 I IVery ;Good. poor. ' I 1 ; IVery (Good. 1 poor. I ; I IVery (Good. I poor. 1 1 ' ;Good. ;Good. 1 ; 1 ' 1 � RIFLE AREA, COLORADO.. t3• --ENGINEERING INDEX PROPERTIES --Continued Classification 1Frag- 1 '-,: rTi: 1 Invents Soil name and tI eith r¢•; testure = Unified I AASHTO I > 3 map symbol f" , ,-1--_- , - ; I :inches 1 ; I Pct i ; 53*: Parachute Rhone 54, 55, 56 Potts 1 0-5 ILoam 1 5-181Loam 1 } 18-291Very channery loam, very I channery sandy I loam. 129 :Unweathered bedrock. 57*, 58*, 59*: Potts 0-8 ILoam 18-28:Sandy clay loam,ICL, 1 I loam. I CL -ML, : 1 I SM -SC, I 1 I SC 128-52IChannery sandy IGM-GC 1 I clay loam, veryl I I channery sandy I clay loam. 152 :Unweathered I bedrock. 0-4 ILoam 4-28:Clay loam 28-60:Loam , 1 : 1 0-4 ILoam 4-281C1ay loam 28-60ILoam 1 , I ICL -ML 1A-4 1 ;CL, 1A-4, A-61 I CL -ML, : 1 1 SM -SC, i 1 SC 1 IGM-GC, GM:A-1, A -2I 1 I 1 1 , ,I I 1 i , ICL, CL -ML IML ICL IML ; :ML ICL IML A-4, A-4, IA -2 1 , IA -4 IA -6 IA -4 IA -4 I A-6 IA -4 Ildefonso I 0-8 :Stony loam ISM, GM IA -1, 18-60:Very stony loam,ISM, GM IA -1, : I very gravelly I 1 1I sandy loam. I : •I I 1 , 0-8 ILoam ICL, CL-MLIA-4 60,R 61 Rhone 1 8-28ISandy clay loam,ICL, 1A-4 1 I loam. ; CL -ML, 1 1 I I SM -SC, : I 1 I SC I I28-52:Channery sandy IGM-GC IA -2 1 I clay loam, very; , 1 , I channery sandy ; , 1 clay loam. 1 1 1 I 152 ;Unweathered : I I bedrock. : , 1 1 , 1 I , 62*: ' 1 , Rock outcrop. . , , I 1 1 , '1 Torriorthents. I I : IML I I b3 0-60:Loam Silas I. 1 64 I 0-9 ;Silty clay loam ICL Tanna 19-241C1ay loam, clay,ICL I silty clay loaml 124-30:Very channery IGM-GC, : I loam, channery : CL -ML 1 1 I clay loam, 1 , I I loam. . 1 130 :Unweathered 1 11 bedrock. . I 1 1 1 1 1 See footnote at end of table. 0 0 139 Percentage passing sieve number-- :Liquid I Plas- ' 1 limit 1 ticity 4 I 10 I 40 1200 ' I index I Pct I 11 1 , 120-30 I 5-10 120-35 I 5-15 11 I ' ; I 15-25 I NP -10 1I I I 1, 1 1 11 , I 1 I I i i 1 , 1 1 90-100190-100165-95 150-75 75-100175-95 170-95 135-75 1 , I , , 1 1, 1 , 1 1 1 120-30 115-30 110-20 1I I 1 1 1 , , I 1 1 1 1 1 5-30 I25-40 i' 1 1 1 1 A-61 0 190-100180-95 170-90 :50-70 120-35 1 5-15 A-61 0-5 :85-100175-95 160-90 135-65 ; 20-40 1 5-20 , 1 1, ' 1 I 1 1 ; 1 I 1 1 0-10 145-60 140-55 130-50 115-30 1 20-30 1 5-10 , 1 1 1 , 1 , I I 1 , 1 1 , 1 , , ,1 : 1 1 1 1 0 175-100175-100165-90 150-70 1 25-35 I NP -5 0 175-100175-100170-100:55-80 150-70100175-100165-90 0 175- 1 25-35 1 NP -5 ' I ' , 1 t 1 1 ; 0 ;75-100175-100 65-90 I50-70 125-35 ; NP -5 0 175-100175-100 70-100'55-80 1 25-35 1 10-15 0 175-100175-100 65-90 50-70 1 25-35 1 NP -5 , 1 ; A-2 5-25 150-75 140-60 30-45 20-35 1 20-25 1 NP -5 A-2 20-70 140-75 135-60 25-50 10-30 1 20-25 1 NP -5 : : 1 1I 1 1 1 1 1 1 1 1 A-6; 0 190-100180-95 70-90 150-70 1 20-35 1 5-15 A-61 0-5 185-100175-95 60-90 135-65 1 20-40 1 5-20 1 1 1 1 1 1 1 1 1 I 1 I 1 0-10 145-60 140-55 130-50 115-30 20-30 I 5-10 I, , I ,1 , I , ,1 1 ,1 1 , , , i IA -4 1 0-10 190-100180-100175-95 155-80 I 1 1 1 1 1 1 1 , : 1 1 ' II 1A-6, A-71 0-5 190-100190-100190-100185-95 135-45 IA -6, A-71 0-5 190-100190-100180-95 175-90 135-45 1 , I 1 1 ; 1 IA -2 1 0-10 140-100130-95 125-80 120-70 II 25-30 1 I 1 1 1 I 1 1 1 11 1 I 1 1 -- I 1 , 1 1 1 I I 1 : I I 1 , I I : 1 1 1 I 1 ' 1 , , 1 1 1, ' ; : I 1 , 1 120-25 I NP -5 , I 1 , I 1 1515-2-0 125 1 I 5-10 1 140 • • TABLE 13. --ENGINEERING INDEX PROPERTIES --Continued SOIL SURVEY Soil name and ;Depth map symbol 65*. Torrifluvents F 66*: Torriorthents. Camborthids. Rock outcrop. 67*: Torriorthents. Rock outcrop. 68, 69, 70 Vale 71*: USDA texture ; Classification IFrag- ; Percentage passing Iments ; sieve number-- ;Liquid ; Plas- ; Unified I AASHTO ; > 3 ; ; ; ; ;inches; 4 I 10 ; Itt ; ; ; Pct ; ; , ; Pct ; 1 1 1 1 1 I 1 I 1 1 1 ; 1 1 1 I 1 1 1 1 1 1 1 ; ; ; ; ; I 1 I 1 I 1 1 ; ; ; ; ; ; ; ; ; i i ; 1 I I I I 1 I I 1 1 1 1 1 I 1 1 1 1 ; ; I 1 1 1 1 1 1 1 1 I 1 1 ; ; ; ; ; ; I I i I i 1 I i 1 1 ; ; ; ; ; I I 1 I 1 1 1 1 1 I 1 I I i 1 I I 1 I I I ; 0-11;Silt loam ;CL, CL-MLIA-4, A-6; 0 ; 100 ; 100 ;90-100170-90 25-40 ; 5-15 111-261Silty clay loam,;CL 1A-4, 1 0 ; 100 1 100 190-100,70-95 30-45 1 10-25 1 I clay loam, silt; ; A-6, ; 1 ; ; ; ; ; loam. 1 ; A-7 ; ; i ; 126-601Loam, silty clay1CL, CL-MLIA-4, A-6; 0 1 100 ; 100 85-100160-95 25-40 1 5-15 1 ; loam, silt ; ; ; ; ; ; ; I 1 1 I 1 I 1 1 1 ; loam. ; limit 1 ticity 40 ; 200 ; ; index 1 1 1 I 1 I 1 I I I I I 1 I I 1 I 1 1 I 1 1 1 1A-6 ; 0 ; 100 195-100 70-90 ;50-60 , 25-35 ; 10-15 SC ;A-6 0 ; 100 195-100170-95 145-70 30-40 1 15-25 1 20-30 ; 5-10 Villa Grove ; 0-4 ;Loam ICL ; 4-15;Clay loam, sandytCL, ; clay loam. ; 115-601Sandy loam, loam;SM-SC, ; CL -ML 1 1 I Zoltay ; 0-19;Loam ICL 119-60;Gravelly clay, ;CL, GC, ; cobbly clay, ; SC ; cobbly clay � loam. 72 1 0-17:Sandy loam ISM, Wann 117-60:Sandy loam, fine;SM, 1A-2, 1A-6 ;A-6, A-7 A-4; 0 1 1 ; 100 ;95-100;60-70 11 I 1 I 11 1 0-5 180-95 ;80-95 165-75 5-30 165-85 160-80 150-75 11 I ; 1 ; I 1 1 1 1 1 ; 1 3-55 50-65 45-70 SM-SC1A-2, A-41 0 195-100195-100170-85 130-45 SM-SC;A-2, A-4; 0 ;95-100,95-100170-80 ,30-45 ; sandy loam, 1 1 ; 1 ; 1 ; ; ; coarse sandy 1 1 1 1 1 ; ; 1 loam. 1 1 ; ; ; 1 I I I 1 1 1 I 25-35 30-50 <25 0-26 1 10-15 15-30 1 1 NP -5 ; NP -5 I t * See description of the map unit for composition and behavior characteristics of the map unit. 144 SOIL SURVEY TABLE 14. --PHYSICAL AND CHEMICAL PROPERTIES OF SOILS --Continued ; Soil name and ;Depth1Clay <2mm: map symbol 1 1 Erosion 1 Permeability ;Available; Soil ;Salinity Shrink -swell : factors ;Organic water ;reaction; potential , , ; matter : K 1 T : 1 In 1 Pct 1 ; 1 ; 53*: ; ; 1 Rhone ; 0-8 1 20-27 1 1 8-281 20-30 1 128-521 20-30 1 1 52 1 --- 1 11 1 1 1 1 t.54, 55, 56 1 0-4 1 15-25 1 Potts 1 4-281 20-35 1 128-601 15-25 1 1 1 1 1 57*, 58*, 59*: 1 1 Potts 1 0-4 1 15-25 1 1 4-281 20-35 1 128-601 15-25 1 1 Ildefonso 1 0-8 1 15-25 1 1 8-601 15-25 1 1 60, 61 1 0-8 1 20-27 Rhone 1 8-28: 20-30 128-521 20-30 1 52 1 --- 1 62*: Rock outcrop. Torriorthents. 63 Silas o4 "farina 65*. Torrifluvents 456*: Torriorthents. Camborthids. Rock outcrop. 67*: Torriorthents. Rock outcrop. I 0-60: 1 1 1 0-9 1 27-35 1 9-24: 35-45 124-301 15-30 1 30 1 --- I 11 1 I I 11 I I 1 1 1 1 1 I 1 1 1 1 1 : : 1 1 ;capacity ; 1 In/hr ; In/in 1 2H 1mmhos/cm I 1 Pct 1 ; ; : i I I 1 1 1 0.6-2.0 10.19-0.21;6.6-7.8 1 <2 ;Low ;0.241 3 : 3-6 0.6-2.0 ;0.15-0.1716.6-7.8 1 <2 ;Moderate ;0.24; ; 0.6-2.0 ;0.08-0.10;6.6-7.8 ; <2 ;Lou ;0.15; 1 1 1 1 1 ; 1 1 1 0.6-2.0 10.16-0.18;6.6-7.8 1 <2 ;Low 10.371 5 : 1-2 0.6-2.0 10.19-0.2116.6-8.4 ; <2 ;Moderate 10.43; 0.6-2.0 10.16-0.1817.9-9.0 : <2 ;Low ;0.551 1 11 1 1 1 1 1 I 1 I 11 1 1 I 0.6-2.0 ;0.16-0.1816.6-7.8 1 <2 ;Low ;0.37; 5 1 1-2 0.6-2.0 10.19-0.2116.6-8.4 ; <2 :Moderate 10.431 1 0.6-2.0 10.16-0.1817.9-9.0 1 <2 :Low 10.551 I 1 1 I I i 2.0-6.0 10.08-0.1017.4-8.4 1 <2 :Low 10.15: 3 10.5-1 2.0-6.0 10.06-0.0817.9-8.4 1 <4 :Low :0.15: 1 1 1 1 1 1 0.6-2.0 0.19-0.21:6.6-7.8 : <2 :Low 10.241 3 1 3-6 0.6-2.0 0.15-0.1716.6-7.8 1 <2 :Moderate :0.24: ; 0.6-2.0 0.08-0.1016.6-7.8 1 <2 :Low :0.151 1 : 1 1 1 : 1 : 1 : I I 1 : ; : I : 1 :0.14-0.16;6.6-7.8 <2 :Low :0.24: 5 3-5 i I I : 1 1 0.06-0.2 10.14-0.2016.6-7.8 <2 :Moderate 10.37: 2 : 20-40 0.06-0.2 :0.12-0.18:7.4-9.0 <4 :Moderate 10.43: 0.06-0.2 10.07-0.1217.4-9.0 <4 :Moderate 10.241 1 1 1 1 I 1 1 I I 1 1 1 1 1 1 1 1 1 i I 1 1 1 1 15-27 : 0.6-2.0 1 I 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 I 1 1 68, 69, 70 1 0-11; 20-27 : 0.6-2.0 10.19-0.2216.1-7.8 1 <2 ;Moderate 10.321 5 1 2-4 Vale 111-261 25-35 1 0.6-2.0 10.17-0.2216.6-8.4 1 <2 :Moderate 10.431 1 126-601 15-30 1 0.6-2.0 10.13-0.2017.4-9.0 1 <2 :Low 10.431 1 : 1 : 1 1 1 1 : 1 * 1 1 1 1 1 1 1 1 71 1 1 1 1 1 1 1 1 1 Villa Grove 1 0-4 1 15-27 : 0.2-0.6 :0.16-0.1817.4-8.4 : 2-8 :Moderate 10.241 5 1 2-4 ; 4-151 20-35 1 2.0-6.0 10.10-0.1417.4-8.4 1 <8 1Low 10.201 1 115-601 15-25 1 0.2-2.0 10.14-0.1617.9-8.4 1 <8 :Moderate 10.321 1 1 1 1 1 1 1 1 1 Zoltay 1 0-191 20-27 ; 0.6-2.0 10.17-0.1916.6-7.8 1 <2 ;Moderate 10.281 5 1 2-4 119-601 35-45 : 0.06-0.2 10.13-0.1516.6-7.8 1 <2 :High 10.241 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 72 1 0-171 10-18 1 2.0-6.0 10.16-0.1816.6-8.4 1 <2 ;Low :0.201 5 1 3-6 Wann 117-60: 10-18 ; 2.0-6.0 :0.15-0.1717.9-8.4 1 <2 :Low :0.201 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 * See description of the map unit for composition and behavior characteristics of the map unit. TABLE 15. --SOIL AND WATER FEATURES --Continued ; Flooding ; High water table I Bedrock I ; Risk of corrosion Soil name and 1Hydro-1 ; r — i i i i{ Potential map symbol I logic; Frequency I Duration ;Months 1 Depth I Months I Depth I Hardness 1 frost 11 Uncoated {Concrete 'group 1 1 ; 11 i i I action steel ; ; 1 r , Ft I i In ; i 39 ' C ;None ; >6.0 >60 I 'Moderate--- High Moderate. Jerry 1 1 1 I I I I I I , I I 1I 1 1 1 1 1 1 3 1 1 I I 1 I 40, 41 Kim I B 'None ' 1 ; ; >6.0 ' I >60 ; 'Low High LOli 1 1 1 I , , 1 1 1 I 1 1 1 I 1 ; i 1 i ;' 42 I B (None I 1 ; >6.0 I 1 >60 I ;Moderate ---'High LOMt Lamphier { 1 ; ; ; ; ' ' ' , 1 , 1 1 I I .'*X':'_ I 1 1 I I 1 I I I 1 I Limon 43 ' C ;None ' i ' >6.0 ' ' >60 i ;Low ;High---,— Moderatell I 1 , , I , 1 ' I �. 44 I 8 ;None ' 1 1 >6.0 ; ; >60 ; 'Moderate ---;Moderate Low. Morval ' ' 1 ' 1 ' ' ' ; ' 451 1 f 1 1 1 1 1 1 1 1 1 1 1 1 1 Morval I B ;None I ; I ; 1 ; >6.0 ; ' >60 ; ;Moderate ---'Moderate Low. I I 1 1 1 1 I 1 1 1 , I 1 Tridell ; 8 ;None ; ; 1 >6.0 ; ; ; >60 ; ;Moderate- --;High ; Low. 1 1 1 1 1 46, 47 ' B ;None ; ; ; >6.0 ; ; >60 ; ;Moderate- --;High ,Low. Nihill ; ; ; ; ; ; 1 ; ; I 1 ; I 1 I 48 Northwater ; 8 ;None 1 ; ; >6.0 ; ; 40-60 ;Hard (Moderate -- -;Moderate ;Low. 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 ; 1 1 I 49, 50, 51 ; B ;None ; ; ; >6.0 ; I >60 ; ;Low Moderate ;Low. Olney ; 1 ; ; 1 ; ; ; 1 ; ; 1 1 1 1 1 1 1 1 1 1 1 1 I I1 I 1 I I 52 ; B ;None ; 1 >6.0 1 ; 20-40 ;Rippable ;Moderate- --;Moderate 'Low. 1I I 1 1 1 1 1 1 I 1 Parachute , 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 I 53*: 1 I 1 1 1 I 1 1 1 1 I 1 1 1 I 1 1 1 Parachute I B 'None ; 1 1 >6.0 1 1 20-40 'Rippable ;Moderate ---;Moderate ;Low. 1 ; 1 ; I Rhone ; B ;None 1 - 1 ; >6.0 1 ; 40-60 ;Rippable ;Moderate -- -;Moderate ;Low. I 1 I 1 1 I 1 1 1 1 1 , 1 I 1 1 , 1 1 1 1 54, 55, 56 1 B ;None ; ; >6.0 ; ; >60 ; ;Low ;High ;Moderate. Potts ; 1 1 ; ; 1 ; ; 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 , I 1 I 1 1 1 57*, 58*, 59*: 1 1 1 1 1 ; ; 1 1 ; ; Potts ; B ;None ; ; ; >6.0 ; ; >60 ; --- ;Low High (Moderate. 1 1 I Ildefonso I B ;None 1 I ; >6.0 ; ; >60 ; ;Low High ;Low. I ; 1 1 ; I ; I 60, 61 I B ;None ; 1 ; >6.0 ; ; 40-60 ;Rippable ;Moderate ---;Moderate ;Low. 1 1 1 1 1 1 1 1 1 I 1 Rhone 1 1 1 I 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I I 1 I 1 I 1 1 1 I 1 * 1 1 1 , 1 1 1 , I 62 1 I 1 1 1 1 Rock outcrop.' ' 1 1 1 1 1 ' I 1 1 1 1 1 1 1 1 1 1 ; ; ; 1 1 1 1 ; 1 1 1 1 , 1 1 1 1 1 Torriorthents. 1 1 1 1 1 1 ; ; ; 1 1 1 ; ; 1 See footnote at end of table. TABLE 15. --SOIL AND WATER FEATURES --Continued 1 Flooding 1 High water table 1 Bedrock Soil name and ;Hydro -1 ! a 1 1 -- 1 1 I Potential map symbol I logic; Frequency I Duration ;Months I Depth 1 Months 1 Depth I Hardness I frost ;group ; ; 1 1 ; ' 1 ' action I 1 1 I 1 ; ; Ft ; ; In i ; 1 1 1 1 1 1 1 1 1 1 1 1 63 I B ;Occasional ;Brief ;Apr -Sep; >6.0 I 1 1 (Moderate --- Silas I 1 1 1 1 1 1 1 1 I 1 I 1 I 1 1 1 1 64 ; C ;None ; I 1 >6.0 ; ; 20-40 ;Rippable ;Low 1 I I Tanna I 1 ' 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 65'. I 1 1 1 1 1 ; 1 1 Torrifluvents ; 1 ; 1 1 1 1 1 1 1 1 1 1 1 ,(66*. 1 1 1 1 1 1 1 I 1 ' ' I I 1 1 ; ; Torriorthents. I 1 1 1 1 1 1 ; 1 1 I Camborthids. 1 1 I 1 1 1 1 1 1 1 1 I 1 1 1 I 1 I ; Rock outcrop.' 1 I 1 1 1 1 1 1 1 ; 1 1 1 1 1 1 1 1 1 , 1 1 1 67*: ; 1 1 1 11 o I 1 ! 1 1 Torriorthents. 1 1 1 1 1 1 ' 1 1 1 1 ! 1 1 1 1 1 1 1 1 Rock outcrop. ! 1 1 1 1 1 1 ' 1 I 1 ; 1 1 1 ; I 68,69,70 1 B ;None I 1 1 >6.0 ; ; >60 ; 1 1 Vale 1 1 1 t 1 1 1 1 ! 1 1 1 1 71*: ; 1 1 1 1 1 Villa Grove ; B ;None ; ; ; >6.0 ! ; >60 1 1 1 1 1 Zoltay ; C ;None ; 1 1 >6.0 1 1 >60 ; 1 1 1 1 1 1 1 72 I B ;Occasional !Brief ;Apr-Jul12.0-3.01 Apr -Jul I >60 � Wann 1 I ; 1 1 1 ! ' 1 1 1 1 1 1 1 ! Risk of corrosion Uncoated ;Concrete steel 1 High High Low. Low. ;Moderate -- -;Moderate Low. ; ; I I 1 I I ;Moderate ---;High ;Low. 1 ; ;Moderate ---;High (Low. I Nigh ;High Low. 1 I ; 1 * See description of the map unit for composition and behavior characteristics of the map unit. '. A3AEMS BIOS • PRELIMINARY PLAN SUBMITTAL SIERRA BLUFFS - FILING 2 Site Description Sierra Bluffs - Filing 2 is located South of Silt, in the lower reaches of Dry Hollow Creek, south of Weible Peak. Elevations range from 5600 to 5800 feet. The Site is currently undeveloped, and in native vegetation (Please see attached soils report). A vicinity map has been included on the cover sheet of the construction plans. Project Description The proposed subdivision is a "resubdivision" of lot 11 of Sierra Vista Subdivision, approved in 1980, and amended in 1983. The amendment did not affect this portion of the Sierra Vista Ranch subdivision. All parcels created in 1980 exceeded 35 acres in size, and did not require any subdivision review. The sketch plan for Sierra Bluffs was submitted for review to the Planning Commission in September of 1994. Sierra Bluffs was previously submitted as a Preliminary Plan to the planning commission by Starbuck Engineering, Inc. This submittal showed Sierra Bluffs as a single phase 7 lot subdivision. That submittal was later withdrawn due to changes to the site plan. Sierra Bluffs - Filing 1 was approved by the Planning Commission at the April meeting. The subdivision plan proposes splitting the 38.58 acres into 4 (four) single-family lots ranging in size from 9.09 to 9.99 acres in size. Average lot size will be approximately 9.64 acres. Water Service The project will be served by a community water system. The proposed 6000 gallon tank located on Lot 1 will be supplied via a 1.5" Class 200 PVC pipe ran from the well site located on Lot 2. The well located on Lot 2 is currently capable of supplying water at approximately 10 GPM. (Please see attached well test). Water will be provided to the lots via a 4" C900 pvc water distribution system. The size of the distribution line meets the requirements set forth by the Garfield County regulations. Individual water services will be provided off of the distribution line. Enclosed with this packet is a copy of the augmentation plan that has been submitted to the State for review. The augmentation plan is being prepared by Mr. Ray Walker. • • Sanitary Sewer Service Sanitary sewer service will be provided by Individual Sewage Disposal Systems (ISDS). Copies of the perc test will be provided prior to the meeting. Soils/Topography Attached please find a copy of the pertinent soils information for the project. We would also suggest that a site specific geotechnical report, prepared by a registered engineer licensed by the State of Colorado be required for all structures, including sewage disposal systems before issuance of a building permit or an individual sewage disposal system permit. Road/Access The project proposes two (2) points of access Alta Mesa Road. The distance between the access points is approximately 1250 1.f. Both access points were existing prior to this resubdivision, and the 60' easements they will utilize were platted with the Sierra Vista subdivision. All roads will be designed to meet the Garfield County Road Standards for Semi -Primitive Roads. Drainage A separate drainage study has been included with this submittal. Electric/Telephone Electric service will be provided by Public Service and phone service will be provided by U.S. West. Form No. GWS -25 APPUCANT OFFICE OF THETE ENGINEER COLORADO DIVISION OF WA i Eli RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 634 WELL PERMIT NUMBER 178786 DIV. 5 CNTY. 23 WD 45 DES. BASIN MD Lot 10 DENNIS W & WANDA S COOLEY 200 W 2011 -1ST #B28 RIFLE CO 81650 ( 303) 625-3022 PERMIT TO CONSTRUCT A WELL Block: Filing: Subdiv: SIERRA VISTA RANCH APPROVED WELL LOCATION GARFIELD COUNTY NE 1/4 SW 1/4 Section 22 Twp 6 S RANGE 92 W 6th P.M. DISTANCES FROM SECTION LINES 3292 Ft. from North Section Line 2798 Ft. from East Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) 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 assure 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. 2) The construction of this well shall be in compliance with the Water Well Construction and Pump Installation 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 installation Contractors in accordance with Rule 17. 3) Approved pursuant to CRS 37-92-602(3)(b)(II)(A) as the only well on a tract of land of 36.44 acres described as lot 10, Sierra Vista Ranch division of land, Garfield County. 4) 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. 5) The maximum pumping rate shall not exceed 15 GPM. 6) The retum flow from the use of the well must be through an individual waste water disposal system of the non -evaporative type where the water is retumed to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specked on this permit. APPROVED JD2 .2.7„ V‘r-- z s• Sat. Engineer Receipt No. 0370029A DATE ISSUED JUN 0 9 1994 By EXPIRATION DATE JUN 0 9 1996 Form No. OFFICE OF THE SIE ENGINEER GWS -25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St. Denver, Colorado 80203 (303) 866-3581 APPLICANT • 634 WELL PERMIT NUMBER 1.78787 DIV. 5 CNTY. 23 WD 45 DES. BASIN MD Lot: 11 DENNIS W & WANDA S COOLEY 200 W 20TH ST #B28 RIFLE CO 81650 ( 303) 625-3022 PERMIT TO CONSTRUCT A WELL Block: Filing: Subdiv: SIERRA VISTA RANCH APPROVED WELL LOCATION GARFIELD COUNTY NW 1/4 SE 1/4 Section 22 Twp 6 S RANGE 92 W 6th P.M. DISTANCES FROM SECTION LINES 2732 Ft. from North Section Line 2140 Ft. from East Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) 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 assure 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. 2) The construction of this well shall be in compliance with the Water Well Construction and Pump Installation 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 Installation Contractors in accordance with Rule 17. 3) Approved pursuant to CRS 37-92-602(3)(b)(II)(A) as the only well on a tract of land of 38.58 acres described as lot 11, Sierra Vista Ranch division of land, Garfield County. 4) 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. 5) The maximum pumping rate shall not exceed 15 GPM. 6) The retum flow from the use of the well must be through an individual waste water disposal system of the non -evaporative type where the water is retumed to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. \\. APPROVED JD2 ,ilAz Stat. Eng loam Receipt No. 03700296 DATE ISSUED JUN 0 9 1994 EXPIRATION DATE JUN 0 9 1996 • • FORM NO. GUS -39 11/90 SUPPLEMENTAL TEST REPORT STATE OF COLORADO, OFFICE OF THE STATE ENGINEER 1. WELL PERMIT NUMBER / 777' 7 2. OWNER NAME(S) JZ 1 ; s (j4,,, Mailing Address -ooa - . 1n r -z City, St. Zip R 4 I t Q_ ., 1 k S-0 Phone (3o3) �"-30 2 _ For Office Use only WELL LOCATION AS DRILLED: /Gt.) 1/4 , 1/4, Sec. Twp. ( 5 , Range 57,1.1 hJ DISTANCES FROM SEC. LINES: ,..0.73� ft. from Z,rf/ Sec. line. and ft. from <-qs Sec. line. (north or south) (east or weW SUBDIVISION: ,Som, �) S�'c•. LOT BLOCK FIUNG(UNIT) STREET ADDRESS AT WELL LOCATION: 0 R 3 3 \ 4. STATIC WATER LEVEL: o ft., Date \ \ �s \c� \ , Time \\: ‘l&n <m Measurement Method: m - ,Length of airline (if used) ft. 5. PUMP: Type , Horsepower Ly, , Setting \ S S feet. Power Source g o , Discharge pipe \ in., Discharge Pressure 3 psi. 6. FLOW METER: Manufacturer , Type . r -.X, Diameter Yt\ inches, Average pumping rate \\ gpm., Volume pumped during test \'Q\\7.N 7. TEST DATA: Date of Test \ \\\S\Sy — Recovery Data — Time Pumping Level Drawdown Pumping rate Pumping Pressure Time Water Level (feet) (feet) (gpm) (Psi) (feet) \\',10 r?<:1 l r.)',01 1.091.'31 n5 R.0•/ � - 9. ' A:;s 47f, 1 30 ga. °1 \ a 0 u Q.. 5- I a ., 0 la',;o K7. l', 00 qc ok \(\S Z 8. DISINFECTION: Type Amt. Used 9. Water Duality analysis available. ❑ Yes 52 No 10. Remarks ,- (/�� r / y,-. ./ /4.,sZ ' ,S //s •��r7 11. I have read the statements made herein and know the contents thereof, and that they are true to my knowledge [Pursuant to Section 24-4-104 (13)(a) C.R.S., the making of false statements herein constitutes perjury in the second degree and is punishable as a class 1 misdemeanor.] CONTRACTOR Mailing Address Phone Lic. Noz0 Z Namefflitllee(Please pe or print) Signatur Date - 1 FORM NO. GUS -32 11/9" PUMP INSTALLATION AND TEST REPORT STATE OF COLORADO, OFFICE OF THE STATE ENGINEER 1. WELL PERMIT NUMBER / 7;,77e. 7 2. 3. OWNER NAME(S) Mailing Address_7n City, St. Zip /r, •rte/ Phone (3 a3 ) a s .moo a� Por Office Usa only WELL LOCATION AS DRILLED: j-f/A) 1/4 J S� 1/4, Sec. Twp. _�_, Range 9 oZ AJ Sec. line. BLOCK FILING(UNIT) DISTANCES FROM SEC. UNES: a 7. ft from /lar f• Sec. line. and 2/410 ft from (north or sown) SUBDIVISION: s 7•4c STREET ADDRESS AT WELL LOCATION: (' R 7 3 / Sant LOT 4. 5. PUMP DATA: Type vY1Q r S. h t e Pump Manufacturer Sa : , 7 7 Volts Full Load Amps `j Design GPM_ I S at RPM \ r_c , HP \ )47 Pump Intake Depth lc, Feet, Drop/Column Pipe Size Inches, }Gnd1�-. ] . , Installation Completed ///0A 1 Pump Model No. \ s 5 ,3o 'Z -- ADDITIONAL INFORMATION FOR PUMPS GREATER THAT 50 GPM: TURBINE DRIVER TYPE: ❑ Electric ❑ Engine ❑ Other Design Head feet, Number of Stages , Shaft size inches. OTHER EQUIPMENT: Airline Installed ❑ Yes ❑ No, Orifice Depth ft. . Monitor Tube Installed ❑ Yes ❑ No, Depth ft. Flow Meter Mfg. Meter Serial No. Meter Readout ❑ Gallons, ❑ Thousand Gallons, Cl Acre feet, ❑ Beginning Reading 6. TEST DATA: ,YJ; Check box if Test data is submitted on Supplemental Form. Date Total Well Depth Time Static Level Rate (GPM) Date Measured Pumping Lvl. 7. DISINFECTION: Type }���Y •t Amt Used /� q 8. Water Quality analysis available. ❑ Yes ❑ No 9. Remarks L•r 1 aim a� . A Aco, - s 10. I have read the statements made herein and know the contents thereof, and that they are true to my knowledge. [Pursuant to Section 24-4-104 (13) (a) C.R.S., the making of false statements herein constitutes perjury in the second degree and is punishable as a class�1 misdemeanor.] CONTRACTOR c�l! / / r > e r• Phone S --1-/Q79 Uc. No. 63L4 - Mailing Address t�O ,7 :) Name/Title (Please type or print) J 5-qc, Date FORM ,NO. $ 01(93 WELL CONSTRUCTION AND TEST REPORT STATE OF COLORADO, OFFICE OF THE STATE ENGINEER For Office 6 s Use only , Range OR FIUNG(UNIT) J�� 1. WELL PERMIT NUMBER 17 $ 7 7 2 — OWNER Mailing city, Phone CC7 NAME(S)–bQh,e,, 5 til 3 tk.)Xln.elo, re, Address- c- r,. 1, rT * ti 5+ Q c: SL Zip \z 0,, . z 1 L.6-(1) (-pt5A5-- ,-e, ,*.a.__ 1/4, Sec.,. Twp. 3. WELL LOCATION AS DRILLED: (\U1\ 1/4JF DISTANCES FROM SEC. U ES: ,..,_2._q ft from R. Sec. line. and (Q14c) ft. from Sec. line. SUBDIVISION: STREET ,�: rn� U.,`S" LOT BLOCK ADDRESS AT WELL LOCATI N: 0 R 3 1 4. GROUND DATE SURFACE ELEVATION ft. DRIWNG TOTAL DEPTH METHOD c\, S- k..{T • COMPLETED �j �,�, ��t— /an n ft. DEPTH COMPLETED dkDC ft. 5. GEOLOGIC LOG: Depth Description of Material (Type, Sae, Color, Water Location) 6. HOLE DIAM. (in.) From (ft) To (ft) R a a O Q 6 - 1AMO 55�-e1 iv� 4S n �o Sr.„„,,� ci L4 rnr , Wall Size From(ft) To(ft) t..1 1 StS o ',..1C2— 7. PLAIN CASING OD (in) tend 7 s ,s,� P u 79 AO 400 PERF. CASING: Screen Slot u G yy Size: X ' s-% P tsio ac30 9. PACKER Type Depth PLACEMENT: 8. FILTER PACK: Material Size Interval RECORD: Density Interval Placement .9'0 -/ o -6 (.2 r-41.7; } 10. GROUTING Material Amount REMARKS: e.�._.. fd.,s 11. DISINFECTION: Type (/,., t Amt. Used ��7-. 12. WELL TEST DATA: Z.. Check box if Test Data is submitted on Form No. GWS 39 Supplemental Well Test. gpm. TESTING Static Pumping Remarks METHOD Level ft. Datefilme measured , Production Rate level ft. Dateime measured , Test length (hrs.) . 13. 1 have CRS., CONTRACTOR Mailing read the statements made herein and know the contents thereof, and that they are true to my knowledge. the making of false statements herein constitutes perjury in the second degree and is punishable as a class 2.0//..-;....r ..0.,-,1/.,/,y -2--1c . Phone (..;,5 ) 9f*S- X079 [Pursuant 1 misdemeanor.) to Section 24-4-104 (13)(a), Lic. No. 6 ¢ . Address po ��-!4 [?4,.24,,,,,,,,,, (. d--/6_23 Name/Title (Please type or prim) chi /_/ d ..rS �;c..,,/,',5- Signature Date • • DISTRICT COURT, WATER DIVISION NO. 5, STATE OF COLORADO Case No. APPLICATION FOR UNDERGROUND WATER RIGHTS, STORAGE WATER RIGHTS AND PLAN FOR AUGMENTATION CONCERNING THE APPLICATION FOR WATER RIGHTS OF: BARTON PORTER IN GARFIELD COUNTY, COLORADO Name, address and telephone number of Applicant: Barton Porter 2571 Road 314 New Castle, CO 81647 (303) 984-2790 c/o Billie Burchfield - #19325 Attorney for Applicant 802 Grand Avenue, Suite 305 Glenwood Springs, CO 81601 (303) 945-8818 FIRST CLAIM 1. Name of structure: Sierra Pinyon Well No. 1 2. Legal description of point of diversion: Said well is located in the NEk NW; of Section 22, Township 6 South, Range 92 West of the 6th P.M., at a point 869 feet from the North section line and 3910 feet from the East Section line of said Section 22. 3. Source: A. Said well is tributary to Dry Hollow Creek, tributary to the Colorado River. B. Depth: 120 feet • 4. A. Date of appropriation: June 9, 1994. B. How appropriation was initiated: By intent to develop subdivision. C. Date water applied to beneficial use: N/A 5. Amount claimed: 15 gpm (0.033 c.f.s.), conditional 6. Well Permit No. 178797 was issued as an exempt well. New well permit has been applied for which will replace No. 178797. 7. Proposed use: In conjunction with other wells, domestic in -house use in fourteen (14) single family dwellings, the watering of 42 head of livestock and the irrigation of 2.0 acres of home lawns and gardens. 8. Name and address of owner of land on which well is located: Applicant SECOND CLAIM 1. Name of Structure: Sierra Pinyon Well No. 2. 2. Legal description of point of diversion: Said well is located in the SW'< SW; of Section 15, Township 6 South, Range 92 West of the 6th P.M., at a point 230 feet from the South Section line and 4400 feet from the east section line of said Section 15. 3. A. Source: The source of the water is tributary to Dry Hollow Creek, tributary to the Colorado River. B. Depth: 150 feet 4. A. Date of appropriation: June 9, 1994. B. How appropriation was initiated: By intent to develop subdivision. C. Date water applied to beneficial use: N/A 5. Amount claimed: 15 gpm (0.033 c.f.s.), conditional 6. Well permit No. 176762 was issued as an exempt well. New well permit has been applied for which will replace 17662. • • 7. Proposed use: In conjunction with other wells, domestic in -house use in fourteen (14) single family dwellings, the watering of 42 head of livestock and the irrigation of 2.0 acres of home lawns and gardens. 8. Name and address of owner of land on which well is located: Applicant. THIRD CLAIM 1. Name of Structure: Sierra Pinyon Well No. 3. 2. Legal description of point of diversion: Said well is located in the NW=, NE4 of Section 22, Township 6 South, Range 92 West of the 6th P.M., at a point 553 feet from the North Section line and 2015 feet from the East Section line of said Section 22. 3. A. Source: Said well is tributary to Dry Hollow Creek, tributary to the Colorado River. B. Depth: 150 feet 4. A. Date of appropriation: June 9, 1994. B. How appropriation was initiated: By intent to develop subdivision. C. Date water applied to beneficial use: N/A 5. Amount claimed: 30 gpm (0.066 c.f.s.), conditional 6. Well Permit No. 178798 was issued as an exempt well. New well permit has been applied for which will replace 178798. 7. Proposed use: In conjunction with other wells, domestic in -house use in fourteen (14) single family dwellings, the watering of 42 head of livestock, and the irrigation of 2.0 acres of home lawns and gardens. 8. Name and address of owner of land on which well is located: Applicant. • • FOURTH CLAIM 1. Name of Structure: Sierra Pinyon Ditch, Pump & Pipeline. 2. Legal description of point of diversion: The headgate of said ditch will be located at a point 1500 feet from the west section line and 1150 feet from the North Section line of Section 22, Township 6 South, Range 92 West of the 6th P.M. 3. Source: The source of the water is from Dry Hollow Creek, tributary to the Colorado River. 4. A. Date of appropriation: March 23, 1995. B. How appropriation was initiated: By field investigation with an engineer and an intent to appropriate for storage purposes and to augment well for a subdivision. C. Date water applied to beneficial use: N/A 5. Amount claimed: 1.0 c.f.s., conditional 6. Proposed use: storage, irrigation, piscatorial, livestock watering, wildlife watering, fire protection, augmentation and exchange purposes with the right to fill and refill in priority. 7. Name and address of owner of land on which ditch is located: Applicant. FIFTH CLAIM 1. Name of Structure: Sierra Pinyon Pond No. 1. 2. Legal description of place of storage: The center of said pond will be located at a point 1350 feet from the west section line and 1000 feet from the north section line of Section 22, Township 6 South, Range 92 West of the 6th P.M. 3. Source: The pond is filled from snowmelt and surface runoff and from Dry Hollow Creek via the Sierra Pinyon Ditch, Pump and Pipeline. The water is tributary to Dry Hollow Creek, Tributary to the Colorado River. • • 4. A. Date of appropriation: March 23, 1995. B. How appropriation was initiated: By field investigation with engineer and an intent to appropriate for storage purposes and to augment wells for subdivision. C. Date water applied to beneficial use: N/A 5. Amount claimed: 7 acre feet (AF), conditional. 6. Proposed use: irrigation, domestic, livestock watering, wildlife watering, piscatorial, fire protection, augmentation and exchange purposes with the right to fill and refill in priority. 7. Surface area of high water line: 1.0 acre Maximum height of dam: 15 feet Length of dam: 250 feet 8. Total capacity of reservoir in acre feet: 7.0 AF 9. Name and owner of land on which structure is located: Applicant SIXTH CLAIM 1. Name of structure: Sierra Pinyon Pond No. 2. 2. Legal description of place of storage: The center of said pond will be located at a point 1500 feet from the west section line and 1000 feet from the North Section line of Section 22, Township 6 South, Range 92 West of the 6th P.M. 3. Source: The pond is filled with snowmelt and surface runoff and from Dry Hollow Creek via the Sierra Pinyon Ditch. The water is tributary to Dry Hollow Creek, tributary to the Colorado River. 4. A. Date of appropriation: March 23, 1995. B. How appropriation was initiated: By field investigation with engineer and an intent to appropriate the water for storage purposes and to augment wells for subdivision. C. Date water applied to beneficial use: N/A 5. Amount claimed: 7.0 AF, conditional. • 1 6. Proposed use: Irrigation, domestic, livestock watering, wildlife watering, piscatorial, fire protection, augmentation and exchange purposes with the right to fill and refill in priority. 7. Name and address of owner of land on which pond is located: Applicant and Alice Jungjohann. SEVENTH CLAIM PLAN FOR AUGMENTATION STRUCTURES TO BE AUGMENTED: Sierra Pinyon Well Nos. 1 - 3. Sierra Pinyon Ditch, Pump and Pipeline Sierra Pinyon Pond Nos. 1 and 2. USES TO BE AUGMENTED: Applicant's engineer has determined that the annual depletions as a result of the irrigation of 2.0 acres of home lawns and gardens will total 3.46 acre feet based on a consumptive use factor of 1.73 AF/A. The annual evaporation losses from April through October on the surface of the ponds is calculated to be 2.54 ft per surface acre. The domestic consumptive use in fourteen (14) single family residences is calculated to be 0.56 acre feet per year based on an average occupancy of 3.5 persons per dwelling utilizing 100 gallons per day per person and assuming 10% consumptive use through individual septic tank and leach fields. Livestock depletions are based on 10 gallons per day per head and a 100% consumptive use factor. It has been calculated that the depletions resulting from Applicant's diversions will occur according to the following schedule: • • TABLE 1 All units in Acre Feet (AF) Depletions Month Domestic Irrigation Livestock Pond Evap. Total (14 units) (2 Acres) (42 head) (2 surface Acres) Jan 0.05 0.04 0.090 Feb 0.05 0.04 0.090 Mar 0.05 0.04 0.090 Apr 0.05 0.24 0.04 0.352 0.682 May 0.05 0.44 0.04 0.646 1.176 Jun 0.05 0.64 0.04 0.940 1.670 Jul 0.05 0.90 0.04 1.321 2.311 Aug 0.05 0.70 0.04 1.028 1.818 Sep 0.05 0.42 0.04 0.617 1.127 Oct 0.05 0.12 0.04 0.176 0.386 Nov 0.05 0.04 0.090 Dec 0.05 0.04 0.090 Totals 0.60 3.46 0.48 5.080 9.620 SOURCES OF AUGMENTATION WATER: Applicant's engineer has determined that Applicant can be expected to fill Sierra Pinyon Pond Nos. 1 and 2 each and every year during the winter and spring run-off season when senior priorities are not "calling" for water. At such times as Applicant's diversions for the uses shown in Table 1 above would be otherwise out -of -priority, Applicant will cause to be released from Sierra Pinyon Pond Nos. 1 or 2 the amounts of water as shown in Table 1 above. WHEREFORE, the Applicant requests that the above described claims for underground water rights, surface water rights, storage water rights and plan for augmentation be approved by the Court. Billie J. Burchfield - #19325 802 Grand Avenue, Suite 305 Glenwood Springs, CO 81601 (303) 945-8818 • • STATE OF COLORADO ss. COUNTY OF GARFIELD I, Ray D. Walker P.E., Engineer for Applicant state under oath that I have read this Application and verify its content. Ray D. Walker P.E. Subscribed under oath before me on My commission expires: Notary Public • • Commitment For Title Insurance Comnionwealth Land Title Insurance Company, a Pennsylvania corporation, herein called the company, for a valuable con- sideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate 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 Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured 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 120 days after the effective date hereof or when the policy or policies committed for shall be issued, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the company. IN WITNESS WHEREOF, the said Company has caused its Corporate Name and Seal to be hereunto affixed; this instrument, including Commitment, Conditions and Stipulations attached, to become valid when countersigned by an Authorized Officer or Agent of the Company. Attest: COMMONWEALTH LAND TITLE INSURANCE COMPANY Gil *'<ecre2y By President Conditions and Stipulations 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured 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 fad 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. If the proposed Insured 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. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured 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. In 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, the Conditions and Stipulations, and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. PA 3 American Land Title Association Commitment - 1966 Cover Page COMMITMENT FOR TITLE INSU E SCHEDULE A FILE NO. 9404051 1. Effective Date: 7TH day of APRIL 1994, at 7:59 A.M. 2. Policy or Policies to be issued: (a) ALTA OWNER POLICY, FORM B-1970 (REV. 10-17-70 AND 10-17-84) Proposed Insured: DENNIS WAYNE COOLEY AND WANDA SUE COOLEY (b) ALTA LOAN POLICY -1970 (REV. 10-17-70 AND 10-17-84) Proposed Insured: $37,247.00 $ 3. The estate or interest in the land described or referred to in the Commitment and covered herein is Fee Simple and is at the effective date hereof vested in: BARTON F. PORTER 4. The land referred to in this Commitment is situated in the County of Garfield, State of Colorado, and described as follows: COUNTERSIGNED: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF TITLE CHARGES OWNER'S POLICY TAX CERTIFICATE (Ftre,-6 $283.00 10.00 Authorized Officer or Agent dlh Valid Only if Schedule B and Cover Are Attached American Land Title Association Commitment Schedule A (Rev'd 6-86) FILE NO. 9404051 SCHEDULE B - SECTION I The following are the requirements to be complied with: 1. Instrument creating the estate or interest to be insured must be executed and filed for record, to wit: a. Warranty Deed from Barton F. Porter vesting fee simple title in Dennis Wayne Cooley and Wanda Sue Cooley. 2. Pay the full consideration to, Mortgagors. 3. Pay all taxes, charges, assessments, premises, which are due and payable. 4. 'Satisfactory evidence should be ha alterations thereto are completed; that or for the account of, the Grantors or levied and assessed against subject d that improvements and/or repairs contractor, sub -contractor, Labor and materialmen are all paid; and have release of record all liens or notice of intent to perfect a lien for labor or material. 5. Partial release of record by the Public Trustee of the Deed of Trust from Barton F. Porter for the use of Regional Bank of Rifle showing an original amount of $92,328.70, dated September 1, 1992 and recorded September 8, 1992 in Book 841 at Page 101. 6. Partial Release of record by the Public Trustee of the Deed of Trust from Barton F. Porter for the use of Regional Bank of Rifle showing an original amount of $250,000.00, dated February 17, 1994 and recorded February 28, 1994 in Book 894 at Page 68. NM 6 American Land Title Association Commitment Schedule B - Section I - Form 1004-5 FILE NO. 9404051 • • SCHEDULE B -SECTION 2 Schedule 8 of the Policy or Policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the company: 1. Rights or claims of parties in possession not shown by the Public records. 2. Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, 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 material heretofore or hereafter furnished, imposed by law and not shown by the Public records. 5. Defects, liens, encumberances, 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 the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this commitment. 6. Pursuant to Senate Bill 91-14 (CRS 10-11-122) Notice is hereby given that: a) The subject real property may be located in a special taxing district; b) A certificate of taxes due listing each taxing jurisdiction shall be obtained from the County Treasurer or the County Treasurer's authorized agent; c) Information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. NOTE: A Tax Certificate will be ordered from the County Treasurer by the Company and the costs therefor charged to the proposed insured unless written instructions to the contrary are received by the Company prior to the issuance of the Title Policy anticipated by this commitment. 7. Any and all unpaid taxes, assessments and unredeemed tax sales. 8. Exceptions and reservations contained in the United States Patents affecting the subject property. 9. Reservation of an undivided one-half interest in all other minerals together with the right to remove the payment of reasonable damages as reserved by Fred J. recorded April 17, 1953 in Book 268 at Page 474, and therein or assignments thereof. oil, gas and same upon Hangs in Deed any interests 10. Reservation of an undivided one-half interest in all oil, gas and other minerals together with the right to remove the same upon payment of reasonable damages as reserved by Harold E. Hangs in Deed recorded March 21, 1959 in Book 316 at Page 99, and any interests therein or assignments thereof. Continued on page 2.... NOTE: EXCEPTION(S) WILL NOT APPEAR IN THE MORTGAGE POLICY TO BE ISSUED HEREUNDER The Owner's Policy of Title Insurance comnited for in this Commitment, if any, shall contain, in addition to the Items set forth in Schedule B - Section 2, the following items: (1) The Deed of Trust, if any, required under Schedule 8 - Section I, Items (b).(2) Unpatented mining claims; reservations or exceptions in patents or in Acts authorizing the issuance thereof. (3) any and all unpaid taxes, assessments and unredeemed tax sales. American Land Title Association Commitment Schedule B - Section 2 Form 1004-12 FILE NO. 9404051 SCHEDULE B - SECTION 2 CONTINUED 11. Reservation of an undivided one-half interest in all oil, gas and other minerals as reserved by Fred C. Alsbury and Pauline B.. Alsbury in deed recorded July 19, 1973 in Book 447 at Page 317, and any and all interests therein or assignments thereof. 12. Terms and conditions of reciprocal grants of easements by and between Mountain Environments Ltd., John R. Boulton and John R. Boulton, Jr., recorded February 26, 1980 in Book 544 at Page 254. 13. Road easements shown on survey of Sierra Vista Ranch recorded March 24, 1980 as Reception No. 302518, and recorded August 25, 1983 as Reception No. 345061. 14. Easements and rights of way for any existing irrigation ditches, laterals, canals or pipelines. (page 2) FILE NO. 9404051 • 1 INFORMATIONAL NOTES This is to advise that COMMONWEALTH TITLE INSURANCE COMPANY makes available to its prospective insured owners, in conjunction with their COMMONWEALTH TITLE INSURANCE COMPANY policy covering a single family residence, including a condominium or townhouse unit, protection against mechanics' liens. This protection is not automatic nor given in all cases, but is subject to the Company's underwriting requirements, and does not cover those liens which arise out of work contracted for or entered into at the request of the insured owner. These underwriting requirements include, but may not be limited to, the following: 1. Receipt by the Company of agreement(s) indemnifying it for any loss resulting from its granting of lien protection, executed by the seller, contractor or others who might have incurred debts which could result in mechanics' liens; 2. Information concerning the solvency and whereabouts of the parties set forth in Item No. 1, possibly including financial statements; 3. Evidence of payment of any bills which might have been incurred for work done on the property, depending upon the length of time elapsed since the last work was completed and what remains to be done; 4. In the event of extensive recent constructions, whether on all the improvements located upon the property or not, additional items required may include: (a) the Company's review of the owner's and/or builder's history relative to construction projects previously completed or presently under construction; (b) review of the construction loan agreement if applicable; (c) review of any performance or materialman's bonds concerning this construction, if applicable; (d) payment of the appropriate charge for mechanics' lien protection during construction, if applicable. This is also to advise that, pursuant to Regulation of the Colorado Insurance Commissioner, every title entity shall be responsible for all matters which appear of record prior to the time of recording, and subsequent to the effective date of the commitment, whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed. This does not include those matters created, suffered, assumed or agreed to by the insured. The prospective insured is advised to inquire of the closing entity as to whether it is an office of COMMONWEALTH TITLE INSURANCE COMPANY or is an independent agent which will be the responsible entity relative to the closing only. •. • COMMITMENT FOR TITLE INSURANCE SCHEDULE A FILE NO. 9404052 1. Effective Date: 6TH day of APRIL 1994, at 7:59 A.M. 2. Policy or Policies to be issued: (a) ALTA OWNER POLICY, FORM B-1970 (REV. 10-17-70 AND 10-17-84) Proposed Insured: DENNIS WAYNE COOLEY AND WANDA SUE COOLEY (b) ALTA LOAN POLICY -1970 (REV. 10-17-70 AND 10-17-84) Proposed Insured: BARTON F. PORTER 3. The estate or interest in the land described or referred to in the Commitment and covered herein is Fee Simple and is at the effective date hereof vested in: BARTON F. PORTER $42,753.00 $30,000.00 4. The land referred to in this Commitment is situated in the County of Garfield, State of Colorado, and described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF COUNTERSIGNED: TITLE CHARGES OWNER'S POLICY MORTGAGEE'S POLICY TAX CERTIFICATE ZioresQ,Q& Authorized Officer or Agent dlh Valid Only if Schedule B and Cover Are Attached American Land Title Association Commitment Schedule A (Rev'd 6-86) $297.00 30.00 10.00 FILE NO. 9404052 EXHIBIT "A" LOT 11, SIERRA VISTA RANCH AS SHOWN ON SURVEY RECORDED MARCH 24, 1980 AS RECEPTION NO. 302518 AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: A parcel of land situated in Section 22, Township 6 South, Range 92 West of the 6th P.M., County of Garfield, State of Colorado; said parcel being more particularly described as follows: Commencing at the East quarter corner of said Section 22; thence North 75°03'56" West 932.86 feet to a point on the centerline of 60.00 foot access easement, said point also being the center of a cul-de-sac, the TRUE POINT OF BEGINNING; thence the following five (5) courses along said centerline: 1) South 53°20'44" West 272.89 feet; 2) along the arc of a curve to the left having a radius of 103.14 feet and a central angle of 68°19'40" a distance of 123.00 feet (chord bears South 19°10'54" West 115.84 feet); 3) South 14°58'55" East 78.48 feet; 4) along the arc of a curve to the right having a radius of 306.15 feet and a central angle of 32°45'51" a distance of 175.07 feet (chord bears South 01°24'00" West 172.69 feet); 5) South 17°46'55" West 226.50 feet to the point of intersection with a 60.00 foot access easement; thence the following five (5) courses along said centerline: 1) along the arc of a curve to the left having a radius of 372.92 feet and a central angle of 32°10'47", a distance of 209.45 feet (chord bears North 84°38'58" West 206.71 feet); 2) South 79°15'39" West 656.53 feet; 3) Along the arc of a curve to the left having a radius of 554.54 feet and a central angle of 18°26'14", a distance of 178.44 feet (chord bears South 70°02'33" West 177.68 feet); 4) South 60°49'23" West 148.41 feet; 5) along the arc of a curve to the right having a radius of 416.85 feet and a central angle of 09°49'18", a distance of 71.46 feet (chord bears South 65°44'04" West 71.37 feet) to the point of intersection with a 60.00 foot access easement; thence the following eight (8) courses along said centerline: 1) North 26°34'35" West 49.90 feet; 2) along the arc of a curve to the left having a radius of 195.09 feet and a central angle of 75°06'45", a distance of 255.75 feet (chord bears North 64°08'00" West 237.83 feet); 3) South 78°18'38" West 94.34 feet; 4) along the arc of a curve to the right having a radius of 262.25 feet and a central angle of 59°32'10" a distance of 272.51 feet (chord bears North 71°55'17" West 260.41 feet; 5) along the arc of a curve to the left having a radius of 1017.17 feet and a central angle of 12°37'45", a distance of 224.20 feet (chord bears North 48°28'04" West 223.75 feet); 6) North 54°46'57" West 70.51 feet; 7) along the arc of a curve to the right having a radius of 146.24 feet and a central angle of 108°42'23", a distance of 281.26 feet (chord bears North 00°25'46" West 240.93 feet); 8) North 53°55'26" East 143.30 feet to the center of a cul-de-sac; thence leaving said centerline North 64°07'56" East 872.93 feet; thence South 85°50'49" East 1428.22 feet to the TRUE POINT OF BEGINNING. TOGETHER WITH and subject to non-exclusive road easements as shown on the survey of Sierra Vista Ranch recorded March 24, 1980 as Reception No. 302518. FILE NO. 9404052 SCHEDULE B - SECTION I The following are the requirements to be complied with: 1. Instrument creating the estate or interest to be insured must be executed and filed for record, to wit: a. Warranty Deed from Barton F. Porter vesting fee simple title in Dennis Wayne Cooley and Wanda Sue Cooley. b. Deed of Trust from Dennis Wayne Cooley and Wanda Sue Cooley to the Public Trustee of Garfield County for the use of Barton F. Porter. 2. Pay the full consideration to, Mortgagors. 3. Pay all taxes, charges, assessments, premises, which are due and payable. 4. Satisfactory evidence should be alterations thereto are completed; that materialmen are all paid; and have lien for labor or for the account of, the Grantors or levied and assessed against subject had that intent to perfect a improvements and/or repairs contractor, sub -contractor, Labor and record all liens or notice of release of or material. 5. Partial release of record by the Public Trustee of the Deed of Trust from Barton F. Porter for the use of Regional Bank of Rifle, showing an original amount of $92,328.70, dated September 1, 1992 and recorded September 8, 1992 in Book 841 at Page 101. 6. Partial release of record by the Public Trustee of the Deed of Trust from Barton F. Porter for the use of Regional Bank of Rifle showing an original amount of $250,000.00, dated February 17, 1994 and recorded February 28, 1994 in Book 894 at Page 68. NM 6 American land Title Association Commitment Schedule B - Section 1 - Form 1004-5 FILE NO. 9404052 SCHEDULE B -SECTION 2 Schedule B of the Policy or Policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the company: 1. Rights or claims of parties in possession not shown by the Public records. 2. Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, 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 material heretofore or hereafter furnished, imposed by law and not shown by the Public records. 5. Defects, liens, encumberances, 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 the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this commitment. 6. Pursuant to Senate Bill 91-14 (CRS 10-11-122) Notice is hereby given that: a) The subject real property may be located in a special taxing district; b) A certificate of taxes due listing each taxing jurisdiction shall be obtained from the County Treasurer or the County Treasurer's authorized agent; c) Information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. NOTE: A Tax Certificate will be ordered from the County Treasurer by the Company and the costs therefor charged to the proposed insured unless written instructions to the contrary are received by the Company prior to the issuance of the Title Policy anticipated by this commitment. 7. Any and all unpaid taxes, assessments and unredeemed tax sales. 8. Reservation of an undivided one-half interest in all other minerals together with the right to remove the payment of reasonable damages as reserved by Fred J. recorded April 17, 1953 in Book 268 at Page 474, and therein or assignments thereof. oil, gas and same upon Hangs in Deed any interests 9. Reservation of an undivided one-half interest in all oil, gas and other minerals together with the right to remove the same upon payment of reasonable damages as reserved by Harold E. Hangs in Deed recorded March 21, 1959 in Book 316 at Page 99, and any interests therein or assignments thereof. 10. Reservation of an undivided one-half interest other minerals as reserved by Fred C. Alsbury in deed recorded July 19, 1973 in Book 447 at all interests therein or assignments thereof. in all oil, gas and and Pauline B.. Alsbury Page 317, and any and Continued on page 2.... NOTE: EXCEPTION(S) WILL NOT APPEAR IN THE MORTGAGE POLICY TO BE ISSUED HEREUNDER The Owner's Policy of Title Insurance commited for in this Commitment, if any, shall contain, in addition to the Items set forth in Schedule 8 - Section 2, the following items: (1) The Deed of Trust, if any, required under Schedule e - Section I, Items (b).(2) Unpatented mining claims; reservations or exceptions in patents or in Acts authorizing the issuance thereof. (3) any and all unpaid taxes, assessments and unredeemed tax sales. American Land Title Association Commitment Schedule 8 - Section 2 Form 1004-12 • . • FILE NO. 9404052 SCHEDULE B - SECTION 2 CONTINUED 11. Terms and conditions of reciprocal grants of easements by and between Mountain Environments Ltd., John R. Boulton and John R. Boulton, Jr., recorded February 26, 1980 in Book 544 at Page 254. 12. Road easements shown on survey of Sierra Vista Ranch recorded March 24, 1980 as Reception No. 302518, and recorded August 25, 1983 as Reception No. 345061. 13. Easements and rights of way for any existing irrigation ditches, laterals, canals or pipelines. (page 2) FILE NO. 9404052 INFORMATIONAL NOTES This is to advise that COMMONWEALTH TITLE INSURANCE COMPANY makes available to its prospective insured owners, in conjunction with their COMMONWEALTH TITLE INSURANCE COMPANY policy covering a single family residence, including a condominium or townhouse unit, protection against mechanics' liens. This protection is not automatic nor given in all cases, but is subject to the Company's underwriting requirements, and does not cover those liens which arise out of work contracted for or entered into at the request of the insured owner. These underwriting requirements include, but may not be limited to, the following: 1. Receipt by the Company of agreement(s) indemnifying it for any loss resulting from its granting of lien protection, executed by the seller, contractor or others who might have incurred debts which could result in mechanics' liens; 2. Information concerning the solvency and whereabouts of the parties set forth in Item No. 1, possibly including financial statements; 3. Evidence of payment of any bills which might have been incurred for work done on the property, depending upon the length of time elapsed since the last work was completed and what remains to be done; 4. In the event of extensive recent constructions, whether on all the improvements located upon the property or not, additional items required may include: (a) the Company's review of the owner's and/or builder's history relative to construction projects previously completed or presently under construction; (b) review of the construction loan agreement if applicable; (c) review of any performance or materialman's bonds concerning this construction, if applicable; (d) payment of the appropriate charge for mechanics' lien protection during construction, if applicable. This is also to advise that, pursuant to Regulation of the Colorado Insurance Commissioner, every title entity shall be responsible for all matters which appear of record prior to the time of recording, and subsequent to the effective date of the commitment, whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed. This does not include those matters created, suffered, assumed or agreed to by the insured. The prospective insured is advised to inquire of the closing entity as to whether it is an office of COMMONWEALTH TITLE INSURANCE COMPANY or is an independent agent which will be the responsible entity relative to the closing only. Forts No. GWS -25 APPLICANT OFFICE OF THETE ENGINEER COLORADO DNISIo OF WATER RESOURCES 818 Centennial 81d0., 1313 Sharman St.. Denver. Colorado 80203 (303) 866-3581 634 WELL PERMIT NUMBER 176'786 DIV. 5 CNTY. 23 WD 45 DES. BASIN MD Lot: 10 Block: Fillnp: Subdiv: SIERRA VISTA RANCII APPROVED WELL LOCATION GARFIELD COUNTY DENNIS W & WANDA S COOLEY 200 W 20TH ST #B28 RIFLE CO 81650 ( 303)625-3022 PERMIT TO CONS I HUCT A WELL NE 1/4 SW 1/4 Section 22 Twp 6 S RANGE 92 W 6th P.M. DISTANCES FROM SECTION LINES 3292 Ft. from North Section Line 2798 Ft. from East Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) 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 assure 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. 2) The construction of this well shall be in compliance with the Water Well Construction and Pump Installation 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 Installation Contractors in accordance with Rule 17. 3) Approved pursuant to CRS 37-92-602(3)(b)(II)(A) as the only well on a tract of land of 36.44 acres described as lot 10, Sierra Vista Ranch division of land, Garfield County. 4) 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. 5) The maximum pumping rate shall not exceed 15 GPM. 6) The return flow from the use of the 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. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. � J" G -7- q11 APPROVED JD2 .L • xf).-;-ft- 0\1\1 VA cr r State Englnear Receipt No. 0370029A DATE ISSUED JUN 0 9 1994 By EXPIRATION DATE JUN 0 9 1996 Form No. GWS -25 APPLICANT OFFICE OF TI-IEMATE ENGINEER COLORADO DiViMIN OF WATER RESOURCES 818 Centennial Bldg., 1313 Sharman SL, Danvar, Colorado 80203 (303) 866-3581 WELL PERMIT NUMBER r -2R 7?p.7 DIV. 5 CNTY. 23 WD 45 DES. BASIN MD 634 Lot: 11 Block: Filing: Subdiv: SIERRA VISTA RANCH APPROVED WELL LOCATION GARFIELD COUNTY DENNIS W & WANDA S COOLEY NW 1/4 SE 1/4 Section 22 200 W 20TH ST #B28 Twp 6 S RANGE 92 W 6th P.M. RIFLE CO 81650 ( 303)625-3022 PERMIT TO CONS1 HUCT A WELL DISTANCES FROM SECTION ONES 2732 Ft. from North Section Line 2140 Ft. from East Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDmONS OF APPROVAL 1) Thls 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 assure 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. 2) The construction of this well shall be in compliance with the Water Well Construction and Pump Installation 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 Installation Contractors In accordance with Rule 17. 3) Approved pursuant to CRS 37-92-602(3)(b)(II)(A) as the only well on a tract of land of 38.58 acres described as lot 11, Sierra Vista Ranch division of land, Garfield County. 4) 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. 5) The maximum pumping rate shall not exceed 15 GPM. 6) The return flow from the use of the 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. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. APPROVED JD2 0 Stat. Eng4bor Receipt No. 03700293 DATE ISSUED JUN 0'9 1994 aY EXPIRATION DATE JUN 0 9 1996 FORM tio. SUPPLEMENTAL TEST REPORT GUS -39 11/90 1 STATE OF COLORADO, OFFICE OF THE STATE ENGINEER WELL PERMIT NUMBER / 7:P7h' 7 2 3- 4. 5. 6. 7. OWNER NAME(S) �.' 5 n/ I-�•r r� (j / Mailing Address apo --e x2 Ci St. City, Zip R • C I z ny . sn 1, Phone (-?o ?) For orcto, us« only WELL LOCATION AS DRILLED: r -/m 2 1/4 S 1/4, Sec. DISTANCES FROM SEC. UNES: 2 Twp.5 Range -23 2 ft. from s.-7`G,/Sec. line. and n ft. from (north of south)5s - fps Sec. line. (nam °""°`U SUBDIVISION: S ) ' S�� LOT BLOCK FIUNG(UNIT) STREET ADDRESS AT WELL LOCATION: n p 3 3 902 STATIC WATER LEVEL: r? r-, ft., Date \ I \ \1AO\\ , Time Measurement Method: t't1 - C , , Length of airline (if used) ft. PUMP: Type �, lit Power Source r-4 - t� FLOW ME I ER: Manufacturer \<._K ,-,- Type r\\, `Diameter \=1,x inches, Average pumping rate �gpm., Volume pumped during test \`'1,,( c TEST DATA: Date of Test \ \\�\S-V\A Time Pumping Level Drawdown Pumping rate Pumping Pressure — Recovery Data — (feet) (feet) P g Time Water Level \ \', ❑ n ,� o (Wm) (psi) (feet) r 4 i i O .. "1 , Horsepower \ , Setting \ feet. , Discharge pipe \ w in., Discharge Pressure 3(. o 5 _,3,? C) u L A , •t9.) 7 1'.:40 cIC.1 ©. DISINFECTION: Type (1 L- k-) - .2 : 3 c v' f Amt. Used Water Quality analysis available. Yes Yes [2 No 1. I have read the statements made herein and know the contents thereof, and that they are true to my knowledge. (Pursuant to Section 24-4-104 (13)(a) C.R.S., the making of false statements herein constitutes perjury in the second degree and is punishable as a class 1 misdemeanor.) CONTRACTOR / 1 i Mailing Address Phone Name/Title (Please pe or print) Signatur Uc. No� Date