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HomeMy WebLinkAbout1.0 ApplicationSEP 2 :e (LS GARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 201 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.garfield-county.com Subdivision Application Form GENERAL INFORMATION (Toobe completed by the applicant.) ➢ Subdivision Name: /\r ©r fi Re- /I Rahe,17 )=. Type of Subdivision (check one of the following types): Sketch Plan V Preliminary Plan Final Plat ➢ Name of Property Owner (Applicant): Nit Mit c' -ref 111 1 & // ➢ Address: 2 30 Cw t y ,20 Telephone: 97O - 31s-3 ➢ City: „Si ft State: (0 Zip Code: 8/6S,2 FAX: 6.ZS� ifs�t% ➢ Name of Owner's Representative, if any (Attorney, Planner, etc): )>. Address: Telephone: ➢ City: State: Zip Code: FAX: ➢ Name of Engineer: y� l ➢ Address: /U4 titak) )f fl Peg '30/ Telephone: j.1S= 4'933 ➢ City:R, f /e State: (© Zip Code: eNS9 FAX: 622 =4J - R' ➢ Name ofSurveyor: gook � y�%� ��r�e j Serv t 2ce5 ➢ Address: /36 Y, f Telephone: 6'2/33 ➢ City: if i F/e State: C f9 Zip Code: �4.5 D FAX: 925 2 7 i' ➢ Name of Planner: ➢ Address: Telephone: • City: State: Zip Code: FAX: • • GENERAL INFORMATION continued... ➢ Location of Property: Section 31 Township S Range g/ k/ ➢ Practical Location / Address of Property: Fasf of f. (%.( .2 6 / /Vcr71 0 (e/r2b, ➢ Current Size of Property to be Subdivided (in acres): .35-e2Y ac ➢ Number of Tracts / Lots Created within the Proposed Subdivision: 3 D. Property Current Land Use Designation: 1. Property's Current Zone District: AificP 2. Comprehensive Plan Map Designation: Proposed Utility Service: ➢ Proposed Water Source: weld ➢ (See "Attachment C" to be completed with the Preliminary Plan Application) ➢ Proposed Method of Sewage Disposal: Ts'fl,.s ➢ Proposed Public Access VIA: C' (/ a wJ C)f ..2Y3 Utility: AL fu r61-/ l s, %11 S West- Ditch: est- Ditch: vg pi' 19425 i Nin i ( i o 1� ➢ Total Development Area (fill in the appropriate boxes below): ➢ Easements: ent 11ts. Size :(Acre ina Provide 3 s �Je Fay; iy 021or- )tac 3©q 1 2 hot 0 3 d aR { spew pace Are Total ➢ Base Fee: Sketch Plan - $325.00; Prelim Plan - $675.00; Final Plat - $200; Plat Review Fee • • and the County Surveyor has signed the Final Plat in Mylar form, it will be scheduled at the next BOCC meeting to be placed on the consent agenda with a request to authorize the Chairman of the BOCC to sign the plat. Once the Final Plat is signed, it is then recorded by the County Clerk in the Clerk and Recorder's Office for a fee of $11 for the first sheet and $10 for each additional sheet thereafter. This fee shall be paid by the applicant. This act of recording the signed Final Plat represents the completion of the Garfield County Subdivision Process. Please refer to the specific language in the Final Plat portion (Section 5:00) of the Subdivision Regulations for specific timelines and additional responsibilities required of the applicant to complete the Final Plat process. Please Note: This information presented above is to be used as a general guide for an applicant considering a subdivision in Garfield County. It is highly recommended that an applicant either purchase the Garfield County Zoning Resolution and Subdivision Regulations or access them on-line at: http://www.qarfield-countv.com/buildinq and planninq/index.htm in order to ascertain all the necessary requirements for each of the three steps including Sketch Plan Review, Preliminary Plan Review, and Final Plat Review. I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. ////% (Signature of applicant/owner) Date Last Revised: 07/25/2005 8 • • GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT AGREEMENT FOR PAYMENT FORM (Shall be submitted with application) GARFIELD COUNTY (hereinafter COUNTY) and /-4//4.1_ ✓/fe (hereinafter APPLICANT) agree as follows: 1. APPLICANT has submitted to COUNTY an application for No i fA II (hereinafter, THE PROJECT). 2 APPLICANT understands and agrees that Garfield County Resolution No. 98-09, as .mended, establishes a fee schedule for each type of subdivision or land use review applications, and the guidelines for the administration of the fee structure. 3. APPLICANT and COUNTY agree that because of the size, nature or scope of the proposed project, it is not possible at this time to ascertain the full extent of the costs involved in processing the application. APPLICANT agrees to make payment of the Base Fee, established for the PROJECT, and to thereafter permit additional costs to be billed to APPLICANT. APPLICANT agrees to make additional payments upon notification by the COUNTY when they are necessary as costs are incurred. 4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board of County Commissioners for the consideration of an application or additional COUNTY staff time or expense not covered by the Base Fee. If actual recorded costs exceed the initial Base Fee, APPLICANT shall pay additional billings to COUNTY to reimburse the COUNTY for the processing of the PROJECT mentioned above. APPLICANT acknowledges that all billing shall be paid prior to the final consideration by the COUNTY of any land use permit, zoning amendment, or subdivision plan. APPLICANT ice /✓s'i't Signature Date: 9-4) (7 A/4 iLham c // Print Name Mailing Address: ,2 3//^ c'44 ) j S;' /f CrS// 10/2004 Page 4 • • STATEMENT OF PURPOSE North Bell Ranch Subdivision will divide two 2 plus acre lots from an existing 35 -acre parcel with the remaining 31 -acres encompassing the farming/ranching operations of the property. The existing residence along with the existing ADU will be on one of the 2 -acre parcels and the second 2 -acre parcel will have a building envelope allowing a single family residence. The remaining 31 -acre parcel will allow a single family residence with an ADU. The purpose of this application is to request Sketch Plan approval for North Bell Ranch Subdivision as depicted in the attached documents and plans. The proposed North Bell Ranch Subdivision is located on Silt Mesa just north of the Silt Mesa Road (CR 233). The property is bounded on the south by the Silt Mesa Road (CR 233), County Road 214 and a single family parcel; on the east by County Road 228 (Pretti Lane); on the west by County Road 261 (Groff Lane); on the north by private parcels. The property topographically consists of a level bench area on the west adjacent to CR 261 separated from a bench area and the irrigated pasture to the east by two drainage channels converging within the property. The drainage channels have relatively steep sides with varying degrees of height up to approximately 15 -feet. No development is proposed within the drainage channels. PROPOSED DEVELOPMENT North Bell Ranch Subdivision (NBRS) proposes two lots (Lots 2 and 3) along the western edge of the property each being 2 plus acres in size. These lots abut County Road 261 and will have direct access to the County Road. Proposed Lot 2 will contain the existing single family residence with an existing driveway. Currently, there are 5 parcels on the west side of CR 261 ranging in size from 1.63 to 3.74 acres with accesses onto CR 261. These parcels contain single family residences with no agricultural or ranching production. The two parcels directly to the west of the existing residence have approximately 1 - acre building sites due to the steep hillside on the west side of the parcels. The remaining approximately 31 -acres of the property (Lot 1) will have a single family residence and will allow an ADU. Proposed Lot 1 will contain the irrigated hay field along with the agricultural/ranching structures which are to remain in use. These structures currently consist of a hay barn and riding arena. North Bell Ranch Subdivision May 22, 2006 Page 1 of 3 • • SUBMITTAL ITEMS The following outlines and discusses the submittal items as required by the Subdivision Regulations of Garfield County, Section 3, Sketch Plan. For ease of review and following the code, the discussion is being provided in outline form with reports in the Appendixes. The Sketch Plan is provided as a Targe scale map. Sec. 3:30 SKETCH PLAN REQUIREMENTS Sec. 3:30. Sketch Plan requirements See map Sec. 3:32 A. Name = North Bell Ranch Subdivision B. See map C. See attached subdivision application form D. See map E. See map F. See map G. The property does not have a designated 100 -yr floodplain. Two drainage channels cross the property with varying depths up to approximately 15 -feet. Various irrigation ditches and irrigation pipes cross the property in the vicinity of the drainage channels and along the south eastern portion. No development is proposed within the drainage channels or irrigation structures. H. See map I. Land Use Table Land Use Development Table Existing/Proposed Zoning ARRD Total Area 35.23 Number of Lots 3 SF Single Family Residential 3SF, 2ADU 35.23 -acres 7.04 Ac/DU Non-residential na Offstreet Parking SF 10 spaces 2/DU minimum Sec. 3:40 Supplemental Information. A. Water supply- currently the property is served by an exempt domestic well. The permitted location for this well will be modified to a location more appropriate for the proposed new Lot 1 where a new well will be drilled. The West Divide Conservation District has expanded their territory covered under West Divide Contracts to include the area of Silt Mesa on which the property is located. West Divide Contracts will be purchased to cover the existing well and allow the drilling of a new well for proposed Lot 3. The exempt domestic well and the 2 West Divide Contract wells will provide each lot with its own well. The existing well log is attached. B. Sewage Disposal — The current residence is served by an Individual Sewage Disposal System that will remain in place. The two new proposed residences will be served by new ISDS's. North Bell Ranch Subdivision May 22, 2006 Page 2 of 3 • • C. See attached soils maps D. The property is crossed by two runoff and spring fed channels in the western portion and by various irrigation ditches and laterals. The proposed locations for the two new residences will not impact these channels or ditches. Also, the proposed building locations are in areas of flatter topography and thus minimize disturbances. E. The property for the development is not anticipated to have more than minimal background radiation. F. Access — As the plan indicates, the existing residence (Lot 2) currently accesses directly onto County Road 261 as would the proposed Lot 3. The area for the proposed residence on Lot 1 is currently accessed via a drive from County Road 233 (Silt Mesa Road). G. Utilities Electricity = Xcel Energy Natural Gas = Xcel Energy Telephone = Qwest Communications Cable Television = None North Bell Ranch Subdivision May 22, 2006 Page 3 of 3 SOIL SURVEY OF RIFLE AREA, COLORADO, PARTS OF GARFIELD AND MESA COUNTIES North Bell Ranch 0 271600 2711700 2718001 271900 272000 272100 272200 272300 272400 272500 272600 co co CO .:e".aim a0n 0 0 .o:ae ..: #�9ia �"` acfi. ,: a^;r... ^..;t _ 's?5. e :hv'*`'v ?_`r.. ".;"^,'. 'r• e:..4:`a._ -..- "`:. , .e .. -. - / 0 co _..�..- v OFt: ^.w �. & "r°t" •t '� N" 6'3, t '4? i'+ �d' ». Acs �C.. 0 :a:, .�.r nw_ re art, 0 C.4= n - - ' .a.; ya 6 _ :r�. � 271600 USDA Natural Resources M. Conservation Service 271700 271800 271900 272000 Meters 0 50 100 200 272100 272'200 Web Soil Survey 1.1 National Cooperative Soil Survey 272300 272400 272500 272600 Feet 0 150 300 600 900 1,200 9/12/2006 Page 1 of 3 Soil Survey of Rifle Area, Colorado, Parts of Garfield and Mcsa Counties North Bell Ranch Map Unit Legend Summary Rifle Area, Colorado, Parts of Garfield and Mesa Counties Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI t/ 34 Ildefonso stony loam, 25 to 45 49.4 29.5 percent slopes 40 Kim loam, 3 to 6 percent slopes 3.7 2.2 ✓ 51 Olney loam, 6 to 12 percent 25.0 14.9 slopes ✓ 54 Potts loam, 1 to 3 percent slopes 19.3 11.5 55 Potts loam, 3 to 6 percent slopes 33.8 20.2 56 Potts loam, 6 to 12 percent 2.3 1.4 slopes 57 Potts-Ildefonso complex, 3 to 19.8 11.8 12 percent slopes V58 Potts-Ildefonso complex, 12 to 14.5 8.6 25 percent slopes USDA Natural Resources Web Soil Survey 1.1 9/12/2006 Conversation Service National Cooperative Soil Survey Page 3 of 3 r • Hydrologic Group Rating North Bell Ranch Tables - Hydrologic Group Summary by Map Unit - Rifle Area, Colorado, Parts of Garfield and Mesa Counties Soil Survey Area Map Unit Name Rating Total Acres in Percent of AOI Map Unit AOI Symbol 34 Ildefonso stony loam, 25 B 49.4 29.5 to 45 percent slopes 40 Kim loam, 3 to 6 percent B 3.7 2.2 slopes 51 Olney loam, 6 to 12 B 25.0 14.9 percent slopes 54 Potts loam, 1 to 3 percent B 19.3 11.5 slopes 55 Potts loam, 3 to 6 percent 13 33.8 20.2 slopes 56 Potts loam, 6 to 12 percent slopes B 2.3 1.4 57 Potts-Ildefonso complex, B 19.8 11.8 3 to 12 percent slopes 58 Potts-Ildefonso complex, B 14.5 8.6 12 to 25 percent slopes Description - Hydrologic Group Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are placed into four groups A, B, C, and D, and three dual classes, A/D, B/D, and C/D. Definitions of the classes are as follows: The four hydrologic soil groups are: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only soils that are rated D in their natural condition are assigned to dual classes. USDA Natural Resources Conservation Service Web Soil Survey 1.1 9/12/2006 National Cooperative Soil Survey Page 3 of 3 FORM N0. WS- 32 11/90 . j PUMP INSTALLATION AND TEST REPORT STATE OF COLORADO, OFFICE OF THE STATE ENGINEER For Otho. Um only '" ,, }, '-• ;/111111 R 0.4"94 S"�' . coca t. WELL PERMIT NUMBER 174075 2. OWNER Mailing City, Phone NAMES) Jim And Laurie Brunner Address 0230 Co Rd 261*� St. Zip Silt CQ. 81652 ( 303 ) 876-5055 3. WELL LOCATION AS QRILj, P SW 1/4 SW 1/4, Sec. 31 Twp. 5 S , Range 91 W 6th DISTANCES FROM SEC. LINES: 900 ft. from South Sec. line. and 50 ft. from Wet Sec. Itne. FILING(UNIT) . SUBDIVISION: STREET (north or south) (wt or wwA- LOT BLOCK ADDRESS AT WELL LOCATION: . 4. PUMP DATA: Type Submersible installation Completed 3/14/94 . Pump Design Pump ADDITIONAL Manufacturer Goulds Pump Model No. 1UEJ0 /412 . GPM 10 at RPM 3450 , HP 3/4 , Volts 230 , Full Load Amps 6.4 . Intake Depth 95 ' Feet; Drop/Colurnn Pipe Size 1 " Inches, Kind Soh 80 PVC INFORMATION FOR PUMPS GREATER THAT 50 GPM: . TURBINE DRIVER TYPE: ❑ Electric 11 Design Head feet, Number of Engine ❑ Other Stages , Shaft size inches. 5. OTHER EQUIPMENT: ft. . Monitor Tube Installed 11 Yes D No, Depth ft. . Airline Flow Meter Installed ❑ Yes'. No, Orifice Depth Meter Mfg. Meter Serial No. . Readout ❑ Gallons, ❑ Thousand Gallons, In Acre feet, 111 Beginning Reading 8. TEST DATA: ❑ Check box if Test data is submitted on Supplemental Form. 3/14/94 Total Static Dare Measured Date Well Depth 100' lime 2hr - Level 44' Rate (GPM) 8 3/14/94 Pumping LvI. 90 7. DISINFECTION: Type _ Chlorox Amt, Used 2 Cups 8. Water Quality analysis available. ❑ Yes ❑ No 9. Remarks • 1 _ 10. I have [Pursuant degree CONTRACTOR Mailing Address read the statements made herein and know the contents thereof, and that they are true to my knowledge. to Section 24-4.104 (13)(a) C.R.S., the making of false statements herein constitutes perjury in the second and Is punishable as a class 1 misdemeanor! J & M PUMP CO Phone ( 303) 945-6159 Uc, No 1196 0241 Co Rd 167 Glenwood Spgs . Co 81601 Name/Title (Please type or print) Richard A Holub Owner Signa Date .......3://5/A/-1 WELL COMPLETION AND TEST REPORT STATE OF COLORADO, OFFICE OF THE STATE ENGINEER FOR OFFICE USE ONLY RECEIVED '. WELL PERMIT NUMBER 174076 APR 21 '94 OWNER'S NAME(S) Laurie Brunner Mailing Address 0230 County Road 261 City, St Zip Silt, Co. 81662 Phone (3031 876-5065 WAS RESOURCES STATE 19•31/140/ COLO. APPROVAL tGWS3191-O3 3. WELL LOCATION AS DRILLED : SV 1/4 SV 1/4 Sec. 31 Twp. 5S . Range 91V DISTANCE FROM SEC. LINES : 900 Ft From South Sec. Line. And 50 Ft From Vest Sec. Line. Or SUBDIVISION: LOT BLOCK FILING (UNIT) STREET ADDRESS AT WELL LOCATION : 0230 County Road 261 4 GROUND SURFACE ELEVATION ft. DRILLING METHOD : lir Rotary DATE COMPLETED 03/01/94 . TOTAL DEPTH 100 ft COMPLETED DEPTH 100 ft. 5. GEOLOGIC LOG : 6. HOLE DIAM. (in) FRAM (ft) TO (ft) Depth Type of Matenar (Size. Color. Type and Water Located) 9.0 0.0 4 8 000-010 Topsoil, Dirt 6.5 48 100 010-042 Shale - Clay 042-100 Sandstones, Shales 4 7. PLAIN CASING OD(in) Kind Wall Size From (ft) To (h) 7.0 Steel 0.240 0.0 48 5.5 PVC 0.250 40 60 5.5 PVC 0.250 80 _. 100 PERF. CASING - Screen Slot Size: -- - — -- - 5.5 PVC 0.250 60 100 WATER LOCATED : 60-80 8. Filter Pack Material Size Interval 9. Packer Placement Type Depth REMARKS : 10. GROUTING RECORD: Mabrtar Amount Density interval Plac.menl cement 4 sks 6 gal/s4.0-48 _poured 11. DISINFECTION : Type HTH Amt Used 2 oz. 12. WELL TEST DATA : () Check Box If Test Data Is Submitted On Supplemental Form. TESTING METHOD : Air compressor Static Level : 44 ft. Daterrime Measured 03/01/94 Production Rate 10 gpm Pumping Level : Total ft. Date/Time Measured 03/01/94 Test Length (hrs) 2 Remarks : 1 have read the statements made heron and know the contents thereof and that they are Eve to re, kne*ledge (Pursuant to Section 24-4-104 (130) CRS. the meldr g of take statements heron constrtutos perjury In the second degree and rs punishable as a Bass I rn sdomeanor 1 CONTRACTOR : Shelton Drilling Co. Phone. 303-927-4182 Lic. No. 1095 Mailing Address : PO Box 1059 Basalt, Co. 81621 Name / The (Please Type or Prtnt) Si r ape Wayne Shelton / Owner, 03/02.'44 RIFLE AREA, COLORADO 23 ranges from 5,000 to 6,500 feet. This soil formed in mixed alluvium derived primarily from basalt. This soil has a thin intermittent cap of reddish eolian material. The average annual precipitation is about 14 inches, the average annual air temperature is 46 degrees F, and the average frost -free period is about 125 days. Typically, the surface layer is brown stony loam about 8 inches thick. The underlying material is white, very strongly calcareous very stony loam to a depth of 60 inches. Included with this soil in mapping are small areas of Potts and Ascalon soils on less sloping positions. These areas make up 5 to 15 percent of the map unit. Permeability is moderately rapid, and available water capacity is low. Effective rooting depth is more than 60 inches. Surface runoff is medium, and the erosion hazard is moderate. This soil is used mainly for grazing and wildlife habitat. The native vegetation on this soil is mainly pinyon and Utah juniper. The understory consists mostly of Indian ricegrass, wheatgrass, junegrass, serviceberry, bitter - brush, and big sagebrush. When the understory vegetation deteriorates, grasses almost disappear and forbs and shrubs increase. Proper- ly managing the vegetation maintains wood production and grazing. Selectively thinning the pinyon and juniper improves understory grazing and provides firewood, posts, and Christmas trees. This, soil is suited to production of pinyon and Utah iuniper It can produce 9 cords of wood per acre when trees more than 4.5 feet tall reach an average diameter (at one foot), of 5 inches. The low available water capac- ity affects survival of tree seedlings. Mule deer, chukar, wild turkey, gray squirrel, and cot- tontail rabbit find habitat on this soil. 'Community development is limited by large stones and steep slopes. Structures to divert runoff are needed for roads.: , This soil is in capability subclass Vls, nonirrigated. 34—Ildefonso stony loam, 25 to 45 percent slopes. This='deep, well drained, hilly to steep soil is on mesa l creaks, sides of valleys, and alluvial fans. A small portion l pf ;this unit is on very steep to extremely steep mesa 3scarpments. Elevation ranges from 5,000 to 6,500 feet. rhissoil,formed in mixed alluvium derived primarily from Oasalt This soil has a thin intermittent cap of reddish °olian ,material.i 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 125 days. TYPically, the surface layer is brown stony loam about orches thick. The underlying material is white, very flChes calcareous very stony loam to a depth of 60 nches °ffGLInb!d this mapping are small areas of nd Ascalonsoils on less steep and dePess onal positions. These areas make up about 5 to 15 percent of the map unit. Permeability is moderately rapid, and available water capacity is low. Effective rooting depth is more than 60 inches. Surface runoff is medium, and the erosion hazard is severe. Ildefonso soil is used mainly for grazing and wildlife habitat. The native vegetation on this soil is mainly pinyon and Utah juniper. The understory consists of Indian ricegrass, wheatgrass, junegrass, serviceberry, bitterbrush, and big sagebrush. When the understory vegetation deteriorates, grasses almost disappear and forbs and shrubs increase. Proper- ly managing the vegetation maintains wood production and ground cover. The value for grazing is low because of steep slopes and tree cover. Firewood, posts, and Christmas trees can be harvested on the more gently sloping areas. This soil is suited to production of pinyon and Utah juniper. It can produce 9 cords of wood per acre when trees more than 4.5 feet tall reach an average diameter (at one foot) of 5 inches. The low available water capac- ity affects survival of tree seedlings. Steep slopes and severe erosion hazard affect harvesting. Mule deer, chukar, wild turkey, gray squirrel, and cot- tontail rabbit find habitat on this soil. Community development is limited by large stones and steep slopes. Structures to divert runoff are needed for roads. This soil is in capability subclass Vile, nonirrigated. 35—Ildefonso-Lazear complex, 6 to 65 percent slopes. Moderately sloping to very steep soils are on hillsides and mesa breaks. Elevation ranges from 5,000 to 6,500 feet. The Ildefonso soil formed in very calcare- ous, mixed, stony alluvium derived mainly from basalt, and the Lazear soil formed in shale and sandstone re- siduum. The average annual precipitation is about 14 inches, the average annual air temperature is about 48 degrees F, and the average frost -free period is about 125 days. The Ildefonso soil makes up about 50 percent of the unit, the Lazear soil makes up about 30 percent, and soils of minor extent make up 20 percent. The Ildefonso soil is deep and well drained. Typically, the surface layer is brown stony loam about 8 inches thick. The underlying material is white, very strongly cal- careous very stony loam to a depth of 60 inches. Permeability of the Ildefonso soil is moderately rapid, and available water capacity is low. Effective rooting depth is more than 60 inches. Surface runoff is medium, and the erosion hazard is moderate. The Lazear soil is shallow over shale bedrock and is well drained. Typically, the surface layer is grayish brown gravelly loam about 4 inches thick. The underlying mate- 30 SOIL SURVEY iegrees F, and the average frost -free period is about 125 days. Typically, the surface layer is grayish brown loam ;bout 12 inches thick. The subsoil is grayish brown and ight gray sandy clay loam about 21 inches thick. The >ubstratum is light gray gravelly sandy clay loam or very iravelly sandy loam to a depth of 60 inches. Included with this soil in mapping are small areas of - eldt, Potts, and Kim soils that have slopes of 3 to 6 )ercent. These areas make up 5 to 15 percent of the nap unit. Permeability is moderate, and available water capacity s moderate. Effective rooting depth is 60 inches or nore. Surface runoff is slow, and the erosion hazard is noderate. This soil is used mainly for irrigated crops and hay. \Ifalfa, small grains, corn for silage, and grass or grass- egume mixtures are grown. Small acreages are in fruits, ncluding apples, peaches, and apricots. Isolated areas ire used for grazing. This soil is irrigated by furrows and flooding. Sprinklers ire also suitable. Drop structures in irrigation ditches ielp to control water and prevent excessive ditch ero- ;ion. The native vegetation on this soil is mainly wheat- jrass, needleandthread, and sagebrush. When range condition deteriorates, forbs and shrubs ;crease. When the range is in poor condition, undesira- )le weeds and annual plants are numerous. Properly nanaging grazing maintains and improves range condi- ion. Reducing brush improves deteriorated range. Seed - improves range in poor condition. Crested wheat- irass, western wheatgrass, and Russian wildrye are suit- tble for seeding. Preparing a seedbed and drilling the ;eed are good practices. Cottontail rabbit, squirrel, pheasant, and some mule leer find habitat on this soil. Community development and recreation are limited by Dw strength. This soil is in capability subclasses Ille, irrigated, and Ve, nonirrigated. 51—Olney loam, 6 to 12 percent slopes. This deep, veil drained, moderately sloping to rolling soil is on allu- 'lal fans and sides of valleys. Elevation ranges from ;,000 to 6,500 feet. This soil formed in alluvium derived rom sandstone and shale. The average annual precipita- ion is about 14 inches, the average annual air tempera- ure is about 48 degrees F, and the frost -free period is ;bout 125 days. Typically, the surface layer is grayish brown loam ;bout 12 inches thick. The subsoil is grayish brown and ght gray sandy clay loam about 21 inches thick. The ubstratum is light gray gravelly sandy clay loam and ery gravelly sandy loam to a depth of 60 inches. Included with this soil in mapping are small areas of ieldt, Potts, and Kim soils that have slopes of 6 to 12 percent. These areas make up 5 to 15 percent of the map unit. Permeability is moderate, and available water capacity is moderate. Effective rooting depth is 60 inches or more. Surface runoff is medium, and the erosion hazard is moderate. This soil is used mainly for irrigated hay, fruits, and grazing. Grass -legume mixtures and apples, peaches, and apricots are grown. This soil is irrigated by furrows and flooding. Sprinklers are also suitable. Drop structures in irrigation ditches help to control water and prevent excessive ditch ero- sion. Keeping a grass or legume cover on this soil at least three-fourths of the time controls erosion. 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 improves the range. Seeding im- proves range in poor condition. Crested wheatgrass, western wheatgrass, and Russian wildrye are suitable for seeding. Preparing a seedbed and drilling the seed are good practices. Cottontail rabbit, squirrel, pheasant, and some mule deer find habitat on this soil. Community development and recreation are limited by steep slopes and low strength. This soil is in capability subclass IVe, irrigated and nonirrigated. 52—Parachute loam, 25 to 65 percent slopes. This moderately deep, well drained, hilly to very steep soil is on north- and east -facing mountainsides. Elevation ranges from 7,500 to 8,700 feet. This soil formed in residuum from sandstone. The average annual precipita- tion is 20 inches, the average annual air temperature is about 40 degrees F, and the average frost -free period is less than 75 days. Typically, the surface layer is grayish brown loam about 5 inches thick. The upper part of the subsoil is. very dark grayish brown and brown loam about 13 inches thick, and the lower part is light yellowish brown extremely channery loam about 11 inches thick. Hard, fractured sandstone bedrock is at a depth of 29 inches. Included with this soil in mapping are small areas of Rhone and Irigul soils. The Rhone soils are in concave positions. These areas make up 10 to 15 percent of the map unit. Irigul soils are on ridge crests. Permeability is moderate, and available water capacity is low. Effective rooting depth is 20 to 40 inches. Surface runoff is medium, and the erosion hazard is moderate. This soil is used mainly for wildlife habitat and limited grazing. RIFLE AREA, COLORADO The native vegetation on this soil, because it faces north and east, is mainly Gambel oak, serviceberry, snowberry, and elk sedge. When range condition deteriorates, shrubs increase. Properly managing grazing maintains and improves. range condition. Elk, mule deer, coyote, and grouse find habitat on this soil. Use of this soil for community development and as a source of construction material is limited by depth to rock and steep slopes. This soil is in capability subclass Vile, nonirrigated. 53—Parachute-Rhone loams, 5 to 30 percent slopes. These gently sloping to steep soils are on ridge crests and mountainsides. Elevation ranges from 7,600 to 8,600 feet. The Parachute soil formed in residuum from sandstone or marlstone, and the Rhone soil formed in residuum from hard, fine-grained sandstone. The aver- age annual precipitation is about 20 inches, the average annual air temperature is about 40 degrees F, and the frost -free period is less than 75 days. The Parachute soil makes up about 55 percent of the map unit, the Rhone soil makes up about 30 percent, and soils of minor extent make up 15 percent. The Parachute soil is mostly on ridge crests, and the Rhone soil is in gently sloping to moderately sloping areas on mountainsides. The Parachute soil is moderately deep and well drained. Typically, the surface layer is grayish brown loam about 5 inches thick. The upper part of the subsoil is very dark grayish brown and brown loam about 13 inches thick, and the lower part is light yellowish brown extremely channery loam about 11 inches thick. Hard, fractured sandstone is at a depth of 29 inches (fig. 9). Permeability of the Parachute soil is moderate, and available water capacity is low. Effective rooting depth is 20 to 40 inches. Surface runoff is medium, and the erosion hazard is moderate. The Rhone soil is deep and well drained. Typically, the upper part of the surface layer is brown loam about 8 inches thick, and the lower part is brown sandy clay loam about 20 inches thick. The underlying material is brown very channery sandy clay loam about 24 inches thick. Fractured sandstone is at a depth of 52 inches. Permeability of the Rhone soil is moderate, and availa- ble water capacity is moderate to high. Effective rooting depth is 40 to 60 inches. Surface runoff is slow, and the erosion hazard is slight. Included with these soils in mapping are areas of Irigul soils on ridge crests. These areas make up about 10 percent of the map unit. These soils are used mainly for grazing and wildlife habitat. The native vegetation on these soils is mainly needle - grass, elk sedge, and sagebrush. 31 When range condition deteriorates, forbs and shrubs increase. Properly managing grazing maintains and im- proves range condition. Seeding improves range in poor condition where slope is less than 15 percent. Intermedi- ate wheatgrass, slender wheatgrass, and mountain and smooth brome are suitable for seeding. Preparing a seedbed and drilling the seed are good practices. Re- ducing brush on slopes of less than 15 percent improves deteriorated range, but removing brush may damage deer habitat. Many deer and some snowshoe hare and blue grouse find habitat on these soils. Use of this soil for community development or as a source of construction material is limited by depth to rock and steep slopes. This complex is in capability subclass Vle, nonirrigated. 54—Potts loam, 1 to 3 percent slopes. This deep, well drained 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 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 Olney, Kim, and Ildefonso soils that have slopes of 1 to 3 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 slight. This soil is used mainly for irrigated crops and hay and for dryland farming. Alfalfa, small grains, and grass - legume hay are grown. This soil is usually irrigated by flooding. Drop struc- tures in irrigation ditches, grassed waterways, and mini- mum tillage control erosion. Irrigation water should be carefully managed to avoid piping. Cover crops or stub- ble mulching also help to limit erosion losses in dry - farmed areas. The native vegetation on this soil is mainly wheat. grass, needleandthread, and sagebrush. Pheasant, mourning dove, cottontail -abbit, some mukE deer, and squirrel find habitat on this sc il. Community development and recrea. ion are limited b� low strength and shrink -swell potential. Dwellings anc roads can be designed to compensate for these limita tions. Community sewage systems will be needed if the population density increases. This soil is in capability subclasses Ille, irrigated, am IIIc, nonirrigated. 32 55—Potts loam, 3 to 6 percent slopes. This deep, well drained, moderately sloping 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 improves the range. Seeding im- proves range in poor condition. Crested wheatgrass, western wheatgrass, and Russian wildrye are suitable for seeding. Preparing a seedbed and drilling the seed are good practic^s. Pheasant, 'ruing dove, cottontail rabbit, some mule deer, and squ:i . _I find habitat on this soil. Community development and recreation are limited by low strength and the shrink -swell potential. Dwellings and roads car be designed to overcome these limita- tions. Commurn ty sewage systems will be needed if the population der,: ity increases. This soil is `,i capability subclasses IIle, irrigated, and IVe, nonirrigato 56—Potts !cam, 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 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. This soil is used mainly for grazing, wildlife habitat, and some dryland farming (fig. 10). Wheat, barley, and oats are grown. Minimum contour tillage and stubble mulching help to prevent excessive erosion. 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 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 low strength, shrink -swell potential, and slope. 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 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 Permeability of the Potts soil is moderate, and availa- ble water capacity is high. Effective rooting depth is 60 inches or more. Surface runoff is slow, and the erosion hazard is moderate. The Ildefonso soil is deep and well drained. Typically, the surface layer is brown stony loam about 8 inches thick. The underlying material is white, calcareous very stony loam that extends to a depth of 60 inches. Permeability of the Ildefonso soil is moderately rapid, and available water capacity is low. Effective rooting depth is about 60 inches. Surface runoff is slow, and the erosion hazard is moderate. in are small areas of Included with this soil in mapping Olney and Kim soils that have slopes of 3 to 12 percent. These areas make up 5 to 15 percent of the map unit. These soils are used mainly for limited grazing and wildlife habitat. The native vegetation on the Potts soil is sh mainly Thy wheatgrass, needleandthread, and sago native vegetation on the Ildefonso soil is mainly pinyon and Utah juniper and an understory of Indian ricegrass, wheatgrass, junegrass, serviceberrY, bitterbrush, and sa- gebrush. When the understory vegetation deteriorates, grasses almost disappear and forbs and shrubs increase. Proper- ly managing grazing maintains and improves range con- dition on both soils. Seeding improves range on the Potts soil if it is in poor condition. Crested wheatgrass, western wheatgrass, and Russian wildrye are suitable for seeding. Preparing a seedbed and drilling the seed are good practices. Reducing brush pn the Potts soil im- proves the range. Properly managing the vegetation on the Ildefonso soil maintains wood production and graz- ing. Selectively thinning pinyon and juniper improves grazing and provides firewood, posts, and Christmas trees. The Ildefonso soil is suited to production of pinyonand Utah juniper. It can produce 9 cords of wood per acre when trees more than 4.5 feet tall reach an average diameter (at one foot) of 5 inches. The low available water capacity affects survival of tree seedlings. Mule deer, wild turkey, chukar, gray squirrel, cottontail rabbit, and some pheasant find habitat on these soils. Community development is limited on the Potts soil by low strength, shrink -swell potential, and slope. Communi- ty development is limited on the Ildefonso soil by steep slopes. This complex is in capability subclass Vle, nonirrigated. 58—Potts-Ildefonso complex, 12 to 25 percent slopes. These strongly sloping to hilly soils are on mesas, alluvial fans, 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 aver- age annual precipitation is about 14 inches, the average 33 annual air temperature is about 46 degrees F, and the average frost -free period is about 120 days. of this unit, The Potts soil makes up about 60 percent and the Ildefonso soil makes up about 30 percent. The Potts soil is in slightly concave positions, and the Ilde- fonso 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 to a depth of 60 inches. Permeability of the Potts soil is moderate, and availa- ble water capacity is high. Effective rooting depth is 60 inches or more. Surface runoff is medium, and the ero- sion hazard is moderate. The Ildefonso soil is deep and well drained. Typically, the surface layer is brown stony loam about 8 inches thick. The underlying material is white, calcareous very stony loam to a depth of 60 inches. Permeability of the Ildefonso soil is moderately rapid, and available water capacity is low. Effective rooting depth is about 60 inches. Surface runoff is medium, and the erosion hazard is moderate. are small areas of Included with this soil in mapping Morval and Lazear soils. The Morval soils are at the higher elevations. The Lazear soils are shallow and are on ridge crests and steep mountainsides. These areas make up 10 to 18 percent of the map unit. These soils are used mainly for limited grazing and wildlife habitat. The native vegetation on the Potts soil is mainly wheatgrass, needleandthread, and sagebrush. The native vegetation on the Ildefonso soil is mainly pinyon and Utah juniper and an understory of Indian ricegrass, wheatgrass, junegrass, serviceberry, bitterbrush, and sa- gebrush. When the understory vegetation deteriorates, grasses almost disappear and forbs and shrubs increase. Proper- ly managing grazing maintains and improves range con- dition on both soils. Seeding improves range in poor condition in less sloping areas of the Potts soil. Blue - bunch wheatgrass, western wheatgrass, and need- leandthread_, are suitable for seeding. Preparing the seedbed and drilling the seed are good practices. Con- trolling brush on the Potts soil improves range that is producing more shrubs than are normally found in the potential plant community. Properly managing the under - story vegetation on the Ildefonso soil maintains wood production and grazing. Selectively thifirewood, pin onpand juniper improves grazing and provides and Christmas trees. The Ildefonso soil is suited to production of pinyon and Utah juniper. It can produce 9 cords of wood per acre when trees more than 4.5 feet tall reach an average water capacitone foot) of 5 inches. available capacity affectssurvi survival of tree seedlings. 34 SOIL SURVEY Mule deer, wild turkey, chukar, gray squirrel, cottontail rabbit, and some pheasant find habitat on these soils. The steep slopes limit community development. Struc- tures are needed to divert runoff to minimize gullying and erosion. This complex is in capability subclass Vle, nonirrigated. 59—Potts-Ildefonso complex, 25 to 45 percent slopes. These hilly to very steep soils are on alluvial fans 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 soil makes up about 30 percent. The Potts soil is in slightly concave positions, and the Ildefonso soil is in the steeper, breaklike areas. 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 to a depth of 60 inches. Permeability of the Potts soil is moderate, and availa- ble water capacity is high. Effective rooting depth is 60 inches or more. Surface runoff is medium, and the ero- sion hazard is severe. The Ildefonso soil is deep and well drained. Typically, the surface layer is brown stony loam about 8 inches thick. The underlying material is white, very strongly cal- careous very stony loam to a depth of 60 inches. Permeability of the Ildefonso soil is moderately rapid, and available water capacity is low. Effective rooting depth is about 60 inches. Surface runoff is medium to rapid, and the erosion hazard is severe. Included with this soil in mapping are small areas of Morval and Lazear soils. The Morval soils are at the higher elevations. The Lazear soils are shallow and are on ridge crests and steep mountainsides. These areas make up 10 to 15 percent of the map unit. These soils ar3 used mainly for limited grazing and wildlife habitat. The native vegetation on the Potts soil is mainly wheatgrass, needleandthread, and sagebrush. The native vegetation on the Ildefonso soil is mainly pinyon and Utah juniper and an understory of Indian ricegrass, wheatgrass, junegrass, serviceberry, bitterbrush, and sa- gebrush. When the understory vegetation deteriorates, grasses almost disappear and forbs and shrubs increase. Proper- ly managing grazing on the Potts soil maintains and improves the range condition. Properly managing the vegetation on the Ildefonso soil maintains wood produc- tion and ground cover. The value for grazing is low because of steep slopes and the tree canopy. Firewood, posts, and Christmas trees can be harvested from the more gently sloping areas. The Ildefonso soil is suited to production of pinyon and Utah juniper. It can produce 9 cords of wood per acre when trees more than 4.5 feet tall reach an average diameter (at one foot) of 5 inches. The low available water capacity affects survival of tree seedlings. Steep slopes and the severe erosion affect harvesting. Mule deer, wild turkey, chukar, gray squirrel, cottontail rabbit, and some pheasant find habitat on these soils. Community development is limited by very steep slopes. This complex is in capability subclass Vile, nonirrigat- ed. 60—Rhone loam, 5 to 30 percent slopes. This deep, well drained, gently sloping to steep soil is on mountain- sides and ridges. Elevation ranges from 7,600 to 8,600 feet. This soil formed in residuum from sandstone and maristone. The average annual precipitation is about 20 inches, the average annual air temperature is about 40 degrees F, and the average frost -free period is less than 75 days. Typically, the upper part of the surface layer is brown loam about 8 inches thick, and the lower part is brown sandy clay loam about 20 inches thick. The underlying material is brown extremely channery sandy clay loam about 24 inches thick. Sandstone is at a depth of 52 inches. Included with this soil in mapping are small areas of Parachute and Northwater soils. The moderately deep Parachute soils are on smooth ridge crests and west - and south -facing side slopes. The Northwater soils are on north -facing side slopes. These areas make up about 10 to 15 percent of the map unit. Permeability is moderate, and available water capacity is moderate. Effective rooting depth is 40 to 60 inches. Surface runoff is slow, and the erosion hazard is slight. This soil is used mainly for wildlife habitat and limited grazing. The native vegetation is mainly brome, needlegrass, and sagebrush. There are small areas of dwarfed aspen, but they are of little or no commercial value. When range condition deteriorates, forbs, shrubs, and Kentucky bluegrass increase. Properly managing grazing maintains and improves range condition. Seeding and removing brush improve range on less sloping areas if it is in poor condition. Intermediate wheatgrass, slender wheatgrass, and mountain or smooth brome are suitable for seeding. Preparing the seedbed and drilling the seed are good practices. Elk, mule deer, coyote, grouse, and rabbit find habitat on this soil. Use of this soil for community development or as a source of construction material is limited by steep slopes. 100 TABLE 6. --RANGELAND PRODUCTIVITY AND CHARACTERISTIC PLANT COMMUNITIES --Continued SOIL SURVEY Soil name and map symbol Range site name I Total production I 1 (Kind of year ; Dry ;weight I ;Lb/acre; 32 !Deep Clay Loam Holderness Variant; i 36 ;Loamy Slopes Irigul 38*: Irigul Starman 39 Jerry 40, 141 Kim 43 Limon 44 Morval ;Loamy Slopes Dry Exposure Brushy Loam ;Rolling Loam i ; ;Clayey Foothills : ; :.Deep Loam See footnote at end of table. !Favorable !Normal ;Unfavorable ;Favorable ;Normal ;Unfavorable Favorable ;Normal :Unfavorable ;Favorable !Normal ;Unfavorable ;Favorable ;Normal ;Unfavorable ;Favorable ;Normal 'Unfavorable ;Favorable ;Normal ;Unfavorable ; ; ;Favorable ;Normal ;Unfavorable 2,500 2,000 1,500 Characteristic vegetation 1 ICompo- Isition (Western wheatgrass ;Letterman needlegrass :Muttongrass ;Slender wheatgrass ;Prairie junegrass ;Big sagebrush ;Utah serviceberry 1,200 ;Western wheatgrass 900 ;Bluebunch wheatgrass 500 ;Mutton bluegrass ;Prairie junegrass ;Utah serviceberry 1,200 900 ;Bluebunch wheatgrass 500 !Mutton bluegrass !Prairie junegrass !Utah serviceberry ;Antelope bitterbrush ;Threetip sagebrush ;Western wheatgrass 600 500 300 ;Antelope bitterbrush ;Threetip sagebrush Beardless wheatgrass Needleandthread Indian ricegrass ;Colorado buckwheat ;Stemless goldenweed ;Low rabbitbrush 3,000 :Gambel oak 2,000 ;Sedge 1,500 ;Big sagebrush !Utah serviceberry ;Nodding bromegrass !Big bluegrass 1,000 800 500 1,200 900 600 Slender wheatgrass Western wheatgrass Common snowberry Indian ricegrass Bluebunch wheatgrass Prairie junegrass Muttongrass Western wheatgrass Big sagebrush Needleandthread ;Low rabbitbrush ;Western wheatgrass !Big sagebrush Low rabbitbrush Muttongrass Bottlebrush squirreltail : ! 11,800 ;Western wheatgrass 1,500 ;Needleandthread 700 ;Big sagebrush ;Bluebunch wheatgrass ;Utah serviceberry Pct 25 20 10 10 8 5 5 10 10 10 10 10 10 10 10 10 10 10 10 10 10 20 15 10 5 5 5 20 10 10 10 5 5 5 5 5 15 15 10 10 10 10 5 5 45 20 5 5 5 20 15 10 10 5 RIFLE AREA, COLORADO TABLE 6. --RANGELAND PRODUCTIVITY AND CHARACTERISTIC PLANT COMMUNITIES --Continued 101 Soil name and map symbol Range site name 45*: Morval 46, 47 Nihil! 49, 50, 51 - Olney 52 Parachute 53*: Parachute Deep Loam Rolling Loam Rolling Loam Brushy Loam Mountain Loam Rhone ;Mountain Loam 54, 55, 56 Rolling Loam Potts 57*, 58*, 59*: Potts Rolling Loam See footnote at end of table. I Total production 1 I ;Kind of year I Dry 1 ;weight !Lb/acre 1Favorable ;Normal ;Unfavorable Favorable Normal Unfavorable (Favorable !Normal !Unfavorable ;Favorable ;Normal ;Unfavorable ;Favorable !Normal !Unfavorable !Favorable ;Normal ;Unfavorable Favorable Normal Unfavorable ;Favorable ;Normal ;Unfavorable Characteristic vegetation ICompo- Isition 1,800 Western wheatgrass 1,500 Needleandthread 700 Big sagebrush IBluebunch wheatgrass (Utah serviceberry 1,000 800 !Bluebunch wheatgrass 500 !Big sagebrush !Western wheatgrass 1,000 800 IBluebunch wheatgrass 500 ;Big sagebrush !Needleandthread ;Indian ricegrass ;Low rabbitbrush ;Western wheatgrass 3,000 2,000 1,500 1,800 1,500 1,200 ;Needleandthread ;Indian ricegrass 1Rabbitbrush ;Utah serviceberry ;Gambel oak IElk sedge ;Mountain brome ;Columbia needlegrass !Letterman needlegrass ;Idaho fescue ;Mountain snowberry (Big sagebrush !Letterman needlegrass ;Columbia needlegrass ;Elk sedge ;Big sagebrush ;Idaho fescue IBluebunch wheatgrass ;Big bluegrass !Utah serviceberry ;Mountain snowberry ;Douglas rabbitbrush 1,800 ;Letterman needlegrass 1,500 ;Columbia needlegrass 1,200 !Big sagebrush ;Elk sedge 1,000 800 500 1,000 800 500 IBluebunch wheatgrass ;Idaho fescue (Big bluegrass ;Utah serviceberry !Mountain snowberry !Douglas rabbitbrush !Western wheatgrass INeedleandthread 1Bluebunch wheatgrass ;Big sagebrush ;Indian ricegrass (Low rabbitbrush ISquirreltail !Western wheatgrass 1Needleandthread IBluebunch wheatgrass ;Big sagebrush !Indian ricegrass (Low rabbitbrush 1Squirreltail Pct 20 15 10 10 5 20 15 15 10 10 5 20 15 15 10 10 5 15 15 10 10 5 5 5 5 5 15 10 10 10 5 5 5 5 5 5 15 10 10 10 5 5 5 5 5 5 25 15 15 10 10 5 5 25 15 10 10 10 5 5 iIFLE AREA, COLORADO TABLE 7• --BUILDING SITE DEVELOPMENT --Continued 105 Soil name and I map symbol Shallow excavations Dwellings without basements Dwellings with basements Small commercial buildings Local roads and streets 76*: Rock outcrop. 27*. Halaquepts 28, 29 Heldt 30 Heldt 31 Heldt 32 Holderness Variant 33, 34 Ildefonso 35*: Ildefonso Lazear I 36, 37 Irigul 38*: Irigul Starman 39 Jerry 40 Kim 41 ;Moderate: I too clayey. ;Moderate: I too clayey, I slope. 1 ;Severe: I slope, I too clayey. ;Severe: I slope. ;Severe: I slope, I large stones. ;Severe: I slope, I large stones. Severe I depth to rock, I slope. ;Severe: I slope, I depth to rock. 'Severe: I slope, I depth to rock. 'Severe: I slope, I depth to rock. ;Severe: I slope. 'Slight Kim 42 Lamphier 1Moderate: I slope. ;Severe: I slope. See footnote at end of table. ;Severe: I shrink -swell, I low strength. Severe: - I shrink -swell, I low strength. ;Severe: I slope, I shrink -swell, I low strength. (Severe: I slope, I shrink -swell, I low strength. ;Severe: I slope, I large stones. ;Severe: I slope, I large stones. Severe I depth to rock, I slope. (Severe: I slope, I depth to rock. ;Severe: I slope, I depth to rock. ;Severe: I slope, I depth to rock. ;Severe: I shrink -swell, I slope. -!Moderate: I shrink -swell. (Moderate: I shrink -swell, I slope. 1Severe: I slope. ; ;Severe: I shrink -swell, I low strength. (Severe: Shrink -swell, I low strength, ;Severe: I slope, I shrink -swell, I low strength. ;Severe: I slope, I shrink -swell, I low strength. ;Severe: I slope, I large stones. ;Severe: I slope, I large stones. ;Severe: I depth to rock, I slope. ;Severe: I slope, I depth to rock. ;Severe: I slope, depth to rock. ;Severe: I slope, I depth to rock. ;Severe: I slope, I shrink -swell'. 'Moderat'e: I shrink -swell. 'Moderate: shrink -swell, 1 slope. ;Severe: I slope. iSevere: I shrink -swell, I low strength. ;.Severe: slope, I shrink -swell, I low strength. ;Severe: I slope, I shrink -swell, I low strength. ;Severe.: I slope, I shrink -swell, I low strength. 1Severe: I slope, I large stones. 1 (Severe: I slope, L large stones. ;Severe: I depth to rock, I slope. ;Severe: slope, I depth to rock. ;Severe: 1 slope, I depth to rock. ;Severe: I slope, I depth to rock. ;Severe: I shrink -swell, I slope. ;Moderate: I shrink -swell, I slope. ;Severe: I slope. ;Severe: 1 slope. ;Severe: I shrink -swell, I low strength. 'Severe: I shrink -swell, I low strength. ;Severe: I slope, I shrink -swell, I low strength. (Severe: I slope, I shrink -swell, I low strength. .. ;Severe: I slope, I large stones. ;Severe: I. slope, I large stones. ;Severe: I depth to rock, 1 slope. ;Severe: I slope, I depth to rock. !Severe: 1 slope, I depth to rock. ;Severe: I slope, I depth to rock. ;Severe: I shrink -swell, I slope, I low strength. 'Moderate: I shrink -swell, I low strength. I1 oderate: I slope, I shrink -swell, I low strength. 1 ievere: I slope. 106 Soil name and map symbol • TABLE 7. --BUILDING SITE DEVELOPMENT --Continued Shallow excavations Dwellings without basements Dwellings with basements Small commercial buildin:s Local roads and streets 43 Limon 44 Morval 45*: Morval Tridell 46 Nihill 47 Nihil! 48 Northwater 49 Olney 50 Olney 51 Olney 52 Parachute 53*: Parachute Rhone 54 Potts 55 Potts 56 Potts 57*: Potts Ildefonso Moderate: 1 too clayey. ;Slight Moderate: ; slope. ;Severe: ; slope, ; large stones. !Severe: ; cutbanks cave. ;Severe: ; slope, ; cutbanks cave. 1 ;Severe: ; slope. 1 ;Slight ;Slight :Severe: ; shrink -swell. ;Moderate: shrink -swell. ;Severe: ; shrink -swell. !Moderate: ; shrink -swell. !Moderate: Moderate: ; shrink -swell, shrink -swell, ; slope. slope. 1 + + !Severe: Severe: ! slope, slope, ; large stones. large stones. !Slight Slight + + ;Severe: ;Severe: ; slope. ; slope. ! + I ;Severe: !Severe: ; slope. ! slope. :Slight ;Slight ; ;Slight i Moderate: !Moderate: slope. `.; slope. ;Severe: ; slope. rock. ! + i Severe: ;Severe: slope, ! slope. depth to rock. ! :Moderate: ! slope, rock. 1 shrink -swell. + ;Slight Severe: slope, ; depth to ;Moderate: slope, depth to !alight Moderate: slope. !Severe: ! slope, ; depth to rock. ;Severe: ; slope, ! depth to rock. !Moderate: ; slope, depth to rock, shrink -swell. I 1 i 1 ' !.; ;Slight ;Slight + 1 1 ;c erate: !Moderate: ;Moderate: ope. ! slope. ! slope. , I 1:1 ght !Slight !Slight ' + 1 ;Severe: !Severe: ; 1 ,- .:ones. ; large stones. ; large stones. 1 i 1 Slight See footnote at able. Severe: shrink -swell. Moderate: slope, shrink -swell. Severe: slope. Severe: slope, large stones. Slight Severe: slope. ;Severe: ; slope. ;Slight :Slight :Severe: ; slope. :Severe: ; slope. !Severe: ; slope. :Severe: ; slope. ;Slight ;Severe: I low strength, + shrink -swell. Moderate: ; low strength, ! shrink -swell, ; frost action. !Moderate: ; low strength, ;shrink -swell, ; slope. !Severe: ! slope, ! large stones. !Slight. Severe: slope. !Severe: ; slope. ;Slight. ;Slight. Moderate: : slope. !Severe: ; slope. !Moderate: ; slope. !Severe: ; slope, large stones. Moderate: slope. :Severe: : slope. Severe: slope. Moderate: slope, frost action, ; shrink -swell. !Slight. ;Slight. 1 ;Moderate: ; slope. !Slight. ;Severe: ; large stones. 1 RIFLE AREA, COLORADO Soil name and map symbol 58*, 59*: Potts TABLE 7. --BUILDING SITE DEVELOPMENT --Continued Shallow excavations Dwellings without basements Dwellings with basements Small commercial buildings Local roads and streets Severe: Severe: (Severe: ;Severe: !Severe: evere. slope. slope. ( slope. ( slope. ( (Severe: Severe: Ildefonso (Severe, ;Severe: ;Severe: I slope, slope, I larrge�stones. ( larrge� slope, stones. ( largestones. I large stones. large stones. I . Severe: 60, 61 ;Severe: (Severe: ('Severe: (evere: Severe: ( slope. evere: Rhone , slope. , slope. 62*: 1I , ( ' Rock outcrop. I 1 , Torriorthents. 1 1 I . , Severe: Severe: 63 (Moderate: ;Severe: (Severe: Silas ( floods. I floods. ( floods. I floods. floods. , ( 1 .Severe: 64 'Sever;Severe: ;Severe: (Sslope. IS slope. slope, sloppe. , slope. low strength. ( ' I (I i . 65*. ' Torrifluvents I ' I I 66*: ' ' ( Torriorthents. ( ' . Camborthids. ( ' ` ( ( I ( Rock outcrop. ; ' , , ( , I 67*: i ' ( Torriorthents. ( '1 ` I 1 , Rock outcrop. ( ' I IModerate: (Moderate: 68 'Slight Slight Slight Slight . Vale ' ` ( slope. I low strength. ( ( ' `(Moderate: ode 69 (Moderate: ;Moderate: (Mrte: (Severe: ( odera, Vale . slope. I slope. I Pa . I low strength. ' , 1 70 !Severe: 'Severe: (Severe: (Severe: (Severe: ( slope. Vale ( slope. ( slope. I slope. ( slope. ( ( ( I I 771*: ( ;I : Severe: Severe(Severe: ,Severe: Villa Grove ;Severe: I slope. I slope. slope, ( slope. , slope. I P (, low strength. I I Zoltay ;Severe: ;Severe: 'Severe: , Severe: (Severe: ' 1 ( , slope. slope, slope, I slope, I slope, I shrink -swell. I shrink -swell. I shrink -swell. I low strength, rength, ' 1 ( shrink -swell. .. 1 1 . 72 ,Severe: 'Severe: ,Severe: 'Severe: .Severe: Wenn I wetness. I floods. j wetnesss . floods. I floods, j frost action. , I I 1 ' , * See description of the map unit for composition and behavior characteristics of the map unit. Tanna ( ( 107 110 TABLE 8. --SANITARY FACILITIES --Continued SOIL SURVEY Soil name and map symbol Septic tank absorption fields Sewage lagoon areas Trench sanitary landfill Area sanitary landfill Daily cover for landfill 24*: Rock outprop. 25 !Severe: !Severe: Etoe I slope, ' slope, I large stones. large stones. 1 26*:' ! Farlow ;Severe: ;Severe: I slope, 1 slope, I depth to rock. I depth to Rock outcrop. ! i 27*. i 1 Halaquepts ; ! ; 28, 29 (Severe: ;Moderate: Heldt 1 percs slowly. "I slope. 30 ;Severe: ;Severe: Heldt I percs slowly. I slope. 31 !Severe: ;Severe: Heldt I slope, 1 slope. I percs slowly. 32 :Severe: ;Severe: Holderness Variant ; slope, I slope. I percs slowly. ; ! ! 33 !Severe: ;Severe: Ildefonso I slope, ! slope, 1 large stones. 1 seepage. ! 34 !Severe: ;Severe: Ildefonso I slope, ! slope, large stones. I seepage. ; 1 35*: : 1 Ildefonso !Severe: !Severe: I slope, I slope, ; large stones. I seepage. ; ! Lazear :Severe: !Severe: I depth to rock, I depth to rock, I slope. 1 slope. ' 36, 37 !Severe: Irigul I slope, I depth to rock. 1 ; ; 38*: 1 Irigul !Severe: I slope,. I depth to rock. ! 1 Starman (Severe: I slope, I depth to rock. ;Severe: slope, I large stones: 1 i (Severe: 1 slope, rock. 1 depth to rock. 1 i ;Severe: I too clayey. ;Severe: I too clayey. !Severe: ; too cl-ayey. 1 ! ;Severe: I too clayey. ; ;Severe: I large stones, seepage. See footnote at end of table. ,Severe: 1 slope, I depth to rock. Severe: I slope, I depth to rock. ! ;Severe: I slope, I depth to rock, 1 small stones. ; !Severe: I slope. i ;Severe: I slope. ;Slight ! ;Moderate: 1 slope. :Severe: I slope. ! ! :Severe: I slope. ! ! .Severe: 1 slope, -1 seepage. Severe: ;Severe: slope, I slope, large stones, I seepage. seepage. ! ; ! ;Severe: ;Severe: I slope, ! slope, I large stones, I seepage. 1 seepage. ! ! ;Severe: ;Severe: I slope, ! slope. 1 depth to rock. ;;- ! ! ;Severe: 'Severe: I slope, I slope. I depth to rock. ! ' ; ! ! ! ! 'Severe: 'Severe: I slope, I slope. I depth to rock. 1 ! ! , ;Severe: ;Severe: ! slope, I slope. 1 depth to rock. 1 ; ! ! ! Poor: slope, large stones. Poor: slope, small stones. ;Poor: I too clayey. ;Poor: 1 too clayey. !Poor: I slope, 1 too clayey. 1 !Poor: I slope, ! too clayey. ;Poor: slope, large stones. Poor: slope, large stones. Poor: I slope, I large stones. :Poor: 1 thin layer, ! slope, ; area reclaim. !Poor: 1 slope, 1 thin layer, I area reclaim. !Poor: r slope, I thin layer, ! area reclaim. ;Poor: 1 slope, 1 thin layer, 1 area reclaim. RI ,IFLE AREA, COLORADO TABLE 8. --SANITARY FACILITIES --Continued 111 Soil name and map symbol 39 Jerry '40 Kim 41 Kim '42 Lamphier 43 Limon 414 Morval 45*: Morval Tridell 46 Nihill 47 Septic tank absorption fields :Severe: . 1 peres slowly, I slope. :Moderate: I percs slowly. :Moderate: I slope, I percs slowly. :Severe: I slope. :Severe: I percs slowly, I slope. :Moderate: I percs slowly, I slope - . :Moderate: I percs slowly, I slope. :Severe: 1 slope, I large stones. :Slight Nihill 48 Northwater 49, 50 Olney 51 Olney 52 Parachute 53*: Parachute Rhone :Severe: 1 slope. :Severe: I slope, I depth to rock. ;Moderate: I percs slowly. :Moderate: I percs slowly, slope. ;Severe: 1 slope, depth to rock. :Severe: ; slope, I depth to rock. :Severe: I depth to rock. See footnote at end of table. 1 Sewage lagoon areas :Severe: 1 slope. :Moderate: 1 slope, I seepage. :Severe: ; slope. i :Severe: I slope. Moderate: slope. :Severe: I slope. Severe: slope. Trench sanitary landfill Area ; Daily cover sanitary 1 for landfill landfill :Poor: I slope. :Good. :Fair: : slope. :Poor: I slope. ;Poor: : too clayey. :Fair: 1 too clayey. :Fair: I slope, : too clayey. ;Poor: I slope, : large stones. ;Poor: I small stones. ;Poor: : slope, small stones. :Severe: I seepage, 1 slope, 1 large stones. :Severe: I seepage. ;Severe: I slope, I seepage. :Severe: 1 slope. :Moderate: 1 seepage, I slope. :Severe: 1 slope. :Severe: I slope, 1 depth to rock, 1 seepage. 1 c :Severe: I slope, 1 depth to rock, 1 seepage. :Severe: I slope. :Severe: I slope. (Slight :Slight ;Severe: I slope. (Slight Severe: slope. Severe: too clayey. Moderate: I too clayey. :Moderate: 1 slope. :Severe: I slope. : :Slight !Slight Moderate: :Moderate: too clayey. : slope. :Severe: 1 slope, 1 seepage. :Severe: I seepage. :Severe: 1 slope, I seepage. Severe: :Severe: slope, I slope. depth to rock. Slight ;Slight Slight :Severe: I seepage, I large stones. :Severe: I seepage. :Severe: 1 seepage. :Slight :Severe: I slope, I depth to I seepage. ;Severe: I depth to I seepage. :Severe: I depth to :Moderate: 1 slope. :Severe: slope, rock, ; seepage. :Severe: rock, I slope, I seepage. :Moderate: rock. 1 slope. Poor: slope. ;Fair: 1 small stones. :Fair: I small stones, 1 slope. :Poor: : slope, I small stones, 1 area reclaim. :Poor: I slope, 1 small stones, 1 area reclaim. :Fair: 1 small stones, 1 thin layer, I slope. : 112 SOIL SURVEY TABLE 8. --SANITARY FACILITIES --Continued Soil name and map symbol Septic tank absorption fields 54, 55 Potts 56 Potts 57*: Potts Ildefonso 58*: Potts Ildefonso 59*: Potts Ildefonso 60 ;Moderate: I percs slowly. ;Moderate: I slope, I percs slowly. ;Moderate: ' percs slowly. Severe: slope, large stones. !Severe: I slope. !Severe: Sewage lagoon ; areas Trench sanitary landfill [ Area sanitary landfill Daily cover for landfill I slope, I large stones. !Severe: I slope. ;Severe: Rhone 61 Rhone 62*: Rock outcrop. Torriorthents. 63 Silas 64 Tanna 65*. Torrifluvents 66*: Torriorthents. Camborthids. Rock outcrop. 67*: Torriorthents. Rock outcrop. I slope, I large stones. !Severe: I depth to rock, I slope. ;Severe: I depth tb rock, I slope. ;Severe: I floods. ;Severe: I depth to rock, I percs slowly, I slope. See footnote at end of table. !Moderate: I slope, I seepage. ;Severe: I slope. ;Severe: I slope. ;Severe: I slope, - I seepage. ;Severe: I slope. ;Severe: I slope, I seepage. ;Severe: I slope. ;Severe: I slope, I seepage. ;Severe: I slope. ;Severe: I slope. ;Severe: I floods. ;Severe: I depth to rock, I slope. , ; !Slight ;Slight ;Good. ! '; , (Slight (Moderate: ;Fair: e. ' slo slope. P I ; ; ' i 1 [Slight (Slight ;Good. , ; !Severe: ;Moderate: ;Poor: I large stones. ; slope. I large stones. ; I i (Moderate: ;Severe: ;Poor: I slope. ; slope. ; slope. ;Severe: ;Severe: (Poor: I large stones, ; slope, ; slope, I seepage. I seepage. ; large stones. , !Severe: ;Severe: ;Poor: I slope. I slope. I slope. ;Severe: ;Severe: (Poor: slope, I slope, ; slope, ; large stones, ; seepage. ; large stones. I seepage. ; � ; I ' [Severe: ;Severe: ;Poor: I depth to rock. I slope. I slope. ; 1 ' 1 ' 1 ; ;Severe: ;Severe: ;Poor: I slope, ; slope. ' slope. I depth to rock. ; I I I I ;Severe: ;Severe: ;Good. I floods. ; floods. ; 1 ; Severe: ;Severe: ;Poor: depth to rock, ; slope. ; slope, slope. ; thin layer, i I area reclaim. i ; ' ' ; 1 ; ; 1 1 ; • • 116 SOIL SURVEY TABLE 9. --CONSTRUCTION MATERIALS --Continued Soil name and map symbol Roadfill Sand Gravel Topsoil 1 1 I 1 1 1 24*: ; Dollard ;Poor: ;Unsuited 1 thin layer, 1 I slope, , 1 low strength. 1 I 1 Rock outcrop. ; 1 25 ;Poor: ;Unsuited Etoe 1 slope, 1 1 large stones. 1 1 1 26*: , i Farlow ;Poor: ;Unsuited I slope. I 1 , , f I '1 1 1 Rock outcrop. ; ; 1 1 27*. 1 Halaquepts ; 1 , 28, 29, 30 ;Poor: ;Unsuited Heldt 1 shrink -swell, ;. 1 low strength. I 31 ;Poor: ;Unsuited: Heldt 1 shrink -swell, 1 excess fines. 1 low strength. ; I I 1 32 ;Poor: ;Unsuited Holderness Variant 1 low strength, , 1 shrink -swell. ; 33 ;Poor: ;Unsuited Ildefonso 1 large stones. ; 1 1 Unsuited Unsuited: large stones. Unsuited ;Unsuited ;Unsuited: 1 excess fines. 1 ;Unsuited Poor: slope, too clayey. Poor: slope, small stones. (Poor: slope, 1 small stones. 1 ;Poor: too clayey. ;Poor: I slope, I too clayey. ;Poor: 1 1 slope. 1 ; 1 - ;Unsuited ;Poor: 1 slope, ; 1 large stones. 1 1 1 ; 34 ;Poor: ;Unsuited ;Unsuited ;Poor: Ildefonso I slope, 1 1 I slope, 1 large stones. ; 11 1 large stones. 1 1 35*: 1 1 1 1 1 1 1 Ildefonso ;Poor: ;Unsuited ;Unsuited ;Poor: slope, 1 1 I slope, I large stones. ; 1 1 large stones. ' 1 1 , ,1 Lazear ;Poor: ;Unsuited ;Unsuited ;Poor: ; slope, 1 1 ; slope, thin layer, 1 1 1 small stones, area reclaim. 1 1 1 area reclaim. 36, 37 ;Poor: ;Unsuited ;Unsuited ;Poor: Irigul 1 slope, ; I ; slope, thin layer, 1 ; ; small stones, 1 area reclaim. ; 1 1 area reclaim. 38*: 1 I I 1 I 1 Irigul ;Poor: ;Unsuited ;Unsuited ;Poor: slope, ; 1 1 slope, thin layer, 1 1 1 small stones, area reclaim. 1 11 ; area reclaim. 1 1 1 I Starman ;Poor: ;Unsuited: ;Unsuited: ;Poor: 1 slope, 1 thin layer. 1 thin layer. I slope, 1 thin layer, 1 1 1 area reclaim, .area reclaim. ; 1 1 small stones. 1 1 1 See footnote at end of table. 46 -- Nit 47-- Nih 48 -- Nor 49, 01n 51-- Oln 52 -- Par c153*: Par Rho E AREA, COLORADO TABLE 9. --CONSTRUCTION MATERIALS --Continued Soil name and map symbol Roadfill Sand Gravel •ry 1phier ion •val •val .dell ;Poor:. ; shrink -swell, ; slope, ; low strength. ;Fair: ; low strength. ;Fair: ; low strength. ;Poor: slope. ;Poor: ; low strength, shrink -swell. ;Fair: low strength, shrink -swell, frost action. • ;Fair: ; low strength, shrink -swell, frost action. ;Poor: large stones. ;Good 1111 ;Fair: 1111 ; slope. ;Poor: •thwater ; slope. 50 ;Fair: ley ; low strength. ;Fair: ley ; low strength. 1 ;Poor: 'achute ; slope, ; thin layer, area reclaim. 'achute ;Poor: ; thin layer, ; area reclaim. me ;Fair: thin layer, ; low strength. - See footnote at end of table. ;Unsuited ;Unsuited ;Unsuited ;Unsuited ;Unsuited ;Unsuited ; ;Unsuited 1 ;Unsuited ;Unsuited ;Unsuited ; ;Unsuited ;Unsuited ;Unsuited ;Unsuited Unsuited ;Unsuited Unsuited ;Unsuited Unsuited ;Unsuited Unsuited ;Unsuited 1 Unsuited ;Unsuited Unsuited ;Unsuited Unsuited ;Unsuited Unsuited ;Unsuited Unsuited ;Unsuited Topeoil poor: sloPefeY' too clay Sto- large :Good. ;Fair: slope. poor: sloPe. 'p o o r : clayeY too ;Good• Fair:, poor: slaPe'atones large ;Poor' etorem. ; smallreolel 1 area IpsloPe'stonem. ; S)511reclal ares (poor: sloPe. 1Fair/1 $tO0g5 Smal Fair:l $tones' m , sa sloPe* poor: im sloPei'.eole area (poor: m• SloPereclai area FaireeS. s1o,P1, Stop sm 117 118 SOIL SURV TABLE 9. --CONSTRUCTION MATERIALS --Continued Soil name and ; Roadfill map symbol Sand Gravel Topsoil 54, 55 ;Fair: Potts 1 low strength. 56 ;Fair: Potts ; low strength. 57*: Potts ;Fair: ; low strength. ; Ildefonso ;Poor: ; large stones. 58*: Potts ;Fair: ; slope, ; low strength. 1 Ildefonso ;Poor: large stones. ; 59*: Potts ;Poor: ; slope. Ildefonso ;Poor: ; slope, ; large stones. 1 60 ;Fair: Rhone I slope, 1 thin layer, low strength. 1 61 ;Poor: Rhone ; slope. 62*: Rock outcrop. Torriorthents. 63 ;Fair: Silas ; low strength. 64 ;Poor: Tanna ; slope, ; low strength, ; thin layer. 65*. Torrifluvents 66*: Torriorthents. ; Camborthids. ; Rock outcrop. 67*: Torriorthents. Rock outcrop. See footnote at end of table. ;Unsuited ;Unsuited 1 ;Unsuited ;Unsuited ;Unsuited ;Unsuited ;Unsuited ; ;Unsuited 1Unsuited ; ;Unsuited ;Unsuited ; ;Unsuited ;Unsuited ; ;Unsuited 1 1 ;Unsuited ;Unsuited 1 I 1 1 ;Unsuited 1 i 1 ;Unsuited ; ;Unsuited ;Unsuited 1 1 !Unsuited ; 1 I 1 ;Unsuited Unsuited ;Unsuited 1 1 Fair: small stones. ;Faislr: ope, ; small stones. ;Fair: 1 small stones. ;Poor: large stones. oor: ; slope. ;Poor: ; slope, large stones. ;Poor: slope. 1 ;Poor: slope, large stones. ;Poor: slope. ;Pooslr: ope. ;Good. ;Poor: ; slope, ; too clayey. 1 FORM NO. Gus -32 11/40 .I v WELL LOCATION A$ QRILLEDz SW 1/4 SW 1/4, Sec. 31 Twp. 5 S , Range 91 W 6th DISTANCES FROM SEC. LINES: 900 ft. from Sou th Sec. line. and 50 ft from Wet Sec. line. (north or south) (...t or wean SUBDIVISION: LOT BLOCK FILING(UNIT) 1 STREET ADDRESS AT WELL LOCATION: v PUMP INSTALLATION AND TEST REPORT STATE OF COLORADO, OFFICE OF THE STATE ENGINEER WELL PERMIT NUMBER • 174076 OWNER NAME(S) Jim And Laurie Brunner Mailing Address 0230 Co Rd 261 City, St. zip Silt Co. 81652 Phone ( 303 ) 876-5055 For (Mica Usa arty • PR 0.4 'X 'Si• At� ..*33 WlQ PUMP DATA; Typo Submersible Pump Manufacturer Goulds Design GPM 10 at RPM 3450 , HP 3/4 , Volts 230 , FuII Load Amps 6.4 Pump Intake Depth 95 ' Feet; Drop/Column Pipe Size 1" Inches, Kmd Sch 80 PVC Installation Completed 3/14/94 Pump Model No. l UEJ 0 /412 ADDITIONAL INFORMATION FOR PUMPS GREATER THAT 50 GPM: TURBINE DRIVER TYPE: 0 Electric 0 Engine 0 Other Design Head feet, Number of Stages , Shaft size inches. OTHER EQUIPMENT: Airline Installed 0 Yes 0 No, Orifice Depth ft. . Monitor Tube Installed 0 Yes 0 No, Depth ft. Flow Meter Mfg. Meter Serial No. Meter Readout 0 Gallons, 0 Thousand Gallons, 0 Acre feet, 0 Beginning Reading TEST DATA: 0 Check box if Test data Is submitted on Supplemental Form. Date 3/14/94 Total Well Depth 100' Time 2hr Static Level 44' Dare Measured 3/14/94 Pumping LvI. 90 Rate (GPM) 8 DISINFECTION: Type Chlor ox Amt. Used 2 Cups Water Quality anatysls available. 0 Yes 0 No Remarks a i have read the statements made herein and know the contents thereof, and thatthey 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 theseconc degree and Is punishable as a class 1 misdemeanor.] �t1f}_8,Ac1,WP Mailing Address J .M PUMP CO :F ono_r2.03A .943-8.15-q 0241 Co Rd 167 GlerrL.Tood Spas . Cd B1-601 Namefritle (Please Richard A type or print) Holub Owner Signa Date WELL COMPLETION AND TEST REPORT STATE OF COLORADO, OFFICE OF THE STATE ENGINEER WELL PERMIT NUMBER 174076 OWNER'S NAME(S) Laurie Brunner WATER Wit:10RM Mailing Address 0230 County Road 261 STAMMl1 City, St Zip Silt, Co. 81652 COS Phone (303) 876-5055 APPROVAL tGWS31.91-03 FOR OFFICE USE ONLY CEIVED APR 21 '94 WELL LOCATION AS DRILLED : SV 1/4 SW 114 Sec. 31 TWp. . Range 9111 DISTANCE FROM SEC. LINES : 900 Ft From South Sec. Line. And 50 Ft From pest , '-ine. Or SUBDIVISION: LOT BLOCK FILING (U STREET ADDRESS AT WELL LOCATION : 0230 County Road 261 GROUND SURFACE ELEVATION DATE COMPLE f -ED 03/01/94 ft. DRILLING METHOD : Lir Rotary TOTAL DEPTH 100 ft COMPLETED DEPTH 100 5. GEOLOGIC LOG : Depth Type of Material (Size, Color. Type and Water Located) 000-010 !Topsoil, Dirt 010-042 (Shale — Clay 042-100 1Sandstones, Shales l;n 9.0 0.0 48 6.5 48 100 7. PLAIN CASING OD(in) Kind Wall Size From (ft) To (ft) WATER LOCATED : 60-80 REMARKS: 8. Filter Pack Material Size Interval 9. Packer Placement Type Depth 0: 1sGROUTING RECORD:' Ma.nal Amount Density ': Interval Ptaram.nl cement t +4 sks 6 gal /s 0-4 8 [poured 11. DISINFECTION : Type RTH Arnt Used oz. 12. WELL TEST DATA : (I Check Box If Test Data Is Submitted On Supplemental Form. TESTING METHOD-: kir compressor _ 4-:* IL L?af8lTtriYz-Mc'� i'e 1:-.3/02/3-4 Pumping Level : Total ft. Date/Time Measured 03/01/94 Test Length (his-) 2 Remarks : -r`,rcdttn Ra -1:O haar re_at rho stater/ nts m Puri end know the rrntr,ts thereof d that Choy e fru to MY krto.+ dga (Ptrstgrrt'to Soctic n 244.1 04 (13Yo) CRS. the making of l- 3a statemerrts herein constdutos penury in the second degree and a purrsnubia as a Bass 1 misdomeznor CONTRACTOR : Shelton Drilling Co. Phone. 303-927-4182 Lic. No. 1095 iaiiingAddress PO mss 1059 Basilt, Co. 81621 t f r -o / ha (Pte2s o Typo or Print) 'Jayne Shel ton / Ostnsr. l Dz 03/02.' 4