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HomeMy WebLinkAbout1.0 Application70 ) 625-4448 70 ) 625-2173 ) ) GARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.garfield-county.com SUBDIVISION APPLICATION FORM Doc. #5KP kl366 SUBDIVISION NAME: CLARK SUBDIVISION Type (Choose only one): X Sketch Plan Preliminary Plan Final Plat GENERAL INFORMATION (Please print legibly) • Name of Property Owner: DAVID E. CLARK_3_nsi ANGELA A. CT,ART. > Mailing Address: 6750 CR 301 Telephone: ( > City: Parachute State: Co Zip Code: 81635 Cell: • E-mail address: FAX: • Name of Owner's Representative, if any, (Attorney, Planner, Consu > Stuver,LeMoine & Clifton, P.C. • Mailing Address: P.O. Box 907 Telephone: (97 • City: Rifle State: CO Zip Code: 81650 Cell: ( E-mail address: FAX: (s • Name of Engineer: • Mailing Address: NSA Telephone: ( • City: State: Zip Code: Cell: ( • E-mail address: FAX: ( > Name of Surveyor: BOOKCLIFF SURVEY • Mailing Address: 136 East Third Street Telephone: ( 9 • City: RIfle State: CO Zip Code: 81650 Cell: • E-mail address: FAX: (9 • Name of Planner: �,• Maiailing Address: N/A Telephone: (_ 4EIVED State: Zip Code: Cell: >A&tfrnillalsl6&ss: FAX: GARFIELD COUNTY BUILDING & PLANNING Last Revised 7/1/08 - Location of Property: Section Assessor's Parcel Number: Practical Location / Address Parachute, Colorado GENERAL INFORMATION continued... 7 Township 7S Range 94W 24 0 5. 0 1 1 _0 0. 0 8 1 of Property: 6750 County Road 301 81635 Current Size of Property Number of Tracts / Lots Property Current Land Use 1. Property's Current 2. Comprehensive Plan Proposed Utility Service: Proposed Water Source: (See "Attachment C" to be Proposed Method of Sewage Proposed Public Access Easements: Ditch: - Total Development Area to be Subdivided (in Created within the Designation: Zone District: acres): 40.715 Proposed Subdivision: ARRD 3 Map Designation: Well Outlying Residential completed with Preliminary Plan Application) Disposal: ISDS VIA: County Road 301 Utility: (fill in the appropriate boxes below): (1) Residential Units 1 Lots Size (Acres) ded Single -Family Duplex Multi -Family 3 40.715 As Required by Code Mobile Home Total 3 40.715 '(2) Commercial Floor Area (sq. ft.) Size (Acres) Parking Provided 1(3) Industrial (4) Public / Quasi -Public (5) Open Space / Common Area Total ➢ Base Fee: Sketch Plan - $325.00; Preliminary Plan - $675.00; Final Plat - $200 > Plat Review Fee (see attached fee schedule) I. THE SUBDIVISION PROCESS In order to subdivide land in Garfield County, an Applicant is required to complete the following land use processes in the following order: 1) Sketch Plan Review Process, 2) Preliminary Plan Review Process, and 3) Final Plat Review Process. This section will briefly describe the nature of each process and provide general direction including subdivision regulation citations to a potential applicant requesting subdivision approval in Garfield County. All of the Garfield County Zoning and Subdivision Regulations are located for purchase at the Planning Department and can also be found on the World Wide Web at the following address: http://www.qarfield-county.com/buildinq and planning/index.htm A) The Sketch Plan Review (Section 3:00 of the Subdivision Regulations) 1. Purpose The purpose of the Sketch Plan process is to allow an individual an opportunity to propose a subdivision in a "sketch" format to the Planning Department and the Garfield County Planning Commission in order to obtain a cursory review for compliance with the County's land use review documents, regulations, and policies to identify any issues that would need to be addressed if the proposed subdivision were to be pursued. 2. Applicability Any individual proposing a subdivision in Garfield County is required to complete the Sketch Plan review process as the first step in Garfield County's Subdivision process. More specifically, Garfield County defines a subdivision (Section 2:20.48) as the division of a lot, tract or parcel of land into two (2) or more lots, tracts, parcels or separate interests, or the use of any parcel of land for condominiums, apartments or other multiple -dwelling units, as further defined by Colorado state law. 3. Application / Submittal Requirements In order to apply for a Sketch Plan Review an Applicant is responsible for reviewing Section 3:00 of the Subdivision Regulations and providing enough information to the Planning Department in the application to conduct a thorough review and provide the resulting comments to the Planning Commission for their review and comments. Specifically, Section 3:30, 3:32, and 3:40 of the Subdivision Regulations contain the specific information required to be submitted to the Planning Department in order to satisfy the application requirements in addition to the information requested on this application form. 4. Process / Public Meeting The Sketch Plan review process is considered a 1 -step process because the application is reviewed only by the Planning Commission at a public meeting. In order to appear before the Planning Commission, an applicant will have submitted all required application submittal requirements mentioned above to the Planning Department Staff. Once submitted, Staff will have 15 working days to review the application to determine if all the required submittal information has been submitted as required. If Staff determines that all the required information has been submitted, a letter will be sent to the applicant indicating the application has been deemed "technically complete." 3 It is at this point Staff will also indicate when the application has been scheduled to be reviewed before the Planning Commission and will request the applicant supply additional copies to provide the Commission for their review. If Staff determines that all the required information has not been submitted, a letter will be sent to the applicant indicating the application does not comply with the submittal requirements and therefore has determined the application to be "technically incomplete." The letter will also outline the applications deficiencies so that the applicant knows what additional information needs to be submitted. At this point, the applicant has 6 months (180 days) to provide the necessary information to the Planning Department to remedy the application so that it may be deemed technically complete. If the application has not been deemed technically complete within this time, the application will be terminated. Once the application has been deemed technically complete and a date has been established as to when the Planning Commission will review the application, Staff will conduct a land use review of the application using the County's land use regulatory documents including the Zoning Resolution, Subdivision Regulations, and the Comprehensive Plan of 2000. In addition, Staff will also consider referral comments provided from a variety of state and local agencies who may also review the application. As a result, Staff will write a Memorandum on the proposed subdivision to the Planning Commission containing the results on the land use analysis. This Memorandum will also be furnished in advance to the applicant. At the date and time set for the public meeting before the Planning Commission, Staff will present the findings in the Memorandum and the applicant will be required to present the proposed subdivision and respond to comments and questions provided by the Planning Commission. The comments provided to the Applicant by the Planning Department and the Planning Commission as a result of the Sketch Plan Process will be kept on file in the Planning Department for 1 -year from the meeting date before the Planning Commission. If an Applicant does not submit a Preliminary Plan application to the Planning Department within the 1 -year timeframe, the Sketch Plan file will be closed and the Applicant will need to reapply for a Sketch Plan review prior to a Preliminary Plan review. B) Preliminary Plan Review (Section 4:00 of the Subdivision Regulations) 1. Purpose The purpose of the Preliminary Plan review process is to conduct a thorough review of the many aspects that are associated with dividing land in Garfield County for the purposes of residential, commercial, and industrial development. This is the most intensive review step where the Building and Planning Staff, the Planning Commission, and the Board of County Commissioners (BOCC) will conduct a thorough review of all the issues associated with the proposed subdivision against the County's regulatory requirements. Ultimately, the purpose of this process is to identify all the major issues in the proposed subdivision by using the County's Zoning Resolution, Subdivision Regulations, Comprehensive Plan of 2000, as well as other state and local referral 4 agencies that will provide comments on any issues raised in their review. This is the process that will either approve or deny the application request. 2. Applicability Any individual proposing a subdivision in Garfield County is required to complete the Preliminary Plan review process as the second and most intensive step in Garfield County's Subdivision process. More specifically, Garfield County defines a subdivision as the division of a lot, tract or parcel of land into two (2) or more lots, tracts, parcels or separate interests, or the use of any parcel of land for condominiums, apartments or other multiple -dwelling units, as further defined by Colorado state law. 3. Application / Submittal Requirements In order to apply for a Preliminary Plan Review, an Applicant must have already completed the Sketch Plan review process addressed in Section 3:00 of the Subdivision Regulations. An applicant requesting Preliminary Plan review will be required to submit this application form, all the required submittal information contained in Sections 4:40 to 4:94 of the Subdivision Regulations as well as address all of the applicable Design and Improvement Standards in Section 9:00 of the Subdivision Regulations. In addition to the substantive submittal information related to the proposed subdivision project itself, an applicant is required to complete all the public notice requirements so that legal public hearings can be held before the Planning Commission and the BOCC which is addressed in Sections 4:20 — 4:31 of the Subdivision Regulations. 4. Process / Public Hearings The Preliminary Plan review process is considered a 2 -step process because the application is ultimately reviewed by two County decision-making entities during public hearings: the Planning Commission who makes a recommendation to the BOCC. In order to obtain dates for the public hearings before the Planning Commission and the BOCC, an applicant will have submitted all required application submittal requirements mentioned above to the Planning Department Staff. Once submitted, Staff will have 30 working days to review the application to determine if all the required submittal information has been submitted as required. If Staff determines that all the required information has been submitted, a letter will be sent to the applicant indicating the application has been deemed "technically complete." It is at this point Staff will also indicate when the application has been scheduled to be reviewed before the Planning Commission / BOCC. Additionally, Staff will provide the applicant with the notice forms to be mailed, published, and posted. If Staff determines that all the required information has not been submitted, a letter will be sent to the applicant indicating the application does not comply with the submittal 5 requirements and therefore has determined the application to be "technically incomplete." The letter will also outline the applications deficiencies so that the applicant knows what additional information needs to be submitted. At this point, the applicant has 6 months (180 days) to provide the necessary information to the Planning Department to remedy the application so that it may be deemed technically complete. If the application has not been deemed technically complete within this time, the application will be terminated. Once the application has been deemed technically complete and a date has been established as to when the Planning Commission / BOCC will review the application, Staff will conduct a land use review of the application using the County's land use regulatory documents including the Zoning Resolution, Subdivision Regulations, and the Comprehensive Plan of 2000. In addition, Staff will also consider referral comments provided from a variety of state and local agencies who may also review the application. As a result, Staff will write a Memorandum on the proposed subdivision to the Planning Commission / BOCC containing the results on the land use analysis. This Memorandum will also be furnished in advance to the applicant prior to the public hearings. As mentioned above, Staff makes a recommendation to the Planning Commission and the BOCC regarding the issues raised in the analysis of the proposed subdivision. The Applicant will first propose the subdivision to the Planning Commission who is responsible for making a recommendation of approval, approval with conditions, or denial to the BOCC. Next, the application will be reviewed by the BOCC during a regular public hearing. The BOCC will consider the recommendations from the Planning Staff and the Planning Commission, the information presented by the applicant, and the public. As a result, the BOCC is the final decision-making entity regarding the proposed subdivision and will either approve, approve with conditions, or deny the application. If the BOCC approves the subdivision application at the public hearing, the approval shall be valid for a period not to exceed one (1) year from the date of Board approval, or conditional approval, unless an extension of not more than one (1) year is granted by the Board prior to the expiration of the period of approval. (See the specific information provided in Section 4:34 of the Subdivision Regulations.) Following the hearing, Staff will provide a resolution signed by the BOCC which memorializes the action taken by the Board with any / all conditions which will be recorded in the Clerk and Recorder's Office. Once an applicant has Preliminary Plan approval, they are required to complete the third and final step in the County's Subdivision Process: Final Plat Review. C) Final Plat Review (Section 5:00 of the Subdivision Regulations) 1. Purpose The purpose of the Final Plat review process is to provide the applicant with a mechanism to prove to the County that all the conditions of approval required during the Preliminary Plan review process have been met / addressed to the satisfaction of the Planning Staff and the BOCC. This being the case, the chairman of the BOCC will sign the Final Plat and have it recorded memorializing the subdivision approval granted by the BOCC. This is the last step in the County's subdivision process. 6 2. Applicability Any individual proposing a subdivision in Garfield County is required to complete the Final Plat review process as the third and last step in Garfield County's Subdivision process. More specifically, Garfield County defines a subdivision as the division of a lot, tract or parcel of land into two (2) or more lots, tracts, parcels or separate interests, or the use of any parcel of land for condominiums, apartments or other multiple -dwelling units, as further defined by Colorado state law. 3. Application / Submittal Requirements In order to apply for a Final Plat review, an Applicant must have already completed the Preliminary Plan review process addressed in Section 4:00 of the Subdivision Regulations. An applicant requesting Final Plat review will be required to submit this application form, all the required submittal information contained in Section 5:00 of the Subdivision Regulations and responses to all the conditions of approval required as part of the Preliminary Plan review process. 4. Process The Final Plat review process is considered a 1 -step process because the application is ultimately reviewed by the Building and Planning Staff and presented to the BOCC for their signature if the application satisfies all the required submittal information to the satisfaction of the Building and Planning Department. If Staff determines that all the required information has been submitted, a letter will be sent to the applicant indicating the application has been deemed "technically complete." It is at this point Staff will also indicate when the application has been scheduled to be presented to the BOCC for signature. (This is not a public hearing or meeting and therefore does not require public notice.) If Staff determines that all the required information has not been submitted, a letter will be sent to the applicant indicating the application does not comply with the submittal requirements and therefore has determined the application to be "technically incomplete." The letter will also outline the applications deficiencies so that the applicant knows what additional information needs to be submitted. Once the application has been deemed technically complete and a date has been established as to when the BOCC will review the Final Plat, Staff will review the application / Final Plat in terms of adequacy to determine if all the submittal information satisfies the Final plat requirements as well as the responses to the conditions of approval. During this review, Staff will forward the Final Plat the County Surveyor for review and a signature. In the event there are additional questions or clarification issues to be addressed, the County Surveyor will generally contact the applicant to have the plat adjusted as necessary. Once, Staff has completed the review and all required information has been submitted to the satisfaction of the Planning Department and the County Surveyor has signed the Final Plat in Mylar form, it will be scheduled at the next 7 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.garfield-countv.com/building and planning/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. jettA.ri e6J g - (Signature of Property Owner) ( Date 8 GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT AGREEMENT FOR PAYMENT FORM (Shall be submitted with application) GARFIELD COUNTY (hereinafter COUNTY) and DAVID E. CLARK and ANGELA A. CLARK (hereinafter APPLICANT) agree as follows: 1. APPLICANT has submitted to COUNTY an application for SKETCH PLAN (hereinafter, THE PROJECT). 2. APPLICANT understands and agrees that Garfield County Resolution No. 98-09, as amended, 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 Signature Date: -7./- o ,s - David E.Clark Print Name Mailing A dress: A75-6 ` 301 Lai liczracitu.fe_ ( (D '/6» 10/2004 Page 4 Angela A.Clark DAVID E. CLARK AND ANGELA A. CLARK 6750 County Road 301 Parachute, CO 81635 970-625-2173 Fred Jarman, Director Building and Planning Department Garfield County 109 Eighth Street Glenwood Springs, CO 81601 RE: Sketch Plan Application Dear Mr. Jarman: This letter will confirm the authorization given by us for Barbara L. Clifton of Stuver, LeMoine & Clifton, P.C., to be the Owner's Representative. Sincerely, David E. Clark Anna A. Clark CLARK SUBDIVISION SKETCH PLAN APPLICATION SUPPLEMENTAL INFORMATION A. Source and Amount of Water Supply Potable water for the proposed subdivision will be supplied through a water well permitted with Colorado Division of Water Resources No. 210028. The well has already been drilled. The permit allows water to be used for fire protection, ordinary house hold purposed inside up to 3 single family dwellings, the irrigation of not more than one acre of home gardens, and the watering of domestic animals. Applicants will develop a water sharing agreement for the well and well and waterline easements. Copies of the well permit and related documents are attached. B. Proposed Type of Sewage Disposal Each lot will utilize an Individual Sewage Disposal System. All new systems will be designed by a Colorado registered professional engineer. C. USDA Soil Conservation Service Soil Designations. Information from the NRCS Web Soil Survey has been attached. The area is comprised of two soil types: Morval Loam (3 to 12 percent slopes) and Vale Silt Loam (6 to 12 percent slopes). Included in the attachment are several of the implementation tables from the Soil Survey. D. Statement Assessing the Impact of the Proposed Subdivision on Lakes, Streams and Topography of the Site. The site is intended to remain rural in nature. No major drainage ways are located on the property and there are no natural features bordering on or within the property that will be affected. The property is elevated above the one hundred (100) year floodplain. E. Statement Assessing Potential Radiation Hazard. Please refer to the attached letter from Yeh & Associates, Inc. dated April 17, 2008.There is no evidence that radioactive material has been placed or stored on the property or that a radiation hazard exists on the property. F. Evidence of Access to Public Right -Of -Way. Each lot in the subdivision will have direct access to County Road 301. Please see the vicinity map on the sketch plan map. G. Anticipated Source of Electricity, Natural Gas, Telephone and Cable Television Services. Electricity is anticipated to be provided by Holy Cross. Telephone is anticipated to be provided by Qwest. Natural gas and cable television are not available. A satellite television system is anticipated. JL'L-09-2004 09:05AM FROM-DIV5WATERES 9709458741 T-107 P.004/006 F-607 GWS -25 COLORADO DIVISION OF WATER RESOURCES = 818 Contvnnial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866.3581 APPLICANT DAVID E. CLARK 3535 COUNTY ROAD 355 PARACHUTE, CO 81635 (970)285-7470 PERMIT TO CONSTRUCT A WELL 1095 WELL PERMIT NUMBER 210 0 2 8 DIV. 5 CNTY. 23 WD 45 DES. BASIN MD Lot: Block: Filing: Subdly: EIPPROVED WELL LOCATION GARFIELD COUNTY NE 1/4 NE 1/4 Section 7 Twp 7 S Rng 94 W 6th P.M. DISTANCES FROM SECTION LINES 5050 Ft. from SOUTH Section Line 200 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 oomplianoe with the Water Well Construction 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 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(Il)(A) as the only well on a tract of land of 40 acres described as the NE Ya, NE Y., Sec. 7. Twp. 7 South, Rng. 94 West, 6th P.M., Garfield County, 4) The use of ground water from this well is limited to fire protection, ordinary household purposes Inside up to 3 single family dwellings, the irrigation of not more then one 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 DMW Receipt No. t, f Einem DATE ISSUED JUN 0 91999 by EXPIRATION DATE 0 ' 1999 REPORT DATE Wed Apr 12 14:42:08 MDT 2000 COLORADO WELL APPLICATIONS AND PERMITS COLORADO DIVISION OF WATER RESOURCES Receipt 0431543 Permit 210028 Div 5 Wd 45 Basin Md Engineer DV5 User NLH >Full Name Uses CLARK DAVID E Address DOMESTIC 3535 CR 355 Cit State Zip ISSUED UNDER PRESUMPTION 3b -IIA PARACHUTE CO 81635 Pump Rate Ann Amt Depth Telephone Proposed 15.00 0 0 (970) 285-7470 Actual 15.00 0 140 Case Irrigated Area 0 acres Permit XRef 0 Elevation 0 Well Name Perf Casing Top 90 County GARFIELD Perf Casing Bottom 140 Q10 Water Level 85 Q40 NE Aquiferl ALL UNNAMED AQUIFERS Q160 NE Aquifer2 Sec 7 Driller 1095 Ts 7 South Pump Installer 1196 Rng 94 West Statute Meter Log Qual AbReq Pm Sixth 6023 No No No No 5050 feet from South Section line Comment 200 feet from East Section line Subdivision Filing Block Lot Parcel Size PIN 40.00 Main Activity U6-12-1998 Well permit issued. Interim Status Last Action 10-19-1998 Pump installation report received. Permit Issued 06-09-1998 Permit Expires 06-09-2000 Expire Notice Sent Well Const Report 07-27-1998 Well Const Complete 07-09-1998 Well Report (Non-trib) Pump Install Report 10-07-1998 Pump Install Complete 08-12-1998 1st Beneficial Use Statement Benef. Use Benef Use (Non-trib) Abandonment Report Well Plugged JLL-09-2004 09:04AM FROM-DIV5WATERES 9705458741 T-107 P 002/006 F-607 FEIRM MU. 1110.31 10194 . 1 V- . PUMP INSTALLATION T 1ON AND ' STATE OF COLORADO, OFFICE OF TEST REPORT THE STATE ENGINEER For ORioo Uoo vnlp RECEIVED OCT Q 7 1998 w�a �aA uR $ s E �u&i °010' 1. WELL PERMIT NUMBER 210028 2. OWNER Mailing City Phone NAME(S) David E. Clark Address 3 5 3 5 Co R c3 3 5 5 St. Zip Parachute Co 81635 (970 ) 285-7470 3, WELL LOCATION AS DRILLED: NE 1/4 NE 1/4, Sec. 7 Twp 7 s . Runge! 9dw fi DISTANCES FROM SEC. LINES: rasp ft from line. and ft. from - Sec. Zine. BLOCK FIUNG(UNPT) SUBDIVISION: STREET llar� pauterSeo, ,-,2.00 _ LOT ADDRESS AT WELL LOCATION: 4. PUMP DATA; Type Submersible Installation Completed 3/12/93 Pump Design Pump ADDITIONAL Manufacturer Goulds Pump Model No. 1 3GS1 541 2L , GPM 17 at RPM 3450 , HP 1 .5 , Volts 230 , Full Load Amps 13.6 . Intake Depth 135' Feet, Drop/Column Pipe Size 1 j" Inches, IGnd SCO 80 PVC . INFORMATION FOR PUMPS GREATER THAT 50 GPM: - . TURBINE DRIVER TYPE: Q Electric Q Engine Design Head feet, Number of 0 Other Stages , Shaft size inches. & OTHER EQUIPMENT: _ . Monitor Tube Installed ill Yes 0 No, Depth ft Airline Flow Meter t-� Installed II Yes ❑ No, Orifice Depth ft. Meter Mfg. Meter Serial No. Readout EJ Gallons, a LI Thousand Gallons, ❑ Acre feet, Beginning Readin. 6. TEST Total Taal Static Date DATA: El Check box if Test data Daae Well Depth 140' Time is submitted on Supplemental Form. ____.8./.1.1_49.8 - 2 TIP _ Level &e t Rate (GPM) 15 Measured • Pumping Lvl. 94' 7. DISINFECTION: Type Ch1Qr.Qx Amt Used 1 /3 Cup - . 8. Water No Quality analysis available. * Yes ❑ 9. Remarks 10. I have [Pursuant degree CONTRACTOR Mailing read the statements made herein and know the contents thereof, and that they are true to my knowledge. to Section 24-4-104 (13)(e) G.R.S., the making of false statements herein constitutes perjury in the second and is punishable as a class 1 misdemeanor.; .1 R re pi,a,pp f pPhone ( 970) 945-6159 Lie. No. 1196 , Address _1611 Co Rd 1'17 Glen Spgs Co 51 a1 Name/Title (Please type or pilaf) Richard A. Holub Owner Sign-' a .� �r ��//J� nJ /7 r� ���/u.�Gl' , Y bl Date /l %% %/ Qek- JLL-09-2004 09:05AM FROM-DIV5WATERES 9709458741 T-107 P OC3/006 F-607 WELL CONSTRUCTION AND TEST REPORT STATE OF COLORADO, OFFICE OF THE STATE ENGINEER FOR OFFICE, USE ONLY RECEIVED • WELL PERMIT NUMBER 210028 a, Owner Name(s) : David Clark Mailing Address : 3535 County road 355 City, St.Zp : Parachute, Co. 81685 Phone (970) 285-7470 JUL 2 7 1598 v:A)r(7 r,ESCUri(..s STA if; Erf,rr¢EH APPROVAL # GW531-x1-03 C'.:, 3. WELL. LQCAi1ON_AS DRILLED: NE 1)4 NE 114 Sec. 07 Twp. 075 Range 94W DISTANCES FROM SEC. LINES: 5050 R from South Sec_ tine. and 200 ft_ from East Sec. Zine- OR SUBDIVISION : LOT BLOCK EILING(UNIT) STREET ADDRESS AT MLL LOCATION : 4 GROUrI!5 IJRFA E ELEvAITM ft. DRILLING METHOD Air notary DATE COMPLETED 07109!98 TOTAL DEPTH 140 ft. DEPTH COMPLETED 140 ft- 5. GEOLOGIC LOG : 6. HOLE DIM cml FROM (ft1 TO ail Depth Type of Material (Size, Color, anti Type) 9.0 0 26 a � • ' 140 Volcanic Rocks. Clays 6.5 25 140 7. PLAIN CASING OR (in Kind Wall Site From (ft) To (it) 7.0 Steel 0.240 -1 26 Steel 20 90 Steel .188 100 120 PERF. CASING : Screen Stet Size : 5.5 Steel .188 9D 10D Steel .188 120 140 WATER LOCATED : 95. 115 Material Size : Interval Pack : : 9. Packer Ptacement Type : Depth : REMARKS : 10. GROUTING RECORD - Materieti Amount annoy Interval Piacoment cement 3 Sits 16 gal 6-26 poured 11. DISINFECTION : Type : HTH Amt. Used : 2 °z 12. WELL TEST DATA : [ l Checic Box if Test Data Is Submitted On Supplemental Form. TESTING METHOD : Air Compressor Static Level : 90 ft. Date/lime Measured : 07/09/98 Production Rate . 15 9Pm• Pumping Level : Total ft. Date rime Measured : 07/09/98 Test Length : 2 hrs. Remarks : 13. v4,,,,,,-,74.,,, . a(emmae" m. • ncrmn an. varrtor ... . ala . m my p -, to 4d110n idr(.9NA1 Ck , rn..+a a fm.r.ate neva ee iehaer ocGnd uau c i� nlet� n en a ruga 1 rnuoatnaa't .) Phone :970 927 4182 CONTRACTOR . Shelton Drilling Corp. (970) ii0 aA A. • t:.« ` M :a 1 ... .e i ' IY - .. Gia AA:. Name die (Please Type or Print) Sig :r - •a e 07121/98 Wayne Shelton 1 President // kleiti ORIGINAL Planning Office - Rifle Airport Administrative Building 0375 County Road 352 — Building #2060 (970) 625-5903 October 23, 2008 David and Angela Clark 6750 CR 301 Parachute, CO 81635 RE: Sketch Plan for the Clark Subdivision Dear Mr. Clark, Garfield County BUILDING & PLANNING DEPARTMENT As I conveyed to you via email last week, this office is in receipt of the application that you have submitted on August 26th, 2008 for the Clark Subdivision Sketch Plan. It was received to the Rifle Airport Office on September 2°d. This letter is to inform you that the application is deemed technically complete. Please understand that a determination of technical completeness shall not be viewed as a recommendation of approval, finding of an adequate application, or a finding of general compliance with any goal or objective of the Garfield County Subdivision Regulations. The application will be reviewed by Staff and a report will be sent to you. This application is scheduled for a Planning Commission meeting Wednesday, December 10th, 2008 at 6:30 PM to discuss and review. At this meeting, there will be no formal decision made. Planning Commission will give you comments that will be applied towards your Preliminary Plan. The meeting will be held in the Commissioners' Meeting Room in the Garfield County Plaza Building, 108 Eighth Street, Glenwood Springs, Colorado. Comments from agencies will be sent to you, as well. [Note: Please submit Thirteen (13) additional updated copies of the completed application to this office no later than Monday, November 2008. If the copies have not been submitted by this date, your meeti g date may be jeopardized.] These are necessary for technical review by area agencies, as well as for use by the Board. Do not hesitate to contact this office should you have further questions. Regards, Dustin Dunbar AICP, MPA Senior Planner 970.625.5903 Cc: Barb Clifton, Stuver, LeMoine & Clifton, PC, PO Box 907, Rifle CO 81650 108 Eighth Street, Suite 401 i Glenwood Springs, CO 81601 (970) 945-8212 • (970) 285-7972 • Fax: (970) 384-3470 ii* Yeh and Associates, Inc. Consulting Engineers & Scientists April 17, 2008 Project No. 28-036 Mr. Dave Clark 6750 County Road 301 Parachute, CO 81635 Subject: Radiation Survey, Homs Mesa Subdivision, 6750 CR 301, Parachute, Garfield County, Colorado. Dear Mr. Clark, This report presents the results of Yeh and Associates, Inc. radiation survey for the subject site. The evaluation is intended to provide a cursory assessment of the background radiation levels for this property. This investigation consisted of field reconnaissance and on- site monitoring per our proposal dated January 10, 2008. Investigation and Site Conditions The parcel is located at the intersection of County Road 301 (Morrisania Mesa Road) and Cache Creek Road, approximately three miles southeast of Rulison, Colorado and seven miles east of Parachute, Colorado, on Holms Mesa in Garfield County (Figure 1). At the time of our investigation, most of the parcel was used as a pasture. A residence and outbuildings were also located on the site. The topography of the site was moderately sloping, at an approximate grade of 9 percent, generally down to the north. A small, approximately 0.2 acre, pond was located in the northeast corner of the site. At the time of our visit, the pond was empty. The pond was located along a roughly north -south trending ditch that drained the site from the southeast corner. Vegetation on the property included irrigated grasses with some scrub brush on the eastern edge. A gamma radiation survey was conducted on the property on April 14, 2008. Approximate monitoring points and radiation readings are shown on Figure 1. Gamma radiation measurements were taken on an approximate 320 -foot grid using a Ludlum Model 19 Micro R Meter. Readings were taken within 3 feet of the ground surface and at ground surface at grid points. The meter was left on during the traverse of the grid to scan along the gridlines. The 25 readings taken on the property ranged from 12 to 15 micro -roentgens per hour (pR/hr) using a range selector of 25 pR/hr. The readings averaged 14 pR/hr. Conclusions Based on our experience and investigation, these readings are typical in this area and we believe mitigation of naturally occurring radioactive material (NORM) should not be required in the project area. However, areas of deep excavation, or excavation below the pond area, may encounter materials with elevated levels of NORM. Additionally, in Colorado buildup of radon gas in unacceptable levels often occurs in structures that are sealed to minimize air exchange. Passive and active mitigation procedures are commonly employed in this region to effectively reduce the buildup of radon gas. While we 570U Last Evans ,Avenue, Ocn4cr, ( t) 502. 170 Mel Ray Road. Glenwood Springs. CO 81601 570 'turner Drive. Suite D, Durango. Cr) 81303 Homs Mesa Subdivision 6750 County Road 301 Parachute, Colorado Project No. 28-036 suspect radon gas will not present a significant hazard at this site, if the occurrence of radon is of concern to the owner, we recommend a dwelling be tested and monitored after construction and commonly utilized techniques employed to reduce the risk. Build-up of radon gas can usually be mitigated by providing frequent exchange of air within the structure and sealing joints and cracks adjacent to the subsoils. More information is available at http://www.epa.goviradon/construc.html. Limitations This report was prepared in accordance with generally accepted engineering practices in this area for use by the client for preliminary planning purposes. The preliminary conclusions and recommendations submitted in this report are based upon data obtained from the observations and measurements made in the field and a cursory review. The findings and recommendations given in this report are site-specific, and are valid for the subject property. Respectfully submitted, YEH AND ASSOCIATES, INC. (.tC Sylvia White Staff Geologist Reviewed by: Richard D. Johnson, P.E. Senior Geotechnical Engineer 2 14 Lot 4 Access 1 l Shed Easement o Shed, I{ l Shed Lot3 I Lot2 Fence 1191Pl_ -71 Quonset by r v Light pole 'Dog Kennet Lot 1 14 14 14 14 Property Boundary 14 Base map provided by Bookcliff Survey Services, Inc. Legend: Topographic map created with TOPO!®O National Geographic Project #28-036 Vicinity Map Not to Scale Indicates approximate locations and measured radiation levels (pR/hr) 200 0 100 200 SCALE: 1' = 200' Approximate Locations of Radiation Survey Points Figure 1 LIMIT OF SOIL SURVEY 17 1. 25 . CC)n FLT 66 INSET (Joins sheet 15) 17 38 SOIL SURVEY 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 120 days. Typically, the surface layer is brown silt loam about 7 inches thick. The subsoil is brown silt loam and silty clay loam about 19 inches thick. The substratum is pink silt loam to a depth of 60 inches. Included with this soil in mapping are small areas of Morval soils that have slopes of 3 to 6 percent. These areas make up 5 to 10 percent of the map unit. Permeability is moderate, and available water capacity is high. Effective rooting depth is more than 60 inches. Surface runoff is medium, and the erosion hazard is moderate. This soil is used mainly for irrigated crops and hay. Small grains, corn, potatoes, alfalfa, and grass hay are grown. Small areas are used for grazing. This soil is usually irrigated by flooding, but furrows or sprinklers are also used. The native vegetation on this soil is mainly need- leandthread, wheatgrass, muttongrass, 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. Pubescent wheatgrass, western wheatgrass, and big bluegrass are suitable for seeding. Preparing a seedbed and drilling the seed are good practices. Cottontail rabbit, mourning dove, wild turkey, and mule deer find habitat on this soil. Community development and recreation are limited by low strength and clayey texture. Roads, ditches, and building foundations can be designed to compensate for these limitations. This soil is in capability subclass Ille, irrigated and nonirrigated. 69—Vale silt loam, 6 to 12 percent slopes. This deep, well drained, moderately sloping to rolling soil is on mesas, benches, and alluvial fans. Elevation ranges from 5,000 to 7,200 feet. This soil formed in calcareous eolian material. The average annual precipitation is about 14 inches, the average annual air temperature is about 48 degrees F, and average frost -free period is about 120 days. Typically, the surface layer is brown silt loam about 7 inches thick. The subsoil is brown silt loam and silty clay loam about 19 inches thick. The substratum is pink silt loam to a depth of 60 inches. Included with this soil in mapping are small areas of Morval soils that have slopes of 6 to 12 percent. These areas make up 5 to 10 percent of the map unit. Permeability is moderate, and available water capacity is high. Effective rooting depth is more than 60 inches. Surface runoff is medium, and the erosion hazard is moderate. This soil is used mainly for irrigated crops and hay. Small grains, corn, potatoes, alfalfa, and grass hay are grown. Some areas are used for grazing. This soil is usually irrigated by flooding, but furrows or sprinklers are also used. The native vegetation on this soil is mainly need- leandthread, wheatgrass, muttongrass, 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. Pubescent wheatgrass, western wheatgrass, and big bluegrass are suitable for seeding. Preparing a seedbed and drilling the seed are good practices. Cottontail rabbit, mourning dove, wild turkey, and mule deer find habitat on this soil. Community development and recreation are limited by low strength, clayey texture, and slope. Roads, ditches, and building foundations can be designed to compen- sate for these limitations. This soil is in capability subclass IVe, irrigated and nonirrigated. 70—Vale silt loam, 12 to 25 percent slopes. This deep, well drained, strongly sloping to hilly soil is on mesas, mesa sides, and alluvial fans. Elevation ranges from 5,000 to 7,200 feet. This soil formed in calcareous eolian material. 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 120 days. Typically, the surface layer is brown silt loam about 7 inches thick. The subsoil is brown silt loam and silty clay loam about 19 inches thick. The substratum is pink silt loam to a depth of 60 inches. Included with this soil in mapping are small areas of Morval soils that have slopes of 12 to 25 percent. These areas make up 10 to 18 percent of the map unit. Permeability is moderate, and available water capacity is high. Effective rooting depth is more than 60 inches. Surface runoff is medium, and the erosion hazard is severe. This soil is used mainly for wildlife habitat, recreation, some hay, and grazing. The native vegetation on this soil is mainly need- leandthread, wheatgrass, muttongrass, and sagebrush. When the range is in poor condition, undesirable weeds and annual plants are numerous. Properly manag- ing grazing maintains and improves range condition. Re- ducing brush improves the range. Seeding improves range on the more gently sloping areas, if it is in poor condition. Pubescent wheatgrass, western wheatgrass, 106 TABLE 7. --BUILDING SITE DEVELOPMENT --Continued SOIL SURV Soil name and map symbol Shallow excavations Dwellings without basements Dwellings with basements Small commercial buildings Local roads and streets 43 ;Moderate: ;Severe: ;Severe: 'SSevere: Limon 1 too clayey. i ! shrink -swell. I shrink -swell. Ishrink-swell. low strength, I ! , I 1 shrink -swell. i>44(Slight (Moderate: (Moderate: (Moderate: Moderate: Morval ; I shrink -swell. I shrink -swell. I slope, low strength, I I shrink -swell. shrink -swell, II frost action.I 1 !45*: Morval ;Moderate: ;Moderate: !Moderate: ;Severe: Moderate: slope. I shrink -swell, I shrink -swell, I slope. low strength, ! slope. I slope. I shrink -swell, ! 1 I slpe. 1Tridell ;Severe: !Severe: ;Severe: ;Severe: Severe: I slope, I slope, I slope, I slope, slope, I large stones. I large stones. I large stones. I large stones. large stones. 46 ! I 1 Nihil! (Severe: Slight ;Slight ;Slight (Slight. I cutbanks cave. I � I I 47ihi11 7 ;Severe: ;Severe: ;Severe: ;Severe: ;Severe: , slope, , slope. ; slo ' ; cutbanks cave. ; I Pe. slope. i slope. ' I 1 48 ;Severe:!Severe: Sp,Severe: Northwater slope. Islope. Islo!Severe: Pe. slope. slope. 1 1 ; 49 Olney Slight Slight Slight (Slight (Slight. I I SOlney (Slight ;Slight ;Slight ;Slight ;Slight. , 51 (Moderate: :Moderate: !Moderate: e. , ;Severe: ,Moderate: Olney I slope. I slope. I slope. I slope. ! slope. 52;Severe:ISevere: ;Severe: !Severe: ;Severe: :Severe: slope, , slope. I slope, ' depth to rock. ; ; depth �to rock. slope. i slope. 53*: ! i ; ! Parachute !Severe: I IS ' I I slope, ISslorevere: ;Severe: !Severe: Pe. , slope, I slope. I slope. 1 depth to rock. I depth to rock. ; ; 1 1 I I Rhone ,Moderate: ;Moderate: ;Moderate: 'S I slope, I slope, slope, IslopMsdopete: Pe. Islope, ! depth to rock. , shrink -swell. depth to rock, , I frost action, I shrink -swell. I I ' ; shrink -swell. SPotts !Slight ;Slight ;Slight !Slight {Slight. I ! 1 I ! S5 Potts ;Slight ;Slight ;Slight ;Moderate: !Slight. 1 I 1 slope. ; 56 ;Moderate: ;Moderate: Moderate: I 1 ' , Potts I , ,Severe: ,Moderate: slope. I slope. I slope. I slope. I slope. 57*: 1 1 I ! Potts ;Slight ;Slight (Slight ;Moderate: ;Slight. 1 1 I slope. ; 1 Ildefonso ;Severe: ' ,Severe: Severe: Severe: Severe: ' I large stones. I large stones. ; large stones. slope, i large stones. ' I ! large stones. ' , ! ! See footnote at end of table. RIFLE AREA, COLORADO TABLE 7. --BUILDING SITE DEVELOPMENT --Continued 107 Soil name and map symbol 1 Shallow excavations Dwellings without basements Dwellings with basements Small 'commercial ! ; buildings Local roads and streets 58*, 59*: Potts ;Severe: I slope. Ildefonso ;Severe: 1 slope, 1 large stones. 60, 61 !Severe: Rhone I slope. 62*: Rock outcrop. Torriorthents. 63 ;Moderate: Silas I floods. 64 ;Severe: Tanna I slope. 65*. Torrifluvents 66*: i Torriorthents. Camborthids. Rock outcrop. 67*: Torriorthents. Rock outcrop. 68 ;Slight Vale 69 ;Moderate: Vale I slope. 1 70 ;Severe: Vale I slope. 71*: Villa Grove ;Severe: 1 slope. Zoltay Severe: slope. 72 Severe: Wann 1 wetness. ;Severe: 1 slope. ;Severe: 1 slope, 1 large stones. ;Severe: I slope. ;Severe: 1 floods. ;Severe: I slope. ;Severe: ;Severe: I slope. I slope. ;Severe: ;Severe: 1 slope, I slope, 1 large stones. 1 large stones. i . ;Severe: ;Severe: I slope. I slope. ; 1 ; i i ; ;Severe: :Severe: 1 floods. ! floods. i ;Severe: ;Severe: I slope. I slope. i ! ! ! ! i i i ! i i ! ; i i i ! ; ! ; ;Slight ;Slight ;Moderate: i ; I slope. ;Moderate: ;Moderate: ;Severe: 1 slope. I slope. I slope. 'i ;Severe: :Severe: ;Severe: 1 slope. 1 slope. I slope. i i ; I ;Severe: ;Severe: ;Severe: 1 slope. I slope. I slope. ; I ! I ;Severe: :Severe: ;Severe: 1 slope, ' slope, I slope, 1 shrink -swell. shrink -swell. 1 shrink -swell. ;Severe: Severe: ;Severe: 1 floods. floods, 1 floods. 1wetness. ; ;Severe: 1 slope. Severe: slope, large stones. 1Severe: 1 slope. ;Severe: I floods. ;Severe: ; slope, I low strength. ;Moderate: 1 low strength. Moderate: 1 slope, 1 low strength. ;Severe: ; slope. ;Severe: I slope, 1 low strength. ;Severe: ; slope, low strength, shrink -swell. Severe: floods, frost action. * See description of the map unit for composition and behavior characteristics of the map unit. RIFLE AREA, COLORADO TABLE 8. --SANITARY FACILITIES --Continued 111 Soil name and map symbol Septic tank absorption fields I Sewage lagoon : areas Trench sanitary landfill Area sanitary landfill Daily cover for landfill 39 Jerry 40 Kim 41 Kim 42 Lamphier 43 Limon >i14 Morval 45*: Morval Tridell 46 Nihill 47 Nihill 48 Northwater 49, 50 Olney 51 Olney 52 Parachute 53*: Parachute Rhone :Severe: ; percs slowly, slope. ;Moderate: I percs slowly. :Moderate: I slope, 1 percs slowly. ;Severe: I slope. ;Severe: I percs slowly, 1 slope. ;Moderate: I percs slowly, ; slope.. ;Moderate: I percs slowly, I slope. ;Severe: I slope, I large stones. !Slight ;Severe: I slope. !Severe: I slope, I depth to rock. ;Moderate: percs slowly. Moderate: percs slowly, slope. Severe: slope, depth to rock. Severe: slope, depth to rock. Severe: depth to rock. See footnote at end of table. :Severe: I slope. ;Moderate: I slope, I seepage. !Severe: I slope. :Severe: I slope. (Moderate: I slope. !Severe: I slope. :Severe: I slope. !Severe: I seepage, I slope, I large stones. ;Severe: I seepage. ;Severe: I slope, I seepage. ;Severe: I slope. ;Moderate: I seepage, slope. !Severe: I slope. !Severe: I slope, I depth to rock, I seepage. ;Severe: I slope, I depth to rock, seepage. ;Severe: 1 slope. ;Severe: I slope. :Slight :Slight Severe: slope. Severe: too clayey. ;Moderate: too clayey. ;Moderate: I too clayey. ;Severe: I seepage, I large stones. !Severe: ; seepage. ;Severe: I seepage. ;Severe: slope, depth to rock. !Slight ;Slight ;Severe: I slope, : depth to I seepage. ;Severe: I depth to I seepage. :Severe: : depth to rock. Severe: slope. ;Slight ;Moderate: I slope. ;Severe: I slope. ;Slight !Slight (Moderate: 1 slope. ;Severe: I slope, I seepage. :Severe: seepage. ;Severe: : slope, I seepage. ;Severe: I slope. :Slight :Moderate: I slope. (Severe: I slope, rock, I seepage. !Severe: rock, slope, seepage. Moderate: slope. ;Poor: slope. Good. i ;Fair: slope. ;Poor: ! slope. ;Poor: I too clayey. !Fair: I too clayey. (Fair: I slope, : too clayey. ;Poor: 1 slope, large stones. (Poor: small stones. Poor: slope, small stones. Poor: slope. ;Fair: I small stones. ;Fair: I small stones, I slope. !Poor: I slope, I small stones, 1 area reclaim. :Poor: 1 slope, 1 small stones, I area reclaim. :Fair: 1 small stones, I thin layer, I slope. RIFLE AREA, COLORADO TABLE 8. --SANITARY FACILITIES --Continued 113 Soil name and Septic tank 1 Sewage lagoon 1 Trench ; Area Daily cover map symbol absorption i areas ; sanitary i sanitary ; for landfill fields ; ; landfill ; landfill 1 ; ; ; ! i i 1 i 68 ;Moderate: ;Moderate: ;Moderate: ;Slight ;Fair: Vale 1 percs slowly. 1 seepage, 1 too clayey. 1 ! too clayey. ; 1 slope. . ! ; i . i i i )�69 ;Moderate: :Severe: ;Moderate: :Moderate: :Fair: / Vale I slope, ; slope. I too clayey. I slope. I slope, I percs slowly. I ! 1 I too clayey. 1 1 1 1 70 ;Severe: ;Severe: ;Moderate: ;Severe: ;Poor: Vale 1 slope. ; slope. 1 slope, I slope. 1 slope. ; ; I too clayey. ! . ; 1 1 1 ! 71*: i i i i i Villa Grove ;Severe: ;Severe: ;Severe: !Severe: ;Poor: 1 slope. 1 slope, 1 seepage. 1 slope, 1 slope. ! 1 seepage. ; 1 seepage. ; ; ; ; ! Zoltay !Severe: !Severe: ;Severe: !Severe: ;Poor: slope, 1 slope. 1 too clayey. 1 slope. 1 slope, 1 percs slowly. ! ; ; 1 too clayey. 1 1 1 1 1 72 ;Severe: ;Severe: !Severe: ;Severe: ;Good. Wann 1 wetness, 1 seepage, 1 floods, 1 floods, 1 1 floods. 1 wetness, 1 wetness, 1 wetness, ; ; 1 floods. 1 seepage. ! seepage. 1 ; 1 1 1 ! * See description of the map unit for composition and behavior characteristics of the map unit. RIFLE AREA, COLORADO 123 TABLE 10. --WATER MANAGEMENT --Continued . Soil name and map symbol Pond reservoir areas I Embankments, I dikes, and 1 levees Drainage Irrigation : I Terraces and I diversions Grassed waterways 53*: Parachute Rhone ;Depth to rock, I slope, I seepage. :Slope, I depth to :Thin layer : ;Thin layer rock.; i ;Piping ;Piping 54, 55 ;Seepage Potts i 56 ;Seepage Potts 1 57*: Potts ;Seepage 1 Ildefonso :Seepage, I slope. : 58*, 59*: Potts (Seepage ; Ildefonso ;Seepage, I slope. : 60, 61 ;Slope, Rhone I depth 62*: 1 Rock outcrop. 1 : Torriorthents. 63 (Slope, Silas I seepage. 64 :Slope, Tanna I depth 1 65*. 1 1 66*: : : Camborthids. ; 1 Rock outcrop. ; 1 67*: 1 Torriorthents. ; ; Rock outcrop. ; 68 (Seepage Vale ; 69 :Slope, Vale I seepage. 70 ;Slope, Vale I seepage. ;Depth to rock, ;Slope, ;Depth to rock, ;Slope, I slope. I droughty, I slope. I rooting depth, 1 I rooting depth.: : droughty. I :Slope, :Slope, ;Slope, ;Slope, I depth to rock.: rooting depth.; depth to rock.; rooting depth. : ; : : ;Slope ; : ;Slope : 1t I :Slope 11 : erodes easily.; ; ; : I. :Slope, ;Slope, :Slope, I erodes easily.; erodes easily.; erodes easily. ; ; 1 ; ; 1 1 ; ;Piping (Slope, ;Erodes easily--IErodes easily. erodes easily. I 1 i 1 1 ;Large stones ---;Slope, ;Slope, (Large stones, ;Slope, ; I large stones. I large stones, I slope. I large stones, : ; I droughty. ; I droughty. ; 1 ; : : : 1 : 1 : ;Piping (Slope ;Slope, ;Slope, !Slope, ; ; I erodes easily.; erodes easily.; erodes easily. 1 (Large stones ---(Slope, !Slope, (Large stones, : I large stones. I large stones, I slope. : ; I droughty. ; : ; : ; :Thin layer ;Slope, !Slope, (Slope, to rock.: I depth to rock.! rooting depth.! depth 1 1 ; : : ; : ; ! ; !Piping Torrifluvents Torriorthents. : 1 1 ;Slope, I floods. ! ;Thin layer ;Slope, to rock.; I percs slowly, ! depth to rock. See footnote at end of table. ; 1 (Slope, I floods. : ;Slope, : percs slowly, 1 rooting depth. ! ; ; I 1 1 I i i 1 I 1 ; : : ; 1 1 ; ; ; ; ; ; : ; : ; ; : ; ; ; : : : ! ; ; ; : ! ; : ; I ; (Piping :Favorable ;Favorable :Erodes ; I ; ; 1 ;Piping ;Slope ;Slope !Erodes ; ; I slope. I erodes easily. ; ! ; 1 1 :Piping ;Slope ;Slope ;Slope, :Slope, : ; : ! erodes easily.: erodes easily. ; : : ; 1 :Slope, I large stones, I droughty. ;Slope, to rock.; rooting depth. ;Favorable. :Slope, to rock,: erodes easily, slowly. I rooting depth. : 1 : : ; 1 ! 1 easily :Erodes easily. easily, :Slope, ;Favorable ;Slope, I depth I percs 32 SOIL SURVEY TABLE 12. --WILDLIFE HABITAT POTENTIALS --Continued Potential for habitat elements 1 Potential as habitat for-- Soil name and ;Grain ; ;Wild ; : ; ; 1 I Open- I Wood- I ; Range - map symbol I and IGrasseslherba-(Hard- IConif-IShrubs1Wetland1Shallowl land I land ;Wetland' land 'seed I and I ceousl wood I erousl (plants I water I wild- I wild- I wild- I wild - ;crops ;legumes:plants;trees (plants; ; 1 ' areas ; life ; life ; life : life I 1 1 , I 1 1 1 1 1 1 I I 1 1 I 1 1 1 1 I 11 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 • I I , 1 I I 1 1 1 1 1 10, 41 (Fair (Fair ,Fair , --- ; --- (Fair ,Poor (Very (Fair I --- (Very ,Fair. 11 1 I 1 1 I 1 ' poor. ' Kim 1 1 1 1 1 1 1 I poor. I 1 1 1 I I 1 I1 1 1 1 II 1I 1 1 I1 12 ,Poor Poor Good ,Fair ;Poor Very 1Fair 1 --- Very , Fair. I 1 1 1 I I I I 1 I 1 poor. ; Lamphier , 1 I 1 1 1 1 1 poor. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 I 1 1 1 1 1 1 I 1 I 1 i 1 I 1 1 1 13 ,Poor Poor,,Fair , --- --- ,Fair (Poor ,Very ,Poor 1 --- ;Very ,Fair. 11 . 1 i oor. I Limon , 1 1 I 1 1 1 I poor. I 1 1 P 1 1 1 1 11 1 1 1 1 1 1 I , 1 1 I 1 1 1 1 I 1 I ;Fair ;Good (Good ' --- ; --- ;Fair ;Poor :Poor (Good ; :Poor ;Fair. 1 I 1 I I I 1 1 , 1 Morval 1 1 1 1 1 1 1 I 1 i ' ' I 1 1 1 11 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I I 1 I I I 1 I 1 1 1 15*: I 1 1 1 , 1 1 1 1 1 Morval ;Fair (Good ;Good ; - : --- (Fair :Poor :Poor ;Good ; 1 ;Poor (Fair. 1 I 1 1 1 I 1 1 I 1 1 i 1 1 1 I 1 11 i Tridell ;Very ;Very ;Poor ; -- ; --- ;Fair :Very :Very :Poor : --- ;Very :Fair. 1 I 1 I I 1 1 I I , 1 Poor., poor. , 1 i 1 1 poor. 1 poor. I poor. , 1 1 I 1 I 1 1 1 I 1 1 1 I 1 , 1 1 1 1 1 1 1 1 I I I I , I I 1 1 I I , 1 16 (Fair ,Good (Fair , --- , --- (Fair ;Very ,Very ,Fair , --- ,Very ;Fair. 1 Nihil' 1 1 1 1 , 1 1 1 I 1 1 1 1 poor. I poor. ; ; I poor. I I 1 1 11 1 1 1 1 1 I 1 1 I 1 I I I 1 1 1 I 47 ;Poor ;Fair ;Fair ' --- ; --- ;Fair ;Very :Very ;Fair : --- ;Very (Fair. 1 I1 1 I 1 I , , 1 , 1 I , ,1 Nihil' 1 1 1 1 1 I poor. poor. poor. I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 I 1 I I I 1 1 I I I 1 }8 ,Poor ,Poor (Good , --- , --- ,Fair ,Very ,Very ,Fair , --- ,Very ,Fair. 11 1 I 1 1 I , 1 , 1 I Northwater 1 1 1 , 1 1 poor. , poor. poor. 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 I 1 1 1 I I 1 I I 1 I 1 }9, 50, 51 ;Poor ,Fair ,Fair , --- , --- ,Fair ,Poor ,Very ,Fair , --- (Very ,Fair. I1 I 1 1 1 I Olney 1 1 I 1 I poor. I 1 1 poor. 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 Very ;Very ;Good ; --- : --- (Fair ;Very ;Very ;Poor ; --- ;Very ;Fair. Parachute poor.; poor. ; 1 1 1 : poor. ; poor. ; ; ' poor. I 1 1 1 1 : I ; I 1 I 53*: 1 : I 1 1 ; 1 1 1 1 ; Parachute :Poor ;Poor ;Good : --- --- ;Fair ;Very ;Very ;Fair 1 Very ;Fair. 1 1 1 1 1 1 1 1 1 1 1 1 1 poor. I poor. I ; poor. ; ; 1 I 1 1 : : ; ; 1 I Rhone ;Poor :Poor ;Good ; --- ; --- :Fair ;Very ;Very ;Fair ; [Very ;Good. 1 1 1 I I 1 I I i , , , , , , poor. , poor. I 1 , poor. , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , I 1 1 i 1 1 I 1 1 I I I I I 1 I , 1 I 1 i4, 55, 56 (Poor Poor ,Fair --- --- Fair (Very ,Very Poor , (Very (Fair. 1 1 1 I1 poor. I poor. I ; I poor. I Potts 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 I 1 I I 1 1 I 1 I 1 1 57*, 58*: 1 1 I I 1 I I I 1 I 1 I 1 1 1 I I 1 I 1 I 1 1 Potts ,Poor ,Poor ,Fair I --- , --- ,Fair ,Very ,Very ,Poor , ,Very ,Fair. I I 1 I I I I I I 1 I 1 , I poor. i poor. 1 , 1 poor. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , I , 1 1 1 1 1 I 1 I I I I 1 I 1 I 1 1 1 Ildefonso ,Poor ,Poor ,Fair , --- , --- (Fair ,Very ;Very ,Poor , ;Very ,Fair. I 1 1 I 1 , I � , , , ; , , poor. , poor. , , I poor. 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 59*: 1 1 : 1 1 I 1 1 I 1 I , , I I I I I I 1 I Potts (Poor ;Poor Fair 1 --- 1 --- ;Fair IUery (Very ;Poor (Very (Fair. 1 I I 1 I 1 1 1 I I I I 1 I , 1 , 1 I poor. , poor. , 1 1 poor. , 1 1 1 1 1 1 1 1• 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 I 1 1 I 1 I 1 I 1 1 , I Ildefonso ,Very ,Very ,Fair , --- , --- ,Fair ,Very ,Very ,Poor , (Very ,Fair. 1 1 I 1 1 1 1 I I I 1 I 1 Poor.; poor. I I 1 1 1 poor. 1 poor. 1 1 1 poor. i 1 I 1 1 1 1 1 1 I , 1 I I , 1 , 1 1 1 1 1 1 i , 1 I 1 I I I I 1 1 , 1 1 50 ,Poor ,Poor ,Good , --- , --- ,Fair ,Very ;Very ,Fair , ,Very ,Good. I1 1 I 1 I 1 1 Rhone , 1 1 1 i I , poor. , poor. , , poor. 1 1 1 1 1 1 1 1 1 I 1 1 I I 1 I I I ' I 1 I I I I I I 1 !Vie3rz..I51 Very ,Very Good --- --- Fair Very Very ,Poor ,Good. Rhone : poor.; poor. ;;; ;; poor. ; poor. ; : 1 1 1 1 11 1 1 , 1 1 1 I 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 I 1 1 I 1 i 1 I I 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 I I 4 1 1 1 I I 1 1 1 I 1 1 1 I I I I 1 1 I 1 I 4I 1 I 1 I I 1 I 1 I 1 I I 1 I I I 1 I I 52*: Rock outcrop. Torriorthents. See footnote at end of table. RIFLE AREA, COLORADO : Soil name and ;Grain map symbol ; and ;seed ;crops 1 63 ;Poor Silas 1 1 64 ;Poor Tanna 1 65*. 1 Torrifluvents 1 1 66*: 1 Torriorthents. : Camborthids. : Rock outcrop. 1 67*: 1 Torriorthents. Rock outcrop. 68 Vale )69, 70 Vale 133 TABLE 12. --WILDLIFE HABITAT POTENTIALS --Continued Potential for habitat elements r Potential as habitat for-- ; Wild ; : ; 1 i i Open- Wood- ; Range - ;Grasses herba-;Hard- ;Conif-;Shrubs;WetlandlShallowl land land Wetland; land I and ceous; wood ; erous; ;plants I water I wild- wild- wild- I wild - ;legumes plants;trees ;plants; 1 : areas I life life ; life ; life i I 1 I 1 I I I I i 1 1 I 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 (Poor (Good : : ;Good ;Poor ;Very ;Poor Very ;Good. i i i i ; i 1 poor. ; ; poor. I I I 1 1 1 1 1 1 1 1 1 1 i i 1 I I ;Fair :Fair ; I (Fair ;Very :Very ;Fair Very (Fair. 1 1 1 1 1 I poor. I poor. I ; poor. : 1I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I : ; 1 1 1 1 I 1 I I I I 1 1 1 I 1 1 1 1 : 1 I 1 1 I 1 ' I 1 1 I 1 I I 1 I I 1 I 1 1 1 I 1 I I I I I I I 1 I I f I I I : 1 1 1 : 1 : : 1 1 1 1 I 1 1 1 1 1 1 I 1 ' 11 1 I 1 1 1 1 I I 1 1 1 i 1 1 1 I I 1I 1 t 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 I I 1 1 1 1 I i 1 1 1 1 1 1 1 1 1 1 1 I I I 1 I I 1 1 ' I 1 1 1 I 1 I 1 1 ' I 1 1 1 1 1 1 1 1 1 I I 1 I 1 1 1 1 I 1 1 I 1 1 1 I 1 1 I 1 I I ( I I 1 I I I 1 1 1 : ; I : : 1 : 1 1 I Fair ;Good (Good ;Good :Very :Very ;Very ;Good :Very Very ;Good. 1 1 1 1 poor. I poor. : poor. 1 I poor. : poor. I 1 1 1 1 1 1 ; 1 I 1ery ;Very :Good ;Poor :Very I ;Very :Very :Very :Very Very :Good. 1 1 I I ' oor. I poor. I poor. I poor. I poor. I poor. poor1 poor, p 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 I 1 1 1 ' 1 ;Poor ;Good ; ; ;Good ;Poor ;Very ;Fair I Very ;Goo . ; 1 ; 1 1 1 I poor. 1 1 , poor. , 1 1 1 1 1 1 1 1 I 1 ' :Fair :Good ; ; ;Good ;Very ;Very ;Fair 1 ;Very (Good. 1 ; ; I 1 I poor. I poor. I ; : poor. 1 : : 1 1 : 1 I 1 1 1 1 ;Good ;Good I 1 1 1 1 1 1 1 1 :Fair ;Good ;Poor ;Fair ;Good 1 ;Fair (Good. 1 1 1 1 1 1 1 1 1 1 I 11 ; 1 ; : : : i i i 1 71*: Villa Grove ;Poor Zoltay ;Poor ; 72 ;Good Wann 1 * See description of the map unit for composition and behavior characteristics of the map unit. 1 138 SOIL SURVEY TABLE 13. --ENGINEERING INDEX PROPERTIES --Continued i 1 I Classification IFrag- I Percentage passing I ; Soil name and (Depth; USDA texture I I ;ments i sieve number-- ;Liquid I Plas- map symbol 1 ; ; Unified I AASHTO ; > 3 i , ; ; ; limit ; ticity I ; 1 ; ;inches; 4 I 10 1 40 1 200 I 1 index i In ; I I 1 Pct 1 1 i i i Pct ; 1 — 43 1 0-5 ;Silty clay loam ;CL IA -6 I 0 1100 1100 195-100170-90 130-50 1 15-30 Limon 1 5-601Silty clay loam,;CH, CL 1A-7 I 0 1 100 1100 195-100165-95 140-60 120-40 1 1 1 , , 1 1 � 1 silty clay,11 1 I clay. 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 >441 0-5 ;Loam ;CL IA -6 1 0-5 190-100185-100180-95 160-75 130-40 1 10-15 Morval 15-17;Silty clay loam,ICL 1A-6 I 0-10 185-100180-100165-95 160-80 130-40 1 10-15 1 I clay loam. 1 1 I I 1 1 1 1 1 117-60;Stony clay loam, ICL, SC ;A-6 115-35 175-85 170-80 155-70 140-60 1 25-35 ; 10-15 I 1 stony loam. I I I ; I ; I ; 45* 1 1 1 1 1 11 1 1 1 1 i Morval I 0-5 ;Loam ICL IA -6 I 0-5 190-100185-100180-95 160-75 130-40 110-15 1 5-17;Silty clay loam,ICL 1A-6 I 0-10 185-100180-100165-95 160-80 130-40 110-15 ; 1 clay loam. 1 1 1 1 1 1 1 1 ; 117-60;Stony clay loam,ICL, SC 1A-6 115-35 175-85 170-80 155-70 140-60 1 25-35 ; 10-15 stony loam. , , 1 1 1 , 1 1 1 1 11 i1 Tridell I 0-10lStony loam ICL -ML, IA -4 1'5-20 170-80 ;65-75 155-65 140-55 ; 20-30 I i 5-10 1 ' 1 i 1 1 1 1 I SM -SC 1 1 1 ; ; 110-60lVery stony loam IML 1A-4 35-70 65-95 60-90 155-75 50-65 1 15-25 1 NP -5 1 1 � I 1 � � � 46, 47 I 0-11lChannery loam---IGM, IA -2, A-4; 0-5 160-85 150-75 135-65 130-60 1 25-35 I 5-10 Nihill i I I GM -GC, 1 1 1 ; 1 1 1 ; ; I SM, ML I ; 1 1 1 1 ' ; 111-60;Very channery IGM, GM-GCIA-1, A-2; 0-5 130-60 20-50; 115-40 110-35 1 20-30 1 NP -10 1 I loam, very 1 1 1 1 1 1 1 1 i I channery sandy I I 1 1 1 1 1 1 I I I loam. I 1 1 I 1 1 1 ; I 1 1 48 I 0-25;Loam CL -ML, IA -4 1 0 175-95 ;75-90 160-85 145-65 120-30 i 5-10 Northwater 1 1 SM -SC I ; 1 ; 1 1 1 125-50;very channery GC, GM-GCIA-6, 125-30 140-60 140-50 135-45 130-40 1 20-35 5-15 I clay loam, very I A-2, ' ' ' ' ' 1 i i 1 11 1 I 1 channery loam. I I A-4 1 I I 1 1 1 150 (Unweathered ; ; --- 1 --- 1 --- ; --- 1 --- 1 --- 1 ; 1 ; bedrock. ; 1 1 1 1 1 I 1 1 1 1 ; ; 49, 50, 51 I 0-121Loam CL -ML, MLIA-4 1 0 195-100 95-100165-90 150-70 1 20-35 1 5-10 Olney 112-33ISandy clay loam SC, SM-SCIA-4, A-6; 0 195-100 75-90 165-85 135-45 1 20-35 I 5-15 133-43;Gravelly sandy SC, IA -2 1 0 150-85 50-75 135-55 120-35 120-30 I 5-15 1 clay loam, SM -SC, ; 1 1 ; 1 I 1 gravelly sandy GC, ' 1 1 1 1 1 i I loam. GM -GC ' ' ' 1 1 43-60;Very gravelly GM, IA -2, A-1; 0 130-50 ;30-50 120-35 110-25 1 15-30 ; NP -15 sandy loam, GM -GC, 1 1 1 I 1 1 ; 1 very gravelly GC 1 1 1 I 1 1 1 ; 1 sandy clay ; ; 1 1 1 1 1 1 I loam. 1 1 i i 1 1 1 ' 13 1 � 1 � i 52 1 0-5 ;Loam ICL -ML IA -4 1 0 ;90-100190-100165-95 150-75 120-30 15-10 Parachute 15-181Loam ICL, 1A-4, A-61 0 175-100:75-95 170-95 135-75 1 20-35 I 5-15 11 I CL -ML, I 1 i i 1 1 1 1 1 SM -SC, I 1 1 i 1 1 1 1 1 I SC , , , 118-29 Very channery ;GM -GC, GMIA-1, A -2I 5-30 125-40 20-30 115-30 110-20 115-25 1 NP -10 ; loam, very I I I I I 1 I ; 1 channery sandy I 1 1 ; '' 1 ' 1 loam. 1 1 1 1 1 1 1 1 1 129 ,Unweathered ; i --- i --- i --- --- ; --- i --- i i 1 I bedrock. 1 1 1 1 i i ' I ; 1 1 ' 1 � � i i i 1 i i See footnote at end of table. 140 TABLE 13. --ENGINEERING INDEX PROPERTIES --Continued 1 Soil name and ;Depth; USDA texture I map symbol ; ; 1 1 In I 1 � , ' i I 1 ' 1 I ' I I , ; I ' I ; I 1 I , � � I i i I 1 1 1 1 0-11lSilt loam 1CL, 111-261Silty clay loam,ICL I clay loam, silt: 1 loam. 126-60lLoam, silty clay1CL, ; loam, silt I loam. 1 i 0-4 ;Loam 65*. Torrifluvents 66*: Torriorthents. Camborthids. Rock outcrop. 67*: Torriorthents. Rock outcrop. ?8, 69, 70 Vale 71*: Villa Grove Zoltay 72 Wann SOIL SURVEY Classification 1Frag- I Unified I lments 1 AASHTO I > 3 1 ;inches; 4 ICL 4-151Clay loam, sandylCL, SC clay loam. : 115-601Sandy loam, loamlSM-SC, 1 1 I CL -ML i i ' 1 I 0-191Loam ICL 119-601Gravelly clay, 1CL GC, i ; cobbly clay, 1 SC I 1 cobbly clay I 1 ; loam. ' i 1 1 I ; ; 0-17:Sandy loam ISM, SM-SC1A-2, A-41 117-60ISandy loam, fine;SM, SM-SCIA-2, A-4: I sandy loam, 1 1 1 1 I 1 coarse sandy 1 i 1 : loam. ; i , 11 1 1 I 1 1 1 1 i 1 I CL-MLIA-4, :A-4, 1 A-6, 1 I A-7 CL-MLIA-4, A-6: 1 I ; I 1 IA -6 I 1A-6 1 1A-2, A-41 1 IA -6 I 0-5 IA -6, A-7 5-30 1 ; Pct I ; ; 1 1 1 1 I I 1 1 A-61 0 1 100 i 0 1 100 1 1 0 1100 1 0 1100 0 1 100 0 i 100 0 0 Percentage passing sieve number-- ;Liquid I Plas- s I i 1 limit 1 ticity 1 10 1 40 ; 200 1 i index 1 1 Pet 1 1 1 1 I 1 ; I 1 1 1 ' I I I 1 1 ' 1 ; ; I I I ; I I I I 1 I 1 1 I I I 1 I ; ' I 1 1 I 1 ' I 1 1 1 i i I 1 1 I ; 1100 190-100170-90 125-40 I 5-15 100 190-100170-95 ; 30-45 1 ; 1 1 1 I I 1 I 1 1 : 1100 185-100160-95 125-40 I 1 I I 1 I 1 I 1 1 I 1 1 1 1 1 1 1 I 1 I 1 150-60 125-35 I 145-70 130-40 115-25 195-100170-90 195-100170-95 195-100160-70 80-95 180-95 165-75 65-85 160-80 150-75 ; 95-100195-100170-85 195-100195-100170-80 1 1 1 10-25 5-15 10-15 1 13-55 120-30 1 150-65 : 25-35 145-70 130-50 ; I 130-45 1 <25 130-45 1 0-26 ; 1 * See description of the map unit for composition and behavior characteristics of the map unit. I 5-10 I 10-15 115-30 I NP -5 1 NP -5 RIFLE AREA, COLORADO 143 TABLE 14. --PHYSICAL AND CHEMICAL PROPERTIES OF SOILS --Continued , , ; Erosion 1 , Soil name and {Depth;Clay <2mm1 Permeability ;Available; Soil 1Salinityl Shrink -swell 1 factors ,Organic map symbol ; ; ; water ;reaction; ; potential ; ; ; matter 1 1 ;capacity ; ; i ; K ; T ; 1 In 1 Pct 1 In/hr ; In/in 1 pH Immhos/cm; ; 1 i Pct 1 1 1 ; ; ; 35*: 1 1 ; 1 1 ;(30:d , Lazear ; 0-4 115-25;0.6-2.0 10.14-0.1617.9-9.0 ; <2 ;Low 2 1 10.5-1 1 4-161 20-25 i 0.6-2.0 ;0.14-0.1617.9-9.0 1 <2 ;Low 2 1 16 i --- ; --- , --- ; --- 1 --- 1 1 1 1 1 , 36, 37 1 0-6 15-27 , 0.6-2.0 10.09-0.1116.1-7.8 ; <2 ;Low 10.281 1 1 1-3 Irigul ; 6-17 20-35 ; 0.6-2.0 10.05-0.0717.4-8.4 1 <2 1Low10.201 1 ' 17 ; --- ; , --- , --- ; --- 1 -- 1 i i 1 1 1 1 38*: 1 1 ; ; ; 1 1 Ig' Irigul 1 0-6 1 15-27 1 0.6-2.0 ;0.09-0.1116.1-7.8 1 <2 ;Low .28; 1; 1-3 1 6-171 20-35 1 0.6-2.0 10.05-0.0717.4-8.4 1 <2 ;Low .201 1 ' --- ; --- 1 1--4 , 1 17 1 --- 1 --- , --- , ; ; ; ; ; 1 1 ; 1 Starman 1 0-3 1 15-25 1 0.6-2.0 10.09-0.11;7.4-9.0 1 <2 1Low 10.241 1 1 1-2 1 3-131 18-25 1 0.6-2.0 10.09-0.1117.4-9.0 1 <2 ;Low 10.281 1 --- --- --- 1 1 1 1 1 13 1 --- ; --- 1 1 ; , k:2t1 ,1 1 1 1 1 I'39 1 0-3 1 15-35 1 0.6-2.0 10.16-0.1816.6-7.3 1 <2 ;Low5;3-5Jerry 1 3-401 35-45 1 0.06-0.2 10.13-0.1516.6-8.4 1 <2 ;High 1 140-601 20-50 1 0.6-2.0 10.13-0.1517.9-8.4 1 <2 ;Moderate 10.201 ; 1 1 1 1 1 1 1 0, 41 ' 0-601 15-25 1 0.6-2.0 10.15-0.1817.4-8.4 1 <2 1Low 10.321 5 10.5-1 4Kim ; 1 1 1' 1 1 1 ; ; 42 1 0-60; 20-27 1 0.6-2.0 10.18-0.2116.1-7.3 1 <2 1Low 10.281 5 1 2-4 Lamphier 1 1 1 1 ' 1 1 1 1 1 1 1 1 ' ' 4 1 1 I 1 I , 43 1 0-5 1 30-40 1 0.2-0.6 10.14-0.1717.4-8.4 1 2-8 1High 10.281 5 10.5-1 Limon 1 5-601 35-60 1 0.06-0.2 10.12-0.1617.9-9.0 1 2-8 1High 10.321 1 ); ; ; 1 ; ; ; ; ; 44 1 0-5 1 22-32 1 0.6-2.0 0.18-0.2116.6-8.4 1 <2 ;Moderate Morval 1 5-171 28-35 ; 0.6-2.0 0.14-0.21;7.4-8.4 1 <2 ;Moderate 10.371 5 1 1-210.431 1 117-601 20-35 1 0.6-2.0 0.08-0.1017.8-8.4 1 <2 ;Moderate10.241 1 , , 1 '1 1 1 1 , I 1 , 45*: 1 1 1 1 1 1 1 1 1 1 Morval 1 0-5 1 22-32 1 0.6-2.0 10.18-0.21;6.6-8.4 1 <2 ;Moderate 1 5-171 28-35 ;;0.37; 5 ; 1-2 0.6-2.0 10.14-0.2117.4-8.4 1 <2 ;Moderate 10.43; 1 117-601 20-35 1 0.6-2.0 10.08-0.1017.8-8.4 1 <2 {Moderate10.24; 1 ; ; ; 1 ; ; , ; ; ; Tridell 1 0-101 15-27 1 0.6-2.0 ;0.11-0.1317.4-8.4 1 <2 1Low ;0.28; 3 ; 2-4 110-601 15-20 1 2.0-6.0 10.06-0.0817.9-8.4 1 <2 1Low ;0.20; ; ; ; 1 1 1 ; 1 ; ; ; 46, 47 1 0-111 10-27 1 0.6-2.0 10.12-0.1617.4-8,4 1 <2 1Low 10.241 2 1 0-1 Nihill 111-601 15-27 1 2.0-6.0 10.06-0.0917.9-9.0 1 <4 1Low 10.201 1 ; ; ; ; ; ; 1 Ig:20( 48 1 0-251 20-27 1- 0.6-2.0 10.13-0.1816.6-7.8 1 <2 {Low53-6Northwater 125-501 20-35 1 0.6-2.0 10.08-0.1016.6-7.8 1 <2 1Low1 ;1 50 1 --- 1 --- 1 --- 1 --- 1 ---1 1----1 1 ; ; ; . 1 1 1 i ' 1 ; 49, 50, 51 1 0-121 18-24 1 0.6-2.0 10.15-0.1816.6-8.4 1 <2 1Low 10.321 5 1 1-2 Olney 112-331 22-26 1 0.6-2.0 10.14-0.1617.4-8.4 1 <2 ;Moderate;0.241 1 133-431 18-22 1 0.6-2.0 10.10-0.1517.9-8.4 1 <2 1Low 10.201 1 143-601 16-22 1 0.6-2.0 10.07-0.1017.9-8.4 1 <2 1Low - 10.101 ; ; ; ; ; ; 1 1 ; 1 1 52 1 0-5 1 15-25 1 0.6-2.0 10.16-0.1816.6-7.8 1 <2 ;Low 10.241 2 1 3-6 Parachute 1 5-181 15-25 1 0.6-2.0 10.14-0.1616.6-7.8 1 <2 ;Low;0.241 1 118-291 15-25 1 2.0-6.0 10.03-0.0616.6-7.8 1 <2 Low 10.101 1 29 ; --- 1 --- 1 --- 1 --- 1 --- 1 1 -1 1 , . 14 1 1 I I 1 53*: 1 1 1 1 1 1 1 1 1 1 1 Parachute 1 0-5 1 15-25 1 0.6-2.0 10.16-0.1816.6-7.8 1 <2 1Low ;0.24; 2; 3-6 1 5-181 15-25 1 0.6-2.0 10.14-0.1616.6-7.8 1 <2 ;Low ;0.24; ; 118-291 15-25 1 2.0-6.0 10.03-0.0616.6-7.8 1 <2 1Low ;0.10; 1 29 ; --- 1 --- , --- ; --- 1 --- 1 1 1 1 . 11 ; 1 1 , 1 ' ' See footnote at end of table.