The URL can be used to link to this page

Home My WebLink About7.0 Sketch Plan Information•TE CO'-;PLLTED SKETCH PLAN 4 Section Own e r Site Data Existing Zone District Proposed Zone District Section � 3 Township S Range TDA ,', DUr Areas Commercial and Industrial �? / e SKETCH PLAN Boundary survey North arrow > ` Date Vicinity map (1.5 miles on all sides) Topography Lot layout Lot area Type and layout of water system Type and layout of sewer system " Off street parking noted School bus stop locations Man-made features on the site Streams and lakes Utility lines and easements, on and adjacent to the site Irrigation ditches Lf"-. Proposed and existing roads, including R -O -W, on and adjacent to the site Sui PLEMENTAL INFOR'IATION Geology report L✓ CS soils maps and tables of interpretation L(/ / Radiation hazard evaluation Disclosure of Ownership L ,» Total development area Number of dwelling units Water LL, ( L., -L .) Source of domestic water Evidence of water rights 1i gallons per day of water system requirements Sewer 5 045 General disposal means and suitability flgallons per day of sewage to be treated where a central treatment or public facility is proposed Evidence of legal access Estimated construction costs and method of financing improvements Fee $ %�' Y^ Amount May 6,1983 �hamock �wveying �ervices P.O. Box 35 Tim Callahan Silt, Colorado 81652 Telephone (303) 876-5693 County Commissioners Garfield County, Colorado Dear sirs, I herewith submit all neccessary information for the Van Hoose Sub- division sketch plan. It is my request to subdivide 39.32 acres into two tracts of 19.6 acres each. A copy of the existing well permit is enclosed. Upon approval of this subdivision an additional permit will be applied for. This is consis- tent with recent subdivisions which have created only one new lot. Individual septic systems are proposed for each site. The estimated amount of water and sewage per household is 350 gallons per day. Significant features and topography of this property is shown on the attached vicinity map. There are no estimated construction costs. Access to Tract B would be from County Road No. 241. Access to Tract A would be from the private road shown on the plat. I am also requesting, since this subdivision creates only one new lot with no major subdivision problems, that ( upon sketch plan approval) I be allowed approval by the exemption plat process. Please inform my representative (Tim Callahan) if you require further information or clarification of any information provided. sincerely, Matt Van Hoose COL- O DO NATURAL RESOURCES 281 R 91 W. i • NEW CASTLE QUADRAT\ COLORADO -GARFIELD 0 7.5 MINUTE SERIES (TOPOGR, 283 1 430 000 FEET 284 285 cc j7,6:400 11 8r 1 \- P (r ITE ITE 5899 LL - l\J l' L 1'\ .. •6951 �\ i) 1/()/ 1. %�/1�-� 0 I f3 6400' - ly 57/6 1 1 nu 25 J 30` A',\„ • \`' 11 L •- II 0 • 0 Fi, • COMMONWEALTH LAND TITLE INSURANCE COMPANY A Reliance Group Company 1. Effective Date: 14th Policy or Policies to be issued: SCHEDULE A day of April , 1983 (a) ALTA Owner — 1970 ❑ Form B (Amended 10-17-70) Proposed Insured: Matthew L. VanHoose, Vonnie Dennis J. Brown a -d Rebecca 1 COMMITMENT FOR TITLE INSURANCE D Form A Commitment No. 801-908377 FileN0_83_04_009 , at 7:59 A. M. J. VanHoose, A. Brown (b) )® ALTA Loan Policy 1970 (Amended 10-17-70) Proposed Insured: Henry W. Dietz IV 3. The estate or interest in the land described or referred to in the Commitmen and is at the effective date hereof vested in HENRY W. DIETZ IV Amount $ 35_,000_0.0 $ 28,0.00_00 ❑ Cony ❑ FIIA ❑ VA and covered herein is fee Simpl e 4. The land referred to in this Commitment is situated in the County of Garf i el d State of CO orado , and described as follows: See EXHIBIT "A" Attached hereto and forming a part hereof Countersigned: American Land Title Association Commitment - 1966 Schedule A 1'onn 1004-2 Title Charges Owners Policy Mortgagees Policy Tax Cert 205.00 30.00 5.00 240.00 ke Authorized or Agent Valid Only If Schedule 13 and Cover Are Attached ORIGINAL Ilk EXHIBIT "A" 1 A parcel of land situated in the North One -Half of the Southeast One -Quarter (N1/2SE14) and Southeast One -Quarter of the Southeast One -Quarter (SEQSEq) of Section 13, Township 5 South, Range 91 West of the Sixth Principal Meridian and in Lots 3 and 4 of Section 18, Township 5 South, Range 90 West of the Sixth Principal Meridian, all in the County of Garfield, State of Colorado, lying Easterly of the Easterly right-of-way line of County Road as constructed and in place, and Westerly of the Easterly line of Lot 4 in said Section 18, said parcel of land is described as follows: Beginning at a point on the Easterly right-of-way line of said road whence an iron post with a brass cap found in place and properly marked for the East Quarter Corner of said Section 13 being the same as the West Quarter Corner of said Section 18 bears: North 56°22'00" East 1738.39 feet; thence along the Easterly right-of-way line of said County Road, North 30°36'28" East 48.06 feet; thence North 35°10'13" East 169.58 feet; thence 357.12 feet along the arc of a curve to the left, having a radius of 1650.10 feet, the chord of which bears: North 28°53'13" East 356.42 feet; thence 203.06 feet along the arc of a curve to the left, having a radius of 722.22 feet, the chord of which bears: North 15°16'49" East 202.48 feet; thence North 07°47'24" East 4.99 feet; thence leaving said County Road South 83°45'41" East 314.22 feet along the centerline of a 60 foot road -way; thence South 23°16'00" West 511.18 feet; thence South 73°31'39" East 271.26 feet; thence South 60°=+5'15" East 186.00 feet; thence North 87°53'52' East 59.11 feet; thence South 27°04'18" East 301.65 feet; thence North 67°12'00" East 374.00 feet; thence South 54°16'58" East 118.54 feet; thence South 10°01'09" West 176.11 feet; thence North 81°52'08" East 149.70 feet; thence South 80°30'17" East 196.08 feet; thence South 83°10'16'" East 290.65 feet; Hence North 75°56'09" East 189.05 feet; thence North 77°09'29" East 19.69 feet, more or less to a point on the Northerly line of said Lot 4; thence South 89°52'31" East along the Northerly line of said Lot 4, 446.58 feet, more or less to the Northeasterly Corner of saidLot4 ;thence South 00°37'26" West 1252.55 feet along the Easterly line of said Lot 4; thence North 60°29'54" West 1507.18 feet, more or less to a point on the Westerly line of said Lot 4, being the same as the Section line between said Sections 13 and 18; thence North 00°09'30" East 102.66 feet along the Westerly line of said Lot 4; thence North 51002'00" West 1169.66 feet, more or less, thence North 88015'00" West 533.47 feet, more or less to the Point of Beginning. Order No. 8304009 • • Schedule B — Section 1 Commitment No. 801-908377 The following arc the requirements to be complied with. 1. Instrument creating the estate or interest to be insured must he executed and pled for record, to -wit: A. Warranty Deed from Henry W. Dietz IV vesting fee simple title in purchasers. B. Deed of Trust from Matthew L. VanHoose, Vonnie J. VanHoose, Dennis J. Brown and Rebecca A. Brown to the Public Trustee for the use of Henry W. Dietz IV. �. Pay the full consideration to, or for the account of, the grantors or mortgagors. 3. Pay all taxes, charges, assessments, levied and assessed against subject premises, which are due and payable. 4. Satisfactory evidence should be had that improvements and/or repairs or alterations thereto are completed; that contractor, sup -contractors, labor and materialmen are all paid; and have released of record all liens or notice of intent to perfect a lien for labor or material. 5. Correction deed from Henry W. Dietz to Henry W. Dietz IV. NOTE: this requirement is necessary to correct the ackowledgement of that certain deed recorded April 6, 1982 in Book 596 at Page 637 wherein the name of the signator was omitted in the acknowledgement. Schedule B - Section 1 - ALTA Commitment 19(;(; Form 1001-5 EIFfIGINAL 1 • Commitment No. 801-908377 File No. 8304009 Schedule B — Section 2 Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the sante arc disposed of to the satisfaction of the Company: 1. Rights or claims of parties in possession not shown by the public records. Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the propsed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 5. Any and all unpaid taxes, assessments and unredeemed tax sales. 7. Any lien or charge on account of the inclusion of subject property in an improvement district. 3. Right of the proprietor of a vein or lode to remove and extract his ore therefrom, should the same be found to penetrate or intersect the premises hereby granted, and a right of way for ditches or canals constructed by the authority of the United States, as reserved in United States Patent of record 9. Reservation of an undivided one-half interest in all oil, gas and other minerals for on or under said real property together with the right to enter upon, prospect for, drill, mine or remove the same upon payment of surface damages as reserved by George P. Harris and Gladys P. Harris in deed recorded February 19, 1960 in Book 324 at Page 118, and any and all interests therein or assignments thereof. 3. Covenants, conditions and restrictions as contained in instrument recorded May 12, 1972 in Book 430 at Page 497. 1. Easement and right of way for the uninterrupted flow of East Elk Creek. Easement and right of way for the Pearson and Harris Ditch insofar as it may affect subject property. 3. Easement and right of way for County Road No. 241, insofar as it may affect subject property. NOTE: EXCEPTION WILL NOT APPEAR IN THE MORTGAGE POLICY TO BE ISSUED HEREUNDER. The Owners Policy of title insurance committed for in this Commitment, if any, shall contain, in addition to the Items set forth in Schedule B — Section 2, the following Items: (1) The Deed of Trust, if any, required under Schedule B -- Section 1, Item (b). (2) Unpatented mining claims; reservations or exceptions in patents or in Acts authorizing the issuance thereof. (3) Any and all unpaid taxes, assessments and unredeemed tax sales. American Land Title Association Commitment 1966 Schedule 13 — Section 2 Form 1004-12 ORIGINAL • • Commitment For. Title Insurance Commonwealth Land Title Insurance Company, a Pennsylvania corporation, herein called the company, for a valuable con- sideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of this Commitment or by subsequent endorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate 120 days after the effective date hereof or when the policy or policies committed for shall be issued, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the company. IN WITNESS WHEREOF, the said Company has caused its Corporate Name and Seal to be hereunto affixed; this instrument, including Commitment, Conditions and Stipulations attached, to become valid when countersigned by an Authorized Officer or Agent of the Company. Attest: COMMONWEALTH LAND TITLE INSURANCE COMPANY /rjSecrltary By President Conditions and Stipulations 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions, the Conditions and Stipulations, and the I?xclusions from ('overage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and arc made a part of this Commitment except as expressly modified herein. 4. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. American Land Title Association Commitment 1966 Cover Page Form 1004-8 (11-80) ,•.;,; !,,aUon must i.r: complete where ( ) A PERMIT TO USE GROUND WATER ;;pplicable. Type or ((A A PERMIT TO CONSTRUCT A WELL ;rrnt in BLACK FOR: (>./J A PERMIT TO INSTALL A PUMP t; i-;. No overstrikes • n erasures unless ( ) REPLACEMENT FOR NO :, baled. ( ) OTHER WATER COURT CASE NO • PERMIT APPLICATION FORM ip f�L1 1:° -()UP 17. :1:s .1" 717.'1 . 1 11 t�, J :1) APPLICANT - mailing address ,/--/r°41/7 l(% s/)/ Tf;EET � fCH/r'J. 4 6-r,-v:i'r/ 2 O (c.)( J p(16-0 Y [PHONE NO (State) (ZIP) (1) lH7% ?) LOCA/TION OF PROPOSED WELL unty (r» "' `( (c/ `h H '4 of the S 'b, Section IN.SI Rng. ( I (E.WI 13 (t+k'1 P.M. 3) WATER USE AND WELL DATA oposcd maximum pumping rate (ypm) ;crave annual amount of ground water be appropriated (acre-feet): umber of acres to be irrigated: /i °posed total depth (feet): / 5 67 •uifer ground water is to be obtained from: 7-C .vner's well designation Rif ID /ti-, >l HOUND WATER TO BE USED FOR: .A HOUSEHOLD USE ONLY • no irrigation (C) DOMESTIC (1) • - ( ) INDUSTRIAL (5) LIVESTOCK (2) •( ) IRRIGATION (6) COMMERCIAL (4) ( ) MUNICIPAL (8) OTHER (9) DETAIL THE USE ON BACK IN (11) ;) DRILLER me )pmA,011./f 7) reel c -o (fi. rI. )—�i c/G S� (sloe) (210) icphone No (1)-$ _ jL! )/ Lic. No ? b FOR OFFICE USE ONLY: DO NOT WRITE IN THIS COLUMN Receipt No art 6 ! y/ basin Dist CONDITIONS OF APPROVAL 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. APPROVED PURSUANT TO CRS 1973, 37-92-602 (3)(b)(II) AS THE ONLY WELL ON A TRACT OF 35 ACRES OR IIMRE DESIGNATED AS 39,3,E ACRES IN e. /3 5E=c, /e', 7 �S•l /, 9 o(A) 4 f', M • i APPROVED FOR HOUSEHOLD USE ONLY, FOR ONE (1) SINGLE FAMILY DWELLING AND NOT TO BE USED FOR IRRIGATION. THE RETURN FLOW FROM THE USE OF THIS WELL MUST DE RETURNED TO THE SAME STREAM SYSTEM IN WHICH 111 -IE WELL! IS LOCATED. OWNER'S APPLICATION APPROVED PERMIT NUMBER 126257 DATE ISSUED J U L 2 1982 ExP1R,,�TION DATE Clrs71.d UL 2 1Q8 Asst BY ID 5 - €ER)// COUNTY -- CATION (J 11 e w;ftcr v✓ill tr.' nnr. �lr ��:;�� ;1 i•r; ;iii c11•i;(r,:,,• t,,•Itn^,' e. CENTER SECTION (1 se 1, 640 acre,) for the well luc;,t�un. NORTH1 n -+- w 2 J z 0 1- w u, to w i - --(- - --{- - -f - - -} - 4 1 MILE, 5280 FEET �l NORTH SECTION LINE ( 1 - l - I l I - --I- - 1 4_ — —_ _- III -. 1 SOUTH SECTION LINE m rn 0, 0 Z r - m - T - ± — — -� The scale of the diagram is 2 inches = 1 mile Each small square represents 40 acres. I HI ciiSt;incc,• fr(l r ' ft. from /(.' •`)r ) ft. from LOT i //l (north tut 1411111) (east or west) BLOCK FILING * sec. line sec. line SUBDIVISION L WILL BE will this be (7) TRACT ON WHICH WEL LOCATED ("/,Owner: //,/ ,C ( , ?�? / No. of acres the only well on this tract' •S (8) PROPOSED CASING PROGRAM Plaint Casing 7 in from L� ft to _ <in from ft to Perforated casing f 4 7 > !< in. from /2 (-1 ft. to ft ft. �•� h ft in. from ft to ft WATER EOUIVALENTS T(aBLE (Rounded Figures) Ari acre-foot covers 1 acre of land 1 foot deep 1 cubic foot per second (cfs) ... 449 gallons per minute (gprn) A family of 5 will require approximately 1 acre foot of water per year. 1 acre-foot ... 43,560 cubic feet . .. 325,900 gallons. 1,000 ppm pumped continuously for one day produces 4.42 acre-feet. (9) FOR REPLACEMENT WELLSgivedistance and direction from old well and plans for plugging it: (10) LAND ON WHICH GROUND WATER WILL�3E USED: Iii -,L- Owner(s): 04V, -//.'I f� E' No. of acres: •)/,, 7) A f1.,t N / i / Legal description: IiFF _ cT (11) DETAILED DESCRIPTION of the use of ground water: Household use an domestic well,must indicate typpof disposal system to be used. _ ` f (12) OTHER WATER RIGHTS used on this land, including wells. Give Registration and Water Court Case Numbers. Type or right .77 Used for (purpose) Description of land on which used (13) THE APPLICANTS) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS TRUE TO THE,f3EST OF HIS KNOWLEDGE. 5r NA T LIR F APPLICANT(S) Use additional sheets of paper if more space is required. • • Map Unit No. X29EF Part A SOIL CHARACTERISTICS Depth to bedrock : 2Q-40 inches Texture Surface Stony sandy loam Subsoil : Very stony loam, very stony sandy loam Substratum : Bedrock Unified Classification ; SM, GM, ML Permeability : Moderate to rapid Percent coarse fragments : 10-65 (greater thaq 3 inches) Salinity (ECx10 @ 25°C) pH (surface) : 7.4-8.4 Shrink -swell Potential : Low Potential frost -action (surface) : Low Flood Hazard : None Hydrologic Group : C Corrosivity Steel (uncoated) : Moderate Concrete : Low DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields : S Slope, depth to rock Sewage Lagoons : S Slope, seepage, small stones Sanitary Landfill Trench : S Slope, depth to rock, seepage Area : S Slope, seepage Shallow Excavations : S Slope Dwellings w/basements : S Slope w/0 basements : S Slope Local Roads & Streets : S Slope SUITABILITY AS A SOURCE OF... Daily Cover for Landfill : Poor Slope, small stones Roadfill : Poor Slope, stones Sand : Poor Excess fines, thin layer Gravel : Poor Excess fines, thin layer Topsoil : Poor Slope, thin layer K=5 SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION ep Unit No. X29EF Part B SOIL CHARACTERISTICS Depth to bedrock Texture Surface Subsoil Substratum Unified Classification Permeability Percent coarse fragments (greater thaq 3 inches) Salinity (ECx10 @ 25°C) pH (surface) Shrink -swell Potential Potential frost -action (surface) Flood Hazard Hydrologic Group Corrosivity Steel (uncoated) Concrete : 10-20 inches : Loam : Loam, stony loam : Bedrock CL -ML, SM -SC : Moderate : 5-45 . 7.9-8.4 : Low : Low : None D High • Low DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) S S Septic Tank Absorption Fields Sewage Lagoons Sanitary Landfill Trench Area Shallow Excavations Dwellings • w/basements w/0 basements Local Roads & Streets SUITABILITY AS A SOURCE OF... Daily Cover for Landfill Roadfill Sand Gravel Topsoil SUBJECT TO CHANGE. S S Slope, depth to rock Slope, depth to rock Slope, depth to rock Slope S Slope, depth to rock S Slope, depth to rock S Slope, depth to rock S Slope, depth to rock : Poor Slope, thin layer : Poor Slope, thin layer, stones Unsuited Unsuited Poor Slope, thin layer, stones NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION di) 540e) - RI<- X29EF- - i -Rock outcrop complex, 12 to 65 percent slopes. These strongly sloping to steep soils are on mountainsides and sloping alluvial fans. They formed in redbed shales and sandstone alluvium. Elevation ranges from 5,500 to 7,500 feet. The average annual precip- itation is about 16 inches, the average annual air temperature is about 42 degrees F., and the average frost -free period is about 100 days. The Arle soil makes up about 45 percent of the mapping unit, Ansari about 35 percent,.. and Rock outcrop about 20 percent. The Arle soil is moderately deep and well drained. Typically, the surface layer of the Arle soil is reddish brown very stony loam about 10 inches thick. The underlying layers consist of reddish brown very stony loam about 22 inches thick. Soft reddish brown sandstone and shale are found at about 32 inches. Permeability of the Arle soil is moderate. Effective rooting depth is about 30 inches. Available water capacity is low. Surface runoff is medium and the erosion hazard is high. The Ansari soil is shallow and well drained. Typically, the surface layer of the Ansari soil is reddish brown loam about 10 inches thick. The substratum is reddish brown stony loam that rests on hard reddish brown sandstone. Permeability of the Ansari soil is moderate. Effective rooting depth is about 18 inches. Available water capacity is low. Surface runoff is rapid and the erosion hazard is high. • - fl 12 l-. X29EF- '-Rock outcrop 2 This complex is used mainly for livestock grazing and wildlife habitat. The native vegetation on the Arle soil is mainly western wheatgrass, Indian ricegrass, mountainmahogany and scattered Gambel oak, Utah juniper, and pinyon pine. The native vegetation on the Ansari soil is mainly Indian ricegrass, western wheatgrass, big sagebrush, and scattered pinyon pine and Utah juniper. When the range condition deteriorates, forbs and woody shrubs increase. When the range is in poor condition, undesirable weeds and annual plants are numerous. Proper grazing management maintains and improves range condition. Seeding and brush removal are not a good practice because of steep slopes, Rock outcrop, and depth to bedrock. Wildlife using these soils for habitat include mule deer, rabbit, and grouse. Potential for community development or for use as source material is limited mainly by depth to rock, steep slopes, thin layers of borrow material, and low strength. Special design can overcome these limitations. Drainage and snow melt runoff control structures will control erosion around construction sites and roads. Capability subclass VIIe. r'. r '` r /(y{.6 4,`6 lap Unit No. 32D SOIL CHARACTERISTICS Depth to bedrock Texture Surface : Sandy loam Subsoil : Fine sandy loam to very fine sandy loam Substratum : Stony sandy loam Unified Classification : SM, ML Permeability : Moderately rapid Percent coarse fragments : 10-35 (greater than 3 inches) Salinity (ECx10 @ 25°C) pH (surface) : 6.6-7.8 Shrink -swell Potential : Low Potential frost -action (surface) : Low Flood Hazard : None Hydrologic Croup : B • Corrosivity Steel (uncoated) : High Concrete : Moderate DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) : More than 60 inches Septic Tank Absorption Fields : M Slope Sewage Lagoons : S Seepage, slope Sanit :r•y Landfill Trench : S Seepage Area : S Seepage Sh:tilow Excavations : M Slope Dwellings w/basements : M ope w/0 basements : M S ope Local Roads & Streets : M Slope SUITABILITY AS A SOURCE OF... Daily Cover for Landfill : Fair Slope, large stones Roadfill : Good Sand : Poor Excess fines Gravel : Unsuited Topsoil Fair Small stones, steep slope SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION 32D-Begay sandy loam 2 When the range condition deteriorates, forbs and woody shrubs increase. When the,range is in poor condition, undesirable weeds and annual plants are numerous. Proper grazing management maintains and improves range condition. Brush reduction is required to improve deteriorated range sites. Seeding is a good practice if the range is in poor condition. Suitable plants for seeding are crested wheatgrass, western wheatgrass, and Russian wildrye. For successful seedings, a good practice is to prepare a seedbed and drill the seed. Wildlife using the Begay soil for habitat include cottontail rabbit, squirrel, mourning dove, chuker, and some mule deer. This soil is limited for community development and for use as source material by low strength, a high percentage of sand, and steepness of slope. Capability subclass IVe. A°o�/�^�`j L044) ap Unit No. X55E SOIL CHARACTERISTICS Depth to bedrock :More than 60 inches • Texture Surface :Channery loam Subsoil Substratum :Gravelly loam, very gravelly loam Unified Classification :SM, GM -GC, GC Permeability Percent coarse fragments (greater than!, 3 inches) Salinity (ECx10J @ 25°C) pH (surface) Shrink -swell Potential Potential frost -action (surface) Flood Hazard Hydrologic Group Corrosivity Steel (uncoated) Concrete :Moderately rapid :5-10 . 7.9-8.4 . Low • Low • None B : Moderate Low DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields : S Slope Sewage Lagoons : S Slope, seepage, small stones Sanitary Landfill Trench : S Seepage, slope, small stones Area S Slope, seepage Shallow Excavations : S Cutbanks cave, depth to rock, small stones Dwellings w/basements : S Slope w/O basements : S Slope Local Roads & Streets : S Slope SUITABILITY AS A SOURCE OF... Daily Cover for Landfill : Poor Slope, small stones, seepage Roadfill : Fair- Low strength, slope Sand : Unsuited Gravel : Unsuited Topsoil : Poor Small stones, slope SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION • X55E-Chilton channery loam, 12 to 25 percent slopes. This deep, well drained, moderately steep to hilly soil is on alluvial fans and valley sideslopes. It formed in alluvium from redbed shale and sand- stone. Elevation ranges from 5,000 to 6,500 feet. 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 reddish brown channery loam about 13 inches thick. The subsurface layer is reddish brown channery sandy loam about 10 inches thick. The underlying layer is pinkish cobbly sandy loam or loamy sand that extends to a depth of more than 60 inches. Included with this soil in mapping and making up 10 to 15 percent of the unit are small areas of Begay and Morval soils, both on less than 12 percent slopes. Permeability of the Chilton soil is moderately rapid. Effective rooting depth is 30 to 40 inches. Available water capacity is low. Surface runoff is medium and the erosion hazard is high. This soil is used mainly for wildlife habitat and livestock grazing. The native vegetation on this soil is mainly bluebunch wheatgrass, western wheatgrass, mountainmahogany, and big sagebrush. When the range condition deteriorates, forbs and woody shrubs increase. When the range is in poor condition, undesirable weeds and annual plants are numerous. Proper grazing management maintains and X55E-Chilton channery loam 2 improves range condition. Seeding and brush removal are usually not practical because of steep slopes. Wildlife using this soil for habitat include mule deer, cotton- tail rabbit, squirrel, and wild turkey. This soil is subject to occasional flooding during heavy rainfall or snow melt runoff. It is easily eroded. The main factors limiting community development are steep slopes, susceptibility to piping, frost heave, and content of stones. Cut slopes need immediate reveg- etation to minimize the effects of erosion and to prevent gullying. Capability subclass VIe. L 0 R m S! 0� S V RLS-Torriorthents-Camborthids-Rock outcrop complex, steep. This broadly defined unit consists of sandstone and shale bedrock exposures, loose stones, and shallow to deep soils overlying sandstone and shale becrock and stony basaltic alluvium. Relief is moderately steep to very steeply sloping on slope grad- ients ranging from 15 to 70 percent. This broadly defined -unit occurs intermittently throughout the soil survey area. The Torriorthents make up about 45 percent of this unit. They occur on the foothills and mountainsides underlying sandstone and shale bedrock exposures consisting primarily of Mesa Verde sandstone and Wasatchishale. The soils are shallow to moderately deep, and generally are clayey to loamy in texture with a variable amount of gravel, cobble, and stone throughout. The surface is normally stone covered due to weathering of overlying bedrock exposures being carried down slope by gravity. Basaltic stone and cobbles occur on the surface in the area south of the Colorado River in the soil survey area. The Camborthids make up about 20 percent of this unit. They occur on the moderately steep lower toe slopes and concave open areas of the foothills and mountain slopes. The soils are shallow to deep, have light colored surfaces, a slight increase in clay in the subsoil, and generally clayey to loamy in texture. They are RLS-Torriorthents-Camborthids-Rock outcrop complex, steep 2 normally stone free throughout. Scattered basalt stones, cobbles, and sandstone rock fragments cover the surface. Rock outcrop makes up 15 percent of this unit. The Rock out- crop consists mainly of Mesa Verde sandstone, Wasatch shale, and basaltic boulders and stones. There are small areas of limestone and gypsum rock outcrops in the eastern part of the soil survey area. Included in the mapping of this unit are small isolated areas of Ildefonso, Lazear, Ansari, Begay, Heldt, and Dollard soils. These soils are very scattered occurring intermittently throughout this unit and make up 10 to 20 percent of this unit. This unit has a fair livestock grazing value. The native vege- tation includes wheatgrasses, bluegrasses, Indian ricegrass, needle - grasses, bitterbrush, mountainmahogany, big sagebrush, and an over - story of pinyon pine and juniper trees. The area is also used for wildlife and recreational purposes. Most of this unit is a prime deer wintering area. Other game animals such as rabbits, coyotes, and a few elk use this for food and protective cover. The amount of stone on the surface and the steepness of slopes make this unit unsuited for cropland. Some areas may be reseeded to pasture by broadcast seeding. Other types of revegetation practices are more difficult because of surface stones and steep slopes. • • RLS-Torriorthents-Camborthids-Rock outcrop complex, steep 3 Management of the vegetation on this unit should be designed to maintain a wood product and limited livestock grazing. Selective thinning of the pinyon -juniper may improve the understory resource for grazing while obtaining firewood and posts. Steep slope, moderate to high erosion hazard and slow re -growth of the trees need to be considered in harvesting operations. For building sites the main limiting soil features are steep slopes and stoniness. These may be overcome by appropriate design and construction or alternative methods. Capability subclass VIIe, nonirrigated. • VAN HOOSE SUBDIVISION GEOLOGIC AND SOILS ANALYSIS AND RADIATION EVALUATION The dense trees and brush together with an average slope of 40% over the easterly 80% of this parcel limit building construction to that area adjacent to County Road No. 241. As cans. be seen on the attached soil conservation reports, the soil is generally rocky iwth a porous sand subsoil. This land has not been used for agricultural purposes and has minimal value in that regard. There appears to be no radiation hazard in this area, has no known history of radiation on this site and a potential radiation hazard to this parcel is unlikely. A f ;1,11 12 /,),.1'N' ..-;-._.'rk ' ,:.›...1 .(1.12:1,V,—,=--,---7-,- 1 Mr •_:7-'• -:_....).•41.e:':....kil'. )-1K 1 y(r--\ ir-vs"7-e-F4-1/Z./. ..A...* • ..---f. ' /1)ki 15 Kd ..)L7 ,If 4,M,O2111,. Vit "1,4- 100- - c 'l ,--, ,-,- -K,_„Pe \\,,,""--t. - T p • ..,.:411:•/ ' , ,..r,w (--; ,p ijii 04174-Aitt +,‘ f • . NQ , , ) 10,1, • oe'.K ouM ..24041 • •: .• ) : • . 1 • • . • •s• . • • 6.6t2 itte-ts.IJ7vc-A74 \or t•••\ JURASSIC TRIASSIC l PERMIAN PENNSYLVANIAN MISSISSIPPIAN DEVONIAN ORDOVICIAN CAMBRIAN PRECAMBRIAN firm map uniti r.: and Battlement c:- slump blocks of here. include mud - e: north of Aspen, old 'Larson and :962) :ravels deposits WI) and .r.ar: gravels r..orairal form sub - aired to bouldery rot all be of same x:t boulders and in }stone. sandstone, �glc rnerate at base. 5 rr.) south of State an. beds of volcanic ;152 m) in Williams auivalent to Browns in_ KJdm KJde Jmce ime JI mg Tic JI mc Ps PIPwm Pcm Pm Pb Pmb Pmbe Pe Pee SOUO7wdrci 111 tAspeli area driu edS(walu CIL Jute nallyje DAKOTA FORMATION AND MORRISON FORMATION DAKOTA,•RRISON, CURTIS, AND ENTRADA FORMAS ALONG COLORADO RIVER NEAR BURNS AND STATE BRIDGE; ELSEWHERE, DAKOTA, MORRISON, AND ENTRADA FORMATIONS MORRISON, CURTIS, AND ENTRADA FORMATIONS MORRISON AND ENTRADA FORMATIONS GLEN CANYON SANDSTONE (LOWER JURASSIC AND UPPER TRIASSIC)—Light-brown to light -gray crossbedded sandstone that closely resembles the overlying Entrada Sand- stone, from which it is separated by a subtle unconformity. Maximum thickness 75 ft (23 m) MORRISON, ENTRADA, AND GLEN CANYON FORMATIONS CHINLE FORMATION (UPPER TRIASSIC)—Brownish- and purplish -red calcareous siltstone, mudstone, and sandstone; limestone -pellet conglomerate in lower part; Gartra Sandstone Member at base (pale -purple to white pebbly sandstone 25 ft or 8 m thick). Thickness 1,200 ft (365 m) near Brush Creek south of Eagle; thins from there in all directions; wedges out beneath pre -Entrada unconformity along west side of Gore Range and in Elk Mountains southwest of Aspen MORRISON, ENTRADA, AND CHINLE FORMATIONS—Along Grand Hogback south of T. 6 S., Chinle is represented only by the Gartra Member STATE BRIDGE FORMATION (LOWER TRIASSIC AND PERMIAN)—Orange-red to red - brown siltstone and sandstone. Thickness at least 5,000 ft (1,525 m) in local depositional basin in Hardscrabble Mountain area south of Eagle. To the north, unit is 500 ft (152 m) thick and thins eastward to wedge out along west flank of Gore Range. To the southwest, unit is 2,400 ft (732 m) thick along Fryingpan River east of Basalt but absent beneath pre- Chinle and pre -Entrada unconformities at Grand Hogback and in Elk Mountains CHINLE AND STATE BRIDGE FORMATIONS MAROON FORMATION (PERMIAN AND PENNSYLVANIAN)—Maroon and grayish -red sand- stone, conglomerate, and mudstone; lower part intertongues with Eagle Valley Formation or Evaporite which underlies the Maroon in places. Thickness >9,500 ft (2,900 m) in area southwest of Aspen; thins northeastward to depositional margin along west flank of Gore Range; thinning also due to pre -State Bridge unconformity WEBER SANDSTONE (PERMIAN AND PENNSYLVANIAN)—Yellow-gray sandstone. Thickness about 100 ft (30 m) near northwest corner of quadrangle; thins toward depo- sitional margin to south and east; present margin south of Glenwood Springs, east of Eagle, and east of Burns results in part from truncation beneath pre -State Bridge unconformity WEBER SANDSTONE AND MAROON FORMATION CHINLE, STATE BRIDGE, AND MAROON FORMATIONS MINTURN FORMATION (PENNSYLVANIAN)—Gray, pale -yellow, and red sandstone, grit, conglomerate, and shale, and scattered beds and reefs of carbonate rocks. Includes rocks of Gothic Formation of Langenheim (1952). Thickness near Minturn >6,000 ft (1,830 m); thins abruptly eastward toward depositional margin along west flank of Gore Range and at Breckenridge. Thins westward and intertongues with Eagle Valley,Evaporite in Eagle basin. Thickness on western side of basin, in Elk Mountains, about 3,000 ft (915 m). East and north of Sawatch Range, contact with overlying Maroon Formation is placed at top of highest marine limestone; west of Sawatch Range and White River Plateau, contact is at color change from predominantly gray (Minturn) below to predominantly red (Maroon) above BELDEN FORMATION (PENNSYLVANIAN)—Dark-gray to black shale, carbonate rocks, and sandstone. Map unit includes local thin lenses of Molas Formation (Pennsylvanian) at base. Maximum thickness in Elk Mountains and White River Plateau area about 900 ft (275 m); thins eastward to depositional margin along Gore Range and near Hoosier Pass MINTURN AND BELDEN FORMATIONS Evaporite-bearing facies of Minturn and Belden Formations—Mapped only in South Park, in southeast corner of quadrangle EAGLE VALLEY FORMATION (PENNSYLVANIAN)—Gray and reddish -gray siltstone, shale, sandstone, carbonate rocks, and local lenses of gypsum. Unit is transitional between the coarse clastic rocks of the Minturn and Maroon Formations and purely evaporitic rocks. Thickness variable, depending on intertonguing relations EAGLE VALLEY EVAPORITE (PENNSYLVANIAN)—Gypsum, anhydrite, and interbedded siltstone and minor dolomite; contains thick salt at depth in some places, as shown by wells drilled for oil and gas. lntertongues with Minturn, Belden, and Maroon Formations and grades into fine-grained clastic rocks of Eagle Valley Formation. Diapiric in structural configuration in many places, especially in Targe area in central part of quadrangle. Thick- ness indeterminate ..,.-. r.r-. ...wn.wr r-teNwr' 1__I._I.- -[ 1 ....-1..:11,, T (r, TTho1r_