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HomeMy WebLinkAbout1.0 ApplicationMay -23-96 1O:14A Stella Archuleta 970-945-1555 P.02 Sketch 1'1nn - Tv• -c.. 1. `l Preliminary Plan Final Plat SUBDIVISION APPLICATION FORM SUBDIVISION NAME: f):)7\i.L.asc,.., L)4% OWNER: ENGINE ER/PLANNER/SURVEYOR: LOCATION: Section WATER SOURCE: Wel IAA Township S S Range (431L.J. SEWAGE DISPOSAI. METHOD: 5�� �cr ) g1.644 PUBLIC ACCESS VIA: ex))pR.o..dc, EXISTING ZONING: AkAPLa, p47 EASEMENTS: Utility evto L11-e,�1_Gc4-kc- 1 2.) ec fAyk Ditch TOTAL DEVELOPMENT AREA: (1) Residential Number Acres Single P'amiy 2 • S� Duplex Multi -family Mobile Home (2) Commercial Floor Area Acres (3) Industrial (4) Public/Quasi-Public (5) Open Space/Common Area TOTAL: PARKING SPACES: Residential. Commercial. Industrial sq. ft. sq.ft. =d,:LF �' LAND USE TABLE PONDEROSA SUBDIVISION SKETCH PLAN 1. EXISTING ZONING AND PROPOSED ZONING CHANGES: AARD, no change. 2. DEVELOPMENT AREA: 8.56 acres. 3. NUMBER OF LOTS: Two. 4. DWELLING UNITS PROPOSED: Two. 5. NONRESIDENTIAL FLOOR SPACE: None. 6. DWELLING UNITS FOR EACH STRUCTURE: Lot 2 has an existing single family residence (mobile home). Lot 1 is proposed for a single family detached residence. 7. OFF-STREET PARKING SPACES: Two per lot or as otherwise required. 8. TOTAL PROPOSED DENSITY: 1 residential unit per 4.25 acres. PONDEROSA SUBDIVISION SKETCH PLAN SUPPLEMENTAL INFORMATION A. Source and amount of water supply: Existing domestic water well with West Divide Replacement Water contract and pending application for Ponderosa Springs No. 1 and 2. B. Sewage Disposal: ISDS w/ leach field C. ASCS soil information: Attached. D. Impact on lakes, streams, and topography: None. Government Creek is on the other side of Hwy. 13 from the lots. The intermittent gulch crossing the property will not be impacted. E. Potential Radiation hazards: No surveys have been conducted, no such hazards known. F. Public access: Access to the new lot will be from the exist- ing permitted driveway. (Copy of driveway permit attached.) wh�k ,'terc/rc A G. Utilities sources: Electricity: property served by-Ralailie Akrommimmpoverhead line; Natural Gas: not available in area; Telephone: U.S. West line in Hwy. 13 right of way; and Cable T.V.: not available. STATit OI COL OrtA ISO Canny .t Garfield • BOOK 563 1.4E869 e rrt.a t,l _��f e 0,40 4 �_ JAN n so Rtxept+on No `)1 19 NtiLDRED �,�SDO6!F, RECORDER At d regular t..nlna nt the herd et County a aatdsloe.en ter Gerlieid Cneetr.C.lor.M .1+`• bid u the treed Hewn In Otwtwoed Sprawls hlOndaY the Is .h d.y./ 'r JaflUary •,,, .A. U. 19 81. theme .resent; ee La-rry Velasquez .� e1y Ombra :1 FSaven�J. Cerise Eugene -*3io" "Drinliiiouee "' � . . ,;..; _ _ ._ .sem Tinkftet • Arthur-A.`i►iS 1analp., ...3=. — eig—n—:ose, beputY �"_, Milty tabm the leaewiet p.esesun a, Moet otlr. were lied and done, towlt: • • RESOLUTION /40..81-19 A RESOLUTION CONCERNED WITH GRANTING AN EXEMPTION FROM THE GARFIELD ' `COUBTT SUBDIVISION REGULATIONS FOR HUMBERT REES WHEREAS, Huebert Rees has petitioned the Board of County Commissioners of *Garfield Cdunty, Colorado, for an exemption from the definition of the terms "subdivision". and "subdivided land" under C.R.S. 1973, 30-28-101 (10) (a) -(d), as amended, and the Subdivision Regulations of Garfield County, Colorado, adopted January 2, 1979, Sections'' .02.21 (d) and 3.02.01 for the division of a 693 acre tract described as follows: into 2 tracts of approximately 6.23 and 686.77 acres each. more or less, which proposed t'ivided tract is more particularly described as follows: All.that part of the SiiitSWFt of Section 5, Tvp. 5 S., Range 93 W., lying Worth and East of the Right-of-way of Colorado State Hwy. 13. (in the State of Colorado and County of Garfield); and WHEREAS, the Petitioner hes demonstrated to the satisfaction of the Board of County Commissioners of Garfield County, Colorado, that the proposed division does not fall within the purposes of Part 1, Article 28, Title 30, Colorado Revised Statutes 1973, as amended, for the reasc:t that the parcel is split by a public right-of-way and the impact created does not warrant a full subdivision review: and WHEREAS, the Petitioner has demonstrated to the satisfaction of the Board of Cocnty Commissioners of Garfield County, Colorado, that there is a reaaonable probability of locating domestic water on each of said tractc, that there is adequate ingress and egress to said tracts, that the location of septic tanks will be permitted by the Colorado Department of Health, that the requested division is not part of an existing or larger development and does not fall within the general purposes and intent of the subdivision regulations of the Sta.e of Colorado and the Cutty of Garfield, and should, therefore, b. exempted from the definitio.i of the terms "subdivision" and "subdivided land" as set forth in C.R.S. 1973, 30-28-10: (10) (a) -(d), as amended, MN, THEREFORE, BE IT RESOLVED that the division of the above described tracts "A", from the above described 693 acre tract is hereby exempted from such definitions and said tract may be divided into tract "A", all as is more fully described above, and said divided tract may be conveyed in the form of such smaller tracts without further compli- ance with the aforesaid subdivision statutvea and regulations: provided, however, that this exemption is granted on the condition and with the express•understanding and agreement of the Petitioner that no further exemptions be allowed on said tract "A", and that a copy of the instrument orinatrteaents of conveyance when recorded shall be filed with this Resolution. y THE BOARD OF C0JNTY COMMISSIONERS ATTEST: Wit_ �' —1 �4 OF GARFELD COUNTY , COLORADO Deputy C1e,Yk of,,,t,he Board f ^} f By: i\1•� i�1^fz %.y, -.mina duty made and seconded the forerun. Ra.olutan teas adopted by the foUo , nq note• Larry velasguez _____ _ __......_..__..._....__..._..Ay. Maven ..t. Cerise ; i`tiaene TJim' .brinkhouse ` _ _..._..__.. Ay. Commissioners STATE OF COLORADO County of Garfield 1, .. _u._...__.._ .............._.....__.,. , County Clerk and es offtdn Clerk of the Board of County Commissioners In and for the County and Stat• aforesaid do hereby certify that the erne -red and f r..rim; Order it truly a•pi.d fror-. the Records of the h.rtv.dtngr of the bard of County C,nnutaoner. foe ani Garl.eld Cour.ty, mnve in my office IN WITNESS WFIERECF, 1 have hereunto tet my band and assume the "ell of sad County, at Glenwood Sponge, the. ___.... day of A. 1) 1...... _....... County Clerk and ea -officio Geek of the Board of County Commissioners - i GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 2014 Blake Avenue Glenwood Springs, Colorado 81601, Phone (303) 945-8241 INDIVIDUAL SEWAGE DISPOSAL PERMIT ::1+ Owner RICHARD & AWILDIA FOWLER 1213 This does not constitute a building or use permit. System Location 10286 Hwy 13, Rifle Licensed Installer owner ` Conditional Construction approval is hereby granted for a XXXX Septic Tank or Aerated treatment unit. Absorption area (or dispersal area) computed as follows: Perc rate of one inch in Z© 1.000 gallon minutes requires a minimum of --7z 3 sq ft of absorption area per bedroom. Therefore the no. of bedrooms 3 x ?23 sqft minimum requirement = a total of Q sq ft of absorption area. May we suggest XcJ/ X 3dee2L.S O%- /8 >C .S 3 citee/, Date �9 Ji Inspector FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to cover- ing any part. ©A d/ V ,O K Septic Tank access for inspection and cleaning within 12" of ground surface or aerated access ports above ground surface. Proper materials and ass bly. Tracer/off septic a k or aerated trement unit. Adequate absorption (or dispersal) area. Adequate compliance with permit requirements. Adequate compliance with County and State regulations/requirements. Other Date 7/Z- 7 g'2— Inspectur e� RETAIN WITH RECEIPT RECORDS /CONSTRUCTION/S �t'ls / IIT `CONDITIONS: 1. All installation must comply with all requirements of the County Individual Sewage Disposal Flegulations, adopted pursuant to au- thority granted in 66-44.4, CRS 1963, amended 66.3.14, CRS 1963. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Connection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a viola- tion of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section III, 3.24 requires any person who constructs, alters, or installs an individual sewage disposal system in a manner which in- volves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense (5500.00 fine — 6 months in jail or both). Applicant: Green Copy Department: Plnk Copy '-•••••••••• ry�nMM-f -, ,r -,-S.vvvvYr/'v +vim`, �..r�.n�r.^.. .^n ter- r.•r� - .III"�lr�� (TO BE RETURNVD TO BLDG. & SANI. DEPT.) -.MM-. ""..1 Y. v... ... f RIFLE FIRE PROTECTION DISTRICT Ken Rose 10286 Highway 13 Rifle, Colorado 81650 April 16, 1996 Re: Subdivision Mr. Rose, As per our discussion on April 12, the Rifle Fire Protection District fas reviewed your proposed subdivision of the property located at 10286 Highway 13. As we had discussed, your intentions are to take the property and split it into two parcels of approximately equal size. The intentions for the new piece of property are to put one single family dwelling on the parcel. This action does not make any significant impacts on fire protection requirements of the District. The main concern, as we had discussed, is that a defensible space should be created around the structure to help and protect it in the event of a wild land fire. Obviously, though not required, I would encourage you to work with the Fire District and your neighbors to identify potential water supplies for any fire suppression activities which may arise in the future. The Rifle Fire Protection District finds that this proposal complies with the current standards adopted by the District. Thank you for your cooperation and feel free to contact me if I can be of further assistance. Sincerely, Mike Morgan Fire Marshal Rifle Fire Protection District Telephone (970) 625-1243 • Fax (970) 625-2963 1850 Railroad Avenue • P.O. Box 1133 • Rifle, Colorado 81650 • • COLORADO DIVISION OF WATER RESOURCES DEPARTMENT OF NATURAL RESOURCES 1313 SHERMAN ST., RM. 818, DENVER CO 80203 phone - info: (303) 866-3587 main: (303) 866-3581 RECEIVED MAY 2 PRELIMINARY 1996 RESIDENTIAL *(Note: You may also use this form to apply for livestock watering) Water Well Permit Application Review instructions prior to completing form Must be completed in black ink or typed 1. APPLICANT INFORMATION 6. USE OF WELL (check appropriate entry or entries) Name of applicant (� K M eV__ ,1.1. ,S QO 5-( See instructions to determine use(s) use use for which you in one single-family in 1 to 3 single-family 2., may qualify — dwelling to exceed 1 acrr:5 T$ sq. ft.. cre • A. Ordinary household (ND outside use) Manna ame.. !O?- CO _awl 1 3 gl B. Ordinary household dwellings: Number of dwellings: State Zip °Ode R1.(-: k t �L) esi 5 v 'Pa Home garden/lawn area irrigated irrigation, not �'-1U�0 Telephone Number (include arae code) 51 Domestic animal watering — (non-commercial) (on farm/ranch/range/pasture) 2. TYPE OF APPLICATION (check applicable box(es)) ■ C. Livestock watering ❑ Construct new well ❑ Replace existing well 0 Change (source) aquifer ❑ Other: jEl Use existing ii2 Change / Increase well Use permit} 7. WELL DATA "mumpunpina rata /..5— 9Pm be withdrawn acre-feet, r..(— C KCk, R.•'(✓c a., Arra* amount to a ,rquf.r O 2nrvu (c t) • Reapplicationiemp:+d , Tote depth S-7,1 feet 3. REFER TO (if applicable): Water court case: Permit• 1$S .3(v 14 _ 8. TYPE OF RESIDENTIAL SEWAGE SYSTEM p.Septic tank / absorption (each field Verbal 8 -VE- Monitoring hole acknowledgment • MH- in Central system District name: Well name ors 0 Vault Location sewage to be hauled to: 4. LOCATION OF WELL " `' 7 • Other (attach copy of engineering design) County c: d` Quarter/quarter t/4 Quarter ` t...,i '4 9. PROPOSED WELL DRILLER (optional) Name r License number Section Township N or S Range E or W Principal Meridian % ,S ❑ i:. 913 • ® 10. SIGNATWICE of applicant(s) or authorized agent Distance of well from section lines 1331 ft. from 0 N s 394 n. from The making of false statements herein constitutes perjury in the second degree, which is punishable as a class 1 mis- demeanor pursuant to C.R.S. 24-4-104(13)(a). I have read the statements herein, know the contents thereof and state that they are true to my knowledge. ■ E 5$ w wel location address, if ditf.rerit from applicant address 1rr apolicaelei For replacement weds only - distance and direction from odd well to new well feet direction "'°atbeer'aAe'e`an"tse 4 'n VLL,�, `S (2� S { 5. TRACT ON WHICH WELL WILL BE LOCATED A. You must check ❑ Subdivision: Name Lot no. one of the following - see instructions Tree Ow r\ e, 9 ` once sl /,e3 154, Block no. Filing/Unit OPTIONAL INFORMATION 0 County exemption (attach copy of county approval & survey) Name/no. Tract no. uses map name DWR map no. Surface lieJ. ❑ Mining claim (attach copy of deed or survey) Name/no. Office Use Only USE DIV 5 - Other (attach legal description to application) CO 3 B. STATE PARCEL ID# (optional): d--3 — z 1 19 os 3 00 0 (o i WD 3 C. 8 acres in tract D. Are you the owner of this property? detailed inst.) BA ■ YES • NO (if no - see E. Will this be the only well on this tract? (if other wells are on this tract - see detailed inst.) MD t S.YES • NO Form GWS -44 (11/95) FORM .NO "'31 11/90 WELL CONSTRUCTION AND TEST REPORT STATE OF COLORADO, OFFICE OF THE STATE ENGINEER For Mica. Use only 1. WELL PERMIT NUMBER 1 ,S" 3(.0 17 - 2. OWNER Mailing City, Phone NAME(S) K/ t4e1L l S Qcf.s< Address i r) 2.5c to l4-w� t 'S SL Zip l'�,'Ate OD e/ C.5 f) (9J -o) (D 3.-5- 4 i-I Sr..' 3. _ WELL LOCATION AS DRILLED- 5 LJ 1/4 5 L) 1/4, Sec. 5 Twp. 5 S , Range Q 3 L) . DISTANCES FROM SEC. UNES: 13).n ft. from So )4- k Sec. fine. and 7-/(e. J tL from - LOVA- Sea line. OR FIUNG(UNfn SUBDIVISION: STREET {north or sown) (east or west) LOT BLOCK ADDRESS AT WELL LOCATION: 4. GROUND DATE SURFACE ELEVATION ft. DRILLING METHOD 7c0 /15-a7 41/- Ai'` . COMPLETED 4- 1P-6 . TOTAL DEPTH ft DEPTH COMPLETED ft. 5. GEOLOGIC Dspds LOG: os d tu� n .;r (Type, stns. Color. Wake l oo n) 6. DAM. (in.) From (ft) To 7) C) j 7. PLAIN CASING OD (irk) nd Wall ' From(ft) To(ft Te e/ • 'LI-./7, d - '/ . 2e.,,.,1,77 f. - i vP- 0 - t`)-��� �,a44„,,;,/;,, - - �../ fvG �_,' to .25a ?e5,'7 - 77o - 12 5, .+�-LP_- . PERF. C SING: Screen Slot Size: 8. FILTER PACK Mate ' - ' _ / ._ / 9. PACKER Type Depth PLACEMENT: _ Size Interval _-/ 7e - c 10. GROUTING RECORD:. Material Amount�to JDensity Inte Placement i/% j7�_ u-/- 17 peC/L , �$ REMARKS: 11. DISINFECTION: Type - Amt. Used 12. WELL TEST DATA: D Check ifTest Data is submitted on Supplemental Form. g c f} 1 4j/9 07 gpm. TESTING Static Pumping Remarks ,box METHOD Al f 1- /4- T -i _ Level _- 45 ft. Datefine measured level ft. Datefrime measured /r - 9 6 , , Production Rate (hrs.) , Test length � . 13. I have rad of tabs CONTRACTOR Mailing the statements made herein and know the contents thereof. and that ttwrf ao true b my knowledge. [Pursuant b Section herein 24-4-104 (13)0) GFIS.. Ne milting 2 Lt. No.g 3 2 ataarrnnss constitutes penury in the second degree and is punishable as a clue 1 nrsdemsuwt.J /raj_ 7 ! / W I }- 2.c l / N � Phone gam, �OL� . Address Name/Title (Please type or print) k t. in `r E. YweA16, r )e4;_9 5 Signature _t_--- , Date if r))' 2" 6. 7 / Form No. OFFICE OF THE STATE ENGINEER `-t thIS=15 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 8663581 APPLICANT KENNETH S ROSE BOX 1632 RIFLE CO 81650 ( 303)625-4454 PERMfT TO CONSTRUCT A WELL uc WELL PERMIT NUMBER is5364____ DIV. 5 CNTY. 23 WD 39 DES. BASIN MD Lot: Block: Filing: Subdiv: APPROVED WELL LOCATION GARFIELD COUNTY SW 1/4 SW 1/4 Section 5 Twp 5 S RANGE 93 W 6th P.M. DISTANCES FROM SECTION LINES 1275 Ft. from South Section Line 750 Ft. from West Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction and Pump Installation Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 17. 3) Approved pursuant to CRS 37-92-602(3) (b) (II) (A) as a reapplication for expired permit no. 138248, and as the only well on a residential site of 6.23 acres described as that portion of the SW 1/4 of the SW 1/4 of Sec. 5, Twp. 5 South, Rng. 93 West of the 6th P.M., Garfield County, being more particularly described on the attached exhibit •A' as the Rees Exemption. 4) The use of ground water from this well is limited to ordinary household purposes inside a single family dwelling. The ground water shall not be used for irrigation or other purposes. 5) The maximum pumping rate shall not exceed 15 GPM. 6) The return flow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water is retumed to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feat from the location specified on this perm t. 3-04-75- PUMP -/4-95 APPROVED JD2 State Engineer Receipt No. 0380741 PUMP INSTALLER'S COPY By fel DATE ISSUED MAR 1 it 1995 EXPIRATION DATEMAR 1 if 1997 KENNETH S. ROSE 10286 HWY. 13 (970) 625-4454 RIFLE, CO 81650 Pay to ti 1c orticr o� 9qc 5735 82400/9121 REGIONAL BANK of COLORADO,• - RLFOpp(pp I OLRAD0 516 ,•�' For �:LO2104008I: -724:18 20 LII'5735 WEST DIVIDE WATER CONSERVANCY DISTRICT P. O. BOX. 1478 RIFLE, COLORADO 81650-1478 625-1887 Officers Board of Directors President 876-2821 Kelly Couey Kelly Couey 4745 C. R. 315 4745 C.R. 315 Silt, CO 81652 Silt, CO 81652 Vice President Samuel B. Potter 0598 C.R. 323 Rifle, CO 81650 Treasurer/Alternate Sec. LaVerne Starbuck 3106 C. R. 342 Silt, CO 81652 Secretary William M. 2ilm 0090 Sunlight Dr. Glenwood Springs, CO 81601 May 16, 1996 Kenneth S. Rose 10286 Hwy 13 Rifle, CO 81650 Dear Mr. Rose: William M. 2ilm 0090 Sunlight Dr. Glenwood Springs, CO 81601 LaVerne Starbuck 3106 C.R. 342 Silt, CO 81652 Larry S. Axthelm 1002 Cooper Ave. Glenwood Springs, CO 81601 Samuel B. Potter 0598 C.R. 323 Rifle, CO 81650 Enclosed is your approved contract #960510KR(a). Please read the contract carefully if you have not already done so, but please especially note paragraph 2 concerning availability of water. West Divide obtains its storage water from Ruedi Reservoir and Green Mountain Reservoir. Current federal policy has made it increasingly difficult to predict availability of water to West Divide. While we cannot guarantee that we can make any water available to you under this contract, we will continue to do everything possible to assure availability of the federal water while we develop alternative supplies. This water allotment contract may require you to obtain a well permit from the State Engineer's office. Once your well is drilled you are required to install a measuring device and submit a meter reading to West Divide. You will be provided with a special form for this purpose upon notification that your well has been drilled. Kenneth S. Rose May 16, 1996 Page 2 Non-compliance with measuring and reporting requirements are grounds for cancellation of your water allotment contract with West Divide. This could result in action by the State Engineer which could prevent your further use of your well. Sincerely yours, Ci..'mad d oc anet Maddock Administrative Assistant Enclosure cc The State Division of Water Resources w/enclosure Division No. 5 Water Resources w/enclosure The Colorado River Water Conservation District w/enclosure District No. 45 Water Resources w/enclosure Edward J. Currier, P.E. w/enclosure Contract No.960510KR(a) Map ID No. 217 Date Activate. 0.5/15/96 APPLICATION AND DATA FORM TO LEASE WATER FROM WEST DIVIDE WATER CONSERVANCY DISTRICT A. APPLICANT Name ,{ S S� Address ca?_gCP i4 j'S R.; Fit ca 8ltS-o Telephone Number 17-C.)/ 601 - 444S-4 Authorized Agent or Representative B. WATER RIGHT OWNED BY APPLICANT Name of Right. Type of Structure or Right t ie1I Location of Point of Diversion -4141.' TI - I r.L OF Sccr4- E /33/' TQ .Som 1,`,•t o� ►-. S . Water Court Case No. Well Permit No . J EgS3 C. INTENDED USE OF LEASED WATER A Location of Area of Use 5ec e 10 ; 1- A (F4C,X Description of Use no.N.t.0-1ti. L9bt ) 12.1606 514 C F - F 1-0-4a)v% 01...t c C-CL.ci.4.c1 / r1 y . r tc' w"-tf2.t.i aa 1. ►x s 4-0d r 1P(2 P(Zc t.c.-rbr\ Number of Dwelling Units a Total Acreage $.(o Proposed Potable Water System wt11 ` .1-I ..�. 5 S r 4-c"1k Proposed Waste -Water Treatment System j?ri ti. G: d ,'c Projected Monthly Volume of Leased Water Needed in Gallons: Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. Annual Total Gallons Acre Feet Maximum Instantaneous Demand .SQ gpm D. OTHER REMARKS I Signature Date !� Signature EXHIBIT A LEGAL DESCRIPTION: A parcel of land in all that part of the SW1/4 SW1/4 of Section 5, Township 5 South, Range 93 West of the Sixth Principle Meridion of Gorfield County, Colorado that lies North and East of the right—of—woy of Colorado Highway 13, being more particularly described as follows: Beginning at the intersection point of the Northeasterly Right—of—woy of Colorado State Highway 13 and the North line of soid SW1/4 SW1/4, Whence the South 1/16 comer common to Sections 5 and 6 bears S 89'49'00" W a distance of 232.46 feet. Thence S 57'57'35" E along said right—of—way a distance of 1282.63 feet to the intersection point of the said right—of—way and the Eost line of said SW1/4 SW1/4; thence N 0020'53" E along the Eost line of said SW1/4 SW1/4 a distance of 683.96 feet to the Southwest 1/16 corner of soid Section 5; thence S 89'49'00" W along the North line of said SW1/4 SW1/4 a distance of 1091.41 feet to the point of beginning, containing 8.56 acres more or less. Contract # 960510KR (a ) Map ID # 217 Date Activated 5/15/96 WEST DIVIDE WATER CONSERVANCY DISTRICT Water Allotment Contract Name of Applicant: ► \K ytr\_f s g `,a C_.. Quantity of water in acre feet Applicant, hereby applies to the West Divide Water Conservancy District, a political subdivision of the State of Colorado, organized pursuant to and existing by virtue of C.R.S. 1973, 37-45-101, et seq., (hereinafter referred to as the "District") for an allotment contractto beneficially and perpetually use water or water rights owned, leased, or hereafter acquired by the District. By execution of this application, and subsequent delivery and use of water, Applicant hereby agrees to: the following terms and conditions: 1. Water Rights: Applicant shall own water rights at the point of diversion herein lawfully entitling Applicant to divert water, which will be supplemented by water leased herein. If Applicant intends to divert through a well, it must be understood by Applicant that no right to divert exists until a valid well permit is obtained from the State Engineer. 2. Quantity: Water applied for by the Applicant in the amount set forth above shall be diverted at Applicant's point of diversion from the District's direct flow water rights, and when water is unavailable for diversion pursuant to administration by the Colorado State Engineer during periods when said direct flow water right is not in priority, the District shall release for the use of Applicant up to said quantity in acre-feet per year of storage water owned or controlled by the District. It is understood that any quantity allotted from direct flow, storage or otherwise, to the Applicant by the District will be limited by the priority of the District's decrees and by the physical and legal availability of water from District's sources. Any quantity allotted will only be provided so long as water is available and the Applicant fully complies with all of the terms and conditions of this contract. The District and the Applicant recognize that some of the District's decrees may be in the name of the Colorado River Water Conservation District, and the ability of the District to allot direct flow rights to the Applicant may be dependent on the consent of the Colorado River Water Conservation District. If at any time the Applicant determines it requires less water than the amount herein provided, it may so notify the District in writing, and the amount of water allotted under this contract shall be reduced permanently in accordance with such notice. Rates shall be adjusted accordingly in following water years only. 3. Beneficial Use and Location of Beneficial Use: Any and all water allotted Applicant by the District shall be used for the following beneficial use or uses: Municipal, domestic and related uses, or irrigation and commercial (except to the extent that Ruedi water may not be available for irrigation and commercial as those terms are defined on page 5 of Contract No. 2-07-70-W0547 between the United States and the West Divide Water Conservancy District). Applicant's beneficial use of any and all water allotted shall be within or through facilities or upon land owned, leased, operated, or under Applicant's control. 4. Decrees and Delivery: Exchange releases made by the District out of storage from Ruedi Reservoir, or other works or facilities of the District, or from other sources available to the District, shall be delivered to the Applicant at the outlet works of said storage facilities or at the decreed point of -1- diversion for said other sources, and release or delivery of water at such outlets or points shall constitute performance of the District's total obligation. Delivery of water by the District from Ruedi Reservoir shall be subject to the District's lease contract with the United States Bureau of Reclamation. Releases from other facilities available to District shall be subject to the contracts, laws, rules, and regulations governing releases therefrom. Furthermore, the District hereby expressly reserves the right to store water and to make exchange releases from structures that may be•built or controlled by the District in the future, so long as the water service to the Applicant pursuant to this agreement, is not impaired by said action. Any quantity of the Applicant's allocation -not delivered to or used by Applicant by the end of each water year (October 1), shall revert to the water supplies of the District. Such reversion shall not entitle Applicant to any refund of payment made for such water. Water service provided by the District shall be limited to the amount of water available in priority•at the original point of diversion of the District's applicable water right, and neither the District, nor those entitled to utilize the District's decrees; may call on any greater amount at new or alternate points of diversion. The District shall request the Colorado State Engineer to estimate any conveyance losses between the original point and any alternate point, and such estimate shall be deducted from this amount in each case. The District, or anyone using the District's decrees, may call on any additional sources of supply that may be available at an alternate point of diversion, (though not at the original point of diversion) only as against water rights which are junior to the date of application for the alternate point of diversion. 5. Alternate Point of Diversion and Plan of Augmentation: Decrees for alternate points of diversion of the District's water rights or storage water may be required in order for Applicant to use the water service contemplated hereunder. Obtaining such decree is the exclusive responsibility of Applicant. The District reserves the exclusive right to review and approve any conditions which may be attached to judicial approval of said alternate point of diversion as contemplated or necessary to serve Applicant's facilities or lands. Applicant acknowledges and agrees that it shall be solely responsible for the procedures and legal and engineering costs necessary for any changes in water rights contemplated herein, and further agrees to indemnify the District from any costs or'losses related thereto. Applicant is solely responsible for providing works and facilities necessary to obtain/divert the waters at said alternate point of diversion and deliver them to Applicant's intended beneficial use. Irrespective of the amount of water actually transferred to the Applicant's point of diversion, the Applicant shall make annual payments to the District based upon the amount of water allotted under this agreement. In the event the Applicant intends to apply for an alternate point of diversion and to develop an augmentation plan and institute legal proceedings for the approval of such augmentation plan to allow the Applicant to utilize the water allotted to Applicant hereunder, the Applicant shall give the District written notice of such intent. In the event the Applicant develops and adjudicates its own augmentation plan to utilize the water allotted hereunder, Applicant shall not be obligated to pay any amount under paragraph 18 below. In any event, the District shall have the right to approve or disapprove the Applicant's augmentation plan and the Applicant shall provide the District copies of such plan and of all pleadings and other papers filed with the water court in the adjudication thereof. 6. Contract Payment: Non-refundable, one time administrative charge, in the amount determined by the Board of Directors of the District from time to time, shall be submitted with this application for consideration by the District. -2- Annual payment for the water service described herein shall be determined by the Board of Directors of the District at a per acre-foot rate. The initial annual payment shall be made, in full, within thirty (30) days after the date of notice to the Applicant that the initial payment is due. Said notice will advise the Applicant, among other things, of the water delivery year to which the initial payment shall apply and the price which is applicable to that year. Annual payments for each year thereafter shall be due and payable by the Applicant on or before each January 1. If an annual payment is not made by the due date, written notice thereof will be sent by the District to the Applicant at such address as may be designated by the Applicant in writing. (If no address has been so designated in writing, then said notice shall be sent to Applicant's address set forth herein. Water use for any part of a water year shall require payment for the entire water year. Nothing herein shall be construed so as to prevent the District from adjusting the annual rate in its sole discretion for future years only. If payment is not made within ten (10) days after the date of said written notice, Applicant shall at District's sole option have no further right, title or interest under this contract without further notice and delivery may be immediately curtailed; and the allotment of water, as herein made, may be transferred, leased, or otherwise disposed of at the discretion of the Board of Directors of the District. 7. Security: As security to the District, the foregoing covenant of annual payments in advance of water delivery, will be fully met by annual budget and appropriation of funds from such sources of revenues as may be legally available to the Applicant. As additional security to the District, the Applicant will hold harmless the District and any person, corporation, quasi -governmental entity, or other governmental entity, for discontinuance in service due to the failure -of the. Applicant to maintain the payments herein contemplated on a current basis. Applicant agrees to defray any out-of-pocket expenses incurred by the District in connection with the allotment of water rights hereunder, including, but not limited to, reimbursement of legal and engineering costs incurred in connection with any water rights and adjudication necessary to allow Applicant's use of such allotted water rights. 8. Assignment: This agreement shall inure to the benefit of the heirs, successors or assigns of the parties hereto, except that no assignment shall be permitted in the event the water right allotted hereunder is to be used for the benefit of land which will be subdivided or otherwise held or owned in separate ownership interests by two (2) or more users of the water right allotted hereunder. In no event shall the owner of a portion, but less than all, of the Applicant's property to be served under this contract, have any rights hereunder. Any assignment of the Applicant's rights under this contract shall be subject to, and must comply with, such requirements as_the District may hereafter adopt regarding assignment of contract rights and the assumption of contract obligations by assignees and successors. Nothing herein shall prevent successors to a portion of Applicant's property from applying to the District for individual and separate allotment contracts. 9. Other Rules: Applicant shall be bound by the provisions of the Water Conservancy Act of Colorado; by the rules and regulations of the Board of Directors of the District; and all amendments thereof and supplements thereto and by all other applicable law. 10. Operation and Maintenance Agreement: Applicant shall enter into an "Operation and Maintenance Agreement" with the District under terms and conditions determined by the Board of Directors of the District, if and when, the Board of said District -3- determines in its sole discretion that such an agreement is required. Said agreement may contain, but shall not be limited to, provisions for additional annual monetary consideration for extension of District delivery services and for additional administration, operation, and maintenance costs; or for other costs to the District which may arise through services made available to the Applicant. 11. Change of Use: The District reserves the exclusive right to review, reapprove or disapprove any proposed change in use of the water allotted hereunder. Any use other than that set forth herein or any lease or sale of the water or water rights allotted hereunder without the prior written approval of the District shall be deemed to be a material breach of this contract. 12. Use and Place of Use: Applicant agrees to use the water in the manner and on the property described in the documents submitted to the District at the time this agreement is executed (said documents are incorporated herein by this reference thereto), or in any operation and maintenance agreement provided by Applicant. Any use other than as set forth thereon or any lease or sale of the water or water rights herein, other than as permitted in paragraph 8 above, shall be deemed to be a material breach of this agreement. 13. Title: It is understood and agreed that nothing herein shall be interpreted to give the Applicant any equitable or legal fee title interest in or to any water or water rights referred to herein. 14. Conservation: Applicant shall use commonly accepted conservation practices with respect to the water and water rights herein, and hereby agrees to be bound by any conservation plan adopted hereafter by the District for use of District owned or controlled water or water rights. 15. Restrictions: Applicant shall restrict uses as follows (unless specific waivers are appended to this agreement). Violation of these restrictions shall be deemed to be a material breach of this agreement. Use Annual Maximum Diversion Household 1/3 acre foot Domestic (includes lawn) 1 - 3 acre feet Livestock (cattle) 1 acre foot/100 head Irrigation 2 - 3 acre feet/acre 16. Well Permit: If Applicant intends to divert through a well, then Applicant must provide to District a copy of Applicant's valid well permit before District is obligated to deliver any water hereunder. 17. Representations: By executing this agreement, Applicant agrees that he is not relying on any legal or engineering advice that he may believe he has received from the District. Applicant further acknowledges that he has obtained all necessary legal and engineering advice from his own sources other than the District. Applicant further acknowledges that the District makes no guarantees, warranties, or assurances whatsoever about the quantity or quality of water available pursuant to this agreement. Should the District be unable to provide the water contracted for herein, no damages may be assessed against the District, nor may Applicant obtain a refund from the District. 18. Costs of Water Court Filing: Should the District, in its own discretion, cnoose to include Applicant's contract herein in a water court filing for alternate point of diversion or plan of augmentation, then Applicant hereby agrees to pay to the District, when assessed, an additional fee representing the District's actual and reasonable costs and fees for Applicant's share of the proceeding. -4- 19. Binding Agreement: This Agreement shall not be complete nor binding upon the District unless attached hereto is the form entitled "Application for Purchase of Waters from the West Divide Water Conservancy District" fully completed by Applicant and approved by the District's engineer. Said attachments shall by this reference thereto be incorporated into the terms of this agreement. 20. Warning: IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT TO OBTAIN A VALID WELL PERMIT OR OTHER WATER RIGHT IN ORDER TO DIVERT WATER, INCLUDING THE WATER ACQUIRED UNDER THIS CONTRACT. IT IS THE CONTINUING DUTY OF THE APPLICANT TO MAINTAIN THE VALIDITY OF THE WELL PERMIT OR WATER RIGHT INCLUDING FILING FOR EXTENSIONS OF PERMITS, FILING WELL COMPLETION REPORTS, FILING STATEMENTS OF BENEFICIAL USE, OR OTHERWISE LAWFULLY APPLYING THE WATER TO BENEFICIAL USE ON A REGULAR BASIS WITHOUT WASTE. APPLICANT: APPLICANT: )4frtittg APPLICANT ADDRESS: 1 o�S1 1-�wy I •Ftt Ccs_ 8It. So STATE OF COLORADO COUNTY OF GARFIELD ) ss. The foregoing instrument was acknowledged before me on this day of V1\( , 1916, by 11.4224.4aLrl. �. {ZOs e• Witness my hand and official seal. My commission expires: q No Publ i?t ORDER 1 /I«(. do After a hearing by the Board of Directors of the West Divide Water Conservancy District on the above application, it is hereby ORDERED that said application be granted and this contract shall be and is accepted by the District. ATTEST: � � • 6/alt,s q.& WEST DIVIDE WATER CONSERVANCY DISTRICT By President Secretary This contract includes and is subject to the terms and conditions of the following documents which must accompany this contract: 1. Map showing location of point of diversion (use map provided) 2. Application and Data Form fully completed and signed 3. Other -5- • /-2kt oint n V' Of Dix;er;—'• --on I 1 789 I 1 I I i I l , ....,_',AREA A 0, , ,... 4. . ,•-• . , 1 9 -F I 1 I 31 R95W 1 .• 1 o 1 FO'* 1 • • kljt port' ; • 4 •63 27 4 - - 30 ..... ••• ver Bea • • erenrclanWiWaligiaMPFINNi VB., r#t,„1'ri( f1 *�jcipe 771 J/i 16/.1:1 i1 vilvi a �+ o 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 s 11 1 11 1 Scale - 1:240 o j 00 u q $ c eem n C7 4 is m • E o u • 42 41:1 2 E c m • 0 A amoc O c E g vi sir 8 • c C • io £ .� y .E 9p• Qo m 2 G �+ £ 04 10 E e a a o s� a u a 4 • •0 E• cc'"" Z ▪ 4 e VI HHI c o • o+ RIFLE AREA, COLOF United States Department of Agriculture Soil Conservation Service In Cooperation with the Colorado Agricultural Experiment Station • -- Soil Survey of Rifle Area, Colorado Parts of Garfield and Mesa Counties • • 7-1 'a 28 SOIL SURVEY Permeability of the Morval soil is moderate, and availa- ble water capacity is moderate. Effective rooting depth is 60 inches. Surface runoff is medium, and the erosion hazard is moderate. The Tridell soil is deep and well drained. Typically, the surface layer is brown stony loam 10 inches thick. The upper part of the underlying material is brown very stony loam 11 inches thick, and the lower part is pinkish white very stony loam to a depth of 60 inches. Permeability of the Tridell soil is moderately rapid, and available water capacity is low. Effective rooting depth is 60 inches. Surface runoff is medium, and the erosion hazard is moderate. Included with these soils in mapping are small areas of Villa Grove and Zoltay soils on the steeper parts of the landscape. These areas make up about 15 percent of the map unit. These soils are used mainly for grazing. The native vegetation on the Morval soil is mainly needleandthread, wheatgrass, and sagebrush. The native vegetation on the Tridell soil is mainly pinyon, Utah juniper, and some Rocky Mountain juniper and an understory mostly of wheatgrass, Indian ricegrass, need- leandthread, junegrass, serviceberry, bitterbrush, moun- tainmahogany, and big sagebrush. When range condition deteriorates, forbs and shrubs increase. Properly managing grazing maintains and im- proves range condition. Seeding improves range in poor condition on gently sloping Morval soils. Bluebunch wheatgrass, western wheatgrass, and needleandthread are suitable for seeding. Preparing a seedbed and drilling the seed are good practices. Reducing brush improves range that is producing more shrubs than are normally found in the potential plant community. Properly manag- ing the vegetation on the Tridell soil maintains wood production and grazing. Selectively thinning pinyon and juniper improves grazing and provides firewood, posts, and Christmas trees. The Tridell soil is suited to production of pinyon and Utah juniper. It can produce 8 cords of wood per acre when trees more than 4.5 feet tall reach an average diameter (at one foot) of 5 inches. Special care is needed to prevent erosion during harvest. The low avail- able water capacity affects survival of seedlings. Mule deer, wild turkey, and squirrel find habitat on these soils. Community development is limited by large stones. Cut slopes are difficult to revegetate because of the stones and because of the shrink -swell potential and frost action of the Morval soil. This complex is in capability subclass VIe, nonirrigated. 46—Nihill channery loam, 1 to 6 percent slopes. This deep, well drained, nearly level to gently sloping soil is on alluvial fans and sides of valleys. Elevation ranges from 5,000 to 6,500 feet. The soil formed in alluvium derived from Green River shale and sandstone. The average annual precipitation is about 13 inches, the average annual air temperature is about 48 degrees F, and the average frost -free period is about 125 days. Typically, the surface layer is Tight gray and very pale brown channery loam about 11 inches thick. The upper part of the underlying material is very pale brown very channery loam about 14 inches thick, and the lower part is very pale brown extremely channery sandy loam and extremely channery loam to a depth of 60 inches. Included with this soil in mapping are small areas of Arvada and Ildefonso soils. The Arvada soils are nearly level, and Ildefonso soils are steeper. These areas make up 10 to 15 percent of the map unit. Permeability is moderately rapid, and available water capacity is low. Effective rooting depth is 60 inches. Surface runoff is slow, and the erosion hazard is moder- ate. This soil is used mainly for grazing and wildlife habitat. Some small areas are in irrigated hay and pasture. This soil is usually irrigated by flooding. Sprinklers are also suitable. Since this soil is droughty, frequent irriga- tion is needed to grow hay or pasture. Drop structures in irrigation ditches prevent ditch erosion. Keeping the irri- gation run short prevents too deep percolation. The native vegetation on this soil is mainly wheat - grass, needleandthread, and sagebrush. When range condition deteriorates, forbs and shrubs increase. When the range is in poor condition, undesira- ble weeds and annual plants are numerous. Properly managing grazing maintains and improves range condi- tion. Reducing brush improves the range. Seeding im- proves range in poor condition. Crested wheatgrass, western wheatgrass, and Russian wildrye are suitable for seeding. Preparing a seedbed and drilling the seed are good practices. Mule deer, cottontail rabbit, chukar, and squirrel find habitat on this soil. This soil has few limitations for community develop- ment. Community sewage facilities will be needed if pop- ulation density increases. This soil is in capability subclasses IVe, irrigated, and Vle, nonirrigated. 47—Nihill channery loam, 6 to 25 percent slopes. This deep, well drained, moderately sloping to hilly soil is on alluvial fans and sides of valleys. Elevation ranges from 5,000 to 6,500 feet. This soil formed in alluvium derived from Green River shale and sandstone. The average annual precipitation is about 13 inches, the average annual air temperature is about 48 degrees F, and the average frost -free period is about 125 days. Typically, the surface layer is light gray and very pale brown channery loam about 11 inches thick. The upper part of the underlying material is very pale brown very channery loam about 7 inches thick, and the lower part is very pale brown extremely channery sandy loam and extremely channery loam to a depth of 60 inches. RIFLE AREA, COLORADO Included with this soil in mapping are small areas of Arvada and Ildefonso soils. The Arvada soils are moder- ately sloping, and the Ildefonso soils are steeper. These areas make up 10 to 15 percent of the map unit. Permeability is moderately rapid, and available water capacity is low. Effective rooting depth is 60 inches. Surface runoff is slow, and the erosion hazard is severe. This soil is used mainly for grazing and wildlife habitat. The native vegetation on this soil is mainly wheat - grass, needleandthread, and sagebrush. When range condition deteriorates, forbs and shrubs increase. When the range is in poor condition, undesira- ble weeds and annual plants are numerous. Properly managing grazing maintains and improves range condi- tion. Reducing brush improves range, but desirable shrubs should not be destroyed. Mule deer, cottontail rabbit, chukar, and squirrel find habitat on this soil. Community development is limited by steep slopes. Community sewage facilities will be needed if population density increases. This soil is in capability subclass Vile, nonirrigated. 48—Northwater loam, 15 to 65 percent slopes. This deep, well drained, hilly to very steep soil is on moun- tainsides. Elevation ranges from 7,600 to 8,400 feet. This soil formed in residuum from sedimentary rocks. The average annual precipitation is about 20 inches, the average air temperature is about 40 degrees F, and the average frost -free period is less than 75 days. Typically, the upper part of the surface layer is brown loam about 10 inches thick. In most places 2 inches of organic material is on the surface. The lower part of the surface layer is dark grayish brown loam about 15 inches thick. The subsoil is light brown very channery clay loam about 25 inches thick. Fractured sandstone is at a depth of 50 inches. Included with this soil in mapping are small areas of Parachute, Rhone, and Irigul soils. The Rhone soils are on the north -facing side slopes, and the Parachute and Iriaul soils are near ridge crests. These areas make up 10 to 15 percent of the map unit. Permeability is moderate, and available water capacity is moderate. Effective rooting depth is 40 to 60 inches. Surface runoff is slow, and the erosion hazard is slight. This soil is used mainly for limited grazing, wildlife habitat, and recreation. The native vegetation is aspen and an understory mostly of mountain brome, elk sedge, slender wheat - grass, aspen peavine, aspen fleabane, snowberry, servi- ceberry, and chokecherry. When the understory vegetation deteriorates, forbs, shrubs, and Kentucky bluegrass increase. This soil is suited to production of quaking aspen. It can produce 4,050 cubic feet of wood or 6,800 board feet of timber per acre from a fully stocked, even -aged stand of 80 -year-old trees. At the present there is no 2` commercial harvest of aspen. Steep slopes affect har vesting, and special attention is needed to reduce so Toss during harvest. Elk, mule deer, coyote, and grouse find habitat on thi soil. Use of this soil for community development, for san tary facilities, and as a source of construction material i limited by slope and depth to rock. This soil is in capability subclass Vile, nonirrigatec 49—Olney loam, 1 to 3 percent slopes. This deer well drained, nearly level soil is on alluvial fans and side of valleys. Elevation ranges from 5,000 to 6,500 fee This soil formed in alluvium derived from sandstone an shale. The average annual precipitation is about 1 inches, the average annual air temperature is about 4 degrees F, and the average frost -free period is abot. 125 days. Typically, the surface layer is grayish brcwn loar about 12 inches thick. The subsoil is grayish brown an light gray sandy clay loam about 21 inches thick. Th substratum is Tight gray gravelly sandy ciay loam or ver gravelly sandy loam to a depth of 60 irches. Included with this soil in mapping are small areas c Herdt, Potts, and Kim soils that have slopes of 2 to percent. These areas make up 5 to 15 percent of th map unit. Permeability is moderate, arr.., available water capacit is moderate. Effective rooting depth is 60 inches c more. Surface runoff is slow, and the erosion hazard slight. This soil is mainly used for irrigated crops and ha! Alfalfa, small grains, corn for silage, and grass or grasp legume mixtures are grown. Small acreages are in fruit: including apples, peaches, and apricots. This soil is irrigated Iby furrows and flooding. Sprinkler are also suitable. Drop structures in irrigation ditche help to control water and prevent excessive ditch erc sion. The native vegetation on this soil was mainly whea grass, needleandthread, and sagebrush. When range condition deteriorates, forbs and shrub increase. When the range is in poor condition, undesir ble weeds and annual plants are numerous. Cottontail rabbit, squirrel, pheasant, and some mul deer find habitat on this soil. Community development and recreation are limited b low strength. This soil is in capability subclass llle, irrigated. 50—Olney loam, 3 to 6 percent slopes. This deer well drained, gently sloping soil is on alluvial fans an sides of valleys. Elevation ranges from 5,000 to 6,50 feet. This soil formed in alluvium derived from sandston and shale. The average annual precipitation is about 1 inches, the average annual air temperature is about 4 64 SOIL SURVEY Limon series The Limon series consists of deep, well drained soils that formed in alluvium derived from shale. Limon soils are on alluvial fans. Slopes are 3 to 12 percent. The average annual precipitation is about 14 inches, and the average annual air temperature is about 48 degrees F. Limon soils are similar to the Dollard and Heldt soils. Dollard soils have a frigid temperature regime. Heldt soils have an argillic horizon. Typical pedon of Limon silty clay loam, 3 to 12 percent slopes, 2,900 feet west and 550 feet south of the north- east corner of section 10, T. 5 S., R. 92 W.: A1-0 to 5 inches; light brownish gray (2.5Y 6/2) light silty clay loam, dark grayish brown (2.5Y 4/2) moist; weak fine granular structure; slightly hard, friable, slightly sticky and slightly plastic; calcareous; moder- ately alkaline; clear smooth boundary. AC -5 to 11 inches; light brownish gray (2.5Y 6/2) heavy silty clay loam, dark grayish brown (2.5Y 4/2) moist; weak medium subangular blocky structure parting to weak fine granular; hard, friable, slightly sticky and slightly plastic; calcareous; moderately alkaline; clear smooth boundary. C1-11 to 22 inches; light brownish gray (2.5Y 6/2) heavy silty clay loam, grayish brown (2.5Y 5/2) moist; weak coarse subangular blocky structure; hard, firm, sticky and plastic; calcareous; moderately alkaline; gradual smooth boundary. Cca-22 to 60 inches; Tight gray (2.5Y 7/2) heavy silty clay loam, light brownish gray (2.5Y 6/2) moist; mas- sive; hard, friable, sticky and plastic; visible calcium carbonate accumulations as concretions and myce- lia; calcareous; moderately alkaline. Cracks more than 0.4 inches wide and 12 inches deep normally form when soil is dry. The A horizon has hue of 2.5Y or 5Y, value of 5 or 6 dry and 4 or 5 moist, and chroma of 2 or 3. The C horizon has hue of 2.5Y or 10YR and value of 6 or 7 dry and 5 or 6 moist. Calcium sulfate crystals often occur in the lower portion of this horizon. Morval series The Morval series consists of deep, well drained soils that formed in alluvium derived from basalt and sand- stone. Morval soils are on mesas and valley sides. Slopes are 3 to 12 percent. The average annual precipi- tation is about 15 inches, and the average annual air temperature is about 44 degrees F. Morval soils are similar to Detra and Villa Grove soils. Detra soils have a mollic epipedon more than 17 inches thick. Villa Grove soils have a calcium carbonate content of less than 15 percent. Typical pedon of Morval loam, 3 to 12 percent slopes, about 500 feet south of the northeast corner of section 4, T. 7 S., R. 93 W.: A1-0 to 2 inches; brown (7.5YR 5/2) loam, dark brown (7.5YR 3/2) moist; weak medium platy structure parting to moderate fine granular, slightly hard, fri- able; calcareous; mildly alkaline; clear wavy bound- ary. A3-2 to 5 inches; brown (7.5YR 5/2) loam, dark brown (7.5YR 3/2) moist; moderate fine subangular blocky structure; slightly hard, friable, slightly sticky and slightly plastic; 10 percent gravel; calcareous; mod- erately alkaline; clear wavy boundary. B21t-5 to 10 inches; brown (7.5YR 5/2) clay loam, dark brown (7.5YR 3/2) moist; moderate medium suban- gular blocky structure; hard, firm, sticky and plastic; 10 percent gravel; common thin clay films on peds; calcareous; moderately alkaline; clear wavy bound- ary. B22tca-10 to 17 inches; light brown (7.5YR 6/4) clay loam, brown (7.5YR 5/4) moist; moderate medium subangular blocky structure; hard, firm, sticky and plastic; 10 percent gravel; common thin clay films on peds; calcareous; fine irregular lime filaments; mod- erately alkaline; clear wavy boundary. B3ca-17 to 27 inches; light brown (7.5YR 6/4) stony clay loam, brown (7.5YR 5/4) moist; weak moderate subangular blocky structure; hard, firm, slightly sticky and slightly plastic; 20 percent stones; calcareous; medium soft lime concretions; moderately alkaline; gradual wavy boundary. Cca-27 to 60 inches; pink (7.5YR 7/4) stony loam, light brown (7.5YR 6/4) moist; massive; slightly hard, fri- able, nonsticky and nonplastic; 20 percent stones; calcareous; medium soft lime concretions; moder- ately alkaline. The A horizon has hue of 7.5YR or 10YR, value of 4 or 5 dry and 2 or 3 moist, and chroma of 2 or 3. The B horizon has hue of 7.5YR or 10YR, value of 5 or 6 dry and 3 to 5 moist, and chroma of 2 to 4. The C horizon has hue of 7.5YR or 10YR. Calcium carbonate content ranges from 15 to 25 percent. Nihil) series The Nihil) series consists of deep, well drained soils that formed in channery calcareous alluvium. Nihil) soils are on alluvial fans and valley sides. Slopes are 1 to 25 percent. The average annual precipitation is about 13 inches, and the average annual air temperature is about 48 degrees F. Nihil) soils are similar to Chilton soils. Chilton soils are redder in hue. RIFLE AREA, COLORADO 65 Typical pedon of Nihill channery loam, 6 to 25 percent slopes, about 1,200 feet south of the northwest corner of section 21, T. 6 S., R. 96 W.: A1-0 to 4 inches; light gray (10YR 7/2) channery loam, grayish brown (10YR 5/2) moist; weak medium granular structure; soft, friable, slightly sticky and slightly plastic; 20 percent channery fragments; cal- careous; moderately alkaline; clear smooth bound- ary. AC -4 to 11 inches; very pale brown (10YR 7/2) chan- nery loam, brown (10YR 5/3) moist; moderate medium granular structure; slightly hard, friable, sticky and plastic; 30 percent channery fragments; calcareous; moderately alkaline; gradual smooth boundary. C1ca-11 to 18 inches; very pale brown (10YR 7/3) very channery loam, brown (10YR 5/3) moist; massive; slightly hard, friable; 40 percent channery fragments; common visible calcium carbonate nodules and oc- casionally scattered gypsum crystals in lower part of horizon; moderately alkaline; gradual wavy boundary. C2ca-18 to 60 inches; very pale brown (10YR 7/3) stratified extremely channery sandy loam and loam, pale brown (10YR 6/3) moist; massive; slightly hard, friable; 75 percent channery fragments; calcareous; moderately alkaline. Channery fragments cover 20 to 50 percent of the surface. Most coarse fragments in the C1 ca and C2ca horizons have thin coatings of calcium carbonate on the underside and are fragments of sandstone less than 3 inches long and 1/2 to 1 1/2 inches thick; they make up more than 35 percent of the profile. Reaction is mildly alkaline to moderately alkaline throughout. The A and C horizons have hue of 2.5Y to 7.5YR, value of 5 to 7 dry and 4 to 6 moist, and chroma of 2 to 4 dry and moist. Northwater series The Northwater series consists of deep, well drained soils formed in residuum from sedimentary rock. North - water soils are on mountainsides. Slopes are 15 to 65 percent. The average annual precipitation is about 20 inches, and the average annual air temperature is about 40 degrees F. Northwater soils are similar to Rhone soils. Rhone soils do not have a skeletal control section. Typical pedon of Northwater loam, 15 to 65 percent slopes, about 1,000 feet east and 75 feet north of the southwest corner of section 12, T. 5 S., R. 96 W.: 02-2 inches to 0; organic material. A11-0 to 10 inches; brown (10YR 4/3) loam, very dark grayish brown (10YR 3/2) moist; moderate fine granular structure; soft, very friable, slightly sticky and slightly plastic; many fine and very fine roots; neutral; dear smooth boundary. Al2-10 to 25 inches; dark grayish brown (10YR 4/2) loam, very dark brown (10YR 2/2) moist; moderate fine granular structure; slightly hard, very friable, slightly sticky and slightly plastic; many fine and very fine roots; 10 percent fragments which are mainly less than 1 inch in diameter; clear wavy boundary. B2t-25 to 50 inches; light brown (7.5YR 6/4) very chan- nery clay loam, dark brown (7.5YR 4/4) moist; mod- erate medium subangular blocky structure that parts to moderate fine subangular blocky; hard, friable, sticky and plastic; common medium and large roots; common thin clay films and organic coats on peds and along root channels; 50 percent channery frag- ments, mostly 3/4 inch to 3 inches long; neutral; clear wavy boundary. R-50 inches; fractured sandstone. Depth to bedrock is more than 40 inches but generally is less than 60 inches. The mollic epipedon ranges from 20 to 35 inches in thickness. Depth to the top of the argillic horizon is 24 inches or more. Reaction is slightly acid to mildly alkaline throughout. The A horizon has hue of 7.5YR to 2.5Y, value of 4 or 5 dry and 2 or 3 moist, and chroma of 2 or 3. Content of rock fragments is generally less than 15 percent. The B horizon has hue of 7.5YR to 2.5Y, value of 6 or 7 dry and 4 or 5 moist, and chroma of 3 or 4. Content of rock fragments, which are mostly thin and flat and mainly 3/4 to 3 inches long, ranges from 35 to 65 percent. The C horizon, where present, has hue of 7.5YR to 2.5Y and contains as much as 85 percent rock fragments. Olney series The Olney series consists of deep, well drained soils that formed in alluvium derived from sandstone and shale. Olney soils are on nearly level alluvial fans and valley sides. Slopes are 1 to 12 percent. The average annual precipitation is about 14 inches, and the average annual air temperature is about 48 degrees F. Olney soils are similar to Potts soils. Potts soils are Tess than 35 percent fine and coarser sand in the control section. Typical pedon of Olney loam, 3 to 6 percent slopes, about 1,400 feet north and 100 feet west of the south- east corner of section 6, T. 6 S., R. 91 W.: Ap—O to 12 inches; grayish brown (10YR 5/2) loam, dark grayish brown (10YR 4/2) moist; weak medium subangular blocky structure parting to weak medium granular; slightly hard, very friable; neutral; clear smooth boundary. B2t-12 to 18 inches; grayish brown (10YR 5/2) sandy clay loam, dark grayish brown (10YR 4/2) moist weak medium prismatic structure parting to moder- 106 � - SOIL SURVI TABLE 7. --BUILDING SITE DEVELOPMENT --Continued So11 name and 1 Shallow 1 Dwellings 1 Dwellings 1 Small = map symbol 1 excavations 1 without 1 with 1 commercial ••: : 43 :Moderate: ' Limon 1 1 44 1 shrink -swell. 1 1 1 1 1 ,Severe: :Severe: :Severe: Severe: too clayey. 1 shrink -swell. 1 shrink -swell. 1 shrink -swell. low strength, 4 : : shrink -swell. 1 4 : :Slight (Moderate: ;Moderate: :Moderate: :Moderate: 1 shrink -swell. 1 slope, ; low strength, 1 1 shrink -swell. 1 shrink -swell, : 1 I frost action. : I : : :I :Moderate: :Moderate: :Severe: :Moderate: 1 shrink -swell, 1 shrink -swell, I slope. 1 low strength, 1 slope. 1 slope. 1 1 shrink -swell, : : 1 : slope. : : 4 : :Severe: :Severe: ;Severe: :Severe: 1 slope, 1 slope, : slope, : slope, 1 large stones. 1 large stones. ; large stones. 1 large stones. : :: : :Slight :Slight :Slight :Slight. : : : : :Severe: :Severe: :Severe: ;Severe: slope. ; slope. I slope. : slope. : : 'I I I I :Severe: ;Severe: ;Severe: ;Severe: slope. 1 slope. ; slope. 1 slope. : : 1 ;Slight ;Slight :Slight ;Slight. : : 1 : : : :Slight :Slight :Slight :Slight. I I ' ! ! :Moderate: :Moderate::Severe: :Moderate: : slope. : slope. I slope. : slope. Severe: :Severe: :Severe: Severe:: slope. I slope,I slope. : slope. ; depth to rock. 1 : : : I Severe: :Severe: :Severe: :Severe: slope. I slope, : slope. 1 slope. I depth to rock. 1 : 4 4 ,Moderate: ;Moderate: :Severe: :Moderate: : slope, I slope, : slope. ; slope, : shrink -swell. I depth to rock, : : frost action, : : shrink -swell. 1 ; shrink -swell. : : : Slight :Slight :Slight :Slight :Slight. : 1 1 1 • : : !Slight. Slight :Slight :Slight :Moderate: 11 I slope. • : 1 I :Moderate: ;Moderate: :Severe: ;Moderate: ; slope. 1 slope.! slope. 1 slope. 1 I 1 : Slight ;Slight :Slight :Moderate: :Slight. 1 1 1 slope. 1 : : 1 1 Severe: ;Severe: :Severe: :Severe: :Severe: large stones. I large stones. I large stones. I slope, : large stones. : : 1 large stones. : ! ! : 1 Local roads and streets Morval 1 45': 1 Morval ;Moderate: I slope. : 1" Tridell ;Severe: I slope, 1 large stones. 46 ;Severe: Nihill I cutbanks cave. : 47 :Severe: Nihill I slope, I cutbanks cave. 48 ;Severe: Northwater 1 slope. : 49 ;Slight Olney 50 Olney 51 Olney 52 Parachute 53': Parachute Rhone 54 Potts 55 Potts 56 Potts 57': Potts Ildefonso : :Slight :Moderate: I slope. :Severe: : slope, I depth to rock. : ;Severe: I slope, 1 depth to rock. 'Moderate: slope, depth to rock. :Moderate: I slope. 1 See footnote at end of table. • •- RIFLE AREA, COLORADO TABLE 8. --SANITARY FACILITIES --Continued 111 Soil name and map symbol Septic tank : Sewage lagoon : Trench absorption : areas I sanitary fields ; I landfill 1 1 I :Severe: :Severe: slope. I slope. I I :Moderate: :Slight 39 :Severe: Jerry I percs slowly, I slope. : 40 :Moderate: Kim I percs slowly. : slope, I i : I seepage. : 1 : I 41 :Moderate: :Severe: :Slight :Moderate: Kim 1 slope, I slope. : 1 slope. peres slowly. I 1 . 42 :Severe: :Severe: :Severe: :Severe: Lamphier I slope. I slope. I slope. I slope. 43 :Severe: :Moderate: :Severe. Slight Limon 1 percs slowly, I slope. I too clayey. 1 slope. : 1 I : 44 :Moderate: :Severe: :Moderate: Slight Morval I peres slowly,: slope. 1 too clayey. I slope.. ' 4 ' 85*: : : I ' Morval :Moderate: :Severe: :Moderate: :Moderate: I percs slowly, 1 slope. 1 too clayey. : slope. 1 slope. : 1 1 1 1 ' ' 1. Tridell :Severe: :Severe: :Severe: :Severe: Poor: slope, 1 seepage, : seepage,: slope, slope, I large stones. 1 slope, : large stones. I seepage. large stones. I large stones. : 4 ,1 . I : 46 :Slight :Severe: :Severe: :Severe: (Poor: Nihill I 1 seepage. 1 seepage. : seepage. 1 small stones. 47 :Severe: :Severe: :Severe: :Severe: Poor: Nihill 1 slope. 1 slope, 1 seepage. : slope, slope, 1 : seepage. I I seepage. I small stones. 1 4 I : 48 :Severe: :Severe: :Severe: :Severe: :Poor: Northwater slope, I slope. I slope, : slope. : slope. depth to rock. 1 depth 1o rock. 1 49, 50 Moderate: :Moderate: :Slight :Slight (Fair: Olney: percs slowly. 1 seepage, 1 I small stones. I I slope. : I ' 51 Moderate: :Severe: :Slight :Moderate: (Fair: O1n'y 1 percs slowly,: slope. : I slope. 1 small stones, : slope. 1 : ' , slope. 1. : : 52 :Severe: :Severe: :Severe: : l:Severe: :Poor: Parachute 1 slope, I slope, : slope, so, slope, : I depth to rock. I depth to rock, I depth to rock, : seepepage. small stones, 1 seepage. 1 seepage. 1 , area reclaim. : ' I 4 : 53'1: 1 1 1 ( 1 :Poor: Parachute :Severe: :Severe: :Severe: :Severe: 1 slope, 1 slope, : depth to rock, I slope, : slope, I depth to rock. : depth to rock, 1 seepage. 1 seepage. : small stones, ' I seepage. : area reclaim. 1 , : : Rhone :Severe: (Severe: :Severe: :Moderate: Fair: I depth to rock. 1 slope. 1 depth to rock. I slope. smalsmalllston . es, : I 1 1 1 I slope. I I I Area Daily cover sanitary : for landfill landfill : Severe: :Poor: slope. : slope. : Slight :Good. : :Fair: : slope. :Poor: I slope. :Poor: too clayey. : :Fair: too clayey. :Fair: : slope, : too clayey. See footnote at end of table. RIFLE AREA, COLORADO TABLE 9. --CONSTRUCTION MATERIALS --Continued 117 Soil name and I Roadfill 1 ; Sand 1 ; Gravel ; Topsoil map symbol 1! 1 I I 1 ' 1 I I I 39 :Poor: :Unsuited (Unsuited (Poor: Jerry I shrink -swell, 1 ! : slope, 1 slope, 1 too clayey, 1 low strength. . ; 1 large stones. 1 1 ; 1 40 ;Fair: ;Unsuited ;Unsuited :Good. Kim 1 low strength. 1 ; 1 11 i 41 ;Fair: ;Unsuited ;Unsuited !Fair: Kim 1 low strength. ; 1 1 slope. 1 ; 1 1 1 42 ;Poor: ;Unsuited :Unsuited ;Poor: Lamphier 1 slope. 1 ; 1 slope. : 1 1 . 43 ;Poor: ;Unsuited :Unsuited !Poor: Limon 1 low strength, 1 1 1 too clayey. 1 shrink -swell. : ; 1 ,1 1 44 ;Fair: :Unsuited !Unsuited !Good. Morval 1 low strength, 1 1 1 1 shrink -swell, 1 1 1 1 frost action. 1 1 . 1 1 1 1 45+: 1 1 1 ' Norval ;Fair: ;Unsuited !Unsuited :Fair: : low strength, 1 ; I slope. 1 shrink -swell, 1 1 frost action. : 1 : Tridell !Poor: !Unsuited ;Unsuited :Poor: 1 large stones. ; 1 1 slope, I 1 1 1 large stones. 46 !Good ;Unsuited ;Unsuited ;Poor: Nihill 1 ! 1 1 small stones, 1 1 ; 1 area reclaim. I 1 I I 47 :Fair: :Unsuited :Unsuited ;Poor: Nihill 1 slope. ; ; 1 slope, 1 1 1 1 small stones, ! 1 1 1 area reclaim. 1 1 48 ;Poor: ;Unsuited :Unsuited ;Poor: Northwater : slope. ; : 1 slope. ; 49, 50 ;Fair: ;Unsuited ;Unsuited ;Fair: Olney 1 low strength. 1 ; 1 small stones. 1 1 1 1 51 !Fair: ;Unsuited ;Unsuited :Fair: Olney 1 low strength. 1 1 ; small stones, 1 1 1 I slope. 1 1 52 ;Poor: ;Unsuited ;Unsuited ;Poor: Parachute 1 slope, ; 1 1 slope, 1 thin layer, 1 1 1 area reclaim. 1 area reclaim. 1 1 1 11 1 53': 1 Parachute ;Poor: :Unsuited ;Unsuited ;Poor: thin layer, 1 1 1 slope, area reclaim. I 1 1 area reclaim. Rhone Fair: !Unsuited ;Unsuited !Fair: thin layer, 1 1 1 slope, low strength. 1 ! 1 small stones. i 1 See footnote at end of table. 122 SOIL SURVEY TABLE 10. --WATER MANAGEMENT --Continued Soil name and map symbol Pond reservoir areas I Embankments, I dikes, and levees Drainage I Irrigation ; Terraces and ; diversions : Grassed waterways • 3, 34 Seepage, (Large stones ---(Slope, Ildefonso slope. : ; large ! : : ! 5': ; : Ildefonso Seepage, 'Large stones ---'Slope, slope. : ; large Lazear Depth to rock, :Thin layer ;Depth to slope. ; I slope. ! ! 6, 37 Slope, IThin layer :Depth Irigul depth to rock.: I : ! 3': ! ! Irigul :Slope, IThin layer : depth to rock.: : ; Starman :Slope, IThin layer depth to rock.: i 4 :Slope :Hard Jerry ; ; •1 :Slope, :Piping :im I seepage. : 1 :Slope, :Piping :im I seepage. : ! :Slope, :Piping _amphier : seepage. 3 :Slope .;mon 'Slope, :Large stones, ;Slope, stones. : large stones, : slope. I large stones, droughty. : ' droughty. ! ; ! : ' I ;Slope, ;Large stones, 'Slope, stones. ; large stones, : slope. : large stones, droughty. , ; droughty. I ; I rock, Rooting depth, 'Depth to rock, 'Slope, slope. I slope. I rooting depth. ; ' to rock ;Slope, :Depth to rock, :Slope, I rooting depth,; slope. ; rooting depth, : droughty. ; I droughty. : : ! 'Slope, 'Depth to rock, ;Slope, rooting depth,; slope. I rooting depth, ' droughty. : ; droughty. ! : ; 'Slope, ;Slope, ;Slope, : rooting depth.; depth to rock.; rooting depth. I ;Slope, ;Slope, 'Slope, I percs slowly. I percs slowly. I percs slowly. I I ; :Slope 'Favorable ;Favorable. ! ; 'Slope Slope ;Slope. ! ' : : Slope ;Slope Slope. i I IPeres slowlyIPeres slowly. ' ;Erodes easily :Erodes easily. 'Erodes easily ;Erodes easily. : ; ! I ;Slope, :Slope, : large stones. ; droughty, ! I large stones. ;Droughty. Depth to rock to rock slowly. :Depth : ; to pack ---:Slope, ; percs :Slope : 'Slope i :Slope : I 'Hard to pack---IPeres slowly, IPeres slowly, 1 I slope. ; slope. ! ! !Favorable (Slope ;Erodes easily, 1 1 ; slope. I : I ! ! ; Slope, ;Favorable !Slope :Erodes easily, seepage. : : ; slope. : : I Slope, !Large stones, (Slope, !Slope, seepage. I seepage. ; large stones. I droughty, 1 ; I large stones. I ! ; :Seepage ;Slope ;Slope, ;Favorable ! ! I droughty. : 1 .Seepage !Slope :Slope, !Slope ! ! ; droughty. torval e: torval ridell ihill :Slope, seepage. :Seepage 'Seepage, ;hill I slope. (Slope, orthwater I seepage. :Seepage Iney ! , 51 ;Slope, lney I seepage. :Depth to rock, arachute : slope, ; seepage. Slope, droughty. (Thin layer I :Slope ! ;Slope 1 ;Slope I 'Slope. : I• 1 ! ;Favorable !Favorable :Favorable :Favorable :Favorable. ; 1 I ! ! ! ! ! ! ! Favorable !Slope !Slope :Slope :Slope. I 1 ! ! 1 ! 1 ! - I !Thin layer !Depth to rock, !Slope, !Depth to rock, (Slope, I I slope. I droughty, : slope. I rooting depth, ! 1 ! rooting depth.! I droughty. ! ! I . I See footnote at end of table. 138 TABLE 13. --ENGINEERING INDEX PROPERTIES --Continued 780I1L SURVEY Soil map 1 1 1 Classification name and .IDepth1 USDA texture_ 1 1. symbol I 1 1 Unified 1 AASHTO 1 1 43 Limon 44 Morval 4511: Morval Tridell 46, 47 Nihill 48 Northwater 49, 50, 51 Olney 52 Parachute 1 In 1 1 T ;Frag- 1 Iments 1 1 > 3 1 !inchesl Percentage passing sieve number -- 4 10 1 40 --I- 200 1 0-5 :Silty clay loam ICL 1 5-60:Silty clay loam,:CH, 1 1 silty clay, 1 : 1 clay. I 6 1 1 1 0-5 :Loam 1CL 1 5-17:Silty clay loam,ICL 1 1. clay loam. 1 I17-601Stony clay loam,1CL, 1 1 stony loam. 1 I : 1 1 0-5 :Loam :CL Silty clay loam,ICL clay loam. Stony clay loam, CL, stony loam. 15-17 1 117-60 1 0-10 1 110-60 0-11 : :11-60 Very channery 1 1 loam, very I I channery sandy 1 1 loam. 1 I 1 0-25:Loam CL -ML, : : SM -SC 125-50:Very channery GC, GM -GC 1 : clay loam, very 1 1 channery loam. 1 50 :Unweathered 1 I 1 bedrock. : : : : 1 0-12:Loam 1 :12-33:Sandy clay loam : 133-43:Gravelly sandy I 1 I clay loam, 1 : gravelly sandy 1 I loam. I43-60:Very gravelly i 1A-6 -' CL ,A-7 1 1 :A-6 :A-6 SC :A-6 1 1 i 1A-6 1A-6 1 SC :A-6 :A-4 Stony loam ICL -ML, I GM -GC, : SM -SC Very stony loam IML Channery loam :GM, 1 GM -GC, I SM, ML GM-GC:A-1, 1 1 sandy loam, I very gravelly I sandy clay : loam. 0-5 (Loam 5-181Loam 1 :18-29:Very channery loam, very !1 channery sandy I I loam. 29 :Unweathered : bedrock. : : See footnote at end of table. A-4 A-6, 1 A-2 1 A-4 1 1 Pct 1 0 1 0 1 0-5 1 0-10 11535 1 1 0-5 I 0-10 i15-35 1 5-20 A-4: 135-0-5 70 : A-2!A-21 0-5 1 i 125-30 1 0 CL -ML, MLIA-4 1 SC, SM-SC:A-4, A-61 SC, IA -2 SM -SC, 1 GC, GM -GC GM, IA -2, GM -CC, GC 1 1 1 CL -ML :A-4 CL, IA -4, CL -ML, I SM -SC, 1 SC 1 GM -GC, GM:A-1, 160- 100 00- 100 100' 100 1 :95-100170-90 :95-100165-95 1 90-100 85-100180-95 160-75 85-100 80-100165-95 160-80 1 1 175-85 70-80 155-70 140-60 , I : 1 190-100185-100180-95 160-75 :85-100180-100165-95 160-80 i70-80 i65-75 160-90 :75-85 170-80 :65-95 160-85 150-75 I 120-50 1 1 1 X75-95 175-90 40-60 140-50 : :30-60 155-70 140-60 155-65 1 140-55 55-75 150-65 35-65 :30-60 15-40 110-35 60-85 35-45 1 : 0 195-100:95-100:65-90 0 195-100175-90 65-85 0 150-85 '50-75 35-55 0 130-50 30-50 0 190-100190-100165-95 45-65 30-40 150-70 120-335-455 1 : 20-35 110-25 150-75 :35-75 0 175-100175-95 1 1 1 5-30 125-40 120-30 1 1 1 i 170-95 1 115-30 I ;Liquid limit Pet 30-50 1 15-30 40-60 1 20-40 30-40 1 10-15 30-40 1 10-15 25-35 1 10-15 30-40 10-15 30-40 10-15 25-35 10-15 20-30 5-10 15-25 NP -5 25-35 5-10 20-30 NP=10 20-30 5-10 20-35 5-15 Plas- ticity index 20-35 5-10 20-35 5-15 20-30 5-15 15-30 NP -15 20-30 5-10 20-35 5-15 10-20 15-25 NP -10 RIFLE AREA, COLORADO TABLE 14. --PHYSICAL AND CHEMICAL PROPERTIES OF SOILS --Continued Soil map name and symbol 1Depth1Clay 35°4 Lazear 36, 37 Irigul 38': Irigul Starman 39 Jerry 140, 41 Kim 42 • 1 0-4 1 15-25 1 4-16; 20-25 1 16 1 --- 1 0-6 1 15-27 1 6-171 20-35 ; 17 1 --- 1 1 ; 1 1 0-6 1 15-27 1 6-171 20-35 1 17 1 --- 1 0-3 1 15-25 1 3-131 18-25 Lamphier 143 1 Erosion <2mm Permeability ;Available; Soil ;Salinity; Shrink -swell 1 factors ; water :reaction; 1 potential 1 . ;capacity 1 1 In/hr 1 n/in i 'mmhos/cm; : 1 1 0.6-2.0 10.14-0.1617.9-9.0 <2 ;Low 0.6-2.0 10.14-0.1617.9-9.0 <2 ;Low -- --- ' In Pct Limon 44 Morval 45': Morval Tridell 46, 47 Nihill 148 Northwater 49, 50, 51 Olney 52 Parachute 53': Parachute 1 13 1 ; ; 1 0-3 1 1 3-401 140-601 ; 1 0-601 ; 1 1 0-601 ; 1 0-5 1 1 5-601 ; 1 1 0-5 1 1 5-171 117-601 1 ; ; ; 1 0-5 1 1 5-171 ;17-601 1 ; 0-101 110-601 ; ; 1 0-11; ;11-601 ; 1 0-251 125-501 1 50 1 : 1 1 0-121 112-331 133-431 143-601 1 1 1 0-5 1 1 5-181 118-291 29 0-5 5-18 18-29 29 15-35 35-45 1 20-50 ; 15-25 ' 20-27 1 30-40 1 35-60 1 22-32 : 28-35 20-35 22-32 ; 28-35 20-35 1 15-27 1 15-20 1 10-27 1• 15-27 1 1 20-27 1 20-35 1 -__ 1 18-24 1 22-26 1 18-22 1 16-22 ; .1 .15-25 1 15-25 1 15-25 1 1 1 15-25 : 15-25 1 15-25 1 See footnote at end of'table 0.6-2.0 0.6-2.0 ; 10.09-0.1116.1-7.8 10.05-0.0717.4-8.4 1 1 1 0.6-2.0 10.09-0.1116.1-7.8 0.6-2.0 10.05-0.0717.4-8.4 1 1 0.6-2.0 10.09-0.1117.4-9.0 0.6-2.0 10.09-0.1117.4-9.0 --- 1 --- 1 --- I 1 10.16-0.1816.6-7.3 10.13-0.15;6.6-8.4 10.13-0.1517.9-8.4 1 1 10.15-0.1817.4-8.4 1 0.6-2.0 10.18-0.2116.1-7.3 0.6-2.0 0.06-0.2 0.6-2.0 0.6-2.0 0.2-0.6 0.06-0.2 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 2.0-6.0 0.6-2.0 2.0-6.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2 0 0.6-2.0 0.6-2.0 0.6-2.0. 0.6-2.0 2.0-6.0 0.6-2.0 0.6-2.0 2.0-6.0 1 10.14-0.1717.4-8.4 10.12-0.1617.9-9.0 10.18-0.2116.6-8.4 10.14-0.2117.4-8.4 10.08-0.1017.8-8.4 10.18-0.21 ;0.14-0.21 10.08-0.10 1 10.11-0.1317.4-8.4 1 10.06-0.0817.9-8.4 1 10.12-0.16;7.4-8,4 1 10.06-0.0917.9-9.0 1 10.13-0.1816.6-7.8 1 10.08-0.1016.6-7.8 1 10.15-0.18;6.6-8.4 1 10.14-0.1617.4-8.4 1 10.10-0.1517.9-8.4 1 10.07-0.1017.9-8.4 1 1 1 1 10.16-0.1816.6-7.8 1 10.14-0.1616.6-7.8 1 10.03-0.0616.6-7.8 1 1 --- 1 --- 1 1 1 1 f 1 10.16-0.18;6.6-7.8 1 . 10.14-0.16;6.6-7.8 1 10.03-0.0616.6-7.8 1 1 1 i 1 1 1 i 1 <2 1 2-8 2-8 1 1 6.6-8.4 7.4-8.4 1 7.8-8.4 1 <2 1Low <2 ;Low 1 1 1 <2 1Low <2 ;Low <2 1Low <2 1Low : <2 1Low <2 ;High <2 ;Moderate 1Low <2 ;Low :High ;High <2 <2 <2 <2 <2 <2 143 1 1 ' : 1 10.201 1 10.20; 1 ; 10.281 1 10.201 1 1 1 1 10.281 1 10.201 1----1 1 1 10.24; 1 10.28: ;Moderate ;Moderate ;Moderate 10.321 5 ;0.281 10.201 10.321 5 10.281 5 10.281 5 10.321 10.371 5 10.431 10.241 1 1 Moderate 10.371 5 Moderate 10.43; Moderate 10.241 1 10.28: 3 10.20; 10.24; 2 10.201 1 1 ;0.321 5 10.201 10.321 :Moderate 10.241 :Low 10.201 :Low 10.101 1 1 1 1Low 10.241 2 :Low 10.241 :Low 10.101 1 1 1 :Low 10.241 2 :Low 10.24; ;Low :0.101 1 1----1 <2 1Low <2 ;Low <2 :Low <4 :Low <2 :Low <2 :Low <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 ;Low ;Organic 1 matter ; Pct 10.5-1 1 1 10.5-1 ; 1 2-4 ; :0.5-1 ; 1-2 1 1-2 ; 1 1 1 3-6 1 5 1 1-2 1-3 1-3 1-2 3-5 2-4 0-1 1 I 3-6 3-6 Recorded at Reception No. V.2 - o'clock 4.1 DEC ..i.. THIS DEED, Made this WARRANTY DEED 2nd day of DECEMBER 19 94, between MICHAEL V. MILLER of the County of Colorado, grantor, and KENNETH S. ROSE C �JA Y -Pee Recorder. and State of Boor,O924 ,! DEC 0 6 1994 r GARFIELD State Doc. Fee $ .2.00 C81 whose legal address is 200 WEST 20TH STREET, RIFLE, CO 81650 (P. 0. Box 1632 Rifle, CO 81650) of the County of GARFIELD and State of Colorado, grantee. WITNESSETH, That the grantor for and in consideration of the sum of ***TWENTY THOUSAND AND NO/100*** DOLLARS, the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey end confirm, unto the grantee, his heirs and assigns forever, all the real property together with improvements, if any, situate, lying and being in the County of GARFIELD and State of Colorado described as follows: ALL THAT PART OF THE SOUTHWEST ONE-QUARTER OF THE SOUTHWEST ONE-QUARTER (SW1/4SW1/4) OF SECTION 5, TOWNSHIP 5 SOUTH, RANGE 93 WEST OF THE 6TH PRINCIPAL MERIDIAN LYING NORTHERLY AND EASTERLY OF COLORADO STATE HIGHWAY 13 as known by street and number as: 10286 NORTH HIGHWAY 13, RIFLE, CO TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the grantor, either in law or equity, of, in, and to the above bargained premises. with the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the grantee, his heirs and assigns forever. And the grantor, for himself, his heirs, and personal representatives. does covenant, grant, bargain, and agree to and with the grantee, his heirs and assigns, that at the time of the ensealing and delivery of these presents, he is well seized of the premises above conveyed, has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and has good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form as aforesaid, and that the same are free and clear from all former and other grants, bargains, sales. liens. taxes, assessments, encumbrances and restrictions of whatever kind or nature soever, except general taxes and assessments for the year 1994 and subsequent years, U. S. Patent reservations, easements, rights of way and restrictions, of record The grantor shall and will WARRANT AND FOREVER DEFEND the above -bargained premises in the quiet and peaceable possession of the grantee, his heirs and assigns, against all and every person or persons lawfully claiming the whole or any part thereof. The singular number shall include the plural the plural the singular, and the use of any gender shall be applicable to all genders. IN WITNESS REOF139 grantor has ex;, ted this deed on the date set forth above. MICHAEL V. MILLER STATE OF COLORADO County of GARFIELD The foregoing instrument was acknowledged before me this 2nd by MICHAEL V. MILLER My commission expires 04/29/98 1,3_ f• _ Commonwealth File No. 9410032 day of DECEMBER 1994 Witnes - nd and official seal. AI/ ota ublic 127 East 5 Street Rifle, CO 81650 RETURN T0: Kenneth S. Rog ----' 1) 0 Box 1632 Rifle, CO 81650 5oi a°�� iOY.. (WED) 5. 15' 96 10:32/ST.:..:24/NO. 3760310511 P 2 5-;2 Railroad Avenue Rifle CO 81650 —1980 Post Oak Blvd. Suite G Houston, 1 X 77056 Addendum to Standard Flood Hazard Determination Notice to Borrower of Flood Hazard Status of Subiect Progerty Wednesday May 15, 1996 Borrower: Rose, Kenneth Scott Loan Number: Address: 10286 Highway 13 Rifle CO 81650 Legal Description: Basad on careful review of available flood maps and related documents. the Flood lnformation Division of Mortgage Management Services, Inc. has determined that the above referenced subject property IS NOT located in a Special Flood Hazard Area, as designated by the Federal Emergency Management Agency. Furthermore, the subject property has been determined to be located in a community that IS participating in the National Flood Insurance Program. Therefore, flood insurance IS available for this property_ For detailed information concerning the flood hazard status of the above property, please refer to the Standard Flood Hazard Determination form. Cr Acknowledgement of Notification of Subject Prroerty's Flood Hazard Status: Borrower Date Lender Official Date Borrower Date Lender Official Date tADO DEPARTMENT OF TRANSPORTATION HIGHWAY ACCESS PERMIT TTEE; Kenneth S. Rose P. 0. Box 1632 Rifle, CO 81650 SH No/MP/Side: . -v, Local Jurisdiction: Garfield County Dist/Sectioni Patrol: 3636 DOT Permit No.: 395093 Permit Fee: $50.00 Date of Transmittal: 8-2-95 highway at the location noted below. bygrantedallpermissionconstructed,to construct and use an access to the state hit be revoked by the issuing maintained and used in accordance with the terms mmay and conditions of this permit, he use cess shall be access ing the State Highway > of the terms and conditions of this permit. This p Access Code and listed attachments ers are required at all times during permitted access and its use violate any ,TRAFFIC CONTROL an if warning anyand the ns, flashers, barricades and flagg ante Sconstruction sig to e I shall be held within State right-of-way in conformance with the MANUAL ms andvemp Y permit. ruction Department and their duly appointedreason of the exercise s the p lessPart s t. Theaiction forapersonal injury or property damage sustained by less against any e east side of State Highway 13, a distance of 1073 feet north fromOntMile Post 10; 10286 N. Hwy 13, Rifle. )N: S TO PROVIDE SERVICE TO: Single family residence. R TERMS AND CONDITIONS: See Attached Sheet. MUNICIPALITY OR COUNTY APPROVAL retains issuing authority. Required only when the appropriate local authority Title Not Required By (X) agrees to the terms and conditions and referenced attachments contained of this permit the ppleted in ag .aprior ro Upon the signing be completed an expeditious and safe ance nihe terms and conditions finished perrrwithin 5,dayfrom herein. All The permuteon shall initiation. permitted access shall be completed in nJames 2t 625_353 o ho pernlit.toe shell n"ii!y with" ',Gori T_ " r f Transportation in H hway right-of-way. The person signing as the permittee access and have full authority to accept the permit and all it's terms andcon Permittee (X) Date with the Colorado Department o construction within the State ig of the property served by the permitted at least 48 hours prior to commencing al representative •he . must be the owner or leg conditions. Date This permit is not valid until signed by a duly authorized representative of the Department. DEPARTMENT OF TRANSPORTATION ,'i STATE OF COLORADO By (X) COPY DISTRIBUTION: Required: 1. District (Original' 2. Applicant craft PO" Date (Date of issue) MaKe copies as necessary for, Local Authority Inspector t.'TCE Patrol Traffic Engineer Title Previous Editions are Obsolete a o will not De usec CDOT Form #101 7/91 PERMIT NO. 395093 1 Driveway shall be constructed 24 feet wide with 20 foot radii. Surfacing for driveway approach is required as follows: 24" of class 1 gravel in 2, 12" lifts; 6" of class 6 gravel in 1, 6" lifts. 2 Fill/cut slopes shall be at a 6:1 slope on the roadway and at 6:1 on the access approach. 3 Existing access shall be improved;no new access is permitted or authorized. 4 No drainage from this site shall enter onto the surface of the highway All existing drainage structures shall be extended to accommodate all new construction and safety standards. 5 Contractor shall follow the applicable construction specifications set for by the Department of Transportation in the latest manual Standard Specifications for Road and Bridge Construction. The property owner is responsible for any utilities disrupted by the construction of this driveway and all expenses incurred for repair. Any damage to any existing highway facilities shall be repaired prior to continuing other work. Compaction of sub -grade, embankments and backfill shall comply with Section 203 of the Department of Transportation Standard Specifications. The first 20 feet beyond the closest highway lane, including speed change lanes, shall slope down and away from the highway at a 2% grade to ensure proper drainage control. All excavations on utility lines, culverts, other trenches or tunnels shall meet the requirements of Colorado Department of Transportation, OSHA, Colorado Industrial Commission and the Colorado Division of Mines, whichever applies. The area around the new work shall be well graded to drain, top soiled, fertilized, mulched and reseeded. 6 Work shall BEGIN AFTER 8:30 A.M. and all equipment shall be off the roadway BEFORE 3:30 P.M. each day.