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Home My WebLink AboutApplication- PermitJob Address Nature of Work Use of Building Owner • N2. 04475 GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwoc,d Springs, Colorado 81601 (303) 945-8212 3050 Trappers Lake Road Building r Permit~ "flanagers Cabin" -- Singie Family Residence Rio (Blanco Ranch Company- Contractor onmany- Contractor Bob Gordon Amount of Permit: $ White - Treas. Canary -Office Pink - Applicant Gold - Duplicate 1,345.90 Permit $939.00) Plan $406.90 Date' May 14, 1992 R. Bennett Clerk GARFIELD COUNTY APPLICATION FOR BUILDING PERMIT rs gruel TO BE FILLED OUT BY APPLICANT please print or type PERMIT NUMBER DATE '"` 11-1 PLOT PLAN ADDRESS 5O o TrL pe;v $ L -AV , SUBDIVISION ( Gy-K5et FILING # LOT ,!t BLOCK TAX SCHEDULE # LEGAL (SFC/TWN/RNG) NAME MAILING ADDRESS CITY e0.&.1,,' C.o .. PHONE 7 Q w CONTRACTOR NAME `rn C C 4.ih ADDRESSG IejAwo bL Soap, CITY NAME lap i^L� a ll1 9 ADDRESS ,! 45 0E- 0-`14-% CITY P14rte, tL7 PHONE (5- (..AS -')1 Up LICENSE # CLASS OF WORK NEW ALTERATION ADDITION DEMOLISH REPAIR .MOVE MOBILE HOME (make/model) S.F. OF BUILDING ,r-. S.F. OF LOT # OF FLOORS HEIGHT # OF FAMILY UNITS 1 # OF BEDROOMS Lf INTENDED USE OF BUILDING it,e5ti ttcv►CcL GARAGE elC§.XNGLE DBL_ CARPORT: SINGLE_ DBL FIREPLACE wz,otJ. S4OV c DOCUMENTS ATTACHED WATER SUPPLY DRIVEWAY PERMIT SITE PLAN BUILDING PLANS SANITARY SEWER CLEARANCE ON SITE SEWAGE DISPOSAL PERMIT OTHER DOCUMENTS (specify) VALUATION 473 o ° PERMIT FEE $ 939; p•o PLAN CHECK FEE $.14.01-0.-',4-0 TOTAL FEE $_13.467,90 SCHOOL IMPACT FEE $ /IlA- DATE PERMIT ISSUED ZONING DISTRICT L %1RI?S ku2. FOR OFFICE NOTE: Show easements, property line dimensions, all other structures, specify north, and street name. For odd shaped lots, or if space is too small, provide separate plot plan. # OF BUILDINGS NOW ON PARCEL USE OF BUILDINGS NOW ON PARCEL M4/t14 bre$ CA -131N FRONT PROPERTY LINE STREET NAME/ROAD NUMBER CHECK IF CORNER LOT DESCRIPTION OF WORK PLANNED I hereby acknowledge that I have read this application and the above is correct and I agree to comply with all county ordinances and state laws regulating building construction. SIGNATURE USE ONLY 14I TYPE OF OCCUPANCY TYPE OF CONSTRUCTION S.F. OF BUILDING 2_35-3 S.F. OF LOT MAX. HEIGHT -'--2 Z, ' ROAD CLASS. SETBACKS FROM PROPERTY LINE: FRONT REAR RIGHT LEFT OFF STREET PARKING SPACES REQUIRED FLOOD HAZARD CERTIFIED BLDG ELEVATION SPECIAL CONDITIONS PROBLEMS WITH PERMIT ADDITIONAL INFORMATION NEEDED CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR OR ENGINEER APPROVE ILDING DEPARTME T DAT APPROVED: 3 PLANNING DEPARTMENT DATE ) r ( --/ — 'g 0 -•:."-••,. 4 / /3) ( 2 ex- fTh / Cni1. Cn? 1 ) 2 `--7` % / 7 (7OC) ARIZONA COLORADO WYOMING 8168 3661 1538 JACK H. RALEY CIVIL ENGINEER LAND SURVEYOR CONSTRUCTION CONSULTANT P. 0. Box 181 MEEKER, COLORADO • PHONE (303) 878-5215 August 13, 1991 Garfield County Regulatory Offices 109 8th Street Suite 303 Glenwood Springs, Colorado 81601-3303 Mr. Mike Watts: 1":13AUG 15 1991 G1- riLLu LUUNTY This is to inform you that I made an inspection of the following structures at Rio Blanco Ranch, 3.050 Trappers Lake Road in Section 21, T1N, R88W of the 6th P.M. in Garfield County, Colorado. My inspection disclosed that the construction of the additions to dormitories Aspen and Spruce, and the new residence Larkspur conform to the requirements of the Uniform Building Code of 1988. Yours truly, C/er.}4y__ Jack H. Raley, PE -LS #3661 ENARTECH Inc. Consulting Engineers and Hydrologists August 27, 1991 Mr. J. David Holm Water Quality Control Division Colorado Department of Health 4210 East Eleventh Denver, CO 80220 RE: Trappers Lake Lodge, Garfield County Domestic Wastewater Site Application #3956 Dear Mr. Holm: • i AUG 28 1991 r5 lyHlli'iLLL3 LULAry This letter is to certify that. the two ISDS type domestic wastewater treatment facilities serving Trappers Lake Lodge have been constructed in accordance with the site application, plans and specifications approved by the Division. Regarding the conditions of the Site Approval as outlined in your letter dated October 8, 1990, please note the following: 1. The groundwater monitoring wells have been installed as shown on the plans. However, Well No. 1 has gone dry and must be re -drilled. This well will be re -drilled and all three wells will be sampled and analyzed for nitrates, fecal coliform and BOD this fall. 2. Water saving plumbing fixtures have been installed in the convenience store and in the bath house. The showers have a flow rate of 1.7 gallons per minute and the toilets use 2.5 gallons of water per flush. One standard washing machine rather than two water saving machines is to be installed in the convenience store. The combined flow from all plumbing fixtures is Less than the design flow as described in the approved engineering report. 3. A spare pump for the dosing tank must be purchased and stored on site. 302 Eighth Street, Suite 325 P.O. Drawer 160 Glenwood Springs. Colorado 81602 (303) 945-2236 We hereby request permission to operate this domestic wastewater treatment facility. If you have any questions or comments, please give me a call. Sincerely, ENARTECH, INC. Peter Belau, P.E. PB/des cc: Dick Bowman Michael Watts Roger & Basia Trout P304-01 (304_01 A) ,SEP 1993 L i.' i September 8, 1993 ENA RTECH Inc. Consulting Engineers and Hydrologists Mr. Steve Coley Rio Blanco Ranch P.O. Box 750 Meeker, CO 81641 RE: Structural Inspection Dear Steve: MAk At your request, on August 25th I conducted a structural review of two buildings located on Rio Blanco Ranch. The purpose of the review was to comply with a request by Michael Watts, Garfield Country Building Inspection, to certify that the two structures met specific code requirements. This letter report outlines my findings. Sagebrush. The Sagebrush residence is located on the southeast shore of the pond. The original structure, which was reportedly constructed in the mid 1970's, was destroyed by fire in the winter of 1989. The structure was razed the following summer. The original foundation was then utilized to support a new prefabricated log structure.. The original foundation consists of a 24"x8" footer supporting a 24"x8" stem wall. The foundation does not extend below frost level. The foundation appears to be constructed of batch prepared concrete. Although there are a few minor hairline cracks in the stem wall, there is no indication of settlement or foundation distress. This Type of minor cracking is common in foundation walls and is probably the result of concrete curing. Although plans are not available for review, it is my opinion that the foundation does contain reinforcing steel. I base this opinion on the age of the original structure, the quality of the formwork and the appearance of the concrete as well as the lack of major foundation cracking. It is therefore my professional opinion that the foundation is properly designed to structurally support the residence. During the inspection, two items were observed that should be addressed. The first area is the entrance porch canopy. As constructed, the posts that support the roof rafters rest on a log crib wall. The two foot high crib wall transfers the roof load to the porch foundation. The design of this connection results in a hinge point at the top of the Iog crib wall. The hinge has displaced the wall outward by approximately 302 Eighth Street, Suite 325 P.O. Drawer 160 Glenwood Springs, Colorado 81602 (303) 945.2236 Mr. Steve Coley Page - 2 two inches. It is my recommendation that the porch roof be supported on log posts that extend to the foundation level. If you desire, the log cribs can be placed between the roof posts for aesthetics and to provide a railing. The second area of concern is the ventilation of the crawl space. The foundation wall provides two 18"x24" openings on the diagonal comers of the structure for cross ventilation. At the present time these openings are covered with plywood. It is our recommendation that you construct screened covers to allow the free flow of air under the structure during the summer months while still preventing varmints from entering the space. Larkspur. The Larkspur manager's residence was constructed in 1990. The building was designed by Rob Classen, a licensed architect Located in Glenwood Springs. The plans were available for review. My structural review consisted of a visual examination of the foundation and the overall condition of the structure. I reviewed the sizing of selected structural members as shown on the plans. The architect also provided me with his design assumptions. Based on my calculations and plans review, it is my opinion that the structural members are properly sized to resist anticipated loads. Please give me a call if you have any questions. Thank you for requesting my assistance on this project. Sincerely, ENARTECH, INC. Charles Peterson P.E. Structural Engineer CP/des Ext' 17809 w; *i Enclosure, �÷.• o,. �/ •o oNAI °° Q' cc: Michael Watts FS �• � .. iii C329-02 (0329 01B)93 "3F c0\- 'l111IIILI1fti111"1