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Home My WebLink About02728 • r,i x GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 2728 109 8th Street Suite 303 Assessor's Parcel No. Glenwood Springs, Colorado 81801 Phone (303) 945 -8212 This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. PROPERTY Ralph & Renee Beeler 0041 VR 116 #1 G.S. Owner's Name Present Address Phone_ 928 -8972 System Location 1962 County Road 132, Glenwood Springs Legal Description of Assessor's Parcel No. SYSTEM DESIGN 1 0 0 O Septic Tank Capacity (gallon) Other r, /R ri A 3 ( ^' 0 Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Q�'f/ t" E Septic Tank Capacity 12 C U Copt L L1 f•rt Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Y E S Absorption Area 1 pr C ct s 6v3) Absorption Area Type and /or Manufacturer or Trade Name. "3 I 0 0 / E r u r n Adequate compliance with County and State regulations /requirements C ? Other . /] Date (u - v' Inspector A A RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE •CONDITIONS: 1. All Installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning off ice shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained In the application of permit commits a Class I, Petty Offense ($500.00 fine —8 months In )ail or both). white APPLICANT Yellow - DEPARTMENT �� py\� INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER 14.2'1J-_ u._ i ! lb c L ADDRESS 44 L Choi ''t Ili, PHONE 12 °e3 9 7z. CONTRACTOR bwfe., ADDRESS PHONE PERMIT REQUEST FOR p4 NEW INSTALLATION ( ) ALTERATION ( ) REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSED FACILITY: Near what City of TowrC'I oh SP cN S �� /� e of J.ot 6 r 7 8 Ac .gas • Legal Description or Address e., - - iv . - ' 1s. Is f -' ,.• . r WASTES TYPE: (j DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES ( ) OTHER - DESCRIBE BUILDING OR SERVICE TYPE: - ..:,1: s O. .- . C Number of Bedrooms 3 Number of Persons 2- ( yr Garbage Grinder (Automatic Washer (se Dishwasher SOIJRCE AND TYPE OF WATER SUPPLY: ( ) WELL (✓)" SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Z•5 ft» S Was an effort made to connect to the Community System? 40 A site plan is required to be submitted that indicates the following MINIMUM distances: Leach Field to Well: 100 feet Septic Tank to Well: 50 feet Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System to Property Lines: 10 feet YOIJR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS Depth to first Ground Water Table Percent Ground Slope 2 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (VI SEPTIC TANK ( ) AERATION PLANT ( ) VAULT ( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) CHEMICAL TOILET ( ) OTHER - DESCRIBE FINAL DISPOSAL BY: \ (4 ABSORPTION TRENCH, BED OR PIT 0)1/PakPr7GQ I ( ) EVAPOTRANSPIRATION ( ) UNDERGROUND DISPERSAL UP / ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND ( ) OTHER - DESCRIBE WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? Ak pERCOI,ATION TEST REST T1.TS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes per inch in hole No. 1 Minutes per inch in hole NO. 3 Minutes per inch in hole No. 2 Minutes per inch in hole NO. _ Name, address and telephone of RPE who made soil absorption tests: \ • 1 t C)NI7, gzA (prole_ hot A 4incoo sP(ZliIC Co.5) L,0/ . 7im • V P, }3E 'Is -i676 Name, address and telephone of RPE responsible for design of the system: Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for perjury as provided by law. ed l - i A Date 1 q 7 PLEASE DRAW A ACCURATE MAP TO YOUR PROPERTY!! 3 • /OH TRY NGWCCRAVG t 1 July 30, 1996 Garfield County Building & Planning Attn: Don Owens 109 Eighth Street, Third Floor Glenwood Springs, CO 81601 Re: ISDS for Besler Residence End of County Road 132, Glenwood Springs, CO HCE File number 96004.20 Dear Don: This letter is regarding the Individual Sewage Disposal System for the Besler Residence located at the north end of Mitchell Creek Road. Our recommendations are based meetings with the owner, Ralph Besler, our site visit and percolation testing. The percolation testing was performed at a depth of approximately 18 inches in an area southeasterly of the proposed residence. The percolation rate recommended for design was 17 minutes per inch. We recommend that a standard absorption bed be utilized, and that it be placed parallel to and adjacent to the east side of the driveway. We understand that this ISDS would serve a single family residence that currently has two bedrooms, but the owner wishes to size the system for three bedrooms in case of future expansion. Therefore, the estimated average wastewater flow would be 450 gallons per day. The design flow, per regulation, is 1.5 times the average, or 675 gallons per day. 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone: (970) 945 -8676 • FAX: (970) 945 -2555 Garfield County July 30, 1996 Page 2 The required standard absorption area (based on 17 minutes per inch) is 557 square feet. Less 40% for using "Infiltrator" units in a bed would give 334 square feet. At 18.75 square feet per unit, 18 units would be required. The Owner should consider using traffic rated Infiltrator units also, since there will possibly be some additional load transferred to them from the adjacent retaining wall. The minimum size of septic tank required is 1000 gallon, however, we recommend that a 1250 gallon tank be considered. If the tank is to be installed in the driveway, it should be of traffic rated construction. . If you have any questions or need additional information, please contact us. Sincerely, 1 HI H COUNTRY ENGINEERING, INC. OAAta--" T' iothy P. Beck,'P.E. P incipal Engineer TPB /soe cc: Ralph Besler