The URL can be used to link to this page

Home My WebLink About02618 / r� GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 2618 109 8th Street Suite 303 Assessor's Parcel No. Glenwood Springs, Colorado 81601 Phone (303) 945-8212 This does not constitut • INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. PROPERTY Owner's Name Thomas Minetree Present Address 2957 CR 103, Carbnndal r Phone 961 - 92RA System Location 2957 County Road 101, Carbnndal a, CO Legal Description of Assessor's Parcel No. SYSTEM DESIGN Septic Tank Capacity (gallon) Other /// �� Percolation Rate (minutes /inch) Number of Bedrooms (or other) / ,9 Required Absorption Area - See Attached As 4 1–.46/41e5440 SOecs '4fl'; }c4'eO , Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation ou System Installer Jae 2AMPtA E$rAUAT/AJ. Septic Tank Capacity /Coo 6Az /^ Septic Tank Manufacturer or Trade Name CQ.OP /ANfl Septic Tank Access within 8" of surface ye5 . Absorption Area IDOL, 46 407nr -s / 'VC' /n P f.✓CNr's Absorption Area Type and /or Manufacturer or Trade Name 1 14/171.. 7 1241 -- me Adequate compliance with County and State regulations/requirements kr'5 Other / 77) 640A, 6G0 6 Date iZ 7- 14 Inspector 1.774d- 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 office 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 — 6 months in )ail or both). White - APPLICANT Yellow - DEPARTMENT INMKIDUAL SLW_A_GF DISPOSAL SYSTEM APPLICATION • OWNER --11 vneS 1`/11)/1(1 ADDRESS ZS& 7 a, „, (ed_ /O 3 i a.M10,Pl(ONE 9103- 2 2 80 CONTRACTOR OW VLwr-- ADDRESS PHONE PERMIT REQUEST FOR (X) 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 rofiles in test holes (See page 4). LOCATION OF PROPOSED FACILITY: COUNTY 0 4afft 61.0 Near what City or 'Town f. Size of Lot 3 1. o. Legal Description or Address se. er.,c,rtt-. WASTES TYPE: WDWELI.ING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES ( ) OTT IEIt - DESCRIBE BUILDING OR SERVICE TYPE: TZE3t 'r't -tr Number of Bedrooms_ Nunfiier of Persons 1 O ( ✓( Garbage Grinder ( ✓Automatic Washer ( 1.1 Dishwasher SOURCE AND TYPE OF WATER SUPPLY; ()C) WELL ( ) SPRING ( ) STREAM OR CREEK Give depth of all wells within 180 feet of system: ) /0 If supplied by Community Water, give name of supplier /J I / GROUND CONDITIONS; Depth to bedrock: a > Depth to first Ground Water Table » W Percent Ground Slope /n /.- t @. PTleJ DISTANCE TO NEAREST COMMUNITY SEWER SY fEM: se^['ER4L- VIAtlLtr3 Was an effort made to connect to community system? ( ) YES (� NO TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: k SEP'T'IC TANK ( ) AERATION PLANT ( ) VAULT ( ) VAIJI:I' PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) CHEMICAL TOILI 1' ( ) OTI - TER - DESCRIBE FINAL DISPOSAL BY: ABSORPTION TRENCII, BET) OR PIT ( ) EVAPOTRANSPIRATION ( ) UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL. ( ) WASTEWATER POND ( ) OUTER- DESCRIBE WILL EFFLUENT BE DISCIIARGED DIRECTLY INTO WATERS OF THE STATE? ND 2 • LLREYN.A"IION:IESTIOISLJI: TS; (To be completed by Registered Professional Engineer) Minutes per inch in hole No. I Minutes _ per inch in hole No. 3 Minutes _ per inch in hole No. 2 Minutes per inch in hole No. 41/age/ft c 80 nip ? 'tn. Ci ez Naive, address and telephone of RPE who made soil absorption tests: Name, address and telephone of RPE responsible for design of the system: G .. irk $ - / 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 fiirnished by the applicant or by the local health department for purposes 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 adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies that all statements 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. Signed 1. _ _ Date 6 — /1 - 7A y . ? S _BMW AN ACCURATE MAP'1'O YOl1R PROPERTY!! 11av4• eow,c1" tit eic 97. 3 • /ON TRY NOINECeIVG 1 Li May 1, 1996 Garfield County Building & Planning Attn: Jake 109 Eighth Street, Third Glenwood Springs, CO 81601 Re: ISDS for Minetree Residence 2957 County Road 103, Carbondale, CO HCE File number 96004.10 Dear Jake: This letter is regarding the Individual Sewage Disposal System for the proposed Minetree Residence at Hawk Ridge Ranch. Our recommendations are based meetings with Ron Liston of Land Design Partnership, our site visit, and percolation testing performed by HP Geotech.. The percolation testing was performed at a depth of approximately three feet in an area southeasterly of the proposed residence. The percolation rate recommended for design was 80 minutes per inch. However, it appears that if the trenches were to be constructed at minimum depth, the percolation rate would be somewhat better. We recommend that standard absorption trenches be utilized, and that they be placed as shallow as reasonable, to avoid the large rocks and somewhat less permeable soil found at greater depth. Our suggested system layout is shown on the Land Design Partnership drawing, and would consist of parallel trenches separated by ten to twelve feet. The trenches should run along the contour of the land. We understand that this ISDS would serve a single family residence with five bedrooms. Therefore, the estimated average wastewater flow would be 750 gallons per day. The design flow, per regulation, is 1.5 times the average, or 1125 gallons per day. 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone: (970) 945 -8676 • FAX: (970) 945 -2555 . . - Garfield County May 1, 1996 Page 2 The required standard absorption area (based on 80 minutes per inch) is 2012 square feet. Less 50% for using "Infiltrator" units in trenches would give 1006 square feet. At 18 square feet per unit, 56 units would be required. The minimum size of septic tank required is 1500 gallon. We recommend a distribution box be utilized to equalize the flows to the trenches, as shown on the drawing. If you have any questions or need additional information, please contact us. Sincerely, HIGH COUNTRY ENGINEERING, INC. T k, P.E. cipal Engineer TPB /soe v