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Home My WebLink About02496 ` . aF # A 3 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N_ 2 4 9 r 109 8th Street Suite 303 Assessor's Parcel No. Glenwood Springs, Colorado 81601 ri Phone (303) 945 -8212 This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. t PROPERTY ' Owner's Name Rocky Cabossi Present Address 1125 Palmer Avenue, G.Bphone_ 945 -9673 I':" System Location 0314 County Road 110, Carbondale Legal Description of Assessor's Parcel No. SYSTEM DESIGN I. �( �1 Septic Tank Capacity (gallon) Other 4 "/ P / "t ,S Per / Percolation Rate (minutes /inch) Number of Bedrooms (or other) �. Required Absorption Area - See Attached i Special Setback Requirements: ' E Date ± Inspector 1 H FINAL SYSTEM INSPECTION AND APPROVAL (as installed) / S Call for Inspection (24 hours notice) Before Covering Installation System Installer_ f .. d % i "- . ^ 1., lk Septic Tank Capacity / C M) (� it Septic Tank Manufacturer or Trade Name C 4 ) F t i t( t,;,,, t Septic Tank Access within 8" of surface V r r-/ L [[ Absorption Area 4 Absorption Area Type and /or Manufacturer or Trade Name 11 6 c 7 ., -4- J. t .4 <_ h +.. ( CS Adequate compliance with County and State regulations /requirements t R i Other y..r— a. Date /7 2 '% ; Inspector `"' +I �/ eni 1 Cci.W- -C. w4_ RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE 4 •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 - i 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. d 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which Involves a knowing and material 1f variation from the terms or specifications contained In the application of permit commits a Class I, Petty Offense ($500.00 f ine — 6 1;' months in jail or both). gg i'9 Applicant: Green Copy Department: Pink Copy ft t 1NDIVIDUALSEWAGILD_ISPDSAL SYSTLIYLAPPK,TCATION OWNER . c. \L : Gc3,o 5 ' ADDRESS It r aA ..w &.us• PHONE ` 7 4 {S -9(073 CONTRACTOR _° c Gc osS� - tL c�c� . Cite— eqa%- 3`j 7 - "S ADDRESS PHONE PERMIT REQUEST FOR 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_Ol-PROPOSED_[ACILflIY: COUNTY GQv p. Near what City or Town C.v bon bl.c_� e-- Lot 02 Legal Description nss p\et4 ka* tlil cveteX4,v WASTES TYPE: ( ) Dwelling ( )'Transient Use O Commercial or Industrial ( ) Non - domestic Wastes ( ) Other - Describe BUILDING OR SERVICE TYPE: Wa..c tee. - Vkn 4 \ Number of bedrooms: Number of persons q ( ) Garbage Grinder ( ) Automatic Washer ( ) Dishwasher SOURCI:_ANaTYPE_DftWALEtSUPPLY: ( ) WELL ( ) SPRING ( ) STREAM OR CREEK. Give depth of all wells within 180 feet of system: n °Ae. If supplied by communiiy water, give name of supplier: ct?c\ \ t e w GROUND CONDII'iONS: c Depth to bedrock: Depth to firs) Ground Water Table: Percent Grbtind Slope:_ DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: novt— Was an effort made to connect to community system? TYPE OP INDIVID[JAI. SEWAGE DISPOSAL SYS'T'EM PROPOSED: () Septic Tank ( ) Aeration Plant ( ) Vault () Vault Privy ( ) Composting Toilet ( ) Recycling, potable use ( ) Pit Privy ( ) Incineration 'Toilet ( ) Recycling, other use ( ) Chemical Toilet ( ) Other - Describe: Or.,� w �� - Sec fc D* FINAL DISPOSAL BY: -J % Absorption Trench, Red or Pit ( ) Evapotranspiration ( ) Underground Dispersal ( ) Sand Filter ( ) Above Ground Dispersal ( ) Wastewater Pond ( ) Other - Describe: WIr.r. EFFLUENT BE DISCI IARGED DIRECTLY INTO WATERS OE THE STATE? V\,c? P'_I RCOLA17QWFESTRESLLTS: ('1'o he completed by Registered Professional Engineer) 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: Name, address and telephone of RPE's responsible for design of the system: Applicant acknowledges that the completeness oftheappliction is conditional upon such further mandatory and additional tests and reports as maybe required by the local health department to be made and furnished 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 inusre compliance with rules and regulations adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies that all statements make, information and reports submitted herewith and required to be submitted by the a pplicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to bre relied on by the local department of health in evluating the same fro purposes of issuing the permit applied for herein. 1 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 A. Date $ L'LI' SPIDRAY_AN_ACCURAT iMAP_TQ YQLILP_ILOPERTY • Ak Toyp Otk' • N-01 e ( V A 1-AvU`! $Z +o • ion OUNTR NG/NCCRLNC September 10, 1995 Rocky Gabossi 1125 Palmer Ave. Glenwood Springs, CO 81601 Re: Individual Sewage Disposal System for Commercial Buildings Garfield County, CO HCE File Number 95004.24 Dear Rocky: In accordance with your request, High Country Engineering, Inc. personnel performed a percolation test in an area between the existing building and the proposed building on your site on County Road 110, just above the intersection with Highway 82. The profile hole showed essentially no topsoil, approximately one foot of light colored fine silt, then the remainder was alluvial granular material up to cobble size. The average percolation rate, of the three holes tested, was less than five minutes per inch. Therefore, we recommend a sand filter type of system. We understand that you expect the total number of workers using the existing and proposed buildings for the full work day, to be four to six. We recommend using 6 employees for design purposes. For a typical office or factory worker, the average daily usage is 15 gallons per person per day. For six persons the average daily usage would be 90 gallons per day. Design flows are typically taken as 1.5 times the average, which would be 135 gallons per day. We also understand that you wish to incorporate the possibility of a future two bedroom apartment (or two one bedroom apartments) on the site into the design of the septic system. One bedroom is typically taken as two persons, using 75 gallons per person per day, average, or 150 gallons per day. Design flow of 1.5 times average would be 450 gallons per day (gpd). The total design flow would then be 135 gpd plus 450 gpd, or 585 gpd. The usual loading rate for sand filters is 0.95 gallons per square foot per day. This would require a sand bed with a minimum size of 616 square feet. This could be accomplished with a square bed of 24 feet by 26 feet. 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone: 303-945-8676 • FAX: 303- 945.2555 Rocky Gabossi September 10, 1995 Page 2 The size of the septic tank should be 1000 gallons, which is probably the smallest available anyway. We have enclosed some typical details of a sand bed system for your use. If you have any questions or need additional information, please contact us. Sincerely, HIGH COUNTRY ENGINEERING, INC. Timothy P. Beck, P Principal Engineer TPB /soe REMOVABLE CAP MINI /� \/ , /\ / FOR INSTALLATION OF INFILTRATOR INSPECTION WELL SOLID PIPE PIPE COUPLING 0 0 PERFORATED PIPE • SOUD CAP FOR SUPPERT ON BOTTOM OF TRENCH OR BED INSPECTION WELL DETAIL N.T.S. 606 2 . A '1 . INSPECTION NF J. (TYP.) .. .. 3' T P 66' f 24 1. 6• STUB OUT FOR FUTURE CONNECTION T - _ -- 6 . A .- BED PI N. T.S. BED OF 1 I/2 SCREENED - ROCK. It THICK COSTING GROUND TOPSOL SURFACE ` SLOPE TO CRAIN 12' MW • 24' MN I SAND FILL - SEE m. DISTRIBUTOR LATERALS FOR MMUUM BASE • SE ON N.T.S. 1 3' TYP IN FROM SEPTIC TANK . ` s•e DISTRIBUnoN PIPE :: (SOLID PVC) Cf BED PIPES (PERFORATED PVC) BASE OF SAID AND EDGE OF GRAVEL BED AN FILTER FABRIC TO ` GRAM -A 618