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Home My WebLink About01658 • GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81801 Phone (303) 945 -8212 This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT + 1658 a building or use permit. Owner Gary & TAM Carmichael System Location Peu-cel "A: Amended Fbhins Rib. Licensed Installer _S '31e) • Conditional Construction approval is hereby granted for a gallon -- Septic Tank or Aerated treatment unit. Absorption area (or dispersal area) computed as follows: Perc rate of one inch in _ minutes requires a minimum of sq. ft. of absorption area per bedroom. Therefore the no. of bedrooms 3 x sq. ft. minimum requirement = a total of sq. ft. of absorption area. i Date i / fry Inspector r Y ik.cy 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. • Septic Tank access for inspection and cleaning within 12" of ground surface or aerated access ports above ground surface. - Proper materials and assembly. • ! Trade name of septic tank or aerated treatment unit. Adequate absorption (or dispersal) area. fi r• r i ..a L �% J f Adequate compliance with permit requirements. • - _ Adequate corpliance with County and State regulations /requirements. Other • Date _ / i i / � seJ _. _ Inspector "- sf 7 �� h 11 RETAIN WITH RECEIPT RECORDS At-CONSTRUCTION SITE 6 ' 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. Connection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation of 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 jail or both.), Applicant: Groan Copy Department: Pink Copy O / 1512 Grand Avenue, Suite 212 1 SCHMUESER GORDON MEYER INC ;� a f Glenwood Springs, Colorado 81601 Slum• ■sn (303) 945 -1004 %Sink q %%a � I CONSULTING ENGINEERS & SURVEYORS/ VAT November 7, 1988 Mr. Gary Carmichael P.O. Box 445 Carbondale, CO 81623 RE: Carmichael ISE6 Dear Gary: Per your request, we have prepared (via letter) a plan for construction of your individual sewage disposal system. Based upon the parameters found on previous site visits and based up a perc test performed for the site, the following design is proposed. Before addressing the • specifics of the design, I would like to re - summarize the information obtained to ascertain the type of system to be installed: 1) The pert test results for three holes are listed as follows: - Perc hole #1, 2 mpi - Perc hole #2, 10 mpi - Perc hole #3, 13 mpi Average pert rate = 8.33 mpi 2) Depth to seasonal high groundwater, + six feet. Based upon the site data obtained, we have found that a standard seep- age bed can be constructed; however, one item concerns me after review- ing data collected in the field, that is, we did have a perc rate which was less than 5 mpi. My initial thoughts with this particular perro- alation hole was that it was located in an area where there was an absence of fine material. 'Therefore, I would propose to do the follow- ing: Approach the bed construction from a standard, at -grade system with the suggestion that we be notified when the excavation for the bed is complete. Upon excavation of the bed, we would be able to perform a site specific investigation to ascertain that some type of filtering mechanism (i.e., one foot of sand or one foot of pit run material with 5% to 10% of this material passing the 200 sieve) would not be needed. If we feel that the soil is representative of the two slower pert rates, we would not need to install a filtering mechanism. I would like to list the construction requirements of the bed as follows: 1) The elevation of the bottom of the bed shall be located at a minimum of four feet above the ordinary high groundwater (excava- ted depth of two feet). 2) The area of the bed shall be no smaller than 650.3 square feet. November 7, 1988 Mr. Gary Carmichael Page two 2) continued... The area of the bed was based upon the perc rate (average) of 8.33 mpi. With this perc rate, the allowable loading rate for the soil is 1.3 gal /sq.ft. /day. 3) The bottom of the absorption field shall be level. 4) The distribution piping within the field shall be 2" Class 160 solid wall pipe for the header, and shall be 1" perforated pipe for the laterals. I have enclosed a typical lateral installation detail. 5) A 12" layer of 1/2" to 2 -1/2" washed gravel should be distributed evenly over the entire bed with the distribution lines inset at a depth to ensure that at least 6" gravel are below and 2" of gravel are above each line. The top of the gravel shall be covered with a 10" layer of uncompacted straw, or a Mirafi® 140N filter cloth, to prevent the migration of native soil backfill into the gravel layer. The final cover of soil over the Mirafi® fabric shall be sloped to drain off the bed. 6) The seepage bed shall be shall be constructed such that the length of the bed will be no more than 100 feet long. The outer- most disposal lines in the bed shall be placed no less than 18" and no more than 36" from the outside bed walls. For each six feet, or part thereof, in bed width, there shall be one distri- bution line extending the length of the bed. Such lines shall be spaced evenly between three feet and six feet apart so as to dis- tribute the effluent evenly over the entire bed area. The dis- tribution lines (laterals) shall be constructed such that there is a slight slope away from the header. 7) Because you have a three - bedroom house, a 1000 gallon septic tank will be required; and because we are required to pump on this site, a minimum pumping chamber size of 575 gallons is required. I have enclosed a detail which we typically use to construct the septic tank and dosing tank. I hope this letter serves its intended purpose. Please do not hesitate to call if you have any problems or questions. Sincerely, SCBMUE YER, INC. 40 / e r rey S. Simonson JSS:Lec /8191 Enclosures ,,J y ' �_. b ° �� is �� '� `;y. P. y ~° It! % C 44.0 \ hl ,- a cog h 4 * : 4 :-1 .,..."1 1 fic 0 III i i 11 1 Z:i a ' � . op N R o � R 2y A 9 h O t) O • , . - If I f '� M It a a 1 1 0 \\ , Di Hi N . tit la . . Jig N CI N } ...., . ok ca 1 ill o • 1 Z R & cloi ilt 11 gib Zv . l'h IN co ID C lq $ R • o r� r P y . : -.{ • n y 4 .fr jr Ng) IA 1 anarreti * r :: Iliail'aMTirsisse=r-lai --1 j., c e . N e Fi y 1 E r: P at A 00 • it 0 0 1 r ,k S APPLICATION pproval by Application INDIVIDUAL SEWAGE DISPOSAL SYSTEM � (/` - -- "INNER' �s ��t�, cle/ County Offcial: " / ADDRESS �O �oa ¢S � GiIG re. PHONE l'‘3 /¢3(0 � ° I CONTRACTOR • C,vni e_ ADDRESS PHONE �n y J sy1 PERMIT REQUEST FOR: (>1 New Installation ( ) Alteration ' Attach separate sheets or report showing entire area with respect to su 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: County / Ply` ,� � P /C- Near what City of Town C/if i / o�7 ale Lot Size .Y Legal Description .7 . , �� /�f� i/ ' ,. Ph G �C"�ns 45 WASTES TYPE: ( X) Dwelling /7 ( ) Transient Use ( ) Commercial or Institutional ( ) Non- domestic Wastes ( ) Other - Describe BUILDING OR SERVICE TYPE: 72 e s t' e e y G_ Number of bedrooms 3 Number of persons (,\) Garbage grinder (X) Automatic washer (}C) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: ( A) well ( ) spring ( ) stream or creek Give depth of all wells within 180 feet of system: c$ / 7 If supplied by community water, give name or supplier: GROUND CONDITIONS: Depth to bedrock: 1/4 l i,, l 0 LA../ n /l Depth to first Ground Water Table: 8 -f e eft Percent ground slope: ,r/a_7 � DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 3 vv,, /ts Was an effort made to connect to community system? TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: Gs) Septic Tank ( ) Aeration Plant ( ) Vault ( ) Vault Privy ( ) Composting Toilet ( ) Pit Privy ( ) Recycling, potable use ( ) Incineration Toilet ( ) Recycling, other use ( ) Chemical Toilet ( ) Other - Describe: FINAL DISPOSAL BY: ( ) Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Underground Dispersal ( ) Sand Filter ( ) Above Ground Dispersal ) W stew” er Pond ( ) Other - Describe: 1 /7 e-e WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? 44 _ Page 2 SOIL PERCOLATION TEST RESULTS: (To be 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. Namr, address and telephone of RPE who made soil absorption tests: 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 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 under- stand 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 r- jury as provided by law. Date a— 9— F Signed - BSc c,,,,,, (/ PLEASE DRAW AND ACCURATE MAP TO YOUR PROPERTY •/` Page 3