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Home My WebLink About00680 This does not constitute a building or use permit. ^ GARFIELD COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH 2014 Blake Avenue Glenwood Springs, Colorado 81601 RBPASR - ENGINEER PERC - NO CHARGE Phone (303) 945 -7255 INDIVIDUAL SEWAGE DISPOSAL PERMIT N.9 GRO Owner Rfcirwjvl A. RMrrifF nr� System Location Wnwt Glenwood Springs - c t g �+a- _VL.P,t _ �3!') Licensed Contractor .'', J c / it f / e - : - ' Conditional Construction approval is hereby granted for a 1 f)!1G gallon X Septic Tank or Aerated treatment unit. Absorption area (or dispersal area) computed as follows: Pero rate of one inch in 40 minutes requires a minimum of 290 sq. ft. of absorption area per bedroom. Therefore the no. of bedrooms _>— x 290 sq. ft. minimum requirement = a total of 870 sq. ft. of absorption area. May we suggest seepage Bed 12' x 73' x 3'. deep or 20' x44' x 3' deep. Date Apr/ t 9, 1979 Inspector %+r' 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. 0/t- Proper materials and assembly. rnd'S name of septic tank or aerated treatment unit. Adequate absorption (or dispersal) area. a"..-O sc 4 x 3 / iv Adequate compliance with permit requirements. ��- Adequate compliance with County and State regulations /requirements. Other / ' .Zc -. 7 Date Inspector %/ 4L RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE • "CONDITIONS: 1. All installation must comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to au- thority granted in 66 -44 -4, CRS 1963, amended 66 -3 -14, CRS 1963. 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 viola- tion of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section III, 3.24 requires any person who constructs, alters, or installs an individual sewage disposal system in a manner which in- volves 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). Building Official - Permit White COPY Applicant - Green Copy Dept. - Pink Copy ..- .�. . - - ..a......- -_ ....s. .... . NI 0 Fees Paid $ �=r INDIVIDUAL SEWAGE DISPOSAL SYSTEMS APPLICATION c rt =7) 1? Date NOTIFICATION OF'PROPOSED DISCHARGE TO WATERS OF THE STATE INDIVIDUAL HOME SEWAGE TREATMENT SYSTEM • Owner: --r C H -k to P_1 F Mail Address: '7n o .D h(S(tP City: Zip: 81 (0o( Phone: (31 S (o0t A (oe c_= Oc.nond> � INFORMATION REGARDING PROJECT SUBMITTED FOR REVIEW Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable buildings, location of potable water wells, soil percola- tion test holes, soil profiles in test holes. 1. Location of facility: County Garfield City or Town Cep. <n . `-, • oat 1 CA-kfr t4 &) - (3C) Legal Description ee A Lot Size ( fti- t . (z.6? 2. No. of Bedrooms Septic Tank Capacity 121_ Aeration Unit Capacity OescuenOt 3. Source of Domestic Water: Public (name): (A)f=7-,T (r( E )urt -DE1m Q)/cr& -72 t)(?cr- Private: Well Depth Other Depth to first ground water table 4. Is facility within boundaries of a city /town or sanitation district? VC-- 5. Distance to nearest sewer system: Conn -+- F r - z - r 1 CC ONN i C C - _ Have you attempted to arrange a connection with the system? bV n If rejected, what was the reason? 1 d Cr o^_;7-- 6. Rate of absorption in test holes shown on the location map, in minutes per inch of drop in water level after holes have been soaked for 24 hours: 7. Name, address, and telephone of person who made soil absorption tests: 8. Name, address, and telephone of person responsible for design of the system: 9. Express permission is hereby granted for the inspection of the above property by any member of the Garfield County Environmental Health Department and /or such persons as they may designate. Any withdrawal of this permission shall be in writing and receipt acknowledged by the County Environmental Health Department. 10. I have been given an opportunity to read the Individual Disposal Systems Regulations of Garfield County and I hereby agree to comply with all terms, conditions and requirements included therein. 7 Date Signa ure of , i.licant k1c (TO BE RETURNED TO HEALTH DEPT.) PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY . . (i e_ c t 4 INDICATE BELOW THE LOCATION OF YOUR BUILDINGS WATER SUPPLY AND DISTRI— :U 0 `E , RE S, RR ' 0' D I , RI .D '' , '`l :0I44'R' ' p ____. _. . _ . . .. _._ i . Ell • � r L (TO BE RETURNED TO HEALTH DEPT.) • • L') Lincoln DeVore 1000 West Fillmore St. Colorado Springs, Colorado 80907 (303)632.3593 I-1ome Office March 23, 1979 Mr. Dean Moffatt Sundesigns 13151 Grand Avenue Glenwood Springs, CO 81601 Re: File No. GS -983 Sherriff Residence Percolation Test Results Dear Mr. Moffatt: At your request we have performed a percolation test at the above referenced location. The test consisted of three sets of readings in 4 inch diameter holes located as shown on the enclosed diagram. A profile boring was also placed, in order to determine the soil profile within 10 feet of the ground surface. The log of this boring is enclosed. Percolation test results are as follows: Test Percolation Rate, Number Minutes /Inch R U 12A4 6- 4 "5 - 5 1 60 (R Pct 2 60 o P 1 ¢O14- 4 1c/I00 - t_ 3 4.6 ,\ Tests 1 and 2 are belived to represent the upper silty clay materials while Test 3 represents the underlying gravel and cobble material. This is the reason the percolation rates experience such wide variation. We hope this has provided the information you desired. If questions arise or if we can be of further assistance, please feel free to contact the Laboratory. Respectfully submitted, LINCOLN - DeVORE TESTING LABORATORY, INC. BY: 06—_ Robert L. Bass Civil Engineer RLB /kmp 2700 Highway 50 West P.O. Box 1427 109 Rosemont Plaza P.O. Box 1882 P.O. Box 1643 Pueblo, Colo 81003 Glenwood Springs, Colo 81601 Montrose, Colo 81401 Grand Junction, Colo 81501 Rock Springs, Wyo 82901 (303) 546.1150 (303) 945-6020 (303) 249 -7838 (303) 242 -8968 (307) 382 -2649 TEST HOLE NO. Peo•6Ie TOP ELEVATION ,gcrin9 Grown, 00 - - _ � .ca., .;,�, i IIii _ _ - _ _ -_ - - - - - - - - - �d /N<,I� - - - iII ll _ - _ - _ _ — _ - Lill - - / ! , �e. - - - - -4 -env,/ Tail - - - - - - - - - - C /ay �/ � - - - - - • Aen li . 0 — Yo j - - - - _ _ how. : / '1 _ _ _ - - - - - - - ps.d ilk - - - ��! __ __ __ _-_ 30 I Prod% i Mohr O Z 0 x / 0 I I X v W I l K I X Seek -%- /'rid Orofi /6 f/o /t Log, LINCOLN COLORADO: COLORADO SPRINGS, Tit/ Locev'/on .0./ .YM ` D DeVORE PUEBLO, OD SPRINGS, g ENGINEERS- GRAND JUNCTIONNCTION , MONTROSE , S/Jern fRcs tfte •" ri,roW0a0! SLw • _ GEOLOGISTS WYOMING: ROCK SPRINGS d uJ U- 3 0 V *)lir 0 �c�s q 9 are 1' 10918 OOVbO1OD SONIbdS OOOMN31O 3f1N3AV ON■bO SIEI SJNVIV1SNO) 71V1OS SUNNV1d 50311H)5V S1)3IIHDW SNOIS34NAS