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HomeMy WebLinkAboutSP-5• GARI1E11) (..;.:)tifi TY L)LPARTIOENT 1.4CP,11- 7114 rirtatze Avenue Ghlre,..tivi:ocorj tttomT4* 005 Histand, Norman- South of Glenwood on the poi efol!,i-- ma; .tiot 1.1CAI t_„) tlt f4,51Tf: 1"1 0.11“,1 £.;.. .„ . . . . • -nr 1":1. twt`'r. Wit.11 • . . . iyith„s4Af ft.,ttoot,e,t.t.„,c 4Jq. j.•' Ir it Cil;dt tit (NA:"-trt.tCtIPCIt ttte Fork . COLORADO DEPARTMENT OF HEALTH Water Pollution Control Division 49.10 East i lth Avenue Denver, Colorado 80220 Building Official nok 6-4 Z' NOTIFICATION OF PROPOSED DISCHARGE TO WATERS OF THE STATE* INDIVIDUAL HOME SEWAGE TREATMENT SYSTEM** Owner: NORMAN HISTAND Mail Address: 0027 County Road 167 C I ty Glnwd. Spg>'.1 p816u1 Phone_ 5-8v11 A. 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 percolation test holes, soil profiles in test holes. 1. Location of facility: County Garfield a portion of Lot 9, Sec. 1 Legal description Twn • • ' .: 4 • : 4%. , , ,. of s ze .95 J1crag _ _ _ Principal Meredian 2. No. of bedrooms 6 Septic tank capacityAeration unit capacity 1250 gal. City or town 3. Source of domestic water: Public (name): Private: Well X Depth95t0ther Depth to first ground water table_ar 4. Is facility within boundaries of a city/town or sanitation district?______� 5. Distance to nearest sewer system: 6 mi le s Have you attempted to arrange a connection with the system? If rejerted, what was the reason? 6. Rate of absorption in test holes shown on the location map, In minutes per inch of dr:p In water level after holes have been soaked for 24 hours 1" in 8 minutes _as_ per attached 7. Name, address, and telephone of person who made soil absorption tests:__95— 6 1.6 Dodson Engineered Products, Inc. P.O. Box 2118 Glnwd. Spg_$ . 8. Name, address, and telephone of person responsible for design of thf; system: Same as above March 4, 19741 '7�'� , ;&41 Signature o- Ow Date —Din,SOA) p, ob, TA/C, *Required by Article 66-28-12(CRS, 1963, 1967 Perm. Sum. Supp.) **Required in areas which have been identified as areas in which danger of pollution of waters of the State may occur (Art. 66-28-8(5), CRS) and/or areas in which there Is no local septic tank ordinance. Be• SIGNATURES OF LOCAL OFFICIALS: The undersigned have reviewed the notification described on the front of this sheet and recommend approval or disapproval of the discharge as shown below: Date Comments: Approval Disapproval N t Signature for Local Health Department Signature for City/Town Official -11117) Signature for County Official (Title) Signature and Title Note:: The Notifier (front of this sheet) nest obtain comments and signature of at least one of the above.. C. FOLLOWING FOR STATE HEALTH DEPARTMENT USE:. Recommendations of the District Engineer: D. ACTION BY THE COLORADO WATER POLLUTION CONTROL COMMISSION: WP -33(10-72-2) (303) 945-6346 DODSON ENGINEERED PRODUCTS, INC. P. O. BOX 248 GLENWOOD SPRINGS, COLO. 81601 March 4, 1974 Garfield County Environmental Health c/o Lamont Kinkade 2014 Blake Avenue Glenwood Spgs., Colorado REF: NORM HISTAND SEWAGE SYSTEM IMPROVEMENTS Dear Mr. Kinkade: Enclosed are calculations for the sewage treatment improvements for Norm Histand whose property is south of Glenwood. MATERIAI„5 AND EQJPMENTI WATER SUPPLY SEWAGE DISPOSAL AND LIFT STATIONS IRRIGATION AND DRAINAGE CULVERTS AND BRIDGES LOADING 2 mobile homes with occupancy of 10 persons. 10 persons x 75 gallons x 1.5 safety factor = 1125 gals. Sewage to be standard strength domestic sewage. PERCOLATION TEST A percolation test as conducted by our firm gave a rate of l" in 8 minutes. The test was run in the new dry well hole in a mixture ofriver rock and a sand/soil mixture, this area being approximately 100 yards from the Roaring Fork river. Our proposal is for a 1250 gallon Cavitette sewage plant to replace the failing 500 gallon septic tank. The effluent will flow into the existing 15' diameter dry well and then into a new 151 dry well in series and adjacent to the old dry well. Very truly yours, DODSON ENGINEERED PRODUCTS, INC. 414;14 /a44.9411,) David S. Dodson DSD/bs Percolation test run by Stanley. L. Dodson, R.P.E. • S A 1-? s Cr) USOd0H4 INakilvau NORM HISTAND PROPERTY - South of Glenwood