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Home My WebLink About00073 X : GARFIELD COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH 2014 Take Avenue Glenwood Springs, Colorado 81601 PERMIT 11 S 073 (this does not constitute a building or use permit) Owner / Iv, tom" - e-.CeOj -M " "ce /,t. System Location 111 6— —24 n# de/Fl—S 1 Licensed Contractor 239 VS/44-41n••• wr AJCef * Conditional Construction approval is hereby granted for aic 9440 ga11oniteX /Sri.v6) Septic Tank or Aerated treatment unit. Absorption area (or dispersal ,area) computed as follows: Perc rate / inches in /.5 minutes /70 sq. ft. absorption area per bedroom rrofr(v rY',vet Oo ra4.aars „tr .P. r4 Vacaw,d wM dot co/a 4 it of bedrooms oPl" ' x " /90 sq. ft. minimum„ e@$lurrement ; % ZSt are ,c May we suggest 5ar - err r is cite eel° Date c �& 9y Inspector Afte Cf 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 covering any part. 0 . Septic Tank cleanout to within 12 of final grade or aerated access ports abo a s j7oc-/, ai Proper materials and assembly. 6 illp` hi We Adequate absorption (or dispersal) arear Adequate compliance with permit requirements. dequate compliance with County and State regulations /requirements. "'tea/ Tlc, tev .fl cPoo c y r '9-73 e7) ro /ni.vin ce IIM .e?c-z5*rrl2f— Date .9 l 9 9 Inspector 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 authority granted in 88.44.4, CRS 1983, amended 68.3.14, CRS 1983. 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. 8. Section 1 ,8.24 reqtdges any person who constructs, alters, or installs an individual sewage disposal ' system iri a manner 'did inVolveS a knos inga`and material variation from the terms or specifications con- tained in the application of permit commits ablass I, Petty Offense (8500.00 fine • 6 months in jail or both COLORADO DEPARTMENT OF HEALTH . / Water Pollution Control Division 4210 East 1lth Avenue J Denver, Colorado 80220 NOTIFICATION OF PROPOSED DISCHARGE TO WATERS OF THE STATE* INDIVIDUAL. HOME SEWAGE TREATMENT SYSTEM** SYSTEM ** Owner: f# ! 64/L� eoae / r /9l'Aug at;tivos M a i l Address: H o x / 1 ' / 3 Cit Fie Zl pg'f ) Phone ‘Zr- -// 76 A. INFORMATION REGARDING PROJECT SUBMITTED FOR REVIEW: eee T'<' sen -J(Ct 4 &-j44' Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habilablle buildings, luca.ion of potable water wells, soil percolation test holes, soli profiles In test holes. 1. Location of fact 11 t ou ty s��f'IEc.9 .City or town Ktri _____-___. 4C 4u B ,eynsSWec S (gni Legal description „goof (AL 2rvo Lot size 112, /J e e 6y .rrnr4 - O*+ K 2. No. of bedrooms Septic tank capacity57&CCarAer "" a c � tion unit capaci ty_______ 3. Source of domestic water: Public (name): Q. try (t1,cC Private: Well_ Depth Other Depth to first ground water table 4. Is tscl1lty within boundaries of a city/town or sanitation district?_ ._ —_ 5 . Distance to nearest sewer system: /,Z //'f!c-F .—._.— Have you attempted to arrange a connection with the system? �fs $ If rejected, what was the reason? C (y-r (Ai (Lc.Atter /ho[1 (P. 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: ?—/A —71 C -I.4/ i . Date Signet 'e of Owner *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. Dc r. A/0 re. q 7e.9/ E?2-s tx F /2 5 - 0 9 77G rna.0 e..- r 5 77 .c0 r0 . t • B. 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 Approval Disapproval Signature for Local Health Department Signature for City /Town Official (Title) Signature for County Official (Title) Comments: Signature and Title Note: The Notlfler (front of this sheet) must obtain comments and signature of at least one of the above. C. FOLLOWING FOR STATE HEALTH DEPARTMENT USE: Recommendations of the Dist:lct Engineer: D. ACTION BY THE COLORADO WATER POLLUTION CONTROL COMMISSION: fl 0,1 rktit • "4am WP -33 (10 -72 -2) ` i" F " utiva a .A GARFIELD COUNTY :. ENVIRONMENTAL HEALTH GLENWOOD SPRINGS, COLORADO 01601 2014 BLAKE AVENUE PHONE 945-7255 August 28, 1974 SUBSURFACE ABSORPTION SYSTEM F & M Trailer Court Owner: Frank Espinosa Box 1443 Rifle, CO 81650 Specifications: Septic Tank - Adequate 5,760 gallon existing Percolation Test Results - 1 inch in 15 minutes = 190 sq.ft. absorption area per bedroom Maximum Mobile Home Parking - Ten Average 2.5 bedrooms per trailer - 25 bedrooms 25 bedrooms x 190 sq.ft. absorption area per bedroom - 4,750 sq.ft. minimum required absorption area Absorption Area Breakdown: 4 existing drywells 6' in diameter 12' in depth existing potential - 77'r = 339.12 x 4 = 1,356.48 sq.ft. 1 new drywell providing = 700.00 " " 35x75x3' shallow seepage bed providing bottom area = 2,625.00 " " 2' aggregate providing sidewall area = 440.00 " " Total Absorption Area = 5,121.48 sq.ft. Provided = 5,121.48 sq.ft. Required = 4,750.00 " " Safety Factor (see narrative) = 461.48 sq.ft. Narrative Notes: Existing four (approx. 5 yr. old) drywells not to be used for one year to allow for drying, soil fracture, and aerobic breakdown of 4• 4 • material contents - to be accomplished by checking flow in distri- bution line. Safety factor of 461.48 sq.ft. allowed for possible loss in sidewall absorption area after one year redeeming period at which time flow stop shall be removed and drywells returned to use. New drywell to be equipped with suitable lift pump for transfer of excess effluent to seepage bed. Seepage bed to contain two feet of approved aggregate. Perforated laterals to be 6' apart and 3' from seepage bed sidewalls. Laterals to be covered with a minimum of 2" of clean aggregate and then 4" of hay, straw, or other suitable material. Shallow sloping cover (backfill) to be provided to allow for evapotranspiration. Highly recommend area be seeded for plant life. Seepage bed to be equipped with minimum of two survey ports located in middle and at farthest lateral end from inlet in order to allow for effluent observation in the field until the four existing dry- wells are put back on line. Former plans of three or more new drywells constructed in series abandoned due to required grading and location restrictions would place said drywells within four feet of maximum water table. Shallow drywell - wetwell - lift station combination will be 4'+ above maximum water table. ENVIRONMENTAL HEALTH DEPT. y ` f r J' \ Edward L. Feld Deputy Sanitarian ELF /tlb