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Home My WebLink About00240 t GARFIELD COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH • 1"`44,' 1.:. + 2014 $lake Avenue Glenwood Springs, Colorado 81601 PERMIT 0 S 240 (this does not constitute ` a building or use permit) 'N!- Owner. Vtvra & Sons Construction Inc. System Location. tii obwav 6 & 24 - Rifle Licensed Contractor U9rner * Conditional Construction approval is hereby granted for a nlars gallon Septic Tank or Aerated treatment unit. r Absorption area (or dii persal area) computed asiollows: • Perc rate , / 9nches in _'i Q minutes sq. ft. absorption area per bedroom see Plans 11 of bedrooms x sq. ft. minimum requirement May we suggest : Flans and s»ec ri ions approver rs 71+ icltard, Date Januari'� i 7 -, 1o7L Inspector j ' FINAL APPROVAL OF SYSTEM: No system shall be pealed, to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to eo''ering any part. Septic Tank cleanout to within 12" of final grade or aerated access ports above grade. Proper materials and assembly. Adequate absorption (or dispersal) area. Adequate compliance with permit requirements. Adequate compliance with County and State regulations /requirements. Date 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 66-44-4, CRS 1963, amended 66.8.14, 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 violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section 111, 3.24 requires 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 con- tained in the application of permit commits a Class I, Petty Offense ($500.00 fine - 6 months in jail or both. ( Fees Paid $ 75w INDIVIDUAL DISPOSAL SYSTEMS APPLICATION Date • NOTIFICATION OF PROPOSED DISCHARGE TO WATERS OF THE STATE* INDIVIDUAL HOME SEWAGE TREATMENT SYSTEM ** Owner: W 64,'t. 4. ) S C nfSTi (IIrC. / Mail Address: ,.,t 6 t)- C` Cit ��= � zip: Ff ( Phon6�2 2 7h_ 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 64 iLFs , -C-D City or Town e , ' �c U,C Legal Description cPa jic/ir - Re c/J)s, Size 8' , 2. No. of Bedrooms ( Septic Tank Capacity Aeration Unit Capacity 3. Source of Domestic Water: Public (name): Private: Well Depth /6 Q Other Depth to first ground water table / 4. Is facility within boundaries of a city /town or sanitation district? v'rJ 5. Distance to nearest sewer system: 2.J/.... /24 , Have you attempted to arrange a connection with the system? Ai U If rejected, what was the reason? 6. Rate of absorption in test holes shown on the location map, irl,. inutes per inc j of drop in water level after holes have been soaked for 24 hoursI 1 / '�..- 3 0 // po „ri» ) "Y' Ot7/j ytc 7z� �VOrc ( C ` $1117( RAI - 7 61) , - C/3 in�yec4 -z iyDt 7. Name, address, and telephone of person who m e soil absorption tests. X//!710 «iy ,C /99C - �f i � aJ/l CC - - - --- -------- .__. ,C/? 6t LJ — 8. Name, address, and / telephone of person responsible for design of the system: P .406.0 / s O, kJo / E oo K 60 if /4-4. 66..rE/VCumctac eG . Co 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. Date ignatu e o , Tier (TO BE RETURNED TO HEALTH DEPT.) • {. January 22, 1976 Mr. Roger Hocking ELDORADO ENGINEERING 818 Colorado Avenue Glenwood Springs, CO 81601 Re: White & Sons' Individual Sewage Disposal System Dear Roger: In reference to the above, please be advised I have re- reviewed the plans and specifications and hereby rescind the letter of December 17, 1975 from this office for the following reasons: 1. Due to the sump pump and reduced blockage potential, may we suggest a clean -out be installed to accommodate the gravity line between the tank and trenches. 2. Due to the fact the absorption trenches are only marginally over 100 feet and that the septic tank is for 500 gallons oversized, we see no reason to object on your proposal. 3. Please be advised that 10 feet will be required between the property line and the edge of the nearest trench. 4. Also please be advised that 4 inches ofj straw, hay, or untreated building paper will be required over the gravel in the trenches. 5. Finally, no specifications will be required for the sump pump. In view of the above listed items, it is my opinion that there is no reason to consider your proposal as "experimental" and you are hereby notified that Permit #240 will be issued to White & Sons, Inc. as approved. Very truly yours, ENVIRONMENTAL HEALTH DEPARTMENT Edward L. Feld Acting Director ELF /tls GARFIELD COUNTY , DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION 2014 BLAKE AVENUE GLENWOOD SPRINGS, COLORADO 81601 PHONE 845 7255 December 17, 1975 Mr. Roger Hocking ELDORADO ENGINEERING 818 Colorado Avenue Glenwood Springs, CO 81601 Dear Roger: In regard to your plans and specs for White & Sons' sewage disposal facility, I find no major difficulties with the system; however, I would note the following points: 1. Apparently the gravity line from the sump pump to the field exceeds 200 feet in length without provisions for a cleanout (however, since the material will pass through a pump, it may be suitable to assume that the potential for blockage is thereby substantially reduced). 2. The absorption trenches exceed the normal maximum of 100 feet, (however, in view of the pump station involved, it may be suitable to assume that the potential for blockage is thereby substantially reduced). Individual Disposal Systems Regulations 5.5(A). 3. It appears from the drawings submitted that the north trench is less than 10 feet from the property line as required by the code. 4. Cross section of the trench indicates an absence of a normal straw or untreated paper barrier between the sand layer and the gravel bed. Individual Disposal Systems Regulations 5.S(A). 5. No specs are included for the sump pump installation, maintenance require- ments, etc. Therefore, in view of the above considerations, it would appear appropriate to consider this system to be a new or experimental design and permit issued accord- ingly. Since the system is fairly simple, it would appear that a two year testing period would be more than ample on those tests to consist solely of periodic obser- vations by the Health Department. Such observations would necessitate accessibility to the sump pump area, distribution box and simple inspection ports at the westerly end of the field. This relatively simple procedure can enable this type of design to be added to the Acceptable Design List and used at other similar situations. It should be understood that such an experimental permit would include all of the conditions of Section 9 in the Individual Disposal Systems Code. If you feel this is acceptable to you and your client, please advise us in writing and include the signed agreement required under 9.2(F). • w/ • Mr. Roger Hocking December 17, 1975 Page Two If we can be of any assistance, please do not hesitate to contact this office. Sincerely, ENVIRONMENTAL HEALTH DEPARTMENT Lamont L. Kinkade, R.P.S. Director LLK /tls P.S. It is our sincere hope that this system can be added to the Acceptable Design List and to be provided a reasonable alternative to aerated treat- ment in those situations where it may be deemed appropriate. ELDORADO ENGINEERING COMPANY D RECEIVED DEC 1 0 1975 V. 0,.Box669 818 Colorado Avenue IM EM OF 11Q °�RSEMUL •• GEENWOOD SPRINGS, COLORADO 81601 • DATE JOB NO. 303 945-6917 q Qoc. 1475 1 7 4l7 V ( ��n (� `a ATTENTION ocA RE C nr .�CV. Co..3,.,,:7,.tevy ��h� C \ �C�C��rcSY•� QC11y %\•g-IS CUr?rn.w . \l C \�,..�oac�. %�"�`` CO %1 bob n. . GENTLEMEN: — WE ARE SENDING YOU t* Attached ❑ Under separate cover via the following items: ❑ Shop drawings 15C Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ . COPIES DATE NO. n DESCRIPTION 1 Reif Q 0 . THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval I For your use ❑ Approved as noted ❑ Submit copies for distribution — (❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ _ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: n V.A. C,a,' It enclosures are not as noted, kindly notify us at once. -\ m. zaa - s . a s w . 1R .. J. .d Ma _. __..