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Home My WebLink About01966 7711as . 'I 7 c+7f ' P.711r 14 a`it#7uy "a ?,: ,59W 34 PIFITOWI , . . . v iew: 7 i�`ir MEN' GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 'wy 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 'A' Phone (909) 945 -8212 This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT 31 1966 a building or use permit. Owner RiOPY RV Associates (Burning Mountain RV Park) System Location C.R. 335 a New Castle .Licensed I nstaller _._ owner Conditional Construction approval is hereby granted for a f 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 x sq. ft. minimum requirement = a total of sq. ft. of absorption area. May we suggest: F1 , r 1 "Li Date Inspector _ 7'F P {� FINAL APPROVAL OF ! 1 v / (� 9 s Pa i m ?� / 4 ` I } r i/�$ &I A! /N 'st 1 ` LaPproved 'ior to cover• No system shall be deemed to be i o I' npeC the Se age Disposal f Laws u0til th sass led systerp i d in an ,,'yryy:ffJJyy w i 'r -oft u M1 of ground surface or aerated access ports above ground / (� ,i. I psi ace. t for opection and cleaning wit in 12 i a n ccess •' I ' s � Proper' Ma and assembly. ?) 9 1 r' . A 0 a Trade name of septic tank or aerated treatment unit. Y J Adequate absorption (or dispersal) area. i z - — Adequate compliance with permit requirements. Adequate compliance with County and State rep(iytjons /requirements. / Other Date" n"C / -`�.3 — Inspector 4 i , 641- .516�1 +3�4' 1 RETAIN WITH RECEIPT RECORDS AT CONSTRUCTIONA) .t 'CONDITIONS: 1. All Installation mustcomplywlth 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 Class I, Petty Offense ($500.00 tine — 6 months In (ail or both.). Applicant: Green Copy Dspertment: Pink Copy . __® , • ' , Application INDIVIDUAL SEWAGE DISPOSAL SYSTEM PYPLICATION Approval by gut-kilo) Count rffla ADDRESS 4 7 /3 1 1a3 /L( 6qt q 44,./ “Al �?$' PHONE W 0 f e 6r ` CONTRACTOR c.) 6,4_s-d a. c--410 • IAA PHONE Sq -rnc.. p. md re up- 4 ADDRESS 5'1 mp /4 PERMIT REQUEST FOR: (A New Installation ( ) Alteration ( ) Repair Attach separate sheets or report showing entire area with respect to surrounding 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 C� 41 Near what City of Town ,t/etO 0%74 Lot Size <o /1 Legal Description ,See '3/4 — WASTES TYPE: ( ) Dwelling ( ) Transient Use (>C) Commercial or Institutional ( ) Non- domestic Wastes ( )( ) Other - Describe r, V Dom.< BUILDING OR SERVICE TYPE: C,A,)„e 4 -i.Y'e -VR Number of bedrooms Number of persons ( ) Garbage grinder ( ) Automatic washer ( ) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: ( X) well ( ) spring ( ) stream or creek Give depth of all wells within 180 feet of system: " If supplied by community water, give name or supplier: GROUND CONDITIONS: Depth to bedrock: Depth to first Ground Water Table: _ Percent ground slope: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: /-.5 v nl4c Was an effort made to connect to community system? o _ TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: ( )() Septic Tank ( ) Aeration Plant ( ) Vault ( ) Vault Privy ( ) Composting Toilet ( ) Recycling, potable use ( ) Pit Privy ( ) 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 ( ) Wastewater Pond ( ) Other - Describe: WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? 71 /0 4I r' fr f f (.r M ). � r . ,, � c � , c d � j ek (- )' e' I" bow i f 3 / ! e 0,111.= ebs po //0 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. Name, address and telephone of RPE who made soil absorption tests: Name, address and telephone of RPE responsible for design of the system: u _ 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 permfti•s'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 per- jury as provided by law. Date Signed PLEASE DRAW AND ACCURATE MAP TO YOUR PROPERTY n , GARFIELD COUNTY REGULATORY OFFICES AND PERSONNEL March 20, 1992 Jeff Simondson Sclunueser Gordon Meyer 1001 Grand Avenue Glenwood Springs, CO 81601 RE: Percolation Rates for Burning Mountain RV Park Dear Jeff: The following are the results of the percolation tests at the Burning Mountain RV Park sites on 3/13/92 and 3/17/92. At the location near the convenience store the profile hole excavation encountered a sand/gravel at ±5' depth to the bottom (10' -11') of the excavation. This material had a percolation rate of 3 -4 minutes per inch. The soil above the sand /gravel has an average percolation rate of approximately 35 minutes per inch. At the easternmost location, the sand/gravel was encountered at 1 1'-12' depth in the profile hole. Percolation rates were averaged in three (3) percolation holes at 3' -4' depth -with the rate being approximately 16 minutes per inch. These percolation holes were then deepened to ±6' and the average percolation rate at this depth was approximately 52 minutes per inch. If you need any further information, let me know. Sincerely, Ji McMurrey, Chief uilding Official JM /rlb 109 8TH STREET, SUITE 303 • 945. 8212/625- 5571/285 -7972 • GLENWOOD SPRINGS, COLORADO 81601 • STATE OF COLORADO COLORADO DEPARTMENT OF HEALTH r - � - in' , Dedicated to protecting and impprorovingg the health and 1 r. ✓ � r environment of the people of C olwado 7 [� L ' ? ,. ` ., 4300 Cherry Creek Dr. S. Laboratory Building ` Denver, C 80222-1530 4210 E.1lth Aven ! Y:. 7 199 Phone ( 303) 692 -2000 Denver, Colorado 80220-3716 (303) 691 -4700 - Roy Romer GAREIE'LD COUNT'? nor Gover May 10, 1993 Qu Patricia A. Nolan. MD, MPH / �� Executive Director // Mr. Dow Rippy 1// Rippy RV Associates 43923 U.S. Highway 6 & 24 Glenwood Springs, CO 81601 Dear Mr. Rippy: The Water Quality Control Division is In the process of reviewing your site application for construction of a wastewater treatment system to serve Burning Mountain RV Park. In the course of this review the Division has Identified a number of Issues which must be resolved before favorable consideration can be given to your proposal. These issues are described below. You have failed to sign the application and certification at the bottom of page three. The application form is therefore being returned to you. The application Is for two phases of construction. The timing of the second phase Is at some unknown point In the future as demand warrants'. The Division may consider applications for facilities which will be under construction within one year of approval. Unless you are committed to constructing both phases of the wastewater system at this point in time, It Is suggested that Phase 11 be withdrawn from this application. A separate site application will be required for each construction phase. The facility is identified as being non - discharging. This is no longer the case. Effective July 1, 1993, facilities discharging to groundwater will be required to obtain discharge permits if their design capacity exceeds 2,000 gallons per day. The application contains no evidence of control of the site. The Division must have a copy of appropriate documentation (le. deed, easement, lease, etc.) demonstrating legal authority to use the site for this purpose. The description of the selected alternative does not identify the number and location of percolation tests performed. It also falls to address the required eight foot soil profile and the depth to seasonal high groundwater level. The financial system fails to address or demonstrate the existence of adequate financial capabilities for the construction, operation, and maintenance of the system. The Implementation plan fails to address the estimated start-up date for the system. The distance separating the Phase I absorption bed from the Colorado River (258 feet) and the Phase 11 absorption bed from the well (220 feet) as shown on the I.S.D.S. Site Plan dated 1/11/93 do not meet minimum criteria established by the Colorado Board of Health. Setback distances are based upon the design capacity (maximum flow) of the system. Phase 1, with an y_ C4 / 1. 3n Y t Ali, _ w � � Pe r c _ p L U C0 A i 0 c_ 0,, I �.�1 .nn 1^ " '� 5 u . ( �j Y y. 'tVO I0( 4_ t „v S, '' SGT i s ti n Al i Operator ia J '" ,'' -300W I = To ((�� Dete5 -9 a Time — 1 • 3 S W ILLEYUU WERE OUT of 2 / — Phnne ____ Area Code Nu ber Extension TELEPHONED CALLEDTOSEEYOU . WILL CALL AGAIN ■ WANTS TO SEE YOU ■ URGENT . �. RETURNED YOUR CALL . essage mama a . At • • 1 .1 \ 4 IS A r_.1 • J Operator � r%B RC-300W Mr. Dow Rippy May 10, 1993 Page 2 average daily flow of 3,600 gallons and a maximum flow (design capacity) of 5,400 gad, requires a separation of 402 feet from surface waters. Phase 1I, with an average daily flow of 2,500 gallons and a maximum flow (design capacity) of 3,750 gpd, requires a separation of 320 feet from any well. No variances from these minimums may be granted. Upon resolution of these Issues the Division can complete its review of you application. If you have any questions regarding this matter, please contact me at (303) 692 -3574 at your convenience. Sincer y Thomas Bennett Sr. Planner WATER QUALITY CONTROL DIVISION TLB:jb /Site APP3- 100,101 cc: Schmueser Gordon Meyer, Inc. - ATTN: Dan Colley Garfield County Health - ATTN: Jim McMurray Dwain Watson, District Technician, WQCD - Grand Junction • _ . LI " k _ . -- 1 i 4 e / ..... \rzr,.,.... 1 . A r I "...... - 1 -. Z--, ' t - I tS I C — t I _ ir _ 1 , ..._ * -,.. \ N [ K , , •• -3- . , N , e - N. kat s as. (-- . , I-..„.. k-PJ 0 i --- I I Ch ... ---- .---- - C‘c . v.) ... t _ -4 ---r-- . _._ ' 1 3 N-- _ .\-. a. 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