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HomeMy WebLinkAbout01343 I , GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT ar 2014 Blake Avenue Glenwood Springs, Colorado 81601 Phone (303) 9454241 ALTERATION Cg' EXISTING SYSTEM - NO Pfd JFLJI1wD This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT ; 1343 a buildin9 or use permit. Owner Union Oil Cerny of Balifornia System Location T.indannr Rauh Area Licensed Installer UnItown Conditional Construction approval is hereby granted for a 750 gallon 1r2C Septic Tank or Aerated treatment unit. Absorption area (or dispersal area) computed as follows: Pero rate of one inch in minutes requires a minimum of sq. ft. of absorption area per bedroom. Therefore the no. of bedrooms , sq. ft. minimum requirement = a total of sq. ft. of absorption area. May we suggest addition of a minimtnt of 750 gallon septic tanVto serve ware1iou e as per gfxl st>innitted by R.P.E. Date r Inspector - _. � 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. Proper materials and assembly. Trade name of septic tank or aerated treatment unit. Adequate absorption (or dispersal) area. _ -._— Adequate compliance with permit requirements. Adequate compliance with County. and State regulations /requirements. Other 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 au- thority granted in 66.44.4, CRS 1963, amended 663 -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 1, Petty Offense (5500.00 fine — 6 months in jail or both). Applicant: Green Copy Department: Pink Copy GARFIELD COUNTY DEPARTMENT OF DEVELOPMENT PLANNING: 945 -8212 / ENVIRONMENTAL HEALTH: 945 -2339 / BUILDING: 945 -8241 October 6, 1983 Mr. Thomas D. Kuebrich Water Quality Specialist Union Oil Company of California 2717 County Road 215, P.O. Box 76 Parachute, CO 81635 RE: Lindauer Ranch Individual Sewage Disposal System Dear Mr. Kuebrich: Thank you for your letter of October 3, 1983 and Mr. Carter Hope's revised estimate of anticipated maxinnun loading of the above referenced subject. I find the calculations acceptable and the proposed alteration within the parameters of the Garfield County Individual Sewage Disposal Systems Regulations. Attached is Individual Seage Disposal System #1343 for the alteration of the system by the addition of a 750 gallon minimum size septic tank. Please call for a final inspection, or request Mr. Hope send written verification that the atleraticn was satisfactorly completed. Thank you for your cooperation, Tan. Very truly yours, Sd/i f c Edward L. Feld Environmental Health Officer Fir /eh Attachment. p.c. Richard Bowman, Colorado Department of Health Bill Thapson, Chief Building Inspector 2014 BLAKE AVENUE GLENWOOD SPRINGS, COLORADO 81601 - • / / Union Energy Mining Division Union Oil Company of California 2717 County Road 215, P.O. Box 76 Parachute, Colorado 81635 Telephone (303) 285 -7600 union RECEIV AU6 0 1983 James S. Cloninger August 24, 1983 Manager of Administrative Services Mr. Ed Feld Environmental Health Officer Garfield County Department of Development 2014 Blake Avenue Glenwood Springs, Colorado 81601 Dear Mr. Feld: Union Oil Company proposes to add a 1500 gallon septic tank to the existing sewage treatment and disposal system at Lindauer Ranch. This tank will service the warehouse. Enclosed for your review and approval are the application and design and specifications for this addition. Revised populations and loadings handled by the sewage treatment and disposal system, including this proposed addition, are as follows: WAREHOUSE 7 workers at 15 GPD = 105 7 workers at 35 GPD = 245 SECURITY 6 workers at 15 GPD = 90 MINE 9 workers at 35 GPD = 315 1 worker at 15 GPD = 15 MAINTENANCE 21 workers at 35 GPD = 735 3 workers at 15 GPD = 45 ADMINISTRATION 20 workers at 15 GPD = 300 TOTAL FLOW = 1,850 GPD x 1 r , Mr. Ed Feld August 24, 1983 Page Two This total expected load is within the design limits of the system (5,000 GPD) and is less than the 2,000 GPD currently permitted by Garfield County. If and when Union expands the use of the system beyond 2,000 GPD, a site approval application will be submitted to the Colorado Department of Health. If you have any questions please feel free to call. Sincerely, f i ne 4,12d a Thomas D. Kuebrich Water Quality Specialist TDK:cmh cc: J. S. Cloninger T. L. Larson W. C. Hope T. L. Heckel J. R. Mitten J. Blair - CDH w INDIVIDUAL HOME SEWAGL 1REAIMENT SYSTEMS APPLICATION PAGE ILO OWNER __ Union Oil Company of California ADDRESS P.O. Box 76, Parachute _ CO 81635 PHONE _j303) 285`7600 APPLICANT Same ADDRESS PHONE CONTRACTOR Unknown ADDRESS PHONE 1S PERMIT FOR: ( ) New Installation (x) Alteration ( ) Repair 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. LOCATION OF PROPOSED FACILITY: County Garfield Near what City or Town _ Parachute _ Lot Size Legal Description Lindauer Ranch Area WASTES TYPE: ( ) Dwelling ( ) Transient Use ( x) Commercial or Institutional ( ) Non - domestic Wastes ( ) Other - Describe: BUILDING OR SERVICE TYPE: Warehouse Number of Persons 14 Number of Bedrooms N /A ( ) 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: None If supplied by community water, give name of supplier: N/A GROUND CONDITIONS: Depth to bedrock: More than 10' Depth to first Ground Water Table: More than 10' Percent ground slope: 1% to3%_ DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 15 miles Was an effort made to connect to community system? No TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: ( x) 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: PAGE THREE WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? No? SYSTEM 1S DESIGNED FOR 5000* GALLONS PER DAY If the system is to be designed by a Registered Professional Engineer (RPE), state 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: Perc Test 6.67 min/inch SOIL PERCOLATION TEST RESULTS:* ^` Minutes _6.25 Per inch in hole No. 1 Minutes 6,25 per inch in hole No. 3 Minutes 7.0 per inch in hole No. 2 Minutes __ per inch in hole No. _ Name, address, and telephone of RPE who made soil absorption tests: ,— Dean Gordon, 301 Centennial St., Glenwood Springs_ CO 945 Name, address, and telephone of RPE responsible for design of the system: — Revision designed by W. C. Hope, Union Oil Company - Parachute 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 permit is 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 issuing the permit applied for herein. I further understand 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 perjury as provided by law. Date 1Z-2-L0-13 — Signed •.l,u I I :�....t /.�. * Information from original application./ Permit 1275. I PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY PAGE FOUR PLOT PLAN AND DESIGN FEATURES: Include by measured distance location of wells, springs, potable water supply lines, cisterns, buildings, property lines, subsoil drains, lake, water course, stream, dry gulch and show location of proposed system by direction and distance from dwelling or other fixed reference object, and additional submissions in support of this application such as data, plans, specifications, statements and commitments. REFERENCE: Permit 1275 • J Union Energy Mining Division Union Oil Company of California 2717 County Road 215, P.O. Box 76 Parachute, Colorado 81635 Telephone (303) 285 -7600 union RECEIVED OCT _ 1 983 James S. Cloninger •October 3 1983 ag Maner of Administrative Services s Mr. Ed Feld Environmental Health Officer Garfield County Department of Development 2014 Blake Avenue Glenwood Springs, Colorado 81601 Dear Mr. Feld: Thank you for taking the time to meet with Carter Hope and myself last Wednesday on Union's Lindauer leach field system. As a result of our discussions, we are submitting revised effluent loading calculations to you for your review and approval. These revised calculations are enclosed in the form of a memo from Carter Hope to me. These calculations more adequately reflect the proposed loadings on the leach field system. Also per our discussions, Union Oil will perform routine maintenance (such as pumping out septic tanks) on the system every six months. I hope these changes meet with your approval. We look forward to resolving this issue shortly. Thank you for your help. If you have any questions, please call. Sincerely, Thomas D. Kuebrich Water Quality Specialist TDK:cmh cc: T. L. Larson W. C. Hope D. Bowman - CDH Enclosure • Union Oil Company of California U fl © 76 In WCH -83-28 • Parachute, Colorado September 30, 1983 TO: FROM: W. C. Hope INDIVIDUAL SEWAGE DISPOSAL PERMIT LINDAUER RANCH WAREHOUSE (WAREHOUSE 2) My memo of August 18, 1983 (WCH- 83 -18) gave anticipated maximum effluent loadings for the foreseeable future. The following table gives normal usage and incorporates the following changes: 1. Staffing for the warehouse has been reduced from 14 to 11. Staffing will be at this level until (if ever) the warehouse is staffed around the clock. Also, none of these employees will be taking showers on site so the daily effluent has been reduced to 15 GPD per employee. 2. The revised plans for the Ranch area include moving the guard- house to a location south of East Fork. It is not practical to move effluent from this location to the existing leach field -- a new leach field is the most practical alternative -- consequently the contribution from Security will be zero. 3. Mine workers -- no change though most of these workers are retorted shale handling personnel and will spend little time at Ranch facilities (35 GPD for each of these employees is very conservative). • 4. Maintenance staffing includes three toolmen who do not require showers. Their contribution has been decreased from 35 GPD to 15 GPD. 5. Retort Administration Building occupancy has been reduced from 20 to six. Occupancy by 20 people is a maximum condition that occurred during construction and would not occur again under normal circumstances. Normal occupancy for this building is six people. To date these people spend most of their time on the bench. FORM 1.00 03 (REV. B -721 PRINTED IN USA T. D. Kuebrich Individual Sewage Disposal Permit Lindauer Ranch Warehouse September 30, 1983 Page 2 REVISED ESTIMATE OF SEWAGE EFFLUENT Current Previous Estimate Estimate Source (GPD) (GPD) WAREHOUSE 11 office workers @ 15 GPCD = 165 350 SECURITY None 0 90 MINE 9 miners @ 35 GPCD 315 315 1 supervisor @ 15 GPCD 15 15 MAINTENANCE 18 mechanics @ 35 GPCD 630 630 3 toolmen @ 15 GPCD 45 105 3 supervisors @ 15 GPCD 45 45 RETORT ADMINISTRATION 6 office workers @ 15 GPCD 90 300 TOTAL ESTIMATED EFFLUENT FLOW 1,305 GPD 1,850 GPD Increasing this flow by 50%, as required by Garfield County, 0' ,1 :( ytelds a maximum estimated effluent flow of 1,960 GPD. oat V W..: arthex•;4ope ! /Ua�QSL r. • ' ,.,Col'8r4dd.P,E.. No. 20423 1.1 WCHalvg c: A. P. Acosta D. C. Lundgren J. S. Cloninger J. R. Mason T. L. Heckel B. F. McGunegle D. L. Hulse R. L. Mitten T. D. Kuebrich J. W. Pearson R. G. Lewis N. E. Poloske G. L. Loudon B. A. Romig P. Ternovacz . /000,41. 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