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Home My WebLink AboutEngineer's Design Plan August 13, 2024 Ted White Garfield County Public Health 2014 Blake Ave. Glenwood Springs, CO 81601 970-945-6614 RE: Onsite Wastewater Treatment System Tank Replacement for Jackson Project located at 5649 County Road 117., Glenwood Springs, CO 81601 On August 3, 2024, K-Cronk Engineering, Inc. had a meeting with the owner of the property mentioned above to discuss the existing Onsite Wastewater Treatment System (OWTS) servicing the existing four-bedroom residence. According to the records obtained from Garfield County (enclosed), the system was designed to accommodate a four-bedroom residential loading, and it was installed in October 1996. The OWTS consists of a 1,500-gallon, two-compartment septic tank, followed by a soil treatment area consisting of five (5) rows of seven (7) Biodiffuser chambers. The owner advised K-Cronk Engineering, Inc. that the existing tank shows signs of damage and requires replacement. The existing tank must be pumped to remove as much waste as possible, and either removed completely or abandoned in place. If the tank is to be abandoned, the bottom, top, and sides must be crushed in to ensure the tank neither floats nor fills with water, and the remaining void must be filled with gravel, sand, or compacted soil. A 1,250 gallon (min.), two compartment septic tank is required to provide a minimum of 48 hours retention time for sewage generated from the four-bedroom residence. At the owner’s request, the existing tank will be replaced with a 1,500 gallon septic tank. A non-corrodible Orenco filter (model # FTW0436-28) shall be installed at the final outlet tee of the septic tank to limit the size of solids and sludge passing into the soil treatment area. The filter must be accessible for cleaning and replacement from the ground surface. The tank layout plan is shown in the enclosed graphic. Installer may adjust the location and/or orientation as needed to accommodate existing site conditions and offsets. The elevations of the existing septic tank and effluent lines are currently unknown. Should existing conditions limit the feasibility of replacing the tank while still maintaining gravity flow to the existing soil treatment area, a pressurized system may be required. It is the owner’s/installer’s responsibility to inform this office of any issues once the elevations have been determined. LIMITS: This letter is a site-specific design for installation of a replacement tank and is applicable only for the client for whom our work was performed. The recommendations and design guidelines outlined in this letter are based on: 1) the site development and plot plan as furnished to K-Cronk Engineering, Inc. by the client, and 2) the site conditions disclosed at the specific time of the site investigation of reference. K-Cronk Engineering, Inc. assumes no liability for the accuracy or completeness of information furnished by the client. Site conditions are subject to external environmental effects and may change over time. Use of this plan under different site conditions is inappropriate. If it becomes apparent that current site conditions vary from those anticipated, the design engineer and Garfield County should be contacted to develop any required design modifications. K-Cronk Engineering, Inc. is not responsible and accepts no liability for any variation in assumed design parameters. The construction of all OWTS components must be done according to the currently adopted OWTS regulations for Garfield County K-Cronk Engineering, Inc. represents this letter has been prepared within the limits prescribed by the owner and in accordance with the current accepted practice of professional engineering in the area. No warranty or representation, either expressed or implied, is included or intended in this report or in any of our contracts. Seal Kachayla R. Cronk, P.E. P.O, Box 140 Mack, CO 81525 970-250-0572 Enc: Tank Replacement Plan Garfield County Individual Sewage Disposal Permit No. 2676 q : . 17 7 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 2676 109 8th Street Suite 303 Assessor's Parcel No. Glenwood Springs, Colorado 81801 Phone (303) 945 -8212 This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. 1 PROPERTY Steve Cloyd 5649 CR 117, Glenwood 945 -2792 Owner's Name.Present Address Phone— 5649 County Road 317, Glenwood Springs System Location Legal Description of Assessor's Parcel No. SYSTEM DESIGN O Pane. L`^cw *?cO7 24/0 rpmJul67, 0 Septic Tank Capacity (gallon) W /TN o f,&51&1 Other 6 Percolation Rate (minutes /inch) Number of Bedrooms (or other)4 vv /er 1/C) 7r,12/0 44 Kock, Lenc# QeD Required Absorption Area - See Attached 0- 39 i v,c.arn.rroes o2 &e' Ac -ca = 7AS0 Special Setback Requirements: Date 7/7 Inspector \1 /*k't FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation D system Installer 0. —` C I itSepticTankCapacity1700p -14/,-cc cam} ) L - 1 jj -z y, l Septic Tank Manufacturer or Trade Name 6 - Septic Tank Access within 8" of surface / r r Absorption Area OMJ 01 7 ter el J1 r Absorption Area Type and /or Manutacturer or Trade Name Adequate compliance with County and State regulations /requirements i d Other Date i. '-Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE CONDITIONS: 1. All installation must comply with 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. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning off ice shall automatically be a violation or 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 materialvariationfromthetermsorspecificationscontainedintheapplicationofpermitcommitsaClass1, Petty Offense ($500.00 fine — 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT x T INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER C/ /C VC G /es ADDRESS S A' 1 9 cote, y 1&t / /7 PHONE PC 02 77 - 2 -- CONTRACTOR ADDRESS J/9779c PHONE 5,7r1C PERMIT REQUEST FOR 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: Near what City of Town q//.vcrnpn.-3 Z/ Ce2 Size of Lot ± 6 ,4 -c-zet Legal Description or Address 4 9 01)u4)c/ Q 4 J WASTES TYPE:1 ELLING TRANSIENT USE COMMERCIAL OR INDUSTRIAL NON - DOMESTIC WASTES OTHER - DESCRIBE BUILDING OR SERVICE TYPE: R es erriVe r Number of Bedrooms J`Number of Persons Garbage Grinder Automatic Washer ishwasher SOURCE AND TYPE OF WATER SUPPLY: WELL SPRING STREAM OR CREEK If supplied by Community Water, give name of supplier:mot/ 4- DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 0 Was an effort made to connect to the Community System? A site plan is required to be submitted that indicates the following MINIMUJM distances: Leach Field to Well:100 feet Septic Tank to Well:50 feet Leach Field to Irrigation Ditches, Stream or Water Course:50 feet Septic System to Property Lines:10 feet 1 R INDI D AL EWA E DI P I AL Y T MP A MIT WI _ L NOT BE ED WITHOUT A SITE PLAN. GROI JND CONDITIONS: Depth to first Ground Water Table Percent Ground Slope S 71) 2 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: r 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? PERCOLATION TEST RES( JI,TS. (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) 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: 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 purposed 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 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 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. Signed Date 7 q PLEASE DRAW AN ACCURATE MAY TO YOUR PROPERTY!! 3 g11 t" n0 0 0 PZI P eD fCD po R K CL n \ . CD D N. 0 F.; O 5 M 0E z 711 4. 5 i1). M cop 7 i iw4 oil 7I 6 %a k m N -mil AU(g OW O. yovse sT r p [11 27616 1 Ap a yi 7 /1 w 88his 7- rZs P/ srat 1,444 lflyeQ /A/ Tejt Time i is w 2ye7 /s = S