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Home My WebLink About480 Little Andorra Rd - 210701403009INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 2035-00 BP NO. 13370 OWNER: DON STEWART PHONE: (561) 231-2082 MAILING ADDRESS: 189 SPINNAKER DR., VERO BEACH FL 32963 APPLICANT: MIKE WHEELERSBURG PHONE: 390-2254 926-4780 SYSTEM LOCATION: 0480 LITTLE ANDORRA RD. LOT 53, FILING 3, CORDILLERA THE DIVIDE TAX PARCEL NO. 2107-014-03-009 LICENSED INSTALLER: BOB VAN DER WALKER LICENSE NO. 57-00 PHONE:_ (970 926-1462 DESIGN ENGINEER: CHURCH & ASSOC., TIM PETZ PHONE NO. (970) 948-5803 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 5 BEDROOM RESIDENCE 1500 GALLON CONCRETE TANK, 1488 SQUARE FEET OF EFFECTIVE ABSORPTION AREA CREDIT, VIA 48 INFILTRATOR CHAMBERS SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER DESIGN DATED 9/26/00. MAINTAIN ALL SETBACKS AND STAY OUT OF EASEMENTS A FLOW SPLITTER BASIN WILL BE INSTALLED ON EFFLUENT LINE AND AN EFFLUENT FILTER WILL BE ADDED TO THE SEPTIC TANK OUTLET ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. DO NOT INSTALL IN WET WEATHER. DO NOT BACKFILL ANY PART OF THE INSTALLATION UNTIL THE ENGINEER HAS INSPECTED AND APPROVED IT. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. f �_�- ENVIRONMENTAL HEALTH APPROVAL: k'�- `��cy-t t o DATE: 0 a_ Z i 2-0 0 0 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 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 STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED CONCRETE qF.PTTcrANK.j S00 GALLONS IS LOCATED DEGREES AND —28— FEET INCHES FROM THE CLEANOUT ON THE SOUTH SIDE OF THE HOUSE COMMENTS: THE ENGINEER'S FINAL CERTIFICATION AND AS —BUILT DRAWING WAS RECEIVED ON SEPTEMBER 14, 2001. THIS SYSTEM IS LARGE ENOUGH TO ACCOMMODATE A FIVE BED— ROOM RESIDENCE. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL ,(l �� ( 1 //jib C�C�� ) DATE: SEPTEMBER 18, 2001 Incomplete Applications Will NOT Be Accepted -(Site Plpa6n MUST be att c ed) [� A.Ij SEE,," ISDS Permit # a o 35- 06 Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) ************************************************************************** * FEE SCHEDULE * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * SIZING AND SITE VISIT FEE $85.00 (WHEN ENVIRONMENTAL HEALTH SIZES THE * SYSTEM USING YOUR SOILS REPORT) * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ********************nV*�***************************************************** PROPERTY OWNER: A CDC MAILING ADDRESS: i g l S PI %1.�IJAKE-k ()P. Wleli+cik �� • �� PHONE s�i�l APPLICANT/ CONTACT PERSON: �vK/1t �� 'dy PHONE: �S3 it c� CcJ/� n2s �' � 3��-y-�as P LICENSED SYSTEMS CONTRACTOR: �P11A)�J W)q)kCIQ- ff5?-oo PHONE: CIA(v"i 7� Z COMPANY/DBA: �F�6 113 S�'lC'�r:,-E, CO NSl- ADDRESS: P 0, 66K /0-7�-rl)wntyJS Co 9163a .1 ACC,J6 C. �41� ************************************************************************** PERMIT APPLICATION IS FOR: NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: -�dT S3 t%j%N9 3 C=okAdif—RA A;yif�C) r' Tax Parcel Number: Lot T Lot Size:�J G' Physical Address:y�cc?(-) X1+41F 4NUMA kd .- BUILDING TYPE: (Check applicable category) Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* Number Number Type _ of Bedrooms of Bedrooms *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: ( ) Well ( ) �Q Public Name APPLICANT SIGNATURE: (Check applicable category) Spring ( ) Surface _of Supplies: �j!?� VAI%��/4Jf4TEIC I Date . -/ )I -co AMOUNT PAID: -�� RECEIPT #: I ) �7 1 DATE: 1 S CHECK #- CASHIER. Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY, COLORADO September 18, 2001 Don Stewart 189 Spinnaker Drive Vero Beach, FL 32963 Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #2035-00, Tax Parcel #2107-014-03-009. Property location: 0480 Little Andorra Rd., Edwards, CO. Dear Mr. Stewart: This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, Janet Kohl Eagle County Environmental Health Department ENCL: Informational Brochure Final ISDS Permit cc: files Community Development Department (970)328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com DATE: October 2, 2000 EAGLE COUNTY, COLORADO TO: Vanderwalker Construction Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit #2035-00, Tax Parcel #2107-014-03-009. Property Location: 0480 Little Andorra Rd., Cordillera, Edwards, CO. Enclosed is your ISDS Permit #2035-00. It is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. If you have not been contracted to install this system please contact Eagle County Environmental Health. Also enclosed is the ISDS Final Inspection Completeness Form. The items on this form need to be completed before you call for your final inspection. Also, please note any special conditions which may have been placed on the permit. Do not back fill any part of the installation until it has been inspected. If all items are not completed, a reinspection fee of $42.50 must be paid before a reinspection is made. Due to the onset of inclement weather, all installations must be completed prior to December 1, 2000 in order for Eagle County Environmental Health to perform a final inspection. In the event that inclement weather interrupts your installation, please cover the installed components with plastic sheeting so that they are not covered with snow and are visible for the inspector. All field work will. resume, weather permitting, on March 15, 2001. Please call our office well in advance to allow for scheduling of final inspection. Your building permit TCO will not be issued until final approval has been given for the ISDS Permit. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Enclosures: ISDS permit # 2035-00; ISDS Final Inspection Completeness Form CHURCH Associates, ENGINEERS & GEOLOGISTS September 10, 2001 Design Services and Construction Attn: Rick Hermes P.O. Box 1350 Edwards, Colorado 81632 Subject: Installation Observation, Proposed Stewart Residence Lot 53, Filing 2, Cordillera Eagle County, Colorado Job No. 11033 Mr. Hermes, As requested, we observed the installation of the onsite wastewater system (OWS) for the subject site on August 31, 2001. The system was designed under our Job No. 11033, dated August 23, 1999 and revised on September 26, 2000. The system includes the installation of a 1500-gallon, two -compartment, precast concrete septic tank with an effluent filter at the outlet, and four chamber -trenches. Each trench had one row of twelve chambers for a total infiltrative area of 744 square feet. A large concrete distribution box and serial distribution was used to distribute effluent to the field. The distribution box was properly bedded in gravel. An as -built drawing is included as Figure 1.- The components of the OWS were installed in conformance with our plans and specifications. If thereare questions or if we may be of further service, please call. Sincerely, CHURCH and Associates, ��Z'� Edward O. Church, P.E. EOC/trp/erb 2 copies sent copy to Eagle County Health Department, Attn: William Carlson �- C a 1' I�LyA,,.� = I Li OAS DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 303.463.9317 Fax:303.463.9321 EVERGREEN 303.816.1455 LOVELAND 970.663.2124 CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS September 26, 2000 Design Services and Construction Attn: Rick Hermes PO Box 1350 Edwards, Colorado 81632 Subject: Revised OWS Design, Proposed Stewart Residence Lot 53, Filing 2, Cordillera Eagle County, Colorado Job No. 11033 Dear Mr. Hermes, As requested, we have investigated subsurface conditions at the site and designed a revised onsite wastewater system (OWS) for the proposed residence. Laura, with the Eagle County Health Department requested the revisions. The revisions include clarification of dispersal gravel, the addition of a flow splitter basin, the increase of the percolation rate from 30 to 40 minutes per inch (MPI). This revised design letter must be used with our original letter dated August 23, 1999. This letter includes two revised figures, Figures 1 and 2. The original Figures 1 and 2 should be removed to avoid confusion. SITE CONDITIONS The lot is located in a rural residential area in Eagle County, Colorado. The proposed drain field area has a slope of 10-16% to the southeast. There is a sparse cover of native grasses and sagebrush in the proposed field area. PROPOSED CONSTRUCTION A five -bedroom residence is proposed at the location presented on Figure 1. In accordance with the Individual Sewage Disposal System (ISDS) regulations, the sewage loading for a five -bedroom residence is at 750 Gallons Per Day (GPD) average. The sewage loading with a peaking factor of 1.5 is 1125 GPD. This loading includes washing machines and garbage grinders. The residence will be served water by a public water supply. SUBSURFACE CONDITIONS A subsurface investigation was performed by digging three percolation holes, 36 to 47 inches deep, and one profile pit at the locations indicated on Figure 1. Subsurface materials in Profile-1 consisted of 4 inches of topsoil, underlain'by sandy silt to 2 feet, underlain by sandy, gravelly clay to the maximum depth explored of 8 feet. No ground water was encountered. Percolation test results indicate percolation rates of 15 to 60 minutes per inch (MPI). The average percolation rate is 30 MPI. We are designing an OWS based on 40 MPI, as requested by Eagle County. DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 303.463.9317 Fax:303.463.9321 EVERGREEN 303.816.1455 LOVELAND 970.663.2124 Revised OWS Design Job No. 11033 Page 2 RECOMMENDATIONS The OWS should include the installation of one 1500-gallon, two -compartment septic tank with an effluent filter added to the outlet, a flow splitter basin, and four "chamber" trenches as presented on Figure 1. Each trench should have 1 row of 12 chambers for a total of 48 chambers. The OWS design is based on an average sewage load of 750 GPD and a percolation rate of 40 MPI. Serial distribution is proposed for the OWS design. The drain field cannot be installed in an easement. Movement over the drain field trench bottom during construction should be kept at a minimum to prevent compaction of the receiving soils. The bottom of each trench should be scarified with a pick, shovel, or backhoe bucket teeth prior to the placement of chambers. OPERATION AND MAINTENANCE The owner must realize an OWS is different from public sewer service, and must assume the responsibility for maintenance of the OWS. The system is relatively maintenance free, but the owner must have the septic tanks pumped. In the absence of a monitoring program, we recommend the septic tank be pumped and the effluent filter cleaned every two years. There are daily considerations, such as not putting plastic or other nonbiodegradable material into the OWS. Water use must be monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, a running toilet can consume in excess of 1000 GPD. A loading of 1000 GPD could flood and irreparably harm the OWS. The loading from the backwash of a water softener may be harmful to the OWS. A separate drywell should be constructed for the backwash waste, if a softener is installed. Chemically treated water from a swimming pool or spas should not be introduced to the OWS. LIMITATIONS An OWS design requires installation by a contractor who is experienced in its installation. Our investigation, layout, design and recommendations are based on data submitted. If subsurface conditions considerably different from those described in this report are encountered, we should be notified to evaluate the effect on the proposed OWS. If the health department makes modifications to this design, we should be contacted to evaluate the impact on the performance of the OWS. All construction is to be in accordance with the ISDS regulations. Pipe type and size, burial requirements, septic tank construction, and other specifications, which are not depicted in our report, are to conform to the requirements of the ISDS regulations. The installer of the system is to have demonstrated knowledge of the Eagle County ISDS regulations and requirements. If there are questions or if we can be of further service, please call. The project manager is Tim Petz. p0 REp�s CHURCH & Associate •.•• ••. r �- —13172 Edward O. Church, P. EOC/trp 2 copies sent copy to Eagle County Health Department, Attn: Laura u a pp �o v till ID H 1poll l <r Rim 4 45 a a / IOC* P Mli xdo w 8 N NO 0 0 0 j z lot') 1 < 0 r g� z ' < a a � J U TABLE I, Percolation Test Result Form EAGLE COUNTY, CORDILLERA FILING 2, LOT 53 Hole Hole Length of Water Depth Water Depth Drop in Water Percolation Rate No. Depth Interval at Start of at End of Level (min.) (min./in.) in. min. Interval min. Interval min. 1 36 30 5.50 8.50 3.00 30 5.50 8.75 3.25 30 6.00 9.50 3.50 30 9.50 11.25 1.75 30 7.50 9.50 2.00 30 9.50 11.50 2.00 30 7.25 9.00 1.75 30 9.00 11.00 2.00 15 2 47 30 4.50 6.25 1.75 30 6.25 8.00 1.75 30 2.50 4.00 1.50 30 4.50 5.00 0.50 30 5.50 6.00 0.50 30 6.00 6.50 0.50 30 4.25 4.75 0.50 30 4.75 5.25 0.50 60 3 45 30 3.25 6.50 3.25 30 6.50 9.00 2.50 30 5.25 7.50 2.25 30 7.50 10.00 2.50 30 5.00 7.50 2.50 30 4.50 6.00 1.50 30 6.00 8.00 2.00 30 8.00 10.00 2.00 15 PROFILE: 0 - 0.25 FEET, TOPSOIL 0.25 - 2 FEET, GRAY, DRY TO MOIST SILT WITH SANDSTONE PIECES 2 - 8 FEET, DRY TO MOIST REDDISH CLAY WITH SAND AND GRAVEL NO FREE WATER OBSERVED IN EXCAVATION PERCOLATION TESTING PERFORMED JULY 2, 1999 JOB NO. 11033 FIGURE 4 f 2035-00 Tax #2107-014-03-009 JOB NAME. Lot #53, Filing 3, STEWART 0480 Little Andorra Rd. Cordillera JOB NO. b P ` M 70 LOCATION BILL TO DAT STARTED Vv DATE COMPLETED DATE BILLED I'1 ( i / 'L �' 6 / J `F� / �.Vl/.'�-'V t % (/� � b K JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 JOB FOLDER Printed In U.S.A.