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Home My WebLink About345 Milburn Ct - 239122307001INDIVIDUAL 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. 1850-99 BP NO. 12464 OWNER: SHANE STEVENSON PHONE: 970-963-3800 MAILING ADDRESS: P.O. BOX 8096, ASPEN, CO 81612 APPLICANT: SYBRINA STEVENSON PHONE: 970-963-3800 SYSTEM LOCATION: 345 MILBURN COURT, CARBONDALE, CO TAX PARCEL NO. 2391-223-07-001 LICENSED INSTALLER: M & M CONSTRUCTION. RICK MCCLELLAN LICENSE NO. 15-99 PHONE: 970-945-7173 DESIGN ENGINEER: HIGH COUNTRY ENGINEERING, TIM BECK PHONE NO. 970-945-8676 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1250 GALLON SEPTIC TANK 935 SQUARE FEET OF ABSORPTION ARE VIA 33 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 3/19/99. INSTALL IN TRENCHES IN SERIAL DISTRIBUTION WITH A CLEANOUT BETWEEN THE TANK AND THE HOUSE AND INSPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PRE- VENT SMEARING OF SOILS. MAINTAIN ALL SET BACKS AND DO NOT INSTALL IN WET WEATHER. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. BUILDING CERTIFICATE OF OCC ANCY WILL NOT BE ISSUED UNTIL SEPTIC SYSTEM HAS RECEIVED FINAL APPROVAL. ENVIRONMENTAL HEALTH APPROVAL: DATE: APRIL 13, 1999 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 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 ABSORPTION OR DISPERSAL AREA: 935 SQUARE FEET (VIA 33 EQ 36 INFILTRATOR UNITS) INSTALLED CONCRETE TANK: 125 GALLONS IS LOCATED _ DEGREES AND _ FEET FROM SEE ENGINEER SITE PLAN FOR SYSTEM COMPONENT LOCATIONS. COMMENTS: SEPTIC TANK IS LARGE ENOUGH FOR 4 BEDROOMS, BUT THE LEACH FIELD IS ONLY SIZED FOR 3_BEDROOMS. IF ADDITIONAL BEDROOMS ARE ADDED IN THE FUTURE, THE LEACH FIELD WILL HAVE TO BE EXPANDED. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. % J ENVIRONMENTAL HEALTH APPROVAL •�✓IJI�� / DATE: AUGUST 13, 1999 (Site Plan MUST be attached) ISDS Permit # c 91Z - L I APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) * PERMIT APPLICATION FE �$15�0.00� PERCOLATION TEST FEE $200.00 * * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ************************************************************************** PROPERTY OWNER : 9�r `'7°r _ PHONE: ( ) MAILING ADDRESS: (J7`� `'�! `�/r ( drIX�iJJ +? % /)/ ,� _ APPLICANT/CONTACT MAILING ADDRESS: LICENSED ISDS COMPANY/DBA: ************************** PERMIT APPLICATION IS FOR: (,ef- New Installation ( ) Alteration ( ) Repair *************************************************************************** LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit # (if known) Legal Description: Subdivision: H-t5AV !!, �,�jV'11 Filin Block: Lot No. a Tax Parcel Number: Lot Size: - y Street Address: 4 1-5 1) f/l ��l `l' BUILDING TYPE: (Check applicable category) Residential/Single Family Number of Bedrooms 3 ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type TYPE OF WATER SUPPLY: 1 �(1'11 1 t- .Ik Well ( ) ( ) Public Name *These systems. require (Check applicable category) Spring ( ) Surface of Supplier: r biy�a �Registered Professional Engineer j SIGNATURE _� d k `+'1'- Y 1.�`- r�C�4�' L Date: ************************************************************************** TO BE COMPLETED BY THE COUNTY f AMOUNT PAID: I�0 RECEIPT #: �y DATE: 3/ ?Z 7l - 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 Date: April 9, 1999 TO: M & M Excavating 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 No. 1850-99. Tax Parcel # 2391-223-07-001. Property Location: 345 Milburn Court, Carbondale, CO., Stevenson residence. Enclosed is your ISDS Permit No. 1850-99. 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. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Your TCO will not be issued until our office receives this certification. 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 High Country Engineering, Tim Beck 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 August 13, 1999 Shane Stevenson P.O. Box 8096 Aspen, CO 81612 Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #1850-99, Tax Parcel #2391-223-07-001. Property location: 345 Milburn Court, Carbondale, CO. Dear Mr. Stevenson: 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 Environmental Health Department Eagle County Community Development ENCL:Informational Brochure Final ISDS Permit cc: files + ,r HEPWORTH-PAWLAK GEOTECHNICAL, INC. 5020 Road 154 Glenwood Springs, CO 81601 February 23, 1999 Fax 970 945-8454 Phone 970 945-7988 Sybrina Stevenson P.O. Box 8096 Aspen, Colorado 81612 Job No. 199 148 Subject: Percolation Testing for Proposed Residence, Lot 15, Filing 3, Aspen Mountain View, Eagle County, Colorado. Dear Ms. Stevenson: Aa requested, Hepworth-Pawlak Geotechnical, Inc. performed percolation testing for septic disposal design at the subject site. The testing was conducted in accordance with our agreement for geotechnical services to you dated February 1, 1999. The tests were conducted to determine the feasibility of an infiltration septic disposal system at the site. The data obtained and our recommendations based on the subsurface conditions encountered are presented in this report. Proposed Construction: At the time of our study, design plans for the residence had not been developed, but it is assumed that the septic disposal system will be located near the southeast portion of the lot as shown on Fig. 1. Subsurface Conditions: The subsurface conditions at the site were observed on February 3, 1999. One eight foot deep profile pit was dug by the client on February 2, 1999 at the location shown on Fig. 1. The subsoils encountered, below about one foot of topsoil, consist of low plasticity silty sandy clay with basalt gravel to a depth of 21/2 Sfeet, overlying dense basalt cobbles and b liUe s in a silts s clay matrix to the maximum depth explored, about 8 feet. No free water was encountered in the profile pit at the time of excavation and the subsoils were slightly moist to moist. Three percolation test holes (nominal 12 inch diameter by 12 inches deep) were hand - dug by the client in the bottom of shallow backhoe pits on February 10, 1999. The test holes were soaked overnight with water and protected from freezing by covering with straw bales. The locations of the percolation test pits are shown on Fig. 1. The soils exposed in the percolation test pits are similar to those in the profile pit. Percolation Testing: Percolation tests were conducted in holes P-1 and P-3 by a representative of Hepworth-Pawlak Geotechnical, Inc. on February 11, 1999. Test hole P-2 was disturbed (pit caved in) prior to testing, and was not cleaned out and resoaked until February 22, 1999. We conducted percolation testing on Test hole #2 on February 23, 1999. The percolation test results, presented in Table I, range from 26 to 90 minutes per inch, with an average percolation rate of 48 minutes ner inch. The variable percolation rates were likely caused by the high rockcontentof the soil. Based on the subsurface conditions encountered and the percolation test results, the tested area appears suitable for a conventional infiltration septic disposal system. We recommend that the system be oversized due to the variable percolation rates. Eagle County may require that a civil engineer be consulted to design the septic disposal system. Sybrina Stevenson February 23, 1999 Page 2 Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either expressed or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the profile pit excavated at the location indicated on Fig. 1 and our experience in the area. Our findings include extrapolation of the subsurface conditions identified at the exploratory pit and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. If you have any questions or require further assistance, please call our office. Sincerely, HEPWORTH-PAWLAK GEOTECHNICAL, INC. Mark Mackie, E.I. Rev. by: MM/ksm attachments �t- HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE I PERCOLATION TEST RESULTS JOB NO. 199 148 HOLE NO. P-1 HOLE DEPTH (INCHES) 44 1 /2 LENGTH OF INTERVAL (MIN) 15 WATER DEPTH AT START OF INTERVAL (INCHES) 6 WATER DEPTH AT END OF INTERVAL (INCHES) 4 1 /2 DROP IN WATER LEVEL (INCHES) 1 1/2 AVERAGE PERCOLATION RATE (MIN./INCH) 26 4 1/2 3 3/4 3/4 3 3/4 3 3/4 3 2 1/2 1/2 6 5 1/2 1/2 5 1/2 4 3/4 3/4 4 3/4 4 1/4 1/2 4 1/4 3 3/4 1/2 P-2 51 15 8 7 1 28 7 6 1/2 1/2 6 112 6 1/2 6 5 3/8 5/8 5 3/8 4 7/8 1/2 4 7/8 4 1/4 5/8 4 1/4 3 3/4 1/2 P-3 46 15 6 5 1 90 5 4 1/2 1/2 4 1/2 4 1/2 4 3 3/4 1/4 3 3/4 3 1/2 1/4 3 1/2 3 114 1/4 3 1/4 3 1/4 0 3 1 /4 3 1/4 Note: Percolation for frost test pits were hand dug in the bottom of shallow backhoe pits Drotection- Test nits wprp rh1n anti nrro_cnabnrl I— +tie ,.r.,,..+ ,.., and covered with straw bales ., ^^- ---a --•-- -.- •j' cna vn 1 -1 ual y 1 v, 1999. Percolation testing was performed on February 11 and February 23, 1999. The average percolation rate was based on the last three readings of each test. MELBOURNE COURT TRACT C APPROXIMATE SCALE 1"=60' LOT 16 P 1 � Is.. LOT 15 \ \ i \ 0 P 2\ \ \ (0 �ROFILE ' —'PIT � 1 � t a L-----------------,-------------1 I199 148 I HE WOR HNICAL, NINC I LOCATION OF PERCOLATION TEST HOLES I Fig. 1 I �af A Arc.A- — 3�'Z 131 I ✓ LoGai.�naJ =10 m S`i i u � 5 1850-99 Tax# 2391-223-07-001 Lot #15, Filing 3, STEVENSON JOB- NAME _ Aspen Mountain View 345 Milburn Court JOB NO, b BILL TO DATE S ARTEED 1 DATE -COMPLETED DATE BILLED �bs�� G -2�r. i v��" l-��o��: ��• a5 fuel 1 a�- --o rt-Aj �r+�.rtix" � �� 5oi 1� � �o ��- ��'-; 11 u�i fh Gt� �01�'S �a,►�G�-er f%,,� � �� vr�t�; i� yZt� r�n she- m vur� utL, X . Mal V JLi Y1 . Get 1 � couru+ -bD VdONO N h- of- -rv\Q� I f6tal 6-ti bn ov - W i L VI Se6��j D�,L -��IDU t JOB COST SUMMARY `if�✓l�iVl�s� UV i� 0��w�P� - t v �� TOTAL SELLING PRICE V 0� & Wl H 1, lV15pecttDm po, 2Aj eiax-*i TOTAL MATERIAL TOTAL LABOR INSURANCE d SALES TAX B' MISC. 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