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HomeMy WebLinkAboutDiamond Star Lot 22 - 193936101004INDIVIDUAL 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. 2001-00 BP NO. 13114 OWNER: JOHN BOURASSA PHONE: 970-328-7757 MAILING ADDRESS: 20616 HIGHWAY 6, EAGLE, CO 81631 APPLICANT: DON MEANS, FIVE PINE CONSTRUCTION PHONE: 970-376-3712 SYSTEM LOCATION: 3850 WARREN GULCH ROAD, EAGLE, CO TAX PARCEL NO. 1939-336-01-003 LICENSED INSTALLER: BIGHORN EXCAVATING, RON GROUT LICENSE NO. 1-00 PHONE: 970-328-6209 DESIGN ENGINEER: HEPWORTH-PAWLACK, GEOTECHNICAL, SOILS REPORT ONLY PHONE NO. 970-945-7988 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 5 BEDROOM RESIDENCE 1500 GALLON SEPTIC TANK, 2500 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 81 INFILTRATOR UNITS AS REQUESTED. SPECIAL REQUIREMENTS: INSTALL IN SERIAL DISTRIBUTION IN TRENCHES, WITH A CLEANOUT BETWEEN THE TANK AND THE HOUSE, AND IN- SPECTION PORTALS IN EACH TRENCH. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS, AND INSTALL THE TRENCHES ALONG THE CONTOURS OF THE SLOPE. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS, AND DO NOT INSTALL IN WET WEATHER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. 1 B, ENVIRONMENTAL HEALTH APPROVAL: 7�7 GPAy-A1-�X DATE: JUNE 28, 2000 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 ABSORPTION OR DISPERSAL AREA: 2511 SQUARE FEET (VIA 81 INFILTRATOR UNITS ) INSTALLED CONCRETE SEPTTC TANK: _LSOO GALLONS IS LOCATED 31 n DEGREES AND 53 FEET INCHES FROM THE CLEANOUT ON THE SOUTHEAST SIDE OF THE HOUSE. COMMENTS: THE FINAL INSPECTION WAS DONE BY WILLIAM CARLSON OF EAGL'E1..00UNTY'ENVIR0NMENTAL HEALTH ON JUNE 11 2001 THIS SYSTEM IS LARGE ENOUGH FOR A 5 BEDROOM RESIDENCE ANY ITEM NOT MEETING REQUIREMENTS WIF2, B CT E APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: JUNE 12, 2001 ' Incomplete Applications Will NOT Be Accepted ,(Site Plan MUST be attached) ISDS Permit # Building Permit # 1311 y 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" ************************************************************************** PROPERTY OWNER: MAILING ADDRESS: o9,QG 1 % 14t,.W Co PHONE: 3a8-7?5-7 APPLICANT/CONTACT PERSON: ' ) ©r.-4 PHONE: 3-7(6'3`712- LICENSED SYSTEMS CONTRACTOR: PHONE: COMPANY/DBA: 11 G 7xd5L / —OCU ADDRESS: *************************************************************************** PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIV)IDDiUAL SEWAGE DISPOSAL SYSTEM: Legal Description: ",� ou DAA:� Tax Parcel Number. 1�93°) 3*3 O/003 Lot Size: C)O ke-V2 j Physical Address: W 1-,ef LQ S BUILDING TYPE: (Check applicable category) (Residential/Single Family Number of Bedrooms ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable category) (�( Well ( ) Spring ( ) Surface ( ) Public Na of Supplier: APPLICANT SIGNATURE:e Date: ************************************************7*************************** AMOUNT PAID: v��JCJ r- RECEIPT # : U �/ DATE: CHECK #: ,)- 1 CASHIER: jm 4 Community Development Department (970)328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com DATE: June 28, 2000 EAGLE COUNTY, COLORADO TO: Bighorn Excavating FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Issuance of Individual Sewage Disposal System Permit #2001-00, Tax Parcel #1939-336-01-003. Property Location: 3850 Warren Gulch Rd., Eagle, CO., Bourassa residence. Enclosed is your ISDS Permit #2001-00. 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. 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 # 2001-00; ISDS Final Inspection Completeness Form Community Development Department (970)328-8730 FAX (970) 328-7185 TDD (970) 328-9797 Email: eccmdeva@vail.net http: //www.eagle-county.com June 12, 2001 John Bourassa 20616 Highway 6 Eagle, CO 81631 EAGLE COUNTY, COLORADO Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #2001-00, Tax Parcel #1939-336-01-003. Property location: 3850 Warren Gulch Road, Eagle, CO. Dear Mr. Bourassa: 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, J11L4" (' Janet Kohl Environmental Health Department Eagle County Community Development ENCL: Informational Brochure Final ISDS Permit cc: files J UIY-CC-CCJ✓JtJ lo•c7 rt-r utuit�n f . 02,105 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 phone: 970-945.7988 Fax:970-94S-8454 hpgeo@hpgeotech.com June 20, 2000 Five Pines Construction Attn: Dori Means P.O. Box 147 Yampa, Colorado $0403 :fob No. 199 969 Subject: Percolation Testing, Lot 22, Diamond S Ranch, Eagle County, Colorado Dear Mr. Means: As requested, Hepworth - Pawlak Geotechnical Inc., performed percolation testing at the subject site. The work was done as a supplement to our Professional Services Agreement with you, dated December 28,1999. A profile pit and four percolation test holes (P-1 through P-4) were initially excavated with a backhoe in the proposed septic disposal area as shown on Fig. L The soils encountered below the topsoil were similar to those found in the building area and consisted of very stiff` sandy clay. The percolation tests were performed in the clay below the. topsoil at a dept of 3 to 4 feet below natural ground surface. The test.results, presetted'in Table I, generally indicate unacceptably slow percolation rates. We again conducted percolation testing at essentially the same proposed septic disposal area after it had been slightly elevated by filling. A profile pit dug with a backhoe exposed about 2iz feet of sandy clay fill and I Y2 feet of topsoil overlying blocky sandy clay to the pit depth of 9 feet. No free water was encountered and the soils were slightly moist. Three additional percolation test holes (P-5 through P-7) were dug to depths between about 3 to 4 feet and based in the topsoil. The test results, presented in Table 1, indicate percolation rates between 30 and 60 minutes per inch. If you have any questions or require further assistance, please call our office. Sincersly;' HEPWORTH-PAW*LAK GEOTEC%MCAL, INC. Steven L. Pawlak, P.E. SLPiksxn . attachments �74 �_ .- 0, 5 112 S s 117 p,S V(( 73rn r1rrU( � ,-6•qI 1I�- = Zsn'fIz 0. `l) Sf ;lI b Il"w Fa s J UN-do-eee0 1 b : sb H- ' latU I tC H P.03/05 12 71320 l / 7830 /I LOT 22 7870 \a BORING 2 , `` 7860 \ \ \ PROPOSED � "' ~- � 7850 \ BORING 1 \ RESIDENCE RING 3 -...,. _ 7840 7830 P 7 Sa PROFILE ti mP �2 20• 24'© vi } 4 A P5 000 J !f � j1 3 (- \ P 9 U� PROFIL 2 PI 10. leLEGEND: �lop • EXPLORATORY BORING' ■ PROFILE PIT QPERCOLATION HOLE APPROXIMATE SCALE 1" 199 969 NEPWORiH - PAWLAK LOCATION OF EXPLORATORY BORINCS Fig. 1 GEOTECHNICAL, INC. AND PERCOLATION TEST HOLES uv—��—�aaa 1b sa H—H ULUILUH HEPWORTH-PAWLAK GEOTECHNICAL, INC. P.04/05 TABLE I PERCOLATION TEST RESULTS JOB NO. 199 969 Page 1 of 2 HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) CROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MIN.;INCH) P-1 36 30 13 '/v 8 '/1 5 i I 18 8 '/s 6 2 Yz 6 4 2 4 2 '/a 1 % P-2 42 30 13 13 0 240 13 13 0 13 13 0 13 12 -1/4 /4 P-3 43 30 11 % 11 '/a '/4 240 11 'Ya 11 '�: 0 11 '/Z 11 '/4 '/a 11 1/4 11 '/4 0 P-4 48 30 11 % 11 s/a 0 240 11 3/4 11 9ia 0 11 3/4 11 YY %4 11 % 1 11 !12 0 Noce: Percolation holes were hand dug in bottom of backhoe pits and soaked on May 13, 2000. Percolation tests were performed on May 19, 2000. Percolation rates are based on the last 2 readings of each test. lb 5l H-P uEOTECH HEPWORTH-PAWLAK GEOTLCHNICAL, INC. P.05/05 TABLE I PERCOLATION TEST RESULTS JOB NO. 199 969 Page 2 of 2 HOLE NO. HOLE DEPTH (INCHES) LENGTH or INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE IMIN.iINCH) P-5 47 15 7 %s 6 3/4 % I 60 6 % 6 '/x 6 A. 6 5 % '/4 5 % 5 'A '/a 5 '/4 5 1/4 5 4 3/4 114 4 3/4 4 '/: '/4 P-6 49 15 9 8 y/. '/4 6C 8 s/4 8 '/z '/4 8 %z 8 %4. '/4 8 '/4 8 4A 8 7 74 A 7 % 7 '/x �4 7% 7b4 %4 7 % 7 i4 P-7 33 15 7 6 A 3/4 30 6 5 "h 4 % 3/4 4 % 4 'A 4 '/4 3 % 3 % 3 '/4 9/2 3 i/4 2 3/4 '/2 2 3/4 2 `/4 '/x Note: Percolation holes were hand dug in bottom of backhoe pits and soaked on June 14, 2000. Percolation tests were performed on rune 15, 2000. Percolation rates are based on the last 2 readings of each test. TOTAL P.05 Jun—ee-eUUU 1 r: ,51 H—r Utu i LUH P.01/31 Hepwortb,Pawlsk Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 974-945-7988 Fax:970-945-8454 fop geo @ hpgeotech. som June 20, 2000 Five Pines Construction Attn: Doti Means P.O. Box 147 Yampa, Colorado 80403 Job No.199 969 Subject: Percolation Testing, Lot 22, Diamond S Rarzck Eagle County, Colorado Dear Mr. Means: As requested, Hepworth - Pawlak Geotechnical Inc., performed percolation testing at the subject site. The work was done as a supplement to our Professional Services Agreement with you, dated December 28,1999. A profile pit and four percolation test holes (P-1 through P-4) were initially excavated with a backhoe in the proposed septic disposal area as shown on Fig. 1: The soils encountered below the topsoil were similar to those found in the building area and consisted of very stiff sandy clay. The percolation tests were performed in the clay below the topsoil at a depth of 3 to 4 feet below natural ground surface. The test results, presented'in Table I, generally indicate unacceptably slow percolation rates. We again conducted percolation testing at essentially the same proposed septic disposal area after it had been slightly elevated by filling. A profile pit dug with a bacl lhoe exposed about 2'/2 feet of sandy clay fill and 1 Vz feet of topsoil overlying blocky sandy clay to the pit depth of 8 feet, No free water was encountered and the soils were slightly moist. Three additional percolation test holes (P-5 through P-7) were dug to depths between about 3 to 4 feet and based in the topsoil. The test results, presented in Table I, indicate percolation rates between 30 and 60 minutes per inch. If you have any questions or require further assistance, please call our office. Sincerely; HEPWORTH-PA Stever, SLP/ksm . attachments 1a222 .y INC. TOTPL P.©1 ISDS Permit # rZov%` `o C;l Date Co. �� ���ISDS Final Inspection a 2 Completeness Form Tank is gal. Tank Material o -Tank. is located f t . and/® degrees from (permanent landmark) Tank is located ft. and degrees from (permanent landmark) ^(Q_S Tank set level. L/"m Tank lids within 8" of finished grade. Size of field 2 ' units lineal ft. Technology T- 0 1 r ; Aft, - ��— '71?> Cleanout is installed in between tank and house(+ 1/100ft). There is a "T" that goes down 14 inches in the inlet and outlet of the tank: '� "ice S Inlet and outlet is sealed with tar, ­,tape, rubber gasket etc. T )c has two.- co artments, with the,_-urger.=.cQtppartment closest to the r house. 2 M+ea ure: distance, and relative direct;®n�- -to :field; R Depth of field. ft. E ^le Soil interface raked. —�eS Inspection portals at the.end of each trench.. �5 Proper distance to setbacks. P Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates prpperly installed, rocks removed from trenches, etc.) n Type, of pipe used for building sewer line��/ leach field S`�"�V_ Other `79-5 Inspection meets requirements. Copy form to installer's file if recommendations for improvement were suggested. ACTION TAKEN: Setbacks Well Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 10 Tank 50 10 5 10 50 10 * 10 EAGLE­c^ORITY-EW. HEALTH P.O. BOX 179 EAGLE, CO 81631 JOB ? 0� r ) o SHEET NO. OF CALCULATED BY 42 •0 ^ �` � s DATE CHECKED BY DATE 2001-00 Tax JOB NAME, Lot #22, Diamond S `�"� _/' � 3q 361 O) O Dq 3S,59- Eagle - *1 9B NO. � l�� << T �y Yi{ / LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED 2 66 'n'LY e{ A4 Sh- Gi/ ✓r- SO , o at {,f'd f �� llr� rr. (IAA. J�� G�ddo �; t�f�l/ f�LvN� uv. /W() I I�Allx'-111-'(�-� JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE SA MIS( T jw r.., = jw u ar, '.( y is JOB FOLDER Product 278 JOB FOLDER r� aOf 512 (c'0 1 g c3 /C 2` i U r^ �� S r j �� -Z", G`a c