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HomeMy WebLinkAbout1714 Cedar Dr - 246705400003INDIVIDUAL 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. 2126-01 BP NO. 13919 OWNER: SEAN KELLY AND DEBBIE REDMOUNT PHONE: 970-927-4984 MAILING ADDRESS: P.O. BOX 115, BASALT, CO 81621 APPLICANT: SAME PHONE: SYSTEM LOCATION: 1714 CEDAR DRIVE, BASALT, CO TAX PARCEL NO. 2467-054-00-003 LICENSED INSTALLER: SHAG'S EXCAVATING, MICHAEL STEHLING LICENSE NO. 29-01 PHONE: 970-927-4110 DESIGN ENGINEER: HIGH COUNTRY ENGINEERING, ROGER NEAL PHONE NO. 970-945-8676 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 3 BEDROOM RESIDENCE 1000 GALLON SEPTIC TANKS SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 22 INFILTRATOR UNITS, AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED OCTOBER 3, 2001. DUE TO LIMITED SPACE ON THE PROPERTY THERE MAY NOT BE ENOUGH ROOM TO FIT ALL 22 CHAMBERS IN THE FIELD. IN THAT CASE, 20 CHAMBERS WILL BE ACCEPTABLE. RAKE ALL TRENCH SUR- FACES TO PREVENT THE SMEARING OF SOILS, AND DO NOT INSTALL IN WET WEATHER. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK RE- QUIREMENTS. FOLLOW THE INSTRUCTIONS ON THE ENGINEER'S DESIGN REGARDING WATER PROOFING THE TANK. CALL EAGLE COUNTY EN- VIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION. OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROV ENVIRONMENTAL HEALTH APPROVAL: ATE: OCTOBER 4, 2001 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: 682 SQUAREFEET(VIA 22 INFILTRATOR UNITS PER DESIGN) INSTALLED CONCRETE TANK: 10 0 0 GALLONS IS LOCATED 9 0 DEGREES AND 12 FEET INCHES FROM THE SOUTH SIDE OF THE HOUSE FOUNDATION. COMMENTS: THE FINAL INSPECTION WAS DONE BY WILLIAM CARLSON OF EAGLE COUNTY ENV. HEALTH AND THE DESIGN ENGINEER ON OCTOBER 23, 2001. THE ENGINEER'S FINAL CERTIFICATION ON OCTOBER 26, 2001. THIS SYSTEM IS LARGE ENOUGH FOR 3 BEDROOMS. ANY ITEM NOT MEETING REQUIREMENTS WIL E O T B E FI APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL i DATE: OCTOBER 30, 2001 Incomplete Applications Will NOT Be Accepted (SALte iPlan MUST be attached) ISDS Permit # Building Permit # 13-1 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P . 0. BOX 17 9 EAGLE, CO 81631 Eagle (970)328-8755, Fax (970)328-0349, E1 Jebel (970)927-3823 **************************************************************************** * FEE SCHEDULE * APPLICATION FEE $350.00 * THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION (PERCOLATION TEST, * SOIL PROFILE OBSERVATION) AND FINAL INSPECTION * ADDITIONAL FEES MAY BE CHARGED IF A REINSPECTION IS NECESSARY, OR A * PRE -CONSTRUCTION SITE VISIT OR CONSULTATION IS NEEDED * REINSPECTION FEE $47.00, PRE -CONSTRUCTION SITE VISIT FEE $85.00 * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" **************************************************************************** PROPERTY OWNER: MAILING ADDRESS: APPLICANT/CONTAC T A 115-1 Casa.i+- PERSON: C) ff n we l q i i r LICENSED SYSTEMS CONTRACTOR: COMPANY/DBA: PHONE: / . -l-r /� PHONE: �-'7qa�( *************************************************************************** PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION X ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Tax Parcel Number: rlA'-�--0529'-00,-00,'7 9026g15 Lot Size: 54&C&-5 _ - n ,l'\ , n r I Physical Address: BUILDING TYPE: (Check applicable category) pCJ 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: (Check applicable category) ( ) Well K Spring ( ) Surface ( ) Public Name of Supplier: APPLICANT SIGNATURE:® Dater AMOUNT PAID: 'JU R #: DATE: CHECK k #: CASHIER: DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com EAGLE COUNTY, COLORADO October 31, 2001 Sean Kelly and Debbie Redmount P.O. Box 115 Basalt, CO 81621 Raymond P. Merry, REHS Director RE: Final of ISDS Permit #2126-01 Tax Parcel #2467-054-00-003. Property location: 1714 Cedar Drive, Basalt, CO. Dear Mr. Kelly and Redmount: 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 OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com EAGLE COUNTY, COLORADO Date: October 4, 2001 TO: Shag's Excavating Raymond P. Merry, REHS Director FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Alteration Permit No.2126A-01. Tax Parcel # 2467-054-00-003. Property Location: 1714 Cedar Drive, Basalt, Kelly residence. Enclosed is your ISDS Permit No. 2126A-01 and a field copy of the engineer design stipulated on the permit. It is valid for 120 days, or for the duration of your current building permit for this property. 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. Please note any special requirements that may have been added to the design by this department. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County Environmental Health must also view the installation prior to back filling. Please call well in advance for your final inspection. Your TCO will not be issued until our office receives this certification from the engineer, and views the installation. 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. Please notify this office if you have not been contracted to perform this installation. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Derek Walters, High Country Engineering OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 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 23, 2001 Derek Walters, P.E. High Country Engineering 923 Cooper Ave. Glenwood Springs, CO 81601 Re: Soil Profile and Perc Results 1714 Cedar Dr. Basalt, CO Dear Mr. Walter: Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 On August 14, 20011 conducted a percolation test and observed a soil profile boring at the above property owned by Sean Kelly and Debbie Redmount. The profile hole revealed 2 feet of topsoil overlying sandy loam soil with cobbles and boulders in a silty sand matrix to the hole depth of 8 feet. The percolation test results indicate an infiltration rate of approximately 11.4 minutes per inch. The site has a pond, at least two small streams, grade changes and two driveways of which one is no longer in use. Therefore, this department is requiring a site plan of a system designed for a 3- bedroom home by a professional engineer meeting Eagle County ISDS requirements. If you have any questions regarding this matter please call me at 970-328-8758. Sincerely William T. Carlson, REHS Environmental Health Specialist II October 24, 2001 Eagle County Environmental Health Department Attn: Bill Carlson P. O. Box 179 Eagle, CO 81631 Re: 1714 Cedar Drive, Eagle County, Colorado HCE File Number 2011082.59 Dear Ray: On October 23, 2001, High Country Engineering personnel observed the construction of the ISDS for 1714 Cedar Drive, Basalt within Eagle County, Colorado. One water tight 1000-gallon septic tank, and 22 standard Infiltrator units has been installed in a trench configuration, but no backfilling had taken place. The septic tank was located within twenty feet of an existing pond, but the tank had been prepped through grouting and by wrapping the tank with a Bituthene watertight membrane. The sewer and effluent lines were constructed of C900 PVC and all joints had been excessively encased with concrete to prevent seepage. The effluent line was also sleeved with additional pvc pipe at the driveway bend. Approximately 8 Infiltrator units had been installed at an excessive depth of 7-feet. The owner and contractor were advised backfill to a maximum depth of 6-feet and convert the inspection wells into air/vent inspection wells to provide increased oxygen levels within the chamber units. The lower side of the easterly trench had also been lined with an - impermeable liner. Otherwise, the installation of the system was in conformance with the intent of the design. If you have any questions, or need additional information, please contact us. Sincerely, HIGH COUNTRY ENGINEERING, INC. Roger D. Neal, P.E. Project Manager RDN/djw 9Z Cooper Avenue, . G1cn vood Springs, CO 81601 Telephone (970) 945-8676 Fax (970) 945 2555 ISDS PERMIT # PERCOLATION -TEST EAGLE COUNTY ENVIRONMENTAL HEATLH . OWNER: •PHSYSICAL ADDRESS: -�`I 4a 0&1 LEGAL DESCRIPTION: MAILING ADDRESS: TYPE OF DWELLING: s; ,,4 NUMBER OF BEDROOMS: Y�P- TEST HOLES PRE-SOAKED: YES NO SOIL . TIME WATER DEPTH INCHES OF FALL RATE PROFH E 2 3 o Z, G31 d,C;2,1 _G ,m�l 9' po) l� TIME TO DROP LAST INCH: PERC RATE: �'' Z / 2 `I• `/ 3 VT MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: !`l1TAiuIFATTC• � ��f f �� I`� S� � '���' .S`a/f m h-> / �✓'� ENVIRONMENTAL HEALTH SPECIALIST DATE V r ISDS Permit # Date ISDS Final Inspection filet ess Form ---' Tank is �.d� gal. Tank Material Tank is located 12- ft. and 0 degrees from, �e l;rl13 (pera+an"t landmark) Tank is located ft. and degrees from (per..aent landmark) Tank set level. 1� Tank lids within 8" of finished grade. ./ Size of field L 16' 2- f t2 Z�°' units lineal ft. Technology —770--, e e Cleanout is installed in between tank and house(+ 1/100ft). �JThere is a "T" that goes down 14 inches in the inlet and outlet of the tank: -�-, Iraet . and outlet is sealed with tar -,tape,. rubber gasket etc. ✓"T9—ak- ;has twa .compartments with the.;J; rger-.•.gQMpartment closest to the house. :Manure; distance and relative direr.+ ;Lq , to �i.;elc ; Depth of field.2— ft. Soil interface raked. Inspection portals at %the .sad of each trench.. //� i-* Proper distance to setbacks 1-) r'�+-� �� !�� S o-S / ���o Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks 'removed from ✓,trenches, etc.) S � � � � Type of pipe used for building sewer line leach field Other Inspection meets requirements. e 11-11�o - /t„ R.,� 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 EAGLHEALTH P.O. BOX 179 EAGLE, CO 81631 JOB — SHEET NO OF CALCULATED BY/S�►� DATE CHECKED BY DATE % 2 3-3/ PRODUCT204-t (Single Sheets) 205-11Pedded) ®eo be.. Groton. Maas. 01471. To OnIm PHONE TOIL FREE 1-800-22M80 _ Grace Construction Products: Water... Temperature Waterproofing Meml /www.gcp-grace.com/products/waterproot`/summaries/blowt.html GpAa Construction Products Waterproofing Systems Product Summary Bituthene® Low Temperature Waterproofing Membrane Description Use Application Packaging Weight Umts per Pallet Coverage VOC Content Description A 1.5 mm (0.60 in.) thick composite sheet consisting of 1.4 mm (0.056 in.) of rubberized asphalt and 0.1 mm (0.004 in.) of cross -laminated, high density polyethylene film. Use All horizontal and vertical waterproofing applications at surface and ambient emperatures between -4°C (25°F) and 16°C (60T). Use with Bituthene primers. Application Remove release paper and adhere membrane to primed substrate. Roll membrane thoroughly. Apply drainage composite or protection board promptly. Packaging 0.9mx20m(3 ft x 66.7 ft) roll Weight 39.4 kg (87 lb)/roll Units per Pallet 25 rolls Coverage 18.6 m2 (200 ft2)/roll but must add 7% for overlap and 1-3% for waste 1 of 2 10/3/2001 12:38 PM Grace Construction Products: Water... Temperature Waterproofing Meml/www.gcp-grace.com/products/waterproof%summaries/blowt.html VOC Content None Prod tctt Summary Hoerproofinme�oofing Page UP Hame Paagv © 1996, 1997 W. R. Grace & Co. Conn. 2 of 2 10/3/2001 12:38 PM Grace Construction Products: Structural Waterproofing Products http://www.gcp-grace.com/products/waterproot`summaries/bit WP3000.htmi Gma Construction Products Grace Waterproofing Systems Bituthene® Primer WP-3000 View PDF File Description Bituthene® Primer WP-3000 is a water -based latex primer which is specifically formulated to bind dust and concrete efflorescence, thereby providing a suitable surface for Bituthene Membranes. Bituthene Primer WP-3000 promotes good initial adhesion and more importantly, excellent permanent adhesion of Bituthene membranes. The VOC (Volatile Organic Compound) content is 100 g/L and it meets the U.S. E.P.A. Volatile Organic Compound Emission Standards for Architectural Coatings. Use Bituthene Primer WP-3000 is used to prime all structural concrete, masonry or wood surfaces on which Bituthene membranes will be applied. Bituthene Primer WP-3000 is used for vertical and horizontal applications at 5°C (40°F) or above. Application Bituthene Primer WP-3000 is packaged "ready to use." Do not dilute with water or solvent. Apply by spray or roller. For best results use a professional grade, pump -type compressed air sprayer with a brass fan tip nozzle. Apply Bituthene Primer WP-3000 to clean surfaces at a coverage rate of 12-15 m2/L (500 - 600 ft2/gal). Coverage should be uniform. Primer should not be applied so heavily that it puddles or runs. Allow Bituthene Primer WP-3000 to dry one hour. In high humidity conditions, dry tii may be longer. In general, priming should be S limited to wh Q_1 covered within 24 hours. In conditions(erl -" elong�ry times are expected, substrates may be primed in advance. SSubstrates should be reprimed if significant dirt or dust accumulates. Before primer dries, tools should be cleaned with water. After primer dries, tools should be cleaned with mineral spirits. Mineral spirits is a combustible liquid which should be used only in accordance with I of 2 10/3/2001 12:37 PM Grace Construction Products: Structural Waterproofing Products http://www.gcp-grace.com/products/waterproot7summaries/bit WP3000.htm1 manufacturer's safety recommendations. Do not use solvents to clean hands or skin. Safety, Storage and Handling Instructions Bituthene Primer WP-3000 is nonflammable. Store product in temperatures above freezing 0°C (32°F). Read product label and Material Safety Data Sheet before use. For Technical Assistance call us at 800-444-6459 (Option 3) W. R. Grace & Co. - Conn. 62 Whittemore Avenue Cambridge, MA 02140 Bituthene is a registered trademark of W.R. Grace & Co. - Conn. We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurate and is offered for the users' consideration, investigation and verification, but we do not warrant the results to be obtained. Please read all statements, recommendations or suggestions in conjunction with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation or suggestion is intended for any use which would infringe any patent or copyright. W.R. Grace & Co. - Conn., 62 Whittemore Avenue, Cambridge, MA 02140. In Canada, W.R. Grace & Co. Canada Ltd. 294 Clements Road, West Ajax, Ontario, Canada LIS 3C6. This product may be covered by patents or patents pending. Copyright 1999. W.R. Grace & Co. - Conn. Printed in U.S.A. © 1999 W. R. Grace & Co. - Conn. 2 of 2 10/3/2001 12:37 PM 3race Construction Products: Structural Waterproofing Products http://www.gcp-grace.com/products/waterproof/summaries[bit B2.html GRAa Construction Products Grace Waterproofing Systems Bituthene® Primer B2 View PDF File Description Bituthene® Primer B2 is a rubber -based primer in solvent specially formulated to provide good initial adhesion, and excellent permanent adhesion of Bituthene® waterproofing membranes. In addition, its patented formulation promotes the adhesion of Bituthene membranes to green concrete and damp surfaces. The VOC (Volatile Organic Compound) content is 440 g/L and it meets the U.S. E.P.A. Volatile Organic Compound Emission Standards for Architectural Coatings. Use Bituthene Primer B2 is used to prime all structural concrete, masonry or wood surfaces on which Bituthene membranes will be applied. Bituthene Primer B2 is used to prime green concrete (less than seven day cure for normal structural concrete). It is also used to prime damp concrete, masonry or wood surfaces on which Bituthene waterproofing membranes will be applied Bituthene Primer B2 is used for vertical and horizontal applications at -4°C (25T) or above. Application Bituthene Primer B2 may be applied by roller or brush. Use a heavy nap roller made of natural material, such as lamb's wool. Apply it to clean surfaces at a coverage rate of 6-8 m2/L (250 - 350 ft /gal). Do not apply to frozed concrete or to areas with standing or visible water. Do not use during wet weather. Allow Bituthene Primer B2 to dry one hour or until tack -free. Deep puddles of primer should be avoided as this will lengthen drying time. Rollers or brushes should be dipped into pans. Avoid pouring primer directly onto a horizontal substrate. In general, priming should be limited to what an be covered with Bituthene water -proofing membrane within 24 hours. Areas that accumulate significant amounts of dust or dirt must be reprimed 1 of 2 10/3/2001 12:36 PM Grace -Construction Products: Structural Waterproofing Products http://Www.gcp-grace.com/products/waterproot%summaries/bit B2.html before membrane is applied. Although it may be used on green concrete and damp surfaces, moisture may become trapped under the Bituthene waterproofing membrane. This may result in blistering, particularly on warm, sunny days. Therefore, cover the membrane as soon as possible to minimize blistering. If blistering occurs, allow membrane to cool and reroll with heavy roller. Blisters over 100 min (4 in.) in diameter should be cut and patched. Clean tools with mineral spirits at the end of each day. Mineral spirits is a combustible liquid and should be used only in accordance with the manufacturer's safety recommendations. Do not use solvents to clean hands or skin. Safety, Storage and Handling Instructions Bituthene Primer B2 vapors ore flammable. Store product in temperatures above freezing 0°C (320F). Read product label and Material Safety Data Sheet before use. For Technical Assistance call us at 800-444-6459 (Option 3) W. R. Grace & Co. - Conn. 62 Whittemore Avenue Cambridge, MA 02140 Bituthene is a registered trademark of W.R. Grace & Co. - Conn. We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurate and is offered for the users' consideration, investigation and verification, but we do not warrant the results to be obtained. Please read all statements, recommendations or suggestions in conjunction with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation or suggestion is intended for any use which would infringe any patent or copyright. W.R. Grace & Co. - Conn., 62 Whittemore Avenue, Cambridge, MA 02140. In Canada, W.R. Grace & Co. Canada Ltd. 294 Clements Road, West Ajax, Ontario, Canada LIS 3C6. This product may be covered by patents or patents pending. Copyright 1999. W.R. Grace & Co. - Conn. Printed in U.S.A. © 1999 W. R. Grace & Co. - Conn. 2 of 2 10/3/2001 12:36 PM 2126A-01 Tax #2467-054-00-003 JOB NAME. 1714 Cedar Drive KELLY/REDMT. Basalt JOB NO. �0' !'3 � C -MR 1 nf`Aymm BILL TO DATE STAR ED DATE COMPLETED DATE BILLED NJ ao ^r - !'� A) S S e C mil e /,Z;— s) JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE t JL171C E SALES TAX / i�' MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE /I NET PROFIT JOB FOLDER Product 278 JOB FOLDER t i, Air' w � •r y axf Printed in UZA INSTALL 1000-GALLON SEPTIC TANK (MIN.) NOTE: THE SEPTIC TANK SHALL BE INITIALLY WATERPROOFED IN THE YARD BY MEANS OF TESTING, GRINDING AND GROUTING. THE INSIDE BOTTOM OF THE TANK SHALL ALSO BE SMOOTH GROUTED. THE TANK SHALL BE SECONDARILY WATERPROOFED AT THE CONSTRUCTION SITE BY MEANS OF WRAPPING THE SIDES OF THE TANK WITH A BITUTHENE® LOW TEMPERATURE WATERPROOFING MEMBRANE. THE TANK SHALL BE PRIMED WITH BITUTHENE® PRIMER B2 OR WP-3000, DEPENDING ON THE TANK CONDITIONS. INSTALL 4"0 POLYETHYLENE EFFLUENT LINE. CONCRETE ENCASE ANY JOINTS EXISTING RETAINING - WALL 11 STANDARD INFILTRATOR UNITS PER TRENCH (10 UNITS REQUIRED) INSTALL INSPECTION WELL (TYP.) ,— SPR '�G/DRINKING WAT__R SOURCE INSTALL CLEANOUT (TYP.) -INSTALL 4"0 C900 SEWER WITH 2" BLUE BOARD INSULATION. CONCRETE ENCASE ALL JOINTS. -TEST::)!T INSTA,__ 10 MIL PVC I'NER -TEST PIT oqC­' 4"0 PVC SEWER GRAPHIC SCALE 20 40 ( IN FEET ) I inch = 20 ft. 80 REMOVABLE PVC CAP FINISH GRADE -\ 4" COU 4" SEWER NATURAL 4" PVC BEND N OUT ASSEMBLY SEWER CLEAN OUT DETAIL. N.T.S. NATURAL B KFILL MIN. COVER 2"/ MAX. COVER -RATOR UNIT FRENCH CROSS SECTION (TYP. N. T. S. REMOVABLE CAP DRILL 4 - 1/2" AIR HOLES CUT HOLE IN TOP OF INFILTRATOR UNIT FOR INSTALLATION OF INSPECTION WELL PIPE INSPECTION WELL DETAIL. N.T.S. 10 MIL PVC LINE )WNHILL SIDE OF TRENCH -CRATED PIPE SITE: ... . .. ... A, t :.vw... f­q s C Sk Y�j S . . . . . . . . . . $ :.v 5 s ` J :. t w 4 m tl A. TV J .� ' if �" � uy •, x`k ? 3: =�5 f ,�f' i S fl y lz b- x 4rtes�� s k; rr�a rya K gg C� VICINITY MAP SCALE: 1 "=2000' 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE EAGLE COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS, 2. FLOW FOR BED: 3 BEDROOMS * 2 PERSONS/BEDROOM * 75 GALLONS/PERSON/DAY IS: 450 GPD = AVERAGE DAILY FLOW. DESIGN FLOW = 1.5 * AVERAGE = 675 GPD (Q) ***REMOVE ANY GARBAGE GRINDERS FROM RESIDENCE*** SEPTIC TANK: MINIMUM TOTAL TANK SIZE: Q * 1 DAY/24 HRS * 30 HRS = 844 GPD INSTALL ONE 1000-GALLON TANK WITH BAFFLE ***INSTALL EFFLUENT FILTER IN SEPTIC TANK OUTLET*** STANDARD ABSORPTION AREA: A = DESIGN FLOW APPLICATION RATE = 675 GPD = 614 SF 1 .10 GFD SF USE OF STANDARD INFILTRATOR "UNITS IN"TRE"NC++-C.O F'IGURATION: 50% REDUCTIONS (61 .F.*0.50) ® 15.5 S.F./UNIT`` 20 UNITS REQUIRED./, RECOMMEND 22 UNITS IF AREA PERMITS. 3. CLEAN OUTS ARE REVRE'D-AT ALL BENDS AND AT LEAST EVERY 100 FEET ALONG THE HOUSE SEWER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WATER TIGHT COMPONENTS, PRIOR TO THE ABSORPTION AREA, TO PREVENT INFILTRATION. 5. TOPSOIL COVER MAY BE VARIED (WITH 1 FOOT MINIMUM) TO ALLOW LANDSCAPING. 6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO WITHIN ONE-HALF FOOT OF FINAL GRADE. 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ABSORPTION FIELD AREA USING DRAINAGE SWALES AS NECESSARY. 9. SOILS AND PERCOLATION INFORMATION PROVIDED BY EAGLE COUNTY, AUGUST 23, 2001. AVERAGE PERCOLATION RATE = 11.4 MPI. 10. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. ENGINEER MUST OBSERVE CONSTRUCTED SYSTEM BEFORE BACKFILL AND PROVIDE REPORT TO COUNTY. 11. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. 12. SITE PLAN INFORMATION FROM SITE OBSERVATION. NO SURVEY WAS PERFORMED. 13. INSTALL BLUEBOARD INSULATION OVER SEWER PIPE WHEREVER DEPTH IS LESS THAN 5.0 FEET. 14. THE ENGINEER SHALL BE CONTACTED FOR SITE INSPECTION PRIOR TO BACKFILLING OF SYSTEM COMPONENTS. 15. DESIGN OF ABSORPTION TRENCHES BASED ON SOIL PROFILE INDICATING 2' TOPSOIL OVERLYING SANDY LOAM WITH COBBLES AND BOULDERS TO A PROFILE DEPTH OF 8 FEET. 08482AL ABSORPTM TRENCH NOTES 1. ABSORPTION LATERALS SHALL NOT EXCEED 100 FEET IN LENGTH, 2. THE BOTTOM OF EACH ABSORPTION TRENCH SHALL BE LEVEL. 3. DRAINAGE SWALES ARE TO BE PROVIDED ABOVE AND AROUND TRENCHES, AS NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERING ABSORPTION AREA. 4. TRENCH LATERALS SHALL FOLLOW CONTOURS. 5. INSTALL INFILTRATOR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 6. TRENCH BOTTOM AND SIDEWALLS MUST BE RAKED TO REMOVE SOIL SMEARS INCURRED DURING EXCAVATION, 7. NO EXCAVATION OF ABSORPTION FIELD IS TO BE DONE DURING WET WEATHER AND USE OF RUBBER TIRE VEHICLES OVER ABSORPTION AREA IS PROHIBITED 8. BOULDERS EXISTING WITHIN THE TRENCH SHALL BE EXCAVATED AND BACKFILL SHALL CONSIST OF ONSITE SELECT OR PIT -RUN MATERIAL. 9. IN ALL TRENCH CONFIGURATIONS, SERIAL DISTRIBUTION SHALL BE USED INSTEAD OF EQUILATERAL DISTRIBUTION TO INCREASE SETTLING TIME AND PROTECT THE BACTERIAL BIO-MAT. 0. BEND IN TRENCH SHALL BE MADE WITH END PLATES AND 4"o PVC OR MANUFACTURER'S PREFABRICATED BENDS. m 0 z O V) W w O � Z CD z LL O O LL w f- a Y z Q I- 0 0 a 0 w ~ N Q o O O z O � C) o a 00 w C/i i- w w 0 Y Q J 0 o Ci o L� D U3 z 0 N zwo w (1) t\ zw8 Z5 z k LLL u (L >_ < (1) Z14000 O_jZ'q _ 6 J 0V N 2 0- k V1 m W �0 W <F- 0 a J( w (LC0 m w z z co J �a LLJ �W o Q Ne JU Li Z PROJECT NO. 2011082.59 1 SHEET 1 !001 08:38:17 82kelly.dwg