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HomeMy WebLinkAbout1000 Ute Forest Ln - 210704401002INDIVIDUAL 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. 1896-99 BP NO. 12673 OWNER: PHILIP AND JOSI WASTERVAL PHONE: MAILING ADDRESS: 2007 S BLVD, HOUSTON, TX 77098 APPLICANT: JOSEPH ABBOTT CONSRUCTION PHONE: 970-907-0367 SYSTEM LOCATION: LOT # B-2, UTE FOREST na, SQUAW CREEK, EDWARDS, CO TAX PARCEL NO. 2107-044-01-002 LICENSED INSTALLER: DAVIS EXCAVATING, JUSTIN AHRING LICENSE NO. 8/99 PHONE: 970-926-3788 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1000 GALLON SEPTIC TANK 563 SQUARE FEET OF ABSORPTION AREA VIA 18 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 7/2/99. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. BUILDING CER- TIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL SEPTIC SYSTEM HAS RECEIVED FINAL APPROVAL. ENVIRONMENTAL HEALTH APPROVAL: CTI, LAAAAA JULY 16, 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: 563 SQUAREFEET(VIA_ IS STANnARD TNFTT.TEATog 11NTT2 INSTALLED CONCRETE SEPTIC TANK:1000 GALLONS IS LOCATED DEGREES AND FEET FROM SEE SITE PLAN FOR SYSTEM CnMPnmF.w LL)C TIC)NS COMMENTS: ENGINEER FINAL CERTIFICATION RECEIVED 10/3/99. TANK IS LARGE ENOUGH FOR 3 BEDROOMS, BUT THE LEACH FIELD IS ONLY LARGE ENOUGH TO ACCOMMODATE 2 BEDROOMS. 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 6L JJJ� DATE: OCTOBER 6, 1999 Incomplete (Site Plan Applications Will NOT Be Accepted MUST be attached) ISDS Permit # ( 0 G` Building Permit # 7_3 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) ************************************************************************** * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: �'� (J t Ja5 (� A5�4, (L - MAILING ADDRESS: tb- PHONE APPLICANT/CONTACT PERSON: �'1�� � kb (l LtI`' 4w(A� PHONE: 3�"7 LICENSED SYSTEMS CONTRACTOR: bC3�C5 'F-- 14C-(1, oct� PHONE: COMPANY/DBA: ADDRESS: *************************************************************************** PERMIT APPLICATION IS FOR: (-�' NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: - �it2 '�U�S+ At wesi L o-�e Tax Parcel Number: oZIn '0 q-01-00.Z Lot Size: Physical Address: ��Q �¢ sI'1'011� cye' , UILDING TYPE: (Check applicable category) (�T Residential/Single Family Number of Bedrooms ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type TYPE OF_WATER SUPPLY: (Check applicable category) (n Well ( ) Spring ( . ) Surface ( ) Public Name of Supplier: *These systems requ' e d signby a � tered Professional Engineer SIGNATURE: wjDate: - �9 AMOUNT PAID: I5 V .� RECEIPT # : g DATE: 7 CHECK #: 3 /.h`'? 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 Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 Date: July 16, 1999 TO: Davis Excavating FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No. 1896-99. Tax Parcel # 2107-044-01-002. Property Location: Lot #13-2 Ute Forest @ Squaw.Creek Edwards, Wasterval residence. Enclosed is your ISDS Permit No. 1896-99. 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 LKP Engineering, Luiza Petrovska Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vait.net http: //www.eagle-county.com October 6, 1999 Philip and Josi Wasterval 2007 S. Blvd. Houston, TX 77098 EAGLE COUNTY, COLORADO Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #1896-99, Tax Parcel #2107-044-01-002. Property location: 1000 Ute Forest Rd., Edwards, CO. Dear Mr. and Mrs. Wasterval: 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 I OF U41 I=-J t3d. 4z yrn—y�b-bJUbj LKP ENGINEERING, INC PAGE 01 CI"ViUGBGTEaMOM October 4, 1999 Mr. Torn Peterson ` : inspection idl a !tttent hattallatlon Morter Taker Architects Lot B-2, Ute ForetAt Wftt:�Oaw Creek c/o Philip BSc Jose Wastexval .'Eagle County, C616rodo 143 E. Meadow Drive Project No. 993.o$ - Septie'System Permit No. 1896-99 Vaii, CO 81657 Dear Toth: At the request of Scotty Davis +w.it�G:) is Exc°avatirl `bn' Septoit�bet 28 and October 1, 1999, we visited the construction site for tiled"Wastct l Cabin at Lot 8-2;:Ute Fo ' t at West Squaw Creek, Eagle County, Colorado. The purpose 6(dur sita:..visits wes to observ�'.the ias�llation o#"the septic system. They installed the syste.wln ovetill:compliance withi% sep6d,*tystern design, Drawing No. 9910SS0.DWG, dated July 2, 1090. Thb a em was installed.els ahovvri'*n the above -named drawing, but was connected closer to the sott*Wt cotti,. They installed 1.-gagpoi two compartments, a precast, concrete septic tank. The tame had2-12"ors on troth inspectitoo covers. Eighteen, Standard Tnfi3trii�tu Ch0bers were instal yin two tenches with 9 Infiltrators each. Tlie infiltrators were connected Oft serfid istribution. In tha.,` st irz�Clid'ator of each trench, inspection ports were installed. Horizontal diatande, ►im center to cent'es':'dthe t'#'ic ches, was 9 feet or more. All piping was SI R-35, 4-inch PV'C. 'iiie ; of the trenches two ta three feet. The soil profile in fire trenches was consistent with tboo6 l 6444b.0d in the profile,mitre log. . If you have any questWi' pleasi4ca not hesitate to ci jk Sincerely, LKP ling Uiza Petrovska, President' cc: Ms. Heather Savalox, Enee Cosh Env ironmmental`;E Wth DiViiion, fax: 328-7185 (:\MyP'ile,lccuclJiwlWlyDRf:SdW1060STWP6 P,O, Box. 2937, Edwards, 8163i,�:;.(970) 92+6-9088 Tti : {910 4i6-9089 Fax, E-mail: lkpeng@sn.owcap.net LKP ENGINEERING, INC. P.O. Box 2837 Edwards, CO 81632-2837 (970) 926-9088 Fax (970) 926-9089 PERCOLATION TEST RESULTS Location: Lot B-2, Ute Forest at Client: Philip & Jose Wasterval West Lake Creek 2007 S. BLVD Eagle County, Colorado Houston, TX 77098 Project No.: 99108 P-1 P-2 P-3 TR\AE/DEPTH 2111 24" 18" 10 12" 6-10/16" 10" 3-4/16" 9-12/16" 1-4/16" 10 12-6/16" 6/16" 11-14/16" 1-14/16" 13-12/16" 3" 10 14-4/16" 1-14/16" 13-4/16" 1-6/16" 15-4/16" 1-8/16" 10 15-10/16" 1-6/16" 14-4/16" 1" 16-4/16" 1" 10 16-10/16" 1" 15-4/16" 1" 17-4/16" 1" 10 17-10/16" 1" 16-4/16" 1" 18-4/16" 1" 10 18-10/16" 1" 17-4/16" 1" 19-4/16" 1" PERC RATE 10 MIN/INCH 10 MIN/INCH 10 MIN/INCH AVG PERC 10 MINUTES PER INCH Average Percolation Hole Diameter: 10 Inches Holes Dug and Presoaked: June 7, 1999 Test Run: June 8, 1999 LKP ENGINEERING, INC. P.O. Box 2837 Edwards, CO 81632-2837 (970) 926-9088 Fax (970) 926-9089 PERCOLATION TEST RESULTS Location: Lot B-2, Ute Forest at Client: Philip & Jose Wasterval _ West Lake Creek 2007 S. BLVD Eagle County, Colorado Houston, TX 77098 Project No.: 99108 P-1 P-2 I P-3 TWE/DEPTH 2111 24" 18" 10 12" 6-10/16" 10" 3-4/16" 9-12/16" 1-4/16" 10 12-6/16" 6/16" 11-14/16" 1-14/16" 13-12/16" 3" 10 14-4/16" 1-14/16" 13-4/16" 1-6/16" 15-4/16" 1-8/16" 10 15-10/16" 1-6/16" 14-4/16" 1" 16-4/16" 1" 10 16-10/16" 1" 15-4/16" 1" 17-4/16" 1" 10 17-10/16" 1" 16-4/16" 1" 18-4/16" 1" 10 18-10/16" 1" 17-4/16" 1" 19-4/16" 1" PERC RATE 10 MIN/INCH 10 M1N/1NCH 10 MIN/INCH AVG PERC 10 MINUTES PER INCH Average Percolation Hole Diameter: 10 Inches Holes Dug and Presoaked: June 7, 1999 Test Run: June 8, 1999 1896-99 Tax ifZ1U/—V44—V1—vVc Lot B-2, Ute Forest WASTERVAL IWOB NAME At West squaw Creek JOB NO. � (�(o 15 Edwards LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED h Z - _ goo z -s= dK 4o 10p -� 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 277 JOB FOLDER Printed In U.SA i 10 `— 22-1 /2 'ELBOW ' '� . �. ,ij.i/ — V = 563 gallons o J /i !i / \ _ -- _ Use 1000 gallon, two compartment precast concrete tank by Copland Concrete or equivalent 90' ELBOW ' : ii/- \ — . ABSORPTION AREA / A — max 5 T /i// i //i/ `� — A = O 5 x V10 94285 s f. c / //i/ \ 1 � lNFIL TRA TOR // i / / � � _, . � CHAMBER // ij // \ ` Amax = 285 s. f. Based on App/icotio Rote: Q A-450 d08 dsf // E C4E OF FL> �V POAn �_ A = 563 s. f gP :.... . - -O" GRAVEL W%.KWAY \ \ \\ 2 showsTOPAGE AMA Standard /nfe/trator Chamber System in a trench configuration with on al/owed 50 percent reduction in the absorption area is recommended o �Acorrected = 282 s. f. Surface area of one Infiltrator Chamber = 15.5 s f. Use 18 Infiltrator Chambers in two trenches with 9 Infiltrators in each.- �._ 990 50' ACCESS AAND U71UTY EASE �// 40 L6 \ NOTES 9 1. The building sewer line from the house to the septic tank shall have a maximum slope of 114 inch per Z) Ce- foot. Bends in the building sewer shall be limited to 45 degrees. CC Li- .7; �_ 2. The septic tank shall be installed level. The tank shall have removable covers or manholes to within 8 W Q Q V inches of the finished gradeg,�or inspection and cleaning. 0 W — J. Excavate three (3) feet wide trenches. The horizontal distance from sidewall to sidewall between the - � ' Q Q GrAVEL !'A.7N V' SNOW STOtZAGE AREA `\ — trenches shall be a minimum of six (6) feet. t„/ W V \ / �— 4. The bottom and the sidewalls of the trenches shall be raked to eliminate smearing. r .` if•�41 �i WELL \ V � O� . / MSC. F'LAN7Et7 sl-�.r3s r0 5CMEN PATIO \ \ — 5. Assemble and install the Infiltrator Chambers in the trenches according to the manufacturers �- W recommendations. . 6. Backfill the sidewall area with native on —site soil for proper support. W O -- i 7Backfill the trenches with a minimum of 12 inches of tamped soil cover. —j 8. Avoid vehicle traffic over the system. 9. All installations shall meet the rules and regulations of the Eagle County Environmental Health Division, 80 82 Chapter 4, Individual Sewage Disposal Systems. I I�:�I Ills I h \ 10. The Septic System Installation shall be inspected by the Design Engineer prior to bockfillin . P 9. _ >...• : ;> ... ,- 88-- PERCOLATION PEST RESULTS 0) �— ' ' '� Pt2E5EiZVE ANf7 PtZOTECt EXfSTING Perc No. 1 Perc No. 2 Perc No. 3 } VEGITATION AIZOUNt7 Da{Li21NG 51?. / CV (D I I l ! E/ — 10 minutes per Inch 10 minutes per Inch 10 minutes per Inch PLL t715TL1a3Er? PEAS t0 3E i�SEEt7ECJ / P P7 I - - `r'• TO MATCH 5UIZOL:Nt7IN6 NATIVE i CD \ / / / Average percolation rate recommended for design T a 10 minutes per Inch. 00 N NV 5� i2 X35. ' \ G!zP55E 5 108' 7 O \` w 00 SOIL PRonLF U t� PROFILE HOLE #2 _ � � v ASPEN T ELIr i / PROf7LE HOLE #1 ao to 3.0 foot TopsoA U e v 0.0 to JO foot Topsofl 3.0 to 8.0 feet Light brown, � � "- `_� i 3.0 to aO feet Light brown, cla)ey-sandy gravel to gravelly sand C W clayey -sandy grovel to gravelly sand (weathered bedrock) W 00 (weathered bedrock) 00 4" DIAM BLDG SEWER r — / / / � AT 1/4" PER FOOT MAX. �� ' n 1 00.1 c0 1000GALLON CONCRETE' SEPTIC TANK' o O �ROF7CE HOLE , 2 / / / / / BY COMM CONCRSlE OR EQUIVALENT �I co 0 d � -1rANOUT 1000 CAL TWO P. -1 90 j TOP VIEW ,68 \ CONC. SEPTIC TAN f f / 1 j / / 00 66 ' AFa20W5 IPJi71CATE 511E l7l'AtNPGE --------- ---- 6� REP ANd IAMITI _ r-------- i @------ -i 72 � � � I 1 r 1 6 MOUNTAINS \ i 56.25/ / / / / + P-2 SERIAL DISTRIBU77ON / Q r r 1 1 SEE. DETAIL A -A 1 r 1 r MIIY / 1 t i i 1 9?O - \ ' / STANDARD lNFIL IRA TOR 1 r t / TYPICAL 4o`4ii9949@@@@@Rllpeeeegje PROf7LE HOLE yl_,' f / ' / / i �•� % 2• �9 '© SIDE VIEW :0 INSPECRON PORT ieeeeeeulH lilt DRAWN 8Y L.P. CHECKED 8Y L. P: r/ / / j PROJECT NO.. '' 99108 f 6.25' STANDARD INFILTRATOR / ' / DRAWING NQr-99108SD.DWG N07E SIT PLAN BY MOVER AKER ARCHIIFCTS SHEET 1 OF. 1 N. T.S. GRAPHIC SCALE 0 5 10 20 ( IN FEET ) 1 inch - 10 ft_ ,A)MOW5 IN7ICATE 51Y r7tZA NAGE EXISTING CONTOLR \ Q�VI5ED CONTOW DOLLMIZ MTAINING WALL T.O. WALL 76.5' (� D.O. WALL 74.0 r \Z \ \Z \. u N GAME 0! -M INDIVIDUAL 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. 2078-01 BP NO. 13 572 OWNER: JOSI AND PHILIP WASTERVAL PHONE: 713-630-0843 MAILING ADDRESS: 2007 S BLVD., HOUSTON, TX 77098 APPLICANT: JOSEPH W. ABBOTT PHONE: 970-748-1587 SYSTEM LOCATION: 1000 UTE FOREST LANE, EDWARDS, CO TAX PARCEL NO. 2107-044-01-002 LICENSED INSTALLER: DAVIS EXCAVATING, JUSTIN AHRING LICENSE NO. 27-01 PHONE: 970-926-3788 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 2 BEDROOM RESIDENCE 1000 GALLON SEPTIC TANK, 1000 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 34INFILTRATOR UNITS, AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 12/27/00, WITH A CLEANOUT BETWEEN THE HOUSE, AND INSPECTION PORTALS IN EACH TRENCH. INSTALL WITHIN 12 INCHES OF FINISHED GRADE, AND BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIRE- MENTS. RAKE ALL TRENCH SURFACES, AND DO NOT INSTALL IN WET WEATHER. ENGINEER IS RESPONSIBLE FOR FINAL CERTIFICATION BUT EAGLE COUNTY ENVIRONMENTAL HEALTH MUST ALSO VIEW THE INSTALLATION PRIOR TO BACK FILLING. CALL WELL IN ADVANCE FOR THE FINAL INSPECTION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN IN- SPECTED AND APPROVED. {I ENVIRONMENTAL HEALTH APPROVAL DATE: APRIL 9, 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: 992 SQUARE FEET (VIA 32 INFILTRATOR UNITS PER DF S T GN ) INSTALLED CONCR F TEK:10 0 0 GALLONS IS LOCATED go DEGREES AND ? 9 FEET INCHES FROM THE CLEANOUT ON THE SOUTH SIDE OP THE HOiISF. COMMENTS: THE FINAL INSPECTION WAS DONE BY WILLIAM CARLSON AND THE. DESIGN EN- GINEER ON JULY 191, 2001- THE ENGINEER'S PTNAL CERTIFICATION WAS REOEDVED ON SEPTEMBER 26 2001. THIS SYSTEM IS LARGE ENOUGH FOR A @ BEDROOM ANY ITEM NOT MEETING REQUIREMENTS WtIsL� CTED FIN PPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. t ENVIRONMENTAL HEALTH APPROVAL DATE: SEPTEMBER 27. 2001 Incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) ISDS Permit # Building Permit APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 Eagle (970)328-8755, Fax (970)328-0349, El Jebel (970)927-3823 ************************************************************************** * FEE SCHEDULE * PERMIT APPLICATION FEE $150.00 * PERCOLATION TEST/SOIL PROFILE AND SITE EVALUATION FEE $200.00 * SITE VISIT/CONSULTATION FEE $85.00 * REINSPECTION FEE $47.00 * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ************************************************************************** PROPERTY OWNER: 1' I' I r + mrS. Dl�>; 4 Irk r' 10 1A) MAILING ADDRESS: �� i I� S (7 e�� S ��iOPHONE : APPLICANT/CONTACT PERSON: ��,c�Se- L4� PHONE: -15-9 LICENSED SYSTEMS CONTRACTOR: DCLJ PHONE: COMPANY/DBA: QA.> GG s_. fCt ADDRESS: 2ri) ab X )39y E!�JM" 4f *************************************************************************** PERMIT APPLICATION IS FOR: Q() NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: r Tax Parcel Number: Lot Size: Physical Address: Wei L)' 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: (X) Well ( ) ( ) Public Name APPLICANT SIGNATURE: AMOUNT PAID: /5-d acs s!'1G �A�tak w (Check applicable category) Spring ( ) Surface of Supplier; , Y W . Date: / RECEIPT # : cJ DATE: #M.*,& CHECK #: 1L,�-i�o°" CASHIE C14&K ii 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, 2001 TO: Davis Excavting 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.20781-01. Tax Parcel #2107-044-01-002. Property Location: 1000 Ute Forest Lane, Edwards, CO., Wasterval residence. Enclosed is your ISDS Permit No. 2078-01, 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 LKP Engineering, Luiza Petrovska Community Development Department (970)328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com September 27, 2001 Josi and Paul Wasterval 2007 S. Blvd. Houston, TX 77098 EAGLE COUNTY, COLORADO Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #2078-01, Tax Parcel #2107-044-01-002. Property location: 1000 Ute Forest Lane, Edwards, CO. Dear Mr. & Mrs. Wasterval: 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, j Janet Kohl Eagle County Environmental Health Department ENCL: Informational Brochure Final ISDS Permit cc: files L111 LI YkA lI`ILLI\11 I%A 11 V\-t rritac U.L I t -L ILKPI Engineering, Inc. SenteMber 26, 2001 Philip & OSi Wasterval. 2-007 S Boulevard Houstorx, LX 7'7n9Q Dear Philip & Josi: Jr_ -A L.7 rkwo:4 SiTrSlem IuA-.uuu:3tihUn Wasterval Residence 1000 Ute .forest Lane Eagle County, Colorado Project No. 99108 - perm..-itN�_ 20781-01 At the request of doe Abbott, on July 19, 2001, we visited the construction site for the �wasterval Reszdextce at 1000 Ute Creep Road, Eagle County, Coj.orado. The purpose of our site visit was to observe the installation of the septic system, They installed the system in overall compliance with the septic system, design, Drawing No. 991 OSSDMATN_Dwc; dated December 27, 2000_ The system was installed as shown on the above- uamed drawing_ 'f iey installed a 1000-gallon, two compartment, precast,. concrete septic tank. A cleanout ova aw wii u LLM-en the house And the septic tank. T irty two, Standard Infiltrator Chambers were installed in two trenches. Each row contained 16 i nnlrrators. The infiltrators were connected with serial distribution. At each end of the trenches, inspection ports were installed- Horizontal distance from center to center of the trenches. was 9 feet or more. All the piping was SDI -35, .4-i neb PVC. The depth of the trenches was no more than 36 inches - If you have any questions, please do not hesitate to call. Sincerely,"•:+."� LKP Engineering, i et ovska, r l T7--- xi :.i �a4 F e3Went cc: Ms. Laura Fawcett, Eagle County Environmental Health Division., fax: 328-0349 110etmv2yp4kWYFIIcokoreldo6lW MC)CUWI08main.ogl,wpq -P;o; Box 283?, Edwards, CO 81632, IWO) 924-9088 Tel (970) 926-9089 Fax SFP-pG.-pnni wpn Md- 1 SIDM Tn-Gnr-i � f`n1 IKITV Chll I 4dCnl TI.-I onr_c- 4 L 03/29/2001 10:29 9709269089 MAY 24-1999 M0 1i 12:31 PM MORTER AKER ARCHITECTS 4epworthPaWlak Geotech TE.L=970-945-8454 i030 1 t t A LKP ENGINEERING INC FAX NO. 9'f U4 rbu r I u May 24 99 1030 X / //1020 101b BORING 7 • / 00RING AESIDENCY ARE / J 1 BORINi,0 P ^/ J BORING i BORING 12q J ! J 3dJP 2 J� I rJ pQ r � AQR�NGI � J 1020 APPROXIMATE 'SCALE. 1" a lob, PAGE 01 10;24 N0,011 P.02 ACCESS AND UTILITY EASEMENT ai 6 z s. 1 98G CL Jr ju ILL. lu- / 070 r ORI BORING / G/i ", ", C goo BORING -I rOING (:Al31N 970 AOOO 199 304 1 HEPWORTH -- PAWL -AK 1 LOCATION OF EXPLORATORY BORINGS � FIg. 1 GEOTEQHNICAL, INC_ Received Time Mar,29. 10:45AM 03,/29/2001 10:29 9709269089 A LKP ENGINEERING INC PAGE 02 MAY-24-1999 MON 12:31 PM MORTER AKER ARCHITECTS FAX NO. 970470W N r, w HepworthPawlak Geotech TEL.;970--945-8454 Mag 24 99 10:24 No.011 P-03 U 5 ire] 20 25 CABIN AREA PROFIIA-: PROFU PRDRLE r BORING 1 BOF�ING 2 6oRIN0 BORINS �f NOSING 5 ELEV. �► 9B0' ELEV. 8l30' ELE:V, 975' ELLV. = 971' ELEV. va 9'I3' WC-12.4 �yh2 8A/12 W-106 -20v+�q 6DJ7 Seto �R/8 6p/4 Wells 50/Z M 3oA 80/1 1 50/2 Wo Note: Explono4+An of s"bolS It Shawn on 1"19. 5. 199 304 1 HE.PWORTH — PAW1.AK GEOTECHNICALl INC. Received Time Mar.29. 10:45AM 20 25 LOGS OF" EXPLORATORY 8ARINGS ' Flq. 2 0,�/29/2001 1.0:29 9709269089 A LKP ENGINEERING INC PAGE 03 MAY-24-1999 MON 12:31 FM MORTER AKER ARCHITECTS FAX NO. 97U4.16U(1U r. U4 HepworthPawlak Geotech TEL:970-945-8454 May 24 99 10125 No.011 P.04 RESIDENCZ AREA PROF•iLE BORING 6 BORING 7 BORING 8 BORING 9 ELEV, = 1012' ELEV. 0 10,32' ELEV. - 1028' 1:11"V, T 10?2' 0 1� 0 27112 ' 5D/o 16AZ 44/11. W(>; 4,0 +4-44 g .• 2eo�11 7� 14/12 50/4 14/I2 s4/1F 10 10 d IU U � til 8 {a X .K I � s 50/3 d8/72.7/8 17/12 we A& wo¢2t.o 1 S .1•4-39 -• 200-46 •-Z00et4 LLuA- P1R I B C1 26/12 511/0 20 2.0 25 is 25 WQ 10 30 �0 Note; FxplhnotTon of symbolu 16? uhown on Fig, 5. 199 304 HEPWORTH — FAVVLAK LOGS OF UPLORATORY I30RIN(yS FIg. 3 GEOTEr,HNICAL, INC. Received Time Mar•29, 10:45AM 03�29/2001 10:29 9709269089 A LKP ENGINEERING INC PAGE 04 MAY-24-1999 MON 12:32 PM MORTER AKER ARCHITECTS FAX NU. MC UU M F. W HepworthPawlak GeoteGh TEL=970-945-8454 May 24 99 10:25 N0.011 P.05 A RESIMNU AREA PROr 1LL HORiKc 1A PORING 17 BORING 19 uu. Iwo, CLE_b. toll' tjEv. — 10111' D 0 .so/tl �D/A 5 5 �1. 10 wo—B-C w4�3.6 1U —?A6�1J ••20�+11 1 15 � I 0 15 20 ao 25 25 Nate: Explunotlon of gymbolo IA gkoWr1 on Ffg. 5. 199 304 HEPWORTH -•- PAWLAK LOGS OP LXPLORA-f0RY DORINGS i icj. 4 GEOTECHNIC;AL, INC. Received Time Mar.29. 10:45AM 03,/29/2001 10:29 9709269089 A LKP ENGINEERING INC PAGE 05 IlAY-24-1999 MON 12:32 FN MORTER AKER ARCHITECTS FAX NU. UU411JU M r• ua HepworthPawlak Geotech TEL:970-945-8454 hay 24 99 .10;26 No.011 P.06 i LEGEND,. TOPSOIL, handy slity cloy, orgonlc, with ecottored basalt eobblotl end bouldors In raRldenco area, eaft to medium stiff, moist, dark brown. CLAY (Cl..); Brandy with basolt fragments. stiff to very stiff, moist, groy--brows►. Boring 6 only. SAKI) AND CLAY {5C—GI..}; with buoolt frogmenla, very stiff to hard, motert, orange, calcorenva. .+ BASALT CRAM. {t3C (3M): slightly clayey to Billy, Bondy. With basalt cabbies and scottarnd nolildor-F, madlum donne matrix rtotls,.,eli{lhtly.moist tv mold, groy.hruWn. WEATHEREO 5iLTSTONE/SANDSTONE: altghtly mol5t, brown. SIUSTONC/SANDSTONE BEDROCK. hard iv very hard, calGaraous, sorrit gypsum, yellow brown, Eagle Volley Evaporite Formation. Relatively undistvrbed drive sornplo; 2-1nch 1.0- California lititr sample_ Drive sample; standord penctration test ( 591 ). 1 3/8—inch I.D. split spoon aornpla, A5TM 0 — 1586. 'l6/11. Drive sample blow count, lndlcat@s that 26 blows of a 14r1—pound hammer falling 30 Inches were required to drive She California or SPT 4grppler 12 inchos. TPrcicticol rig rsfusat. Where showh above bnitdm of log, Irldieot4pn multiple attempts were made to advance the boring. NOTES: 1, kxplorotgry borings were drilled on April 14 and 15, 1990 With o 4-.inch diomotRr continuous Tlight powor. 2. Locations of exploratory borings ware rnngrured opproximatoly by paoing from foptkirr..v shown on tho site plan provided. 3. Elevations of exploratory boririgs wares obtolnCd by Interpolation between cnntours On the site plan provided and aheoked by Instrument level. 4. The exploratory boring locations pnd elevations ahorld be 0one7dered accurate only to thft dogrpq Impliod by the method used, 5. The IInos between materials shown pn tho axploratory borinq lo93 repre5orlt tho approxinote houndorioa bctwcen material types and transitions may be gradual. 6. No frog .water was encountered in the borings '61 the time of drilling.' Fluctuation in water lavei mdy occur with time. 7. Laboratory Tovtino Results: WC Wvtar Content ( X ) DO Dry Density ( pC9 ) 1-Tquld Limit 4-4 = Percent reteinnd on No. 4 sieve. Pi Plosticity Index { X } --200 - Porcant positing No, 200 slave. 199 304 1 (W", CwTCRTH C1fiNICA AWLA LEGEND AND NOYLS I Fig, 5 Received Time Mar•29. 10:45AM KV 29/2001 10:29 9709269089 A LKP ENGINEERING INC PAGE 06 MAY-24-1999 MON 12:33 PM MORTER AKER ARCHITECTS FAX NO, y MIJU H U r. ul HepWurthPawlak Geotech TEL)970-945-8454 May 24 99 10;26 Na.011 P.07 a R 0 1 1,p 10 100 ApPUED PR>rS$UK — k%f ►t 0 2 -- - Moisture Content :r 113 prmsmt Dry Density - 113 pcf Sampl© of- Wnothared Slllstona From, Boring 2 of 4 Fnet - upon walling 0.3 1A 10 too APPLIED PRMUM kvf 1.99 304 JHEFYVORTI-i — PWLAK SWELL --CONSOLIDATION TFST RE'S111Ti Fig. 6 ai~0-TV�CNNiCAL, INLI, Received Time Mar.29, 10:45AM 0a/29/2001 10:29 9709269089 A LKP ENGINEERING INC PAGE 07 MAY-24-1999 NON 12:34 PH HORTER AKER ARCHITECTS FAX NU. VU4(bUllU r. U0 HapWorth?awlak Geatech'TEL-970-945-8454 May 24 99 10 ;.27 No , 011 P. 08 ONES WWWAR" OWE Vm EM a mom MEN • • 1 HFPWQR*IH PAWI M GRADATION IFST 1?1..SULIS 0T1:CHNIC'Al Received Time Mar,29.10:45AM 0-�/29/2001 10:29 9709269089 A LKP ENGINEERING INC PAGE 08 MAY-24-1999 MON 12;34 PH HORTER AKER ARCHITECTS FAX NO, 9704"(60'(10 V. Uy HepworthPawlak Geotech TEL:970-945-8454 May 24 99 10:28 No.01.1 P.09 C t r twr Ruowi;S U-i. STANOA 10 solu h 1 AM WIAllf t101'1i M FL>�l� �r�.1= i� j1�1[�lf�►r�f(yIR;I�il��t _ WMENUMM OEM mid ` t.rv�srt..rrrlllRi!>l�:.�b. u UTAM01 R AE PARTICLES IN M1LLIMf-TFR9 . CLAY 79 03 FA CoONIf.• GRAVEL 34 SAND 53 7. SR.T AND t.I AY 13 Y I10111q L-IMI1 % PLASTICITY INULX 9 SAMPI I' Or", (`IUYny Gravelly Sand H?Om: Soling 10 of it rant TW RC,�Dv7ry U,B. s,Ar.o1RD 9CtlIC6 rJ.CAR COl),1IC D `t11NC16 10 70 9 4tf Vl 1 an w 70 Cl n eD Oft 40 1111�11�� JAI �AR ME z 11f M MIN =MM01 r._�tta�tttttasRl.� � � P to 79 an 0 0D 00 06- 1)IAW11_I2 or PART1CI-FS IN MILL.IMCTI-i�,, CLAY TQ ill l aotYs l'C GRAVEL 3$ X SAW 51 X till I AND CLAY 11 LIQUID LIMIT x PLAS71CITY INl7FX 9 SAMPLL Ul : SlIoAly S11ty rrnveliy Sorid Hium. l3vtlllq I at 9 1 eel IaE'PWORTH PAWLAK Firs. R jA9 :iO4 Gi;(7�� ECHNIQAL, 1NC. CRADATi�N 'I'i,sl ICE ti1 1 Received Time Mar.29, 10:45AM 03/29/2001 10:29 9709269089 " LKP ENGINEERING INC PAGE 09 MAY-24-1999 MON 12:36 PM MORTER AKER ARCHITECTS FAX NU. y W41bU l lU r. 11 H.epworthPawlak Geotech TEL=970-945-8454 May 24 99 10-29 No.011 P.11 HIE=PWORTH-PAWLAK GEOTECHNICAL, INC. TAB4 II PERCOLATION TEST RESULTS JOB NO. 199 304 BOLE NO. HOLE DEPTH (INGHE8) LENGTH OF INTERVAL (MIN) WATER DEPTH AT VART OF INTERVAL 11140H 1 WATER DEPTH AT END OF INTERVAL {INCHES) DROP IN WA'TLR LEVEL. (I cwEs) AVERAGE PURCOLAI ION RATE (MIN,11INCH) P.1 39 15 1 A 19 314 16 14 1/2 19 14 1/ 14 12111 314 1 1 is so 0 314 16 112 11 IS 1/Y 14 1t2 1/2 14 112 13 112 112 1112 P•Z 38 15 21 20 114 1934 187l4 19 114 6 114 1 77 314 ZO 1 314 80 19 V4 112 13 114 1 18'1/ a 79 114 1 Is 4 17 314 114 17 112 -114 P 3 39 15 15 12 112 9 1/2 a34 7314 11 14 61 12 1/2 2 11g 2e Z_ n 1 1I7. 6 1/R i 1 8 314 3/4 73/4 1 7 114 .__ 1/2 8 12 3/4 8 V2 P-4 33 15 wil�r aduDd walrr added 12 11 /4 6 1 4 10 117 7 112 1A 7 114 F,4314 8 114 3 rd/4 6 6 1 /4 3 2 112 2 314 11 Ix 3 4 3/4 2314 1 /4 2 314 4 314 112 2 114 2 112 Non. YOr00lP%iDll 10SVIlD Wail CorldUclod om I(�, 1I)VIL 'Ihq avoragr lulrcn}a8oll rota W,,LL 1>uod em iho Inn three readim* of aAeh 1081, Received Time Mar•29. 10:45AM ISDS Permit # 2_�� Date ISDS Final Inspection Wleteness Form Tank is / d 2b gal . Tank Material Tank is located L ft. and �Q degrees fron4. ip.�.e� l�odsask) Tank is located ft. and degrees from (pes..aeac l.namark) e Tank set level. );:�PcD Tank lids within 8" of finished grade. Size of field �'/'�7Z t2 3 2- units lineal ft. Technology 7T, jr,7 :C S cleanout is installed in between tank and house(+ 1/100ft). 'r'23 There is a "T" that goes down 14 inches in the inlet and outlet of the tank: 1e.5 Inlet . and outlet is sealed with tar• -,taper rubber gasket etc. Tdrtk ;has two _dompartments with the.;=l'ar* . r-.-:cQ pagtment closest to the house. v ,maaure; distance and relative diregt..q to: ,f Depth of field. � ft. -" Soil interface raked. Inspection portals at the .end of each trench.. Proper distance to setbacks. Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks removed from wrenches, etc.) S Q 3 g SOH,? Type of pipe used for building sewer line leach field Other ""-Inspection meets regnirPments. Copy form to installer's file if recommendations for improvement were suggested. ACTION TAKEN: V11 Setbacks Well Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch Field -100 25 20 10 50 25 10 10 50 10 5 10 50 10 * 10 Bp ! . JOB EAGLE-- 0bWT$--ElF$: REALTH P.O. BOX 179 SHEET NO. OF EAGLE, CO 81631 CALCULATED Bv 41. 0) DATE CHECKED BY DATE PRODUC7204-t )Single Sheets) 20S-I (Padded) /n�i®mc., Groton. Miss 01471. io Order PHONE TOLL FREE 1-800.225.6380 =I 2078-01 Tax #2107-044-01-002 ' NAM. Lot B2, Ute Forest WASTERVAL JOB NO. P/0 'S17� 1000 Ute Forest Lane, Edwards JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED G S Q � 0 % 5' r / ©S.� l� 14 1" .' "O a Ir/f� 2 U ` � � � # l � %� � � 5'-'� f%�� �c1!Q I o2n - lm /o fez% iN r�'/%7� ed� 4�c C. 2� lei.' c� / oZa+ C•a 4C . A � (z 1?r .J �,�J JQ �♦ =��,�"./ a/ � ✓ J �^/ % 2 /� t9I � �X i S�, G> /iJ ��.X1J''a n� ^�r9 Q �t�,' /PJ /� d c� rot f ✓a � �% Nb �a4� / G JOB COST SUMMARY 1 ^ h e?1�3 r ° SAS ✓? d m ��-, r �,, t""/ , TOTAL SELLING PRICE lo Pe JOB FOLDER Product 278 JOB FOLDER ,1030 N"; , \.\\ i f \\ j / fkD 0 ^0 \ a / �O fi ri_Cil Z 01Cil ji ____ '` ` 't vat I • _- — — - - - t \ � - t - - ,rye ptw� - ,1 ; • - K L. __ _ _ _ - J - - �. - _ _ tt _ \ WER 4k r '4�plAM BLDG SE til a ; O Fr r� 10 AL TWO COMP. �\\H`; \ 1 �� 1 O j CONC. SSRVC TANK w Q — - DIAMETER SDR35 PVC �t�, \\t: tt 1LQ ~ - - - _ CLEANOUT �, X. a` t n"?�` X`� SERIAL D/STRIBU77ON µ T 'CL \ \* vv a '�+ - fix" M� `\\ ,+r'\� C \\ , a e^. N��1- t - - _ _ _ O O SEE DETAIL A -A /�a fir, r a e.\ �\ �\'+ y a �M F U��l \I ,- +' L O � t _yy 1 t r,, INSPECTION PORT c hr ` u — `_ N 14.JI- J...- _� STANQA_RD INF/L TRA TO _ • lie 22 V� • \ \� m Q� 1010 PERCOLA TION TEST RESULTS _ APPROX/ AT�LOCA7i01V\ \ \ \ �• _PR�PosED wATL/NE \ \ \ \ Percolation and soil profile information from a report by HP Geotech, dated May 11, 1999. V ao C14 0) rZ NA toi 00 _ ` �_ ELECTRIC ` t \ \� QES/GN CAL COLA 170NS / 0) TRANSFORMED \ \ \ \ \ 5 w 0 0 ` Design percolation rate T = 31 minutes per inch U N Number of bedrooms - 2 Maximum daily Flow = Qmax 0max = 2 bd ms x 2 persons/bdrm x 75 gallons/person/day x. 1507V • 3 0 GRAPHIC SCALE Qmax = 450 gpd ~ w --- L EDGE OF PLOWED ROAD 1000GALLON CONCRETE SEPTIC TANK_ BY COPLAND CONCRETE OR EQUIVALENT TOP VIEW ---------- ----- i it I I 1I t II � i II L------------J L--------J SIDE VIEW 4'. 90' ELBOW 22-1 /2 ' ELBOW 6' MINIMUM DETAIL A - A N. i.5. L0 BASIS OF ELEVATION: NE CNR, OF TRANS. PAD ASSUMED ELEV., 1000' (PER ARCHITECT) GROUND SURFACE 90' ELBOW INFILTRATOR CHAMBER STANDARD AFIL TRA T OR so .o so SEP FIC TANK o I IL V = Qmax/24hrs x JO hrs V = 56J gallons N rn ( IN FEET) Use 1000 gallon, two comportment precast. concrete tank by Copland Concrete (.0 equivalent - : (.01 inch = 20 ft )�' U x CV i ASSORP 77ON AREA _ m .-. A=QmaxSxVT %©0 0 _ -v/Jl Or rn A = 450155 x 501 3.4 � Based on Applicatio Rate: A = 450gpd/0.45 gpd/s. f. \ A = 1000 s. f. -2-4 Standard Infiltrator Chamber System in a trench configuration with on allowed 50 percent reduction in the absorption area is recommended. Acorrected = 500 s. f. Surface area of one infiltrator Chamber = 15.5 s f. . Use 32 Infiltrator Chambers in trenches as shown -on- the plan. _ NOTES: 1. Bends in the building sewer shall be limited to 45 d9grees. 2. The septic tank shall be installed level. The tank shad have removable covers or manholes to within-8 ` inches of the finished grade, for inspection and cleaning. _ . - _ - � `y,� ��`9 6,,,aA s.;�•. - J. Excavate three (3) feet wide trenches. The horizontal distance from sidewall to side wall between the ' �'1ti/Z.Z2,00 trenches shall be a minimum of six (6) feet.�� 4. The bottom and the sidewal/s of the trenches shall to raked to eliminate smearing. 5. Assemble and install the Infiltrator Chambers in the trenches according to the manufacturers - recommendations., e• Rockfill the sidewall area with native on -site soil for proper support. 7. Bac.«, the trenches with a minimum of 12 inches of tamped soil cover. DRAYW. B ri L.P. 8. Avoid vhicle traffic over the system: - CHECKED BY L.P. 9. All insh.,tions shall meet the rules and regulations of the Eagle County Environmental Health Division, PROJECT NO.: 99108 Chapter 4, It -Yidua/ Sewage Disposal Systems. 10. The Septic =_ - - ,_ sfem Installation sholl be inspected by ;he Design Engineer prior to backf<lling. - DATE.• �12=27-2000 DRAWNC NO.: 99108SOMA/N. D NOTE. SITE PLAN BY MORTER AKER_ COLE ARCHITECTS SHEET- _ ` ,t OF_1 -