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HomeMy WebLinkAbout232 Stag Horn Trl - 194122301005INDIVIDUAL 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. 2236-02 BP NO. 14857 OWNER: JAMES MALERNEE JR. PHONE: MAILING ADDRESS: C/O CORNERSTONE RESEARCH, 599 LEXINGTON AVE., NY, NY 10022 APPLICANT: THOMAS J. KALLENBACH PHONE: 406-586-2289 SYSTEM LOCATION: 232 STAG HORN TRAIL, WOLCOTT, CO TAX PARCEL NO. 1941-223-01-005 LICENSED INSTALLER: VAIL RESORTS DEVELOPMENT, JAMIE PAPPAS LICENSE NO. 45-02 PHONE: 970-845-2528 DESIGN ENGINEER: FLUIDYNE ENGINEERING, THOMAS J. KALLENBACH PHONE NO. 406-586-2289 INSTALLATION GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 4 BEDROOM RESIDENCE 1,500 GALLON SEPTIC TANK WITH A 1,000 GALLON DOSE TANK AND ELIMINITE DENITRIFICATION UNIT PROVIDED BY FLUIDYNE ENGINEERING, 1,550 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 40 DOSED STANDARD INFILTRATOR UNITS IN A SHALLOW TRENCH CONFIGURATION. SPECIAL INSTRUCTIONS: INSTALL THE SYSTEM EXACTLY AS DESIGNED BY FLUIDYNE ENGINEERING AS DEPICTED ON THE PLANS SIGNED AND DATED 12/17/02. PLACE A CLEAN OUT BETWEEN THE HOUSE AND THE SEPTIC TANK. DO NOT INSTALL IN WET WEATHER. SCARIFY ALL TRENCH SURFACES PRIOR TO PLACING THE INFILTRATOR UNITS. BE SURE TO MAINTAIN ALL APPLICABLE SETBACK REQUIREMENTS. ANY VARIATIONS TO THE 12/17/02 PLANS REQUIRE APPROVAL FROM FLUIDYNE ENGINEERING AND EAGLE COUNTY ENVIRONMENTAL HEALTH PRIOR TO THE WORK BEING PERFORMED. CERTIFICATION OF THE INSTALLED SYSTEM IS REQUIRED FROM FLUIDYNE ENGINEERING AND EAGLE COUNTY ENVIRONMENTAL HEALTH BEFORE ANY PERMISSION FOR OCCUPANCY (TCO) CAN BE GRANTED FOR THE DWELLING. ENVIRONMENTAL HEALTH APPROVAL: RAYMOND P. MERRY DATE: DECEMBER 31,2002 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 CREDIT: 1550 SQUARE FEET (VIA 40 DOSED STANDARD INFILTRATOR UNITS, AS PER DESIGN) COMMENTS: THE ENGINEER'S FINAL CERTIFICATION AND AS -BUILT DRAWING WERE RECEIVED ON OCTOBER 25, 2004. THIS SYSTEM IS DESIGNED TO ACCOMMODATE A FOUR BEDROOM RESIDENCE. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHE OMP ENVIRONMENTAL HEALTH APPROVAL DATE: OCTOBER 27, 2004 MAR-c1-2002 05:55P FROM:EAGLE COUNTY ENV HEA 9703288788 TO:914065882335 P:1/1 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 EAGL'E1 "' CO-' ­ 816 31 Eagle (970)328-8755, Fax (970)328-0349, El Jebel (970)927-3823 * FEE SCHEDULE * APPLICATION FEE * .$350.00 * THI$ FEE INCLUDES THE ISDS PERMIT, ,.. 3:ITE'EVALVATION -(PERCOLATION TEST, * SOIL PROFILE OBSERVATION) AND FINAL; INSPECTION -- * ADDITIONAL FEES... MAY BE ..CHARaED...IF .&. RR,INSPECT:XQN ,IS.,,.NRCES_SARY, OR A * PRE -CONSTRUCTION SITE VISIT t�R 'CONS}[JhTATION ::5"NEEDED". * REINSPECTION FEE $47.00, PRE-CONSTAUCTION'SITE'VI SIT FEE $85.00 * MAKE ALL REMITTANCE PAYABLE TOo,,":EAGLS COUNTY TREASURERR PROPERTY OWNER: "Wa4-' RQs rr.s--Develo metltk j` MAILING ADDRESS: von;.. ��- . % %UPHONE: (970)8,4 APPLICANT/CONTACT PERSON: Thomas'Kallenba*ck�,..P.E F (406)586-2289 PHONE: LICENSED SYSTEMS CONTRACTOR: Jamie Pappas; Vail Re=soft.s. 9`.70)845-2528 PHONE(: COMPANY/DBA: Vail Resorts, Inc.. ADDRESS, P.O. Box 959 Avon, co 81620 PERMIT APPLICATION IS FOR: (X) NEW INSTALLATION ( ) ALTERATION ( )REPAIR LOCATION OF PROPOSED INDIVIDU SEWAGE DISPOSAL SYSTEM: Legal Description: CG S R8W Red Sky R..anch Subdivision Tax Parcel Number: 1q4192 0�10af Lot Sizes 10 Q43 acres Physical Address: Lot 65 of Red.'Sky Ranch Subdivision BUILDING TYPE: (Check applicable lic able t,egory) ' (X) Residential/Single Family Number.of Bedrooms 4 ( ) Residential/Multi-Family* Nuer of Bedrooms ( ) Commercial/Industrial* Type *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check appl'cable category) ( ) Well ( ) Spring )�,$urface (X) Public N unAli :�// / APPLICANT SIGNATURE: Date: IsoZ AMOUNT PAID: �`� `'--RECEIPT1� # DATE : 60 Q CHECK #: CASHIER: F L U I D Y N E Scientists • Engineers Inventors Sept. 13, 2002 Ray Merry Eagle County Environmental Health 500 Broadway P.O. Box 179 Eagle, CO 81631 Re: Lot 65 Application for Individual Sewage Disposal System Permit Ray Merry: Included in this submittal are the application and supporting plan sheets to obtain an ISDS Permit for Lot 65 of the Red Sky Ranch Subdivision. Please note that the tank configurations (septic, dose, and denitrification unit) shall be placed outside of the building envelope. The building sewer must stub out from the building to maintain at least'/4" per foot of slope. 90 degree elbows should not be used in the building sewer configuration, instead 90 degree sweeps or 45- degree fittings will be acceptable. The submittal includes the following items: • Completed Application for ISDS Permit • Submittal Fee of 350$ • Site Plan • Wastewater System Detail Sheets Please call if you have any questions or need any further information. Sincerely, Adie Phillips Cc: Jamie Pappas F L U I D Y N E Scientists Engineers Inventors December 17, 2002 Ray Merry Eagle County Environmental Health 500 Broadway P.O. Box 179 Eagle, CO 81631 Re: Lot 65 Signed Plans Ray Merry: Included in this letter are the signed and stamped plans for lot 65 Red Sky Ranch. Sorry for any inconvenience this may have caused. Please call if you have any questions or need any further information. Sincerely, Adie Phillips 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: December 31, 2002 TO: Jamie Pappas, Vail Resorts / Red Sky Ranch FROM: Eagle County Department of Environmental Health Raymond P. Merry, REHS Director RE: Individual Sewage Disposal System Permit #2236-02 Tax Parcel #1941-223-01-005, Lot 65, Red Sky Ranch Property Location: 232 Stag Horn Trail, Wolcott, CO., Malernee residence. Enclosed is your ISDS Permit #2236-02. You will be receiving the construction plans from the engineer with the permit image on the fron page. The permit 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. Due to the onset of winter, we anticipate your installation to occur after March 15, 2003 when our ISDS program is expected to resume. Please contact this office in the spring of 2003 to update us regarding your construction schedule so we can prepare to provide you with the best service possible. Please note that our ISDS Permit specifications are typically minimum requirements only and should be brought to the property owner's attention in case they may wish to install a system capable of handling larger wastewater flows. This permit does not indicate conformance with any 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 us at (970) 328-8755. cc: ISDS file # 2236-02 Fluidyne Engineering Chrono file Dec. 02 OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE:800-225-6136 www.eaglecounty.us October 27, 2004 James Malernee Jr. c/o Cornerstone Research 599 Lexington Ave. New York, NY 10022 EAGLE COUNTY RAYMOND P. MERRY, REHS Director RE: Final of ISDS Permit #2236-02, Tax Parcel #1941-223-01-005. Property location: 232 Stag Horn Trial., Wolcott, CO. Dear Mr. Malernee; 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 dare 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: Educational Brochure Final ISDS Permit cc: files, October 2004 Chrono file 500 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 10/125/2004 MON 14,12 FAX 406 586 2335 fluidyne -)44 RAY MERRY a 2001/006 F L LJ P c' 'Y .._ Scions i'II rrgirccrs - --forr, FACSIMILE TRANSMITTAL SHEET TO; FROM: COMPANY- DATE: ti 2� 0 FAX NUMBER: TQTAF N OF PAGE5 INCLUDING COVER: PHONE NUMBER: PHONE;: 406. 586. 2289 ._._.... RE :............. - . _.......... _.._..... _._..............- 1 (0, (,i I.INIv �'I}�1.✓'r 11-h� .. ..... __..... .. _..—...... ......... FAX. 406.586 .2335 ❑ UP'GENT ❑ FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY NOTES/COMMENTS: bLAC!<W00F) ROAD-F2,07E-MAN, MT ;'. 7 1 •1 gl-IDNF.�-oG.SaE•z%�� rA�:-�o6.;s6.z,,, LMAUJNj=0o)f=i (111�`rNEFNC Ii�IT:'_P_R!Nt,.C'.c7h4 lx'EESITE:LfDYNF_L.NC���`J��i:�Nf,.C.(?�vI 10-25-04 14:07 TO:ENVIRONMENTAL HEALTH FROM:406 586 2335 P01 10 / 25;`2004 NON 14 ;13 FAX 406 586 2335 f luidyne -)-i RAY MERRY ZQOIn Ub$G 'ON aotl 6Z:TT NOR Pool/9z/oT 4 003/006 V A I L R E S Q R TT S October 25, 2004 Adie Phillips Fluidyne 533 Blackwood Road Bozeman, UT .59718 Q E V E L U P M E N T C 0 M P A N Y RE: ISDS Permit 42236-02, Building?&Mait #14857 Dear Adie, This lettar is to inform you that I have eonpletetl the ISDS testing regztzreznents at Red Sky Ranch -Lot �5. The water tightness and presswre sq%drt tests were perfQrmed as di e,ded by Fluidyne and are discussed below, Septic/Dose Tank Water T3 h ess Vest This test was actually perfozmed by Jamie Pappas in July 2004 and, my inspection on 10/25/04 indicates that the tanks are still completely fall_ Therefore, there has been zzo apparent leafage over the last three -months. girt Tes# On thc. morning of 1.0/25/04 I verified that there Zva.s equal pressure distribution to each of the fOUT dxarn field laterals for this system. Earh lat=l squirted a stream to a height of between 4.5 and 5.0-feet above ground le�rW through a 3/16-inch hole. As-Ruilt))ranju This system was built per Fluidyne's speczfloations but the loeatio za of the tanks were xnodiged slightly to accommodate field aonditims. Attached is the swing -tie information for you to prepare an as -built record &aw,ing. Using this info=ation, I axe requesting that you prepare a stamped letter addressed to Ray Merry at Eagle County VM;Qying completion of this ISDS so that the builder can schedule a final certificate of occupancy inspection. Si:acerely, '4YAM RESORTS DEVFLOPIVMNT COMPANY Deb DeOrausaz, P.E. Senior Project Manager VwLL RcnarrQ Wd P,r wi* D-clagment Company • 137 BendtmaA Reed , Po®t Office B,, 959, Avon, Colorado 81620-r 059 • (979) 845-2Sa$ - L. (4701 S45.2SS5 . ww wAtrao'tom Vail + P,eavcr Greek° • 13reeken:id5o Kg1MxkF-0 • Heavenlyv' A P�OK CAt , Bachekr Gulr ho Red. Slty Ranch'" Y ..1.,,.- v.r. n.rr .�.a m... Z 119E ' u Aga s AMV/, &U:0I booz Q 10-25-04 14:08 TO:ENVIRONMENTAL HEALTH FROM:406 586 2335 P03 10'25%2004 MON 14:12 FAX 406 586 2335 fluidyne -)+) RAY MERRY � 002/006 F L U I D Y• N E _.cientlsty E n g I n e e r s Invar,Icrrs October 25, 2004 Eagle County Environmental Health Department Ray Merry, Director 500 Broadway P.O. Box 179 Eagle, CO 81631 1 Subject: Red Sky Ranch Lot 65 Certification of Completion ISDS ##2236-02 Dear Ray: Please accept this letter as confirmation of completion of the components serving the' Red -Sky Ranch Lot 65 individual septio system. This system is comprised of a 1500 gallon precast concrete septic tank, a 1000 gallon precast concrete dose tank, an -Elimir te@-unit,—and Vail Resorts Development Co engineer Deb DeCrausaz, P-E., tested the system. The certification process involved a leak test on the septic and dose tanks and � squirt test on the drain field_ The certification letter is enclosed. ' The inspection and testing reveal the functionality of the system and its ability to,support the treatment of wastewater:_ This letter serves as a certification of the system, that it is operative to provide wastewater treatment and that it was built in accordance with the plans. Please call with any questions_ Respec Lilly, ' Thomps J. Kallenbach, P.E. Cc: Deb DeCrausaz,.-P,E. ,ri: Ar Rv _ v 31 J �✓ �] M sttt4 �OJAI, 10-25-04 14:07 TO:ENVIRONMENTAL HEALTH . FROM:406 586 2335 P02 101'25!2004 NON 14:13 FAX 406 586 2335 fluidyne 34-) RAY NERRY &041'006 tooIM [OttL -OK H0rJ UZ:TT NOR tOOZ/SVOT CUTE�J ' ti /11 y ` RCEJ '� � PRFS�R'vED . i R \ 20' UNDERGROUND Et,ECTRlD EASE�s!:_t BOOK 573. PAGE 21 l ! AGE 825 it � � � � • I A- f t + 'LAI ALS Avci SS \ q c'$N AL PRECAST Y.. IN ILTF2A dR T THA A 6ER TE 0SE ANK q �' IRIVI RT V'_ , �', c:• a W 70,35 7 50 GALL%N, ^, P CA�.TETIO ,TANK.•�_ 76 i _ y` INVE: IPA 7 4 7. 75 \ SL-}= t 1� DIM E V,N7 09, r \w GL'T f I VERT OL1I" 25.7 tk BE, JV IL 11 1 EAN S" T ( £ d ..08£ 'ON, _ .'A30 MOM VA V$E;0 ()H 'GZ '100`.- . 10-25-04 14:08 TO:ENVIRONMENTAL HEALTH FROM:406 586 2335 PO4 Jj 00 Co 40' 1 Ov Qa-- .4c - ------------- P I UJ 0_5 N� i2—L4j 0 gg, po \0 V` A 0 (o 00 -99,/ t, ---- - ----- C/3 0 1,j co Lij ll� (a_Gq b- C tij V) ----------- Al 0r 41 - --------- - - - - ---------- AP ------------- F L U 1 D Y N E Scientists Engineers - Inventors ►`7 October 25, 2004 Eagle County Environmental Health Department Ray Merry, Director 500 Broadway P.O. Box 179 Eagle, CO 81631 ! Subject: Red Sky Ranch Lot 65 Certification of Completion ISDS #2236-02 Dear Ray: Please accept this letter as confirmation of completion of the components serving the Red Sky Ranch Lot 65 individual septic system. This system is comprised of a 1500 gallon precast concrete septic tank, a 1000 gallon precast concrete dose tank, an Eliminite® unit, and .1.550 sq ft of drainfield credit area. Vail Resorts Development Co engineer Deb DeCrausaz, P.E., tested the system. The certification process involved a leak test on the septic and dose tanks and a squirt test on the drain field. The certification letter is enclosed. The inspection and testing reveal the functionality of the system and its ability to.support the treatment of wastewater.. This letter serves as a certification of the system, that it is operative to provide wastewater treatment and that it was built in accordance with the plans. Please call with any questions. Thomas J. Kallenbach, P.E. Cc: Deb DeCrausaz,..P.E. zoo In [OttL •ols sor] sz:TT KOK toozr5zior V'A 1 L R E S O R T S D E V E L O P M E N T C O M P A N Y October 25, 2004 A.die Phillips Fluidyne 533 Blackwood Road Bozeman, MT 59718 RE: ISDS Permit 92236-02, Building Permit #14857 Dear Adie, This letter is to iaform you that I have completed the ISDS testing requirements at Red - - Sky Ranch -Lot 65. The 'water tightness and pressure Squirt tests were performed as directed by Fluidyne and are discussed below, Septic/Dose Tank Water Tightness Test This test was actually performed by ramie Pappas in July 2004 and my inspection on 10/25/04 indicates that the tanks are still completely full_ Therefore, there has been no apparent leakage over the last three -months. Squirt Test Ou the morning of 10/25/04 I verified that there was equal pressure distribution to each of the four drain field laterals for this system. Each lateral squirted a stream to a height of between 4.5 and 5.0-feet above ground level through a 3/16-inch hole. As -Built Drawing This system was built per Fluidyne's specifications but the locations of the tanks were modified slightly to accommodate field conditions. Attached is the swing -tie information for you to prepare an as -built record drawing. Using this information, I am requesting that you prepare a stamped letter addressed to Ray Merry at Eagle County verlfyAng completion of this ISDS so that the builder can schedule a final certificate of occupancy inspection. Sincerely, VAIL RESORTS DEVELOPMENT COMPANY Deb DeCrausaz, P.E. Senior Project Mauager VAIL R660OTW Vail Resorts Development Company - 137 Benchmark Road . Po9t Office Box 959 . Avon, Colorado 81620-09$9 - (970) 845-2525 - &x (970) 845-2555 . www.vrdc.com Vail . Beaver Greek® . Breckenridge - keystone® - Heavenlyt - Acrowhead® . Bachelor Gulch® . Red Sky Ranch"° m..... .S Club"' Ga 'Aar ci QnHA ' iAIWCC:ni +7nn7 'c7 'Irin a \ '20' UNDERGROUND ELECTRIC EASEMEN \ BOOK 573, PAGE 21 \ BOOK 567, PAGE 825 N PRECAST OSE TANK G LL`N PRECAST ESEPTIC TANK 6b vole 30 15 0 30 SCALE 1"= 30' T O tL a m 0 � z Za� U Y w V1cc w '. N U b w w w [ w " Zc • a 0 e • \ o w W R1 ,o \ \ QI W h \ a. a �^ � a W B 6 ZIN �- wv y o \ \ \ NiN I \\ NN NOV L \ ` N M1 \ \ \ 1 \ iN J \ \ i \ �_. \ ;--A&ESS iASEMLNT i \ \ DR�INAG ; EASE' ENT \ I ': r' UTII 'T`Y E StMEI�T \! ADDRESS � \ \ k MARKER 1 ` v -- NOTE: UTILITY ShRVICE4 It TO HOUSE ROUTED F j ALv G DRI SWAY �. ON EXISANG TREES tt i i TO BE, PRES�RVED _ � 1 i � CEN TI]iRLI N I OTC PA ACRES 3E � RAINA E UJI LI TY \\ KALE e, 33633 o 2 S/0 AL 1HC?A4A5 J, KA--rN ACH P,e, TH15 5ff OF P1.-AN5 I5 NOS' FR CON5M,I WN UW 55 MOICf ENCIIMM 5EAL AW 516NA11 15 AGr1vr' I V A,Nv AVJA41.1V IT WAIF 155' Vn Ol EA(1-E COIA"IN 12EI'APi"IVIENT,15 FO5-TC2 *IT, TH15 5Ff OF MAN5 AN1p55PECIFIC[AlIION}�5�FI E MEN PIVAITli FR THESIN6I��.A}K'.1'�I-WO5E OF 12EM/ 11 6 VI VN6INLLFfIVN IfL ELF Vi�5 1 h. if IL• IVYAS I Ia Lh� i f\I Yffi N 511 tYA G11F\ tf /�i �6VF.I k LO0r 65, MI; A51''ECf5 OF MEN PITPAITPLNMl ff TON51PLE CHPIZ�iI: OF 0 �5t 1 ` \\ \' \ \ N. \`\\'\\ \\ \ \\ \ `\, \ \\ NN \� 9IN \ �\ S \ \\ N \ \ 20' UNDERGROUNDLECTRIC EASEMENT BOOK 573, PAr 41 BZS�—P A 5 4 LAT ALS '\ \ 181 24'" D'EEP \ \ RE.. \ \ GRAVEL SS \ \ `t LOON, ,OC ;JAL P 1=; A T \ N LON ,, ATE DOSPE INrILTRA 0R CHAMBER \ RIM ELEV 7E`c�4-a7. `\ 64 sq. fTOTAC\ \ m \\INVERT\t�lid� 76�0.35 ,\ '\ 1,5N GALL`Ikj F CAST I \ `\ CON( ETE TI .TANK l RIME EX 76 4. \ - l\ IN' VER N, if\rr 76/0 \tRw EI;EV. 7k29.50 INVERT\,OUT 1\rP25.7 Ac, LI `vViV EE\VL " CP DEER" ELEV= 7603.27 A COMPONENT DETAILS SHOWN ON SHEET C3.0 & C3.1 EXALT LOCATION OF THE TANKS MUST BE DETERMINED WITH THE REQUIREMENTS THAT THE 1/4" PER FOOT SLOPE BE mt-M4 1 AINED, AND THE TANKS REMAIN OUTSIDE THE ESTABLISHED BUILDING ENVELOPE F BUILDING SEWER MUST BE AT AN ELEVATION TO N \ \ \`, \ \ \.. \ t MAINTAIN A MINIMUM 1/4" PER FOOT SLOPE SEPTIC TANK 4\� BETWEEN BUILDING SEWER AND THE INLET I> - . T (TYP.) \ o \\ 0- ' \\ � VQom\ .. ` "'A I� 90 \ SITE�WNCHMARK 1 /4 SEC I)N CORNER 22 \, \. 3f2" USLBRASS C P ON' \ RON ,PIPE ELEV= 7�-U.74' �1 t \ LOT 65 10.043 ACRES ' so g 1 El THESE PLANS ARE TO DEPICT THE WASTEWATER SYSTEM ONLY A r r ARCHITECTURAL PUTS ARE TO BE, YROV-10GD i Gwathmey Pratt Schultz Architects, p.c. 1000 S. Frontage 4d. West Suite 102 Vail, Colorado 81657 Tel: (970) +76_11+7 Fax: (970) 476-1612 Ly U- %L 4-1 9, EUMNITE@ SYSTEM SUPPLIED ♦a 1 i DU' lE 1_ - B i F'Luiu r'I�t mc. FILTER FABRIC MIRAFI 140N (OR EQUIVALENT) CONNECTION TO ELIMINITEO UNIT USIN 4" X 2" REDUCING COUPLING 20" DIA. LID INSULATE BOTTOM OF LID -2" EXTRUDED FOAM INSULATION PROVIDED BY FLUIDYNE Inc. INSTALLED BY 1" TO 1 1/2" GRAVEL FILL OR USA PATENT No. 5534147 & No. 5676828 AROUND ENTIRE TANK 2' CONTRACT MINIMUM WIDTH ELIMINITE® UNIT COMES COMPLETE AND READY TO I"dSTALL. CONTRACTOR TO MAKE GONNEGTION TO 4" CONNECTION TO ELIMINITEe UNIT SEPTIC TANK RETURN LINE AND 4" DOSE LINE. ALL USING 4- OTHER PIPING SHO:r'N ON ELIMINITE� UNIT IS PROVIDED COUPLING X 1 1/2" REDUCING BY FLUIDYNE Inc. i50(3 LLt3ii PRECAST CONCWI—r t'3t3` AL CO MPARTMEN7 SEPTIC TAW INSULATE BOTTOM OF LIDS (TYP) ADE 4" 0 SCH 40 PVC SANITARY TEE, RETURN 'LINE FROM E' MIN'T1-0 ulvL_ 1 ♦ L_u rl 1 c.. DRAIN 4"$0 SCH 40 PVC FROM RESIDENCE 1/4- PER FOOT, MAINTAIN MINIMUM SLOPE a A M7AL SCALE: 1/2" = 1, 28" LD. RISER GREEN FIBERGLASS, INSULATED, LOCKING LID (TYP OF ALL LIDS) d f_,---ANSTALL TEEf_ __-------________ �-_ _- -- - iI L 1 � � 18" BELOW USE TEE OR LIQUID LEVEL CONCRETE BAFFLE __i :e v .. d. e d e A. CONNECTION TO — ELIMINITEO UNIT USING 4" X 2" REDUCING COUPLING CLEAN OUT 0 I 4"o SCH 40 'VC SANITARY TES, RETURN LINE FROM ELIMINITEO DRAIN RAW SEWAGE LINE FIOM RESIDENCE LNT SUPPED BY FLUADYNE kip- 4" SCH 40 PVC S1 OPE TO GRAIN TO SEPTIC TANK wo GALLON PRECAST ^^N ,n' iE SEA iiC TAB` 4"0 SCH 40 PVC FROM DOSE TANK. SLOPE TO DRAIN. y 1 LB BODS / DAY SLOPE 1/4" PER FOOT 4"0 SCH 40 PVC 2" THICK EXTRUDED CLOSED CELL, SUBGRADE INSULATION (TYP) -- 4' WATER TIGHT — JUNCTION BOX 1 1 /4" PVC UNION DRILL 3 '16"0 WEEP HOLE a, c� 1 1 /4"IP SGH 40 PVG ELBOW TO ELIMINITEO UNIT --�-� SLOPE TO DRAIN 1 1 /4" D SCH 40 PVC--,, G � I U HIGH WATER_ ALARM Or -- ---RAIN i LD ON DRAINFIFLD OFF +� ELIMINITEO TIMER CONTRACTOR TO PROVIDE TANK BEDDING IN — MA A",Ti i MANUFACTURER RECOIviMMEIv'DATIO":S. CONTRACTOR SHALL SUFFICIENTLY BED PIPING INTO AND OUT OF TANKS TO PREVENT SETTLING. 13 CONNECTION TO ELIMINITEO UNIT USING 4" X 1 1/2" REDUCING COUPLING MIN. 20' SECTION OF 4" SCH 40 PVC SLOPE TO DRAIN BACK TO DOSE TANK 4" X 1 1/4" REDUCING COUPLING GRUNDFOS KP 250 SUBMERSIBLE EFFLUENT PUMP HYDROMATIC SP 50 SEWAGE EJECTOR PUMP a iw,- I i, e C) A It N U i - e GRUNDFOS KP 250 SUBMERSIBLE EFFLUENT PUMP TO ELIMINITE@ UNIT INSTALL "PIGGY -BACK" FLOAT T --� RECIRCULATION PUMP FOR LOW TER CUT-OUT HYDROMATIC SP x SEWAGE EJECTOR PU TO FORCEMAIN -FLOAT SWITCH FORCEMAIN TO ABSORPTION FIELD -- 2" SCH 40 PVC UNION SOLVENT / CEMENT PIPE JOINTS. SEE NOT 3, THIS PAGE. TYPICAL FOR ALL FITTING / PIPE CONRirrTIO It, VV1— IVl J. �- 2"0 SCH 40 PVC FnRCEMAIN TO DRAINFIEL D. —DRILL 3/16" WEEP HOLE — 2"0 SCH 40 PVC rAc71 i=if A i �i SEPTIC TANK: 1500 GALLON PRECAST CONCRETE SEPTIC TANK DOSE TANK: 1000 GALLON PRECAST CONCRETE DOSE TANK ELIMINiit�+ UNIT: PROPRIETARY NI—IROGEN REMOVAL SYSTEM. SUPPLIED BY FLUID'T`NE Inc. USA PATENT No. 5534147 AND No. 5676828 DOSE PUMP: HYDROMATIC SP 50 SEWAGE EJECTOR PUMP DOSE PUMP CONTROLS: SIMPLEX CONTROL PANEL EQUIPPED WITH AUDIBLE / VISIBLE HIGH WATER ALARM RECIRCULATION PUMP: GRUNDFOS KP 250 SUBMERSIBLE EFFLUENT PUMP RECIRCULATION PUMP CONTROLS: SUPPLIED BY FLUIDYNE Inc. DRAINFIELD FLOAT ASSEMBLIES 3 ANCHOR MINI -FLOATS, OR EQUIVALENT G� i�t. l 1 1VEJ 11=� 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY IDENTIFYING THE LOCATION OF INDIVIDUAL COMPONENTS OF THE WASTEWATER TREATMENT AND CONVEYANCE SYSTEM SO THAT CONSTRUCTION TRAFFIC AND EQUIPMENT IS ALERTED TO THE PRESENCE OF I THESE UNDERGROUND UTILITIES. AT NO TIME WILL ANY EQUIPMENT OR MACHINERY BE ALLOWED TO OPERATE OVER ANY PORTION OF THE WASTEWATER TREATMENT OR WASTEWATER CONVEYANCE SYSTEM UNLESS THAT PORTION OF THE SYSTEM HAS BEEN SPECIFICALLY DESIGNED TO WITHSTAND THE LOADING OF SUCH EQUIPMENT. 2. ALL ABSORPTION FIELD PIPING AND FITTINGS SHALL CONFORM TO ASTM D1785 SPECIFICATION FOR PVC PLASTIC PIPE SCH 40, I3. PVC TO BE JOINED w/ PRIMED SOLVENT/CEMENT WELD JOINTS. PRIMER 1 MUST IMPART A SALIENT COLORATION TO THE COMPONENTS BEING CEMENTED. FITTINGS PRIMED w/ COLORLESS PRIMER WILL BE REJECTED BY THE ENGINEER AND REPLACED AT THE CONTRACTORS EXPENSE. 4. PREPARE BEDDING FOR SEPTIC TANK AND DOSE TANK ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 1 5. CONTRACTORS SHALL PREPARE ALL BEARING SURFACES TO A TRUE AND LEVEL IrNE PRIOR TO ERECTION. STRUCTURE BEDDING SHALL MEET THE MANUFACTURER'S REQUIREMENTS. ALL SUPPORTS OF THE PRECAST STRUCTURES IRES SHALL BE ACCURATELY LOCATED AND OF REQUIRED SIZE AND BEARING MATERIALS. TANKS SHALL BE INSTALLED LEVEL. 6. SUBGRADE ELEVATION NOT TO VARY BY MORE THAN 1/2" AT ANY LOCATION. 1 7. DO NOT INSTALL TANKS ON OR BACKFILL WITH FROZEN SOIL. 8. SLOPE ALL PIPES TO DRAIN. 9. CONTRACTOR TO INSULATE PIPING THAT DOES NOT DRAIN BELOW FROST PENETRATION DEPTH. 1nV. THE uAN"FArniRER SHAI E PROVIDE iuIl�T!NG INSERTS. 11, V 11V V-1 Jl L1 v 11, PRECAST CONCRETE STRUCTURES SHALL NOT BE TRANSPORTED AWAY I FROM THE CASTING YARD UNTIL THE CONCRETE HAS REACHED 75% OF THE MINIMUM REQUIRED 28 DAY COMPRESSIVE STRENGTH AND A PERIOD OF AT LEAST 5 DAYS HAS ELAPSED SINCE CASTING, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. 12. SEALANT FOR JOINTS BETWEEN PRECAST SECTIONS SHALL BE FLEXIBLE BUTYL RESIN SEALANT CONFORMING TO FEDERAL SPECIFICATION SS—S-210A AND AASHTO M-198—B. j 13. TANK SHALL PASS A 24" HOUR WATER TIGHTNESS TEST WITH NO MEASURABLE DROP IN 24 HOURS. TANKS NOT MEETING THIS I REQUIREMENT WILL BE REJECTED AND REPLACED / REPAIRED AT CONTRACTORS EXPENSES. I 14. CONCRETE DISPLAYING "HONEYCOMB" FINISH OR CRACKS WILL BE REJECTED AND REPLACED AT CONTRACTORS EXPENSE. 15. NO CONTRACTOR, SUBCONTRACTOR OR ANY OF HIS EMPLOYEES SHALL ARBITRARILY CUT, DRILL PUNCH, OR OTHERWISE TAMPER WITH THE PRECAST CONCRETE STRI CTIIREC 16. CONTRACTOR TO PRESSURE TEST SYSTEM IN PRESENCE OF THE ENGINEER. 17. SUBSTITUTIONS TO THE DESIGN ARE TO BE EVALUATED BY FLUIDYNE INC AT CONTRACTORS EXPENSE. 18. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THESE PLANS, ANY CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY FLUIDYNE INC. o¢—ztTgpyl 6 w Z 0 2 +i F-�w{t-J�3 ♦� wWo LLl .i, w N! ¢ _ Z C>2C� moammZ�o Z ° o�<°DaW ;Wo`: csir¢oaamo e� ' V H B IxTAL SCALE: 3/4'. = 1' 62'-6" / 1 1 /2' 0 SCH 40 PVC LATERAL MUM NOTES: - f - I � i � -_ --1 1 /i SCH 80 PVC UNION WITH ORIFICE PLATE FORCEMAIN: APPROX. 15' OF 21 SCH 40 PVC PIPE. MANIFOLD- 1 1 1/2"0 SCH 40 PVC END MANIFOLD 30' IN LENGTH r- INSPECTION PORT (ONE PER LATERAL) -- -- ----------- -- -- ------ - -- ------ ----- -------------- - - ---- - - \� 1 1/2-0 SCH 40 PVC ELBOW LATERALS: (4) 1 1/2"0 SCH 40 PVC 62.5' LONG PLACED ON 10' CENTERS / „ ORIFICES: 1 1 2 SCH 40 PVC MANIFOLD (12) 3/16r0 ORIFICES PER LATERAL DRILLED 5"1 O.C., ---- -- = -- -- --- ! _- - - ------ -- - _ --- --- - -- - - - -- -- - - -- DRILL 1st ORIFICE ' i 2.5 FROM MANIFOLD. DRILL LAST ORIFICE - -- ON BOTTOM OF PIPE,(SEE NOTE 5 SHEET C3.1) An l ! i CHAMBERS: (40) STANDARD INFILTRATOR CHAMBERS AND (8) ENDCAPS. I I Q - � IN k_ DRAINFIELD FLOAT 3 ANCHOR MINI -FLOATS - ' z a Q —f � No�Q� 1� II I ASSEMBLIES: J ?.rC, -✓xw� t �Q �� wt<,a �1-te= o rrzzw --VALVE BOX {TYP) � _ � � La 2 � r .`� ----------- i i UI 4 PLATE CAE DILLNG SC FEX) F SEGMENT/ i LATERAL NUMBER MANIFO D + L LENGTH LATERAL LENGTH ORIFICES PER LATERAL ORIFICE PLATE DIAMETER 1• N/A 62.50' 12 N/A 2. 10, 62.50' _[=12 1 1 /2" 3. 10' 62.50' 12 1 1 /16" 62.50' 12 Q a4. zn m d Z W j to 0 Q a r3w(�O�a w W m� U S Ow p W1- U m c> Lt M O UJ 10 ---- - -- - -- - -- 1 ----- - - - - ------ -------- -1-------------------------- --- ---------------L--- 1 I - - - --- - i 1 N Lu 1 1/2"0 SCH 40 PVC MANIFOLD TYPICAL U1�N PLATE owcE iL I 1 1/2"0 SCH 40- PVC LATERAL PLACED ---- - - -- ,-- - . --- - ----- - - - -- _. ----- --- --- - r--- - -- ' " PLACED INSIDE SCH 80_ P-V-C UNION 20 SCH 40 PVC TEE � Go �REDUCING COUPLER �IN TNICKNi LL 2" TO 1 1/1 SCH 40 PVC \ J ------- _. - _- - - -- - NIm C: _. -- - 2 0 SCH 40 PVC FORCEMAIN N -�- - 1 r SCALE: 1 /4" = 1' i o_ 0 \ \. n V a} THREADED CAP APPROX. 1" BELOW fVFLTRATOR DETALS - --f tORIFIGE DRILLED ACCORDING TO SURFACE TO BE MARKED WITH A PIECE #4 REBAR (10 REQUIRED EACH TRENCH) f—STANDARD INFIL 1 RAT R UNION PLATE ORIFICE DRILLING SCHEDULE OF 14 REBAR, FOR LOCATION W/ METAL DETECTOR, (REBAR IS APPROX. -� TES: m d j 2" BELOW FINISHED GRADE). / 6"0 CIRCULAR VALVE, BOX (ORBIT PART T _ = t - --+ 1 SCARIFY TRENCH BOTTOM WITH HAND RAKE. �\a' N0. 53021 OR EQl1IVAi`ENT OVER = FLUSHING VALVE. USE PVC 6 0 PIPE T C _ TO AVOID DAMAGE TO NATURAL SOIL I f EXTEND VALVE BOX FLUSH,Y�ITH � - - — - STRUCTURE, PERSONNEL OR MACHINERY i 1/2" SCH 40 THREADED GAP `""� / - — - - SHALL NOT BE ALLOWED ON INFILTRATIVE 4_ FINISHED GRADE. 75" SURFACE OF DRAINFIELD TRENCH 1 1/2" SCH 40 THREADED UNION -�f � ` 3 INFILTRATOR ENDCAPS & CHAMBERS SHALL N !f nr SI-d"I Inrn / CI IrrI-Rorw C`nnrim I 1 1/2" SCH 4(} 45' BEND ----1 1/2" SCH 40 PVG IEE. DC JCI,VRCU YV� JCICCIRVI.R 3-rxr-"J. CG A 1 1 PIPE uOINTC TA $L_ C�,Dr1-, A REn / FOLD NOTES u' PILL 13 Ili L F,Lr r'1 U .. � ACCORDING TO SECTION 3.3, (f) LAST ORIFICE POINTED DOWN (6:00). SEE NOTE 5. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY IDENTIFYING THE LOCATION OF 1 I 4 1 SHEET C3.2 jam— T 1\nn i n ►1r ITC` B T41r 4!! &` tf/ TO T CLEARLY n N irT A L Tr l rlvDlvl�i�AL �.uMrOlvci4�i Or riL vvAJTEvrAILR IRL/iiML-NI AND CON EYANCE SYSIClip ` SO THAT CONSTRUCTION TRAFFIC AND EQUIPMENT IS ALERTED TO THE PRESENCE OF TurcC I uL-I\QI'L v I(� II I IT1EC AT r,In Ti►�C t�nl r AI,�v CQIIID'1EA'T OR MaCulnle av BE 1 1/2 SCH 40 PVC BALL VALVE � , \\ l THESE 1 INDE \VI\ MY 1 II 1 It J. i NO 111 L rILL ANY L 1I 1 tY 1Y OI 1 Pl i IINER 1 j ALLOWED TO OPERATE OVER ANY PORTION OF THE WASTEWATER TREATMENT OR PVT✓ I IPE FOR INS('ECTiOlV F�QRT DRA�VF�LD FO IylAN TENCH DETA L ` cT�w a n ��ve r� cvcrc� � � c THAT PORTION c SYSTEM HAS BEEN WA WASTEWATER , ,AT , RTI O, THE , S , Ltd, AS CLOSED DUtZiPiG NORMAL � ,,--ba0 � M/ CIRCULAI? VALVE BOX FLUSH WITH T DETAL OPERATION. SEE NOTE 8. � , FINISHED GRAPE - ONE PER LATERAL. —MOUND NATIVE BACKFILL T SPECIFICALLY DESIGNED TO WITHSTAND THE LOADING OF SUCH EQUIPMENT, I INSTALL STANDARD INFILTRATOR / D END PLATE. BORE 2" HOLE TO \�\\� `� ` „/ //�//\j\\ \ !\ COMPENSATE FOR SETTLINGI r , „ 1 ,\/t,,/ �,. MINIMUM_1 FOOT COVER 0 2. ALL ABSORPTION FIELD PIPING AND FITTINGS SHALL CONFORM TO ASTM D1785 ALLOW PASSAGE OF FLUSHING LINES LXIS I It�G INFILTRATOR. ,nr 1r1n A n t r \rn I A inn PIPE r n GRADE f/\/%/\i!\�/\\/�r�`�f\\f \lifl` \ JrCGeFIU��TIvIV rOR PVC, PLHJIE�, riPL SOH 4u. / /\ \ \ i i !9"nt i Ali Dvr i nTTED�f \\�\\%✓ %!f \ �-- `' /\// t 1 f e Y Jaa l Tv t r\. 31 v l /k\%\/\\\%\�\\\/`�%/%!/' '�\ j FLUSHING LINE. SLOTS TO BE CUT / f \ \\\ \\ \i,\\ , " w 1 3. PVt T(� BE .IOINED W/ PRIMED SOLVENT/ VENT/CEMENT WELD JOINTS PRIMER / I PIPE SUPPORTED BY �r //\// �/ / 1 1/2 S� SCH. m Z MUST IMPART A SALIENT COLORATION TO THE COMPONENTS BEING 3/16 !MDE & 4 O.C. ON BOTTO►A_ / �_ /�— - N /�\f \�\, 4�l PVC LATERAL \ , ` I\`. W p Q CEMENTED FITTINGS PRIMED W/ COLORLESS PRIMER WILL BE REJECTED BY 1 � � PLASTIC ZIP" 71E. o THE ENGINEER AND REPLACED AT THE CONTRACTORS EXPENSE, SPLASHPLATE UNDER J Jf 1 1/1 SCH, 40 PVC LATERAL iIj LAST f DICE. S11 NOTE 5, / l Q z Ld 4. DISTRIBUTION LATERAL ORIFICES ARE TO BE 3/16.0 AND DRILLED IN A MANNER THAT • \ / < w a� MINIMIZES DEVIATION FROM SPECIFIED DIAM k f U 2 0 SCH 40 PVC DIAMETER. ALL BURRS, CUTTINGS, AND/OR ,� // /;�f ! OTHER MATERIAL ARE TO BE REMOVED FROM WITHIN AND AROUND EACH ORIFICE. ?Q KEEP PIPE NETWORK FREE DO NOT GAP END, nC nr IS PIPF BEDDING ~ `f' � --FORCEMAIN V1 DEBRIS. I1.1 tL 5. ORIFICES ARE TO BE POST TIQNED AT 12:00, DRILL 6th AND 12tn ORIFICE AT 6:00 r BE FREE OF LARGE a o �} STANDARD INFILTRATOR ff �' WITH SPLASH PLATE 1 s CHAMBER. --4" CLEAN GRAVEL ROCKS, SHARP ROCKS, _.._ q. ft. MINIMUM AREA UNDERNEATH IT. ...Icc l I , i OR SAND TREE STUMPS, LOGS, �r .:..•,.;.... i 6. A 1 1/1 FLUSHING LINE, 4' IN LENGTH SHALL BE CONSTRUCTED FROM THE �,rrT,� Y _ .-�K CLEANGRAVEL I END OF EACH LATERAL, ACCORDING TO DETAIL THIS SHEET. TAL �� & OTHER UNSUITABLE SCALE: NTS _ DEBRIS. i x= ::*:: 4 .f -may. F":.i SCALE. 3/4" - 1' � 1 A 7• INFILTRATOR END CAPS & CHAMBERS SHALL BE SECURED W/ SHEETROCK UNDISTURBED SOIL I CREWS. I 1 1 8. ALL FLUSHING VALVES MUST BE OPEiv BEFORE HE DRAINFIELD IS PRESSURIZED I w I-- � xTAL I FOR THE FIRST TIME SO THAT DEBRIS IS PURGED FROM THE PIPING NETWORK. ABSORPTON FIELD TO BE In & TESTED PRIOR TO BACKFILL IN PRESENCE OF SCALE: 3/4" = i' ENGINEER. 9, CONTRACTOR SHALL HAVE 4 EXTRA 1 1/2" SCH 40 PVC THREADED CAPS I� Z ii6OFCILEJ FOR U1I1TLf IIIV. ' Q I 10. INSTALL ALL VALVE I - VE BOXES SO THAT THE LID IS WITH GROUND - ' �--�- - DRAII�IELD SECTION- / I SURFACE. IF NECESSARY, EXTEND VALVE BOX, FROM THE BOTTOM, W/ 6" b jM/\%ij/ PVC PIPF, COMPACT SOIL FIRMLY U ARO .. ND VALVE BOX AND EXTENSION, 191-L PREPARE BEDDING FOR SEPTIC TANK ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. z I i J! i t ` 1e. TI sD\ELNCu BOvTTOvMS ARuF TI RD i F-X/GIn n2 ' z I - \�, 13. SLOPE ALL PIPES TO DRAIN. Q 14. SUBSTITUTIDNS TO THE DESIGN ARE TO BE EVALUATED BY FLUIDYNE_1NC AT --- v \� CONTRACTRS EXPENSE. 15. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THESE PLANS, ANY 3 CHANGES 10 THESE PLANS MUST BE APPROVED IN WRITING BY FLUIDYNE INC. J ;il �__DETAL SCALE: 1 /2" = 1' 4 A If Ill 1 I iNFiLiiA i0i�1/PERCOLAION FIELD CONSlHUCI10N ART 1-GENERAL .1 DESCRIPTION ,NY ACTIVITY ON OR ABOUT THE INDICATED ABSORPTION FIELD AREA IS TRICTLY PROHIBITED. CONTRACTOR IS SOLELY RESPONSIBLE FOP, OMPLYING WITH THIS CONDITION. ANY CHANGE TO THE SITE AAIETHER UE TO THE CONTRACTOR OR BY OTHER WILL BE REPAIRED, IR A NEW ,ITE WILL BE SELECTED AT THE CONTRACTORS EXPENSE. COFACTOR IS ESPONSIBLE FOR ALL EXPLORATORY FEES, PERMITTING COST, IROFESSIONAL FEES AND LIQUIDATED DAMAGES. HIS SECTION CO`JERS THL ,O&N RUCTlOi: OF THE VFILTRATION/PERCOLATION CELLS, INCLUDING CONSTRUCTIO OF PIPING IETWORKS, PURGING/PRESS!!RE TESTING, CHAMBER (NSTALITION, IACKFILLING, DRESSING AND CLEANUP OF THE SITE. 12 SITE PROTECTION .2.1. BEFORE DOING ANY WORK, FENCE OFF DRAINFIELD 2EA. DO NOT )RIVE OVER DRAINFIELD AREA BEFORE OR AFTER INSTALITION OF INFILTRATOR ruAMBFIRS I. IL 1\t•1 I VI I 1 VL \J• 1.2.2 SCHEDULE WORK FOR TIME WHEN DRY CONDITTONSIRE FORECAST -OR ONE WEEK PRIOR TO CONSTRUCTION. ;ONTRACTOR SHALL MAINTAIN ACCURATE SET OF DRAWLS SHOWING "AS 3WLT' CONDITIONS. THESE RECORDS SHALL BE ON SF AND READY FOR INSPECTION AT ALL TIMES WORK IS IN PROGRESS. PART 3 - EXECUTION 3.1 SITE PREPARATION INFILTRATION SYSTEM CONSTRUCTN 3.1.1 THE CONTRACTOR SHALL BE RESPONSIBLE FC IDENTIFYING, ;CLEARLY, THE LOCATION OF INDIVIDUAL COMPONENT1,7F THE NASTEWATER TREATMENT AND CONVEYANCE SYSTEM4 CONSTRUCTION TRAFFIC AND EQUIPMENT IS ALERTED TO THE PRESECE OF THESE E P•9n {D UTILITIES. C NOO T ""RILL ANY �E {T h ,NDLRvI.vUlvu t,TILI!lE�. AT !vv TIME mLL A!v! EQPMLiV! v MACHINERY BE ALLOWED TO OPERATE OVER ANY PRION OF THE WASTEWATER TREATMENT OR WASTEWATER CONVFYWE SYSTEM UNLESS THAT PORTION OF THE SYSTEM HAS BEEN SPECIRQ _Y DESIGNED TO WITHSTAND THE LOADING OF SUCH EQUIPMENT. DAAGE CAUSED BY SUCH ACTION WILL BE REPAIRED AT THE CONTRAG116 EXPENSE. IN ORDER TO PREVENT UNNECESSARY COMPACTION AN 'OIL DAMAGE, IT IS RECOMMENDED THAT EACH CELL IS CONSTRUCTED RDADUALLY, AND BACKFILLED WITH THE SOIL EXCAVATED FROM THE NEXT CELL OTHER CONSTRUCTION METHODS SHALL BE EVALUATED BY TIE E?;GNEER FOR APPROVAL. 3.1.2 TAKE NECESSARY MEASURES TO ENSURE THAT 41CULAR TRAFFIC OR OTHER ACTIVITIES WHICH MAY CAUSE SOIL COMPAGTIfly ARE PROHIBITED FROM DAMAGING THE INFILTRATION AREA. AN' DAMAGE TO THE INFILTRATION AREA WILL BE REPAIRED IN A MANNER ACCEPTABLE TO THE ENGINEER AT THE A @vI TRanTQR S EXPENSE. 113 THE ELEVATION OF EACH CELL BOTTOM IS PROADED OU THE PLANS. LATERAL CELLS SHALL BE EXCAVATED LEVEL AT THE SPECIFIED ELEVATION. 3.1.4 IF SOIL SMEARING OCCURS, WORK SHALL CEASE UNTIL T} E SOIL DRIES SUFFICIENTLY. SMEARED SOIL SHALL BE REPAIRED IN A MANNER ACCEPTABLE TO THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 32 PRESSURE NETWORK CONSTRUCTION 3.2.1 ALL INFILTRATION PIPE AND FITTINGS SHALL CONFORM TO ASTM D1785, STANDARD SPECIFICATION FOR PVC PLASTIC PIPE SCHEDULE 40. 3.2.2 ALL SOLVENT -CEMENTED JOINTS SHALL BE MADE IN ACCORDANCE WITH ASTM D2855, STANDARD PRACTICE FOR MIWING SOL YLN CEMEIV ED JOINTS WITH PVC PIPE AND FITTINGS. PRIMER U,-ED SHALL IMPART A SALIENT COLORATION. ANY SOLVENT CEMENTED JOINT NOT EXHIBITING SUCH COLORATION SHALL BE REJECTED BY THE ?IGINEER AND REPLACED AT THE CONTRACTOR'S EXPENSE. (SEE SECTION Z. PREPARATION OF PIPE SURFACES AND CEMENT PROCESS FOR PLASTIC PIE), 3.2.3 CONSTRUCT THE FORCE MAIN AS SHOWN ( THE PLANS FOR EACH INFILTRATION CELL. TRENCHING, EXCAVATION, ANBEDDNG SHALL BE IN ACCORDANCE WITH SECTION 02221 TRENCH EXCA`IIQIY AND BACKFILL FOR PIPELINES & APPURTENANT STRUCTURES, OFHESE SPECIFICATIONS. FORCEMAIN SHALL NOT BE BACKFILLED WITH STOIi LARGER THAN 3 INCHES. 3.2.4 CONSTRUCT MANIFOLD AND LATERALS AS IOWN ON THE PLANS. 3.2.5 LATERAL ORIFICES ARE TO BE 3/16 INCH 1METEER. ORIFICES SHALL BE DRILLED ON THE TOP OF THE PIPE EXCE THAT EVERY FIFTH ORIFICE SHALL BE DRILL ED ON THE UNDER SIDE OfHE PIPE TO ALLOW FOR DRAINAGE. THE FIRST ORIFICE SHALL BE DRIL) 18 INCHES FROM THE BEGINNING OF THE LATERAL, ORIFICES ARE TOVE DRILLED IN A MANNER THAT MINIMIZES DEVIATION FROM SPECIFIEDAMETER AND MAINTAINS A SHARP EDGE. ALL BURRS, CUTTINGS f/OR OTHER F MATERIAL ARE TO BE REMOVED FROM WITHIN AND AND EACH ORIFICE WITHOUT DAMAGING THE ORIFICE. 3.2.6 FLUSHING ASSEMBLIES SHALL BE CONSTRUCTEACCORDING TO i PLANS; ALL FLUSHING VALVES SHALL aE OPEN; 3.2.7 THE DISTRIBUTION NETWORK SYSTEM SHALL ECONSTRUCTED ON THE BOTTOM OF THE CELLS. 3.2.8 EACH LATERAL IS TO BE COVERE) AND SEWD 10 THE CHAMBERS IN THE CELLS BEFORE FINAL BACKFILUNCAS SHOWN ON THE PLANS (SEE SECTIM lb CHAMBER INSALLAI ON). C".CE THE SYSTEM HAS BEEN COVERED, IT SHALL BE PULED AND PR5SURE TESTED, (SEE SECTION 3.4 PRESSURE TESTING/SYST! PURGING), AND APPROVED BY THE ENGINEER. 3.2.9 EVERY PRECAUTION SHALL BE KEN TO PREVENT FOREIGN MATERIAL FROM ENTERING THE PIPE4ILE IT IS BEING INSTALLED. AT jj TIMES WHEW PIPE LAYING IS NOT 1 OGRESS, THE OPEN ENDS OF PIPE j SHALL BE CLOSED BY A PLUG OR jER MEANS APPROVED BY THE II ENGINEER. CONTRACTOR SHI !'! EAR! AND REMOVE ALL DEBRIS LtTHE C�5\1t�nVI�/I+ JIIAML I t\v 1 THAT HAS ENTERED THE LINES IN PROCESS OF CONSTRUCTION. ANY FOREIGN MATERIAL REMAINING IN )DISTRIBUTION SYSTEM AFTER ICONSTRUCTION SHALL BE REMOVES THE CONTRACTOR'S EXPENSE. 3.3 PREPARATION OF PIPE SURFACES CEMENT PROCESS FOR PLASTIC PIPE JOINING PLASTIC CASING IS A REiELY SIMPLE PROCESS, BUT THE INTEGRITY OF THE JOINT WILL BE INCTION OF THE THOROUGHNESS OF THE JOINING TECHNIQUES. THE VIALS AND TOOLS REQUIRED INCLUDE (AWWA, 1981): 1. A FINE-TOOTHED SAW 2, A MITRE BOX 3. A SMALL KNIFE, FILE, OR BE'; TOOL 4. FINE-GRAINED, ABRASIVE PAI 5. CLEAN, DRY CLOTH OR PAPP•'EL 6. CLEANER AND/OR PRIMER C,E OF IMPARTING COLOR. 7 THE PROPER SOLVENT CEMEI B, A NATURAL BRISTLE BRUSH JXIMATELY HALF THE DIAMETER OF THE CASING BEING NOINN�EE 00 ACII LL C DESIGNEDNTANER APPLICATOR WHICH I I MAY BE INCLUDED I PREPARATION OF THE PIPE SURFACES AND THE ACTUAL CEMENTING PROCESS SHOULD BE ACCOMPLISHED AS LISTED BELOW (AWWA, 1981). BECAUSE SOLVENTS ARE HIGHLY FLAMMABLE AND THEIR VAPORS MAY PRESENT A HEALTH HAZARD IN ENCLOSED AREAS, SOLVENT CEMENTS SHOULD BE USED WITH CARE, AVOID CONTACT WITH EYES AND SKIN AND LONG-TERM BREATHING OF VAPORS STEP 1. CUT CASING USING A FINE-TOOTH SAW AND A MITRE BOX TO AVOID ROUGH OR UNEVEN CUTS. STEP 2. SMOOTH THE CUT END WITH A KNIFE, FILE, OR SANDPAPER. REMOVE ALL BURRS AND CUTTINGS. STEP 3. CLEAN THE CONTACT SURFACES OF THE PIPE END AND SOCKET WITH A CLEAN, DRY COTTON CLOTH OR PAPER TOWEL, GREASE MUST BE REMOVED WITH A CLEANER RECOMMENDED BY THE SOLVENT CEMENT MANUFACTURER. ROUGHENING THE CONTACT SURFACES WITH ABRASIVE PAPER AIDS N THE DEVELOPMENT OF A BETTER BOND. STEP 4. CHECK THE FIT OF THE SECTIONS TO BE CEMENTED. A GOOD "DRY FIT" SHOULD SHOW THE SPIGOT END ENTERING THE SOCKET TO AON IT n►�E_uAt � rn 7wn_ nllRDc nc ITc ncaru cn►�E MANUFACTURERS lItJVV 1 Vt 1 AU I V I O 11 J VI 6J DE II 1. JV.Y 11 f V I 1 J SUPPLY CASING WITH MARKS TO DESIGNATE PROPER FIT. INCORRECTLY DIMENSIONED PIPE, BELL. OR COUPLING SHALL NOT BE USED. STEP 5. IF THE CASING IS MADE OF PVC, APPLY A PRIMER TO THE INSIDE SURFACES OF THE SOCKET. THE PRIMER MAY REQUIRE MORE TIME TO SOFTEN THE BELLED END CASING SOCKETS THAN IS NECESSARY TO PREPARE THE SOCKETS OF A MOLDED COUPLING. STEP 6. PRIMER SHALL BE APPLIED TO THE OUTSIDE OF THE PVC CASING (SPIGOT) END TO PREPARE IT FOR JOINING. ALL SURFACES TO BE CEMENTED SHALL BE COATED WITH THE PRIMER. STEP 7. APPLY A THIN COAT OF SOLVENT CEMENT TO THE INTERIOR SURFACE OF _FHE SOCKET. [-HE USE OF 000 MUCH SOLVENT COULD WEAKEN THE CASING WALL. STEP 8. APPLY A UNIFORM COAT OF SOLVENT CEMENT TO THE OUTSIDE SURFACE OF THE SPIGOT END OF THE CASING. STEP 9. INSERT THE SPIGOT END OF THE CASING SECTION FORCEFULLY INTO THE SOCKET 10 THE ENTIRE DEPTH OF THE SOCKET WHILE BOTH THE INSIDE SOCKET SURFACE AND OUTSIDE SURFACE OF THE CASING ARE rOMP! r,TELY rOATED WITH WET CEMENT V LLIL V -11 ,flit LI CEMENT. STEP 10. TWIST CASING 1 /8 TO 1 /4 TURN THEN HOLD THE SOCKET AND CASING SECTIONS TOGETHER FOR AT LEAST 15 TO 20 SECONDS OR UNTIL AN INITIAL SET TAKES PLACE. STEP 11. WIPE THE EXCESS CEMENT FROM THE SOCKET. A PROPERLY CEMENTED JOINT SHOULD SHOW A BEAD OF SOLVENT CEMENT AROUND THE ENTIRE CIRCUMFERENCE OF THE CASING WHERE IT MEETS THE SOCKET. STEP 12. TO INSURE A STRONG BOND, A JOINT SHOULD REMAIN UNDISTURBED UNTIL AN INITIAL SET IS REACHED (TABLE 1). TABLE 1. SOLVENT CEMENTING OF BELLED END CASING - APPROXIMATE INITIAL SET TIMES* *DEVELOPMENT OF FULL OPERATING STRENGTH REQUIRES CURE PERIODS I ABOUT TEN TIMES LONGER THAN SHOWN BY THIS TABLE. 3.4 CHAMBER INSTALLATION 3.4.1 INFILTRATOR CHAMBERS, STANDARD CAPACITY, SHALL BE USED TO COVER THE LATERALS. 3.4.2 USING A HOLE SAW, CUT ONE HOLE IN EACH END PLATE. THE HOLE SHALL BE SIZED SO THAT LATERALS ;)ASS WITH LESS THAN 1/4 INCH OF CLEARANCE. 3.4.3 AN END CAP SHALL BE SECURED TO THE FIRST CHAMBER WITH 4 j SELF DRILLING SCREWS. THE DISTRIBUTION LATERAL SHALL PASS `I Tt3ROUGH THE HOLE (N THE Ei'rD CAP A"" THE CAP SHALL BE RETAINED BY A SLIP X SUP COUPLING ON THE LATERAL. 3.4.4 THE DISTRIBUTION LATERAL SHALL BE SUSPENDED FROM THE CHAMBER USING PLASTIC 'ZIP' TIES. 3.4.5 STARTING FROM THE FIRST CHAMBER, ADD ADDITIONAL CHAMBERS DOiiriv THE LENGTH OF THE LATERAL, FULLf EIIAGING INTERLOCKS AND SECURING WITH 4 SELF DRILLING SCREWS. SPLASH PLATES SHALL BE r_ FDISTRIBUTION ir�-c INSTALLED BELOW ALL DOWNWARD PQ!NT!N.. OR!� ,.,�... LATERALS SHALL BE SECURED TO EACH CHINBER. 3.4.6 AFTER THE LAST CHAMBER IS INSTA_LFD, SECURE AN END CAP TO THE LAST CHAMBER WITH 4 SELF DRILLING SCREWS. THE DISTRIBUTION LATERAL, AND FLUSHING LINE SHALL PASS 'rIROUGH HOLES IN THE END CAP AND THE CAP SHALL BE RETAINED BY A SLIP X SLIP COUPLING ON THE LATERAL. 3.4.7 BACKFILL CHAMBERS, MANIFOLD AND ?ISERS CAREFULLY WITH NATIVE SOIL AS SHOWN ON THE PLANS. 3.5 PRESSURE TESTING/SYSTEM PURGING 3.5.1 PRESSURE ItSTiNG/SYSTEM PURGNC- ONCE THE SYSTEM HAS BEEN CONSTRUCTED T7 THE POINT OF TESTING AND PURGING, THE SYSTEM IS TO BE PURGED AND PRESSURE TESTED IN I THE PRESENCE OF THE ENGINEER USING THE 'OLLONNG PROCEDURE. 1. FILL THE DOSE TANK WITH CLEAN WATER. 2. BE CERTAIN ALL FLUSHING VALVES ARE eEN. 3. FILL THE DOSE TANK TO THE LEVEL WHIR ACTIVATES THE DRAINFIELD PUMP(S) AND ALLOW THE LATERALS TO PURGL REPEAT UNTIL ALL FOREIGN OBJECTS HAVE BEEN DISCHARGED FPM THE FORCE MAIN AND I LATERALS 4. DRILL 3/16" ORIFICE IN THE CLEANOUT CEP OF EACH LATERAL. 5. FILL THE DOSE CHAMBER TO THE POINT )HERE THE PUMP(S) ENGAGES. THE ENGINEER SHALL BE PRESE",T DURING PRESSURE TESTING OF THE INFILTRATION CELLS, TO MEASURE THE DIFFERENCE IN DISCHARGE IN THE LATERAL ENDS. 6. REPLACE CLEANOUT CAP ON EACH LATERIL WITH NEW, UNDRILLED CAPS. I pG;qr Criteria' � � ti5 �acilitw `5 btdrcun 5in4e. Farnili i l + Ow. Ca-e-Uff c, bedran INastewAer CAcnnrAion: 2 people. per bedroom X 75 gallons per person per dad X 4 bedrooms X 1507- Peakino Factor-900 gallons/ dau 1 1 1 AdcauaLe Septic folk Size C to provide �O hour retcn�ion time) : 9CX� gallons per d aq/ 24 has-5 per dau- 7. gallons per hour �l gallons per hour X �O hour retention time-1125 qa 65 Sep is fank Size in V esicp: 1500 gall ores Absorpfion Arca: 9CX colons per daq/ 0,6 gallons per day{ per sa, ft. ;---I 500 sa, ft. Absorption Arca Credit for Chambers: 152W sq. ft. -C I500 X 50/) - 750 5cl. ft, Ab5orpbon Area Credit for nosinq: i 75O sq. ft, 'C 75O X 25 % y l V 2. �? /VI. ft. uircd Absorption System, 56215 /Vfl f�. 4 Chambers Fequired: 562,5 sq, ft. / 15,5 5q, ft, per chamber- j 56,5 chargers lysor pt ion 5}stcm �agaut, 4 l ateral s at 6 2. 5 feet long fI ( 10 chambers each) f Or--.,ffption Arca Achieved: 620 5q. ft. i Red Sky Ranch Lot 65 System h - Q Curve - - -- --- --- ---- --- - --- -- --- -- ---- 30 27 Pum Ouerafim Pont 21 - ---- -- - f "'s 15 _ 12 - - - -- - 6 0 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 Flow (2nml m o�izzUow - zLnM -' 0 C � iai CJ 4 a S Z Z W z Ita2�- S-aW.raa ~ N Q m Z .� °-za4ma11 D ¢ Of Ln LJ IrIQQaWMo W P, C U) t Work Classification:New PO BOX 3000 WOLCOTT CO AddressOwner Information Permit Status:Active Project Address 194122301005 Permit Type:OWTS Permit Permit NO.OWTS-6-17-17086 Expires:1/27/2018Issue Date:9/29/2017 Parcel No. 232 STAG HORN TRL Private Wastewater System Environmental Health Department P.O.Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone:(917)941-3328 Cell: Inspection For Inspections call:(970)328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) 406-388-7504ELIMINITE, INC Contractor(s)Phone Primary ContractorLicense Number STENSON EXCAVATING INC (970)926-3849 Yes07-17 JAMES MALERNEE Permitted Construction /Details: Install the OWTS exactly as depicted in the Eliminite Inc design issued September23,2017, stamped and signed by Thomas J.Kallenbach, P.E.This system was designed to serve the two bedroom bunkhouse addition at this address. The OWTS consists of two 1,500 gallon Infiltrator IM-1530 tanks in series with the primary tank followed by the secondary advanced treatment tank.The advanced treatment tank will be assembled with complete installation and connection of drainfield pump and recirculation pump by Eliminite.Pressurized effluent is pumped to 1,000 feet of soil treatment area (STA) (prior to 20%reduction for pressure dosed application to a trench STA)via 68 chambers arranged in four shallow trenches with17 chambers in each. Install the flushing assembly as shown on the engineer's design, along with inspection ports on both ends of each trench.Scarify bottom of trenches prior to placing sand fill material and chambers. Notes:Holland Creek Metro District is to verify the soil profile and conditions during excavation.Obtain all necessary electrical permits for the control panel. Contact Eagle County and the design engineer well in advance of any required inspections.Engineer certification of proper installation along with a record drawing and photos are required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system or occupancy of the residence. Office Copy September 29, 2017 Issued by:Environmental Health Department, Eagle County, CO Date Claire Lewandowski CONDITIONS: 1.THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S.25-10-101,et seq., AS AMENDED 3.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 4.CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www eaglecounty.us P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us fAGLE COUNTY MAY NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE FOR NEW OWTS OR MAJOR REPAIRS 800.00 MINOR REPAIR FEE 00.00 Fee includes the design review, permitting and maintenance of OWTS records Make all checks payable to: Eagle County Treasurer Property Owner: James Malernee Phone: 917-941-3328 Owner Mailing Address: PO Box 3000 Edwards CO 81632 email: phone: 406-581-1613 Professional Engineer: Thomas Kallenbach Applicant /Contact Person: John Volk Holland Creek Metro phone: 970-389-4491 Licensed Systems Contractor Name / Company: Bill Stenson Stenson Excavating Inc. Contractor Mailing Address: PO Box 876 Edwards CO 81632 Contractor License #: 01-13 : Contractor Phone Number 970-904-1661 —email: stensonbill@gmail.com OWTS Permit Application is for: X New Installation Tax Parcel Number: 1941-223-01-005 Assessor's Link: www.eaglecount-y.us/patie/ Physical Address: 232 Stag Horn Trail Wolcott, CO 81655 Legal Description: Lot #65 Red Sky Ranch Building Type: X Residential / Single Family Residential / Multi Family Commercial / Industrial Alteration Repair Lot Size: 10.043 Number of Bedrooms: 2 Number of Bedrooms: Type of Use: Detached caretaker *As of 06/27/2014, all systems require design by a Registered Professional Engineer Type of Water Supply: Private Well Spring Surface X Public if Public, Name of Applicant Signature: C00119673 Holland Creek Metro Office Use Only: OWTS PERMIT # BUILDING PERMIT # Receipt #• Check #: Date: Amount Paid: P April, 10th 2018 Mr. James Malernee Po Box 3000 Wolcott, Colorado. RE: Final approval of the: Septic System Installation, OWTS- 6-17-17086 Property location: 232 Stag Horn Rd, Eagle County Area. Mr. Malernee: This letter is to inform you that the above-referenced, OWTS-6-17-17086 permit, has been inspected and finalized. This permit was approved and sized for a total capacity of two bedrooms bunk house. Additional information about the maintenance your septic system needs can be accessed through our website links, provided on the Environmental Health Department’s septic system resource page. Be aware that changes in the use of your property or alterations of your building may require commensurate changes to, or relocation of, your septic system. Landscape features, trees with tap roots, irrigation systems and parking areas above the soil treatment area can cause premature system failure. It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail. If you have any questions regarding this information, please contact us at (970) 328-8755 and reference the OWTS septic permit number. Best Regards, Giovanna Harkay. Administrative Technician IV Attachments: Certification Letter and Design – Septic System Flyer – Final Letter PUBLIC HEALTH & ENVIRONMENT (970) 328-8755 FAX: (970) 328-8788 Environment@eaglecounty.us RAYMOND P. MERRY, REHS Manager April 2, 2018 Eagle County Environmental Health P.O. Box 850 500 Broadway Eagle, Colorado 81631-0850 Subject: Red Sky Ranch, Lot 65 Bunkhouse, Final Certification Permit No. OWTS-6-17-17086 Eagle County Environmental Health, Greetings: Please accept this letter as final certification of the above referenced project. Holland Creek Metro District supervised the installation and reports that the system was installed according to the conditions on the permit. I have included the installation report and photographs of the system as installed under cover of this letter. Please contact me directly if you have questions. Sincerely, Thomas J. Kallenbach, P.E. Water Quality Control Professionals LLC March 29, 2018 Red Sky Ranch Lot #65, 232 Stag Horn Bunkhouse Septic location. Swing tie to drain field lateral 1 & 4 Swing tie to Eliminite tanks and cleanout C1 to lateral 4 – 172’ C1 to lateral 1 – 156’ C2 to lateral 4 - 185’ C2 to lateral 1 – 173’ C1 to cleanout – 69’ C1 to tank 1 – 90’ C1 to tank 2 – 105’ C2 to cleanout – 97’ C2 to tank 1 – 118’ C2 to tank 2 - 128 Water Quality Control Professionals LLC Cleanout to panel reference photo. Water Quality Control Professionals LLC End of lateral reference photo. Water Quality Control Professionals LLC Sincerely, John M. Volk Water Quality Control Professionals LLC 13863 W. La Salle Pl Lakewood, CO 80228 970-389-4491 jvolk@wqcpllc.com 7/6/2017 Eagle County Government Mail - Re: 232 Stag Horn Rd, Red Sky Ranch. P.— hYGcx plc EAGLE COUNTY IN Re: 232 Stag Horn Rd, Red Sky Ranch. Ray Merry <ray.merry@eaglecounty.us> Ray Merry <ray.merry@eaglecounty.us> Fri, Jun 30, 2017 at 4:17 PM To: Holland Creek Water Dept <hol la ndcreekwater@centu ryl ink. net>, "Thomas J. Kallenbach, P.E." <tjk@mail.eliminite.com> Cc: #environment <environment@eaglecounty.us> John, Thanks for dropping off payment for the OWTS Permit. We logged payment on June 27, 2017 and you can refer to OWTS Permit 6-17-17086 in future correspondence. Tom had asked that we provide you a list of things that need to be addressed in order to meet our current regulations. Please recall that the information you had on file and submitted previously appeared to be a work in progress in 2013 between Holland Creek's Don Odell and Tom. We adopted new regulations to conform to WQCC Reg. 43 in 2014. This bunkhouse project was placed on hold by the owner in 2013 and now its moving forward. We've reviewed the preliminary information you sent to us as a starting point. The following is a list of items that are absent or need to be updated in order to have a design packet we can permit. Prior to our new regulations, soil information at Red Sky Ranch was performed on a regional basis for OWTS design purposes. 8' soil profile information on at least two pits adjacent to the soil treatment area are necessary if previously collected soil information was not obtained at or near this site. The new regulations require the soil treatment area to be based upon USDA soil classifications in 43.10 (Table 10-1) to determine a Long Term Acceptance Rate (LTAR). The draft design calculations indicate a "soil application rate" of 0.75 gallons/sq.ft./day so the redesign must indicate either 0.6 or 0.8 LTAR, should the USDA classification match. The draft calculations for estimated flow must be redone to indicate a 2 bedroom bunkhouse flow of 300 gallons per day and the minimum area (prior to taking any adjustments (if desired) for pressure dosing (20%) and for using chambers (30%). The cut sheets for the Eliminite system should be included along with pump information and soil treatment area layout, showing the details of components, etc. Keep in mind that the Eliminite components must be installed by an individual sanctioned by the manufacturer while the soil treatment area can be installed by Stenson Excavating. Details such as the control panel, float tree assembly, orifice size and intervals, end trench cleanout detail for squirt testing, components accessible at grade, installation details with notes, etc. are typically supplied with the final, stamped drawing. Please feel free to contact wither me or Claire Lewandowski, copied on this email. We look forward to the revisions and will do our best to turn around our review within 14 days. Thanks. On Wed, Jun 21, 2017 at 11:23 AM, Ray Merry <ray.merry@eaglecounty.us> wrote: John, Thanks for the clarification. We understand the proposed bunkhouse will be served by it's own OWTS. The 2013 plans appear to have been in the developmental stage between Holland Creek and the design engineer, Tom Kallenbach, as one of the sheets isn't stamped or labeled and includes comments from Don Odell which would normally have been incorporated into a final set of plans. We are still waiting for the check to arrive so we can initiate the OWTS permitting and review process. In the meantime, one thing you can do is fill out an updated OWTS application with your information and a current licensed contractor's information. If you are using Stenson Excavating, Bill's current license number is 7-17. Once we get the check and create the file, we will initiate the review and provide a list of the basic information necessary to conform to the 2014 Eagle County Public Health Agency OWTS Regulations and email it to you with a https://mail.google.com/mail/ca/u/O/?ui=2&ik=1141485fcl &jsver=IEZPUTRTfxl.en.&view=pt&msg=15cfb1455d7a2070&as_to=hollandcreekwater%40c... 1/4 7/6/2017 Eagle County Government Mail - Re: 232 Stag Horn Rd, Red Sky Ranch. copy to Tom. The review turn -around time is about 14 days and we understand the owner is in a hurry to get the project underway so we'll do our best to be accommodating. We hope the check shows up in today's mail and await a current application. Thanks. On Tue, Jun 20, 2017 at 5:45 PM, Holland Creek Water Dept <hollandcreekwater@centurylink.net> wrote: Hi Ray. A new stand-alone OWTS is being installed. I'll request new engineered drawings from Tom Kallenbach. This project was going to happen in 2013 but was tabled. I got an email from an architect notifying me that construction is going to start July 10th Sincerely, John M. Volk CWP WQCP LLC 970-389-4491 Holland Creek Metropolitan District 970-569-3045 water/wastewater office hollandcreekwater@centurylink.net From: Ray Merry[mailto:ray.merry@eaglecounty.us] Sent: Tuesday, June 20, 2017 9:52 AM To: Holland Creek Water Dept Cc: #environment Subject: Re: 232 Stag Horn Rd, Red Sky Ranch. John, We are unsure what is being proposed relative to the wastewater needs. Is the proposal to connect the bunkhouse plumbing to the existing OWTS that serves the residence; or is the bunkhouse going to be served by a stand-alone OWTS? We didn't see any new engineered sewer line details showing connection or location details nor did we notice a separate set of engineered plans for a stand-alone OWTS. Please explain why the application indicates a new system is being proposed. Connecting to the existing OWTS would trigger an alteration permit and an evaluation of the existing system's capability of handling the additional wastewater flows/strength. Thanks. https://mail.google.com/mail/ca/u/O/?ui=2&ik=1141485fcl &jsver=IEZPUTRTfxl.en.&view=pt&msg=15cfb1455d7a2070&as_to=hollandcreekwater%40c... 2/4 7/6/2017 Eagle County Government Mail - Re: 232 Stag Horn Rd, Red Sky Ranch. On Mon, Jun 19, 2017 at 9:37 PM, Holland Creek Water Dept <hollandcreekwater@centurylink.net> wrote: Hi Eagle County Environmental. This is my first attempt at getting a septic system approved. Let me know what I've missed. Attached is a letter from Tom Kallenbach, the OWTS permit application and the design for the OWTS at the care taker house on 232 Stag Horn in Red Sky. The building design is also attached. The letter and design are from 2013. The only changes made to the design of the care taker house is the addition of a garage. The square footage is the same. I will have that district manager submit a check for $800 ASAP. Thanks. Sincerely, John M. Volk CWP WQCP LLC 970-389-4491 Holland Creek Metropolitan District 970-569-3045 water/wastewater office hollandcreekwater@centurylink.net Raymond P. Merry, REHS Director of Environmental Health PO Box 179 Eagle, CO 81631 970.328.8757 ray.merry@eaglecounty.us `'� Thanks for not printing electronic media Raymond P. Merry, REHS https://mail.google.com/mail/ca/u/O/?ui=2&ik=1141485fcl &jsver=IEZPUTRTfxl.en.&view=pt&msg=15cfb1455d7a2070&as_to=hollandcreekwater%40c... 3/4 7/6/2017 Eagle County Government Mail - Re: 232 Stag Horn Rd, Red Sky Ranch. Director of Environmental Health PO Box 179 Eagle, CO 81631 970.328.8757 ray.merry@eaglecounty.us `'� Thanks for not printing electronic media Raymond P. Merry, REHS Director of Environmental Health PO Box 179 Eagle, CO 81631 970.328.8757 ray.merry@eaglecounty.us AThanks for not printing electronic media https://mail.google.com/mail/ca/u/0/?ui=2&ik=1141485fcl &jsver=IEZPUTRTfxl.en.&view=pt&msg=15cfbl455d7a2070&as_to=hollandereekwater%40c... 414 Water Quality Control Professionals LLC March 29, 2018 Subject: Holland Creek MD Lot #65, 232 Stag Horn Bunkhouse installation certification. Attn: Tom Kallenbach, PE WQCP LLC conducted the tests and verifications that were requested in order for the design engineer to sign off on the system. Watertight test: The water tightness test was not necessary with this install. The tanks were preassembled at the Eliminite shop and delivered to Colorado. Drain field test: The drain field test was conducted on 3/26/2018. The flushing valves were opened, then the laterals were flushed before the start of the test. Since the drain field was already backfilled a modified squirt test was conducted using the capped cleanout ends. The caps were replaced with caps that had 3/16” holes drilled in them. The drain field pump was started and the results were as follows: Lateral #1 –6 ’ Lateral #2 – 5’ Lateral #3 – 7’ Lateral #4 – 8’ Installation: The Eliminate system was constructed per the drawings received from Tom Kallenbach PE. The primary and Eliminite tanks were installed per the drawing. A 2” force main leaves the pump chamber and discharges into four 1 1/2” laterals that run to the west. The laterals are 70’ long. 3/16” orifices were drilled every 60”. Pump check: Float system was tested and working properly. Eliminite pump 4.2 amps. Drain field pump 9.1 amps. Water Quality Control Professionals LLC Pump Panel Water Quality Control Professionals LLC Pump chamber. Water Quality Control Professionals LLC Squirt test lateral #1 Water Quality Control Professionals LLC Squirt test lateral #2 Water Quality Control Professionals LLC Squirt test lateral #3 Water Quality Control Professionals LLC Squirt test lateral #4 Water Quality Control Professionals LLC Water Quality Control Professionals LLC Installation pictures Water Quality Control Professionals LLC Water Quality Control Professionals LLC Water Quality Control Professionals LLC Water Quality Control Professionals LLC Water Quality Control Professionals LLC Water Quality Control Professionals LLC Water Quality Control Professionals LLC Sincerely, John M. Volk Water Quality Control Professionals LLC 13863 W LaSalle Pl Lakewood, CO 80228 970-389-4491 jvolk@wqcpllc.com Malernee ResidenceBunk House Addition & Patio Extension232 Stag Horn TrailWolcott, ColoradoDRB Final - 06/01/2017SheetJob#:Issued:Dwg. Name:Revision No.Date SealDRB Submittal - 05/04/2017DRB Final - 06/01/2017Cover Sheet2012-004A000Malernee Bunk Addition 232 Stag Horn Trail - Lot 65 Red Sky Ranch, Wolcott, Colorado C:\Users\bnutkins\Dropbox\NDG\Projects\2012-004 Irons RSR\2012-004-A00-CVR.dwg, 6/1/2017 2:43:19 PM 2SCALE: 1/8" = 1'-0"SITE & GRADING PLANTRUE1SCALE: 1/32" = 1'-0"SITE KEYPLANSheetJob#:Issued:Dwg. Name:Revision No.Date SealDRB Submittal - 05/04/2017DRB Final - 06/01/2017Site Plan2012-004AS101Malernee Bunk Addition 232 Stag Horn Trail - Lot 65 Red Sky Ranch, Wolcott, Colorado 2SCALE: 1/8" = 1'-0"SITE & GRADING PLANTRUE1SCALE: 1/32" = 1'-0"SITE KEYPLANSheetJob#:Issued:Dwg. Name:Revision No.Date SealDRB Submittal - 05/04/2017DRB Final - 06/01/2017Site Plan2012-004AS102Malernee Bunk Addition 232 Stag Horn Trail - Lot 65 Red Sky Ranch, Wolcott, Colorado 2SCALE: 1/8" = 1'-0"SITE & GRADING PLANTRUE1SCALE: 1/32" = 1'-0"SITE KEYPLANSheetJob#:Issued:Dwg. Name:Revision No.Date SealDRB Submittal - 05/04/2017DRB Final - 06/01/2017PartialLandscape Plan2012-004AS103Malernee Bunk Addition 232 Stag Horn Trail - Lot 65 Red Sky Ranch, Wolcott, Colorado 2SCALE: 1/8" = 1'-0"PARTIAL LANDSCAPE PLANTRUE1SCALE: 1/32" = 1'-0"SITE KEYPLANSheetJob#:Issued:Dwg. Name:Revision No.Date SealDRB Submittal - 05/04/2017DRB Final - 06/01/2017PartialLandscape Plan2012-004AS104Malernee Bunk Addition 232 Stag Horn Trail - Lot 65 Red Sky Ranch, Wolcott, Colorado 1SCALE: 1/8" = 1'-0"MAIN HOUSE AREA PLANTRUESheetJob#:Issued:Dwg. Name:Revision No.Date SealDRB Submittal - 05/04/2017Area Plan2012-004AREAMalernee Bunk Addition 232 Stag Horn Trail - Lot 65 Red Sky Ranch, Wolcott, Colorado2SCALE: 1/4" = 1'-0"GARAGE ADDITION AREA PLAN3SCALE: 1/4" = 1'-0"BUNK HOUSE AREA PLANAREA, 5/9/2017 12:39:51 PM SheetJob#:Issued:Dwg. Name:Revision No.Date SealDRB Submittal - 05/04/2017DRB Final - 06/01/2017Floor Plans2012-004A101Malernee Bunk Addition 232 Stag Horn Trail - Lot 65 Red Sky Ranch, Wolcott, Colorado SheetJob#:Issued:Dwg. Name:Revision No.Date SealDRB Submittal - 05/04/2017DRB Final - 06/01/2017Roof Plans2012-004A102Malernee Bunk Addition 232 Stag Horn Trail - Lot 65 Red Sky Ranch, Wolcott, Colorado 2SCALE: 1/4" = 1'-0"PARTIAL FLOOR PLANTRUE1SCALE: 1/16" = 1'-0"KEYPLANSheetJob#:Issued:Dwg. Name:Revision No.Date SealDRB Submittal - 05/04/2017DRB Final - 06/01/2017Demo Floor Plan& Elevation2012-004D103Malernee Bunk Addition 232 Stag Horn Trail - Lot 65 Red Sky Ranch, Wolcott, Colorado3SCALE: 1/4" = 1'-0"PARTIAL ELEVATION 2SCALE: 1/4" = 1'-0"PARTIAL FLOOR PLANTRUE1SCALE: 1/16" = 1'-0"KEYPLANSheetJob#:Issued:Dwg. Name:Revision No.Date SealDRB Submittal - 05/04/2017DRB Final - 06/01/2017Remodel Patio Plan& Elevation2012-004A103Malernee Bunk Addition 232 Stag Horn Trail - Lot 65 Red Sky Ranch, Wolcott, Colorado3SCALE: 1/4" = 1'-0"PARTIAL ELEVATION4SCALE: 1 1/2" = 1'-0"PATIO WALL SECTION 2SCALE: 1/4" = 1'-0"PARTIAL ROOF DEMO PLANTRUE1SCALE: 1/16" = 1'-0"KEYPLANSheetJob#:Issued:Dwg. Name:Revision No.Date SealDRB Submittal - 05/04/2017DRB Final - 06/01/2017Demo Roof Plan2012-004D104Malernee Bunk Addition 232 Stag Horn Trail - Lot 65 Red Sky Ranch, Wolcott, Colorado 2SCALE: 1/4" = 1'-0"PARTIAL ROOF PLANTRUE1SCALE: 1/16" = 1'-0"KEYPLANSheetJob#:Issued:Dwg. Name:Revision No.Date SealDRB Submittal - 05/04/2017DRB Final - 06/01/2017Remodel Roof Plan2012-004A104Malernee Bunk Addition 232 Stag Horn Trail - Lot 65 Red Sky Ranch, Wolcott, Colorado SheetJob#:Issued:Dwg. Name:Revision No.Date SealDRB Submittal - 05/04/2017DRB Final - 06/01/2017ExteriorElevations2012-004A201Malernee Bunk Addition 232 Stag Horn Trail - Lot 65 Red Sky Ranch, Wolcott, Colorado SheetJob#:Issued:Dwg. Name:Revision No.Date SealDRB Submittal - 05/04/2017DRB Final - 06/01/2017ExteriorElevations2012-004A202Malernee Bunk Addition 232 Stag Horn Trail - Lot 65 Red Sky Ranch, Wolcott, Colorado SheetJob#:Issued:Dwg. Name:Revision No.Date SealDRB Submittal - 05/04/2017DRB Final - 06/01/2017Building HeightCalc2012-004B-HTMalernee Bunk Addition 232 Stag Horn Trail - Lot 65 Red Sky Ranch, Wolcott, Colorado SheetJob#:Issued:Dwg. Name:Revision No.Date SealDRB Final - 06/01/2017Building Sections2012-004A301Malernee Bunk Addition 232 Stag Horn Trail - Lot 65 Red Sky Ranch, Wolcott, Colorado 8SCALE: 1 1/2" = 1'-0"TYPICAL EXTERIOR WALL SECTION3SCALE: 1 1/2" = 1'-0"STONE LEDGER DETAIL, TYP.2SCALE: 1 1/2" = 1'-0"STONE SILL CAP DETAIL5SCALE: 3" = 1'-0"EXTERIOR CORNER TRIM DETAILSheetJob#:Issued:Dwg. Name:Revision No.Date SealDRB Final - 06/01/2017Building Sections2012-004A401Malernee Bunk Addition 232 Stag Horn Trail - Lot 65 Red Sky Ranch, Wolcott, Colorado4SCALE: 1 1/2" = 1'-0"TYPICAL DECK SECTION6SCALE: 1 1/2" = 1'-0"WD HEAD/WD SILL WINDOW DETAIL7SCALE: 1 1/2" = 1'-0"TYPICAL DECK @ WALL DETAIL1SCALE: 1 1/2" = 1'-0"ROOF TRANSITION DETAIL SheetJob#:Issued:Dwg. Name:Revision No.Date SealDRB Submittal - 06/01/2017Foundation Plan2012-004S201Malernee Bunk Addition 232 Stag Horn Trail - Lot 65 Red Sky Ranch, Wolcott, Colorado 1 a \ a \ I I a ' a - 7 0 o o o / 0 a u a / v v o v 0 a , � O O v a \ ao 0 0 o N O z m D m N m n z 0 v v 0 z z c� z o aD m x m v v 0 m v A Facility served: Two bedroom residenceFacility design wastewater production: 300 gal/dayTreatment level: 2Soil type: 3ALTAR: 0.3 gal/day/ft2 (Table 10-1)Size adjustment factor for pressure distribution: 0.8 (Table 10-2)Size adjustment factor for using chambers: 0.7 (Table 10-3)Required soil treatment area: 1000 ft2Adjusted soil treatment area: 800 ft2Trench width: 3 ftTotal trench length: 267 ftNumber of trenches: 4Individual trench length: 67 ftChambers per trench: 17Septic tank volume: 1500 galAPPROXIMATEBUNKHOUSE LOCATIONELEC. EASEMENTSEE SURVEYCROSS ELECTRICAL EASEMENT WITH 4" BUILDING SEWER.CONTRACTOR TO CONTACT UTILITY COMPANY FORINSTRUCTIONS. THIS PLAN DOES NOT ADDRESS ORPROVIDE DETAILS REGARDING THIS CROSSING.APPROXIMATE PROPERTY BOUNDARYPRIMARY TANKTREATMENT TANKDRAINFIELDAPPROXIMATE SYSTEM LOCATIONSTAG HORN TRAILEXISTING HOMENEARBY SOIL PROFILE DATAMALERNEE RESIDENCEBUNK HOUSE ADDITION232 STAG HORN TRAILWOLCOTT, COLORADOHOLLAND CREEK METRO DISTRICT MUST BE ON-SITEDURING CONSTRUCTION TO VERY THE SOIL CONDITIONS.IF SOIL DIFFERS FROM PRESENTED PROFILES, CONTACTENGINEER IMMEDIATELY.MALERNEE RESIDENCEONSITE WASTEWATER TREATMENT SYSTEMELIMINITE INC.TJK@ELIMINITE.COM(406) 581-1613VARIES1 OF 3FIRST ISSUE 9-20-2017CLEANOUT 112" TEE112" BALL VALVE N.C.112" SWEEP112" MALE PLUGFLUSHING LINEFLUSHING ASSEMBLYDIFFUSER TEE112" LATERALFINAL SOIL PROFILEREVEGETATE IMMEDIATELYLOAM SOIL CAPFILTER FABRIC OVER CHAMBERFILTER SANDSEE REG. 43SCARIFY SAND-SOILINTERFACE 6" DEEPNATIVE SOILNO MACHINE OR FOOTTRAFFIC ON SCARIFIEDSOIL.1'-9"1'-0"CHAMBERTOP VIEWSIDE VIEWEND VIEWINSPECTION PORT53" OVERALL 48" EFFECTIVE34" 8"ALARM LIGHTPUMP CIRCUIT BREAKERSPROGRAMMABLE LOGIC CONTROLLERALARM HORNMOTOR RELAYSTRANSFER PUMPHAND-OFF-AUTOTOGGLE SWITCHRECIRCULATION PUMPHAND-OFF-AUTOTOGGLE SWITCHLEVEL FLOATCONNECTION BLOCKRECIRCULATION PUMPCURRENT SENSORPUMP INCOMINGPOWERCONTROL INCOMINGPOWER CONTROL PANELThis control panel operates one recirculation pump and one drainfieldpump. The recirculation pump and drainfield pump is controlled with atimer The control panel requires two separate feeds from the mainservice panel: 1) A 120 v, 15 A, single phase circuit for the controls.2) A 240 v, 30 A, single phase circuit for the pumps.FLUSHING ASSEMBLY (TYP.)MANIFOLD TEEMANIFOLD CROSS (TYP.)‘6:((3‘6:((3‘%8,/',1*6(:(5‘)25&(0$,1PRIMARYTREATMENT175.6" EXTERIOR LENGTH61.7EXTERIORWIDTH54.5"EXTERIORHEIGHTTOP VIEWEND VIEWLIFTING STRAP(TYP.)RISER CONNECTION (TYP.)LIFTING STRAP (TYP.)LIFTING LUG (TYP.)OUTLET TEE(TYP.)PRIMARY AND TREATMENT TANKINFILTRATOR IM-1530CHAMBERSFrom Regulation 43:ALL PIPING IS SCHEDULE 40 PVC.CONTRACTOR MAY SUBSTITUTESCH. 80 PVC.2" SUBGRADE INSULATION(TYP.)2" SUBGRADE INSULATIONINCLUDING TOP OF TANKTREATMENT TANK IS SUPPLIED ASA COMPLETE, PRE-BUILT UNIT.THE DRAINFIELD PUMP ANDRECIRCULATION PUMP ISINSTALLED AND CONNECTED.CONTRACTOR SHALL BE FAMILIARWITH THE DOCUMENT"INFILTRATOR IM-SERIES SEPTICTANK GENERAL INSTALLATIONINSTRUCTIONS." A COPY OFTHESE INSTRUCTIONS MUST BEAVAILABLE ON-SITE AT ALL TIMESCONSTRUCTION IS OCCURRING.ELECTRICIAN WILL BE REQUIREDTO PROVIDE TWO CIRCUUITS TOTHE CONTROL PANEL.ELECTRICIAN WILL BERESPONSIBLE FOR SELECTINGAND INSTALLING APPROPRIATELYSIZED WIRE TO CONTROL PANEL.ELECTRICIAN TO PROVIDEELECTRICAL CONDUIT IFREQUIRED. IT IS IMPERATIVETHAT A PERMANENT VAPORBARRIER BE INSTALLED IN THECONDUIT. TO PROTECT THECONTROL PANEL FROMCORROSIVE GAS.ELIMINITE(406) 581-1613MALERNEE RESIDENCEBUNK HOUSE ADDITION232 STAG HORN TRAILWOLCOTT, COLORADO2 OF 39-20-2017VARIESFLUSHING ASSEMBLY‘%8,/',1*6(:(5DOUBLE CLEANOUTINSTALL CLEANOUTSIN SEWER EVERY 50FT. 32'-7"3'-0" 4'-5"3'-0"7'-5"25'-4"73'-0"INSPECTION PORT EACH LATERALFLUSH WITH GROUND SURFACEFLUSHING VALVENORMALLY CLOSEDTEE1.5" LATERAL316" ORIFICE DIAMETER60" ORIFICE SPACINGQUICK 4 CHAMBERSTRIM CHAMBER AS NECESSARYDRAINFIELD PUMPRECIRCULATION PUMPDRAINFIELD HYDRAULIC ANALYSISPUMP/SYSTEM h-q CURVEOPERATING POINTDIMENSIONS AND CALLOUTS ARETYPICALALL JOINTS MUST BESOLVENT/CEMENT WELDED.CONTRACTOR MUST USE PURPLEPRIMER. CLEAR PRIMER WILL BEREJECTEDALL VALVE COVERS MUST BEINSTALLEDFLUSH WITH FINAL GRADE.FLUSHING VALVES MUST BE OPEN THEFIRST TIME THE PIPING SYSTEM ISPRESSURIZED. FAILURE TO FLUSH THESYSTEM PRIOR TO PRESSURIZATIONWILL NECESSITATE REJECTION OF THEPIPING SYSTEM.MALERNEE RESIDENCEBUNK HOUSE ADDITION232 STAG HORN TRAILWOLCOTT, COLORADO3 OF 39-20-2017VARIESELIMINITE(406) 581-1613