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HomeMy WebLinkAbout1099 Red Sky Rd - 194121406001 - W Maint FacilityINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway X Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 2253-03 BUILDING PERMIT NO. 14959 OWNER: VAIL RESORTS DEVELOPMENT PHONE: 970-845-2528 MAILING ADDRESS: P.O. BOX 959, AVON, CO 81620 APPLICANT: THOMAS J. KALLENBACH PHONE: 406-586-2289 SYSTEM LOCATION: 212 SADDLE ROCK RD., WOLCOTT, CO TAX PARCEL NO. 1941-214-02-013 LICENSED INSTALLER: VAIL RESORTS DEVELOPMENT, JAMIE PAPPAS LICENSE NO. 52-03 PHONE: 970-845-2528 DESIGN ENGINEER:_FLUIDYNE ENGINEERING, THOMAS J. KALLENBACH PHONE NO. 406-586-2289 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR THE WEST MAINTENANCE FACILITY OF THE NORMAN GOLF COURSE AT RED SKY RANCH 1500 GALLON SEPTIC TANK, 1000 GALLON DOSING TANK, ELIMINITE UNIT. 1550 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 40 DOSED INFILTRATOR UNITS, AS PER ENGINEER'S DESIGN SIGNED, STAMPED AND DATED 1/14/03 SPECIAL INSTRUCTIONS: INSTALL EXACTLY AS DEPICTED ON THE ENGINEER'S DESIGN MENTIONED ABOVE WITH A CLEAN -OUT BETWEEN THE TANK AND THE BUILDING AND INSPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS, AND DO NOT INSTALL IN WET WEATHER. THIS OFFICE RECOMMENDS THAT THE DOSING FLOATS BE SET TO ACCOMPLISH DOSES OF AT LEAST 4 PER DAY BASED ON A REALISTIC FLOW QUANTITY INSTEAD OF BASING THIS ON DESIGN FLOW VALUES. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR THE FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLA- TION OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: RAYMOND P. MERRY DATE: JULY 16, 2003 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 ENGINEER'S DESIGN ) COMMENTS: THE ENGINEER'S FINAL CERTIFICATION WAS RECEIVED ON 10/25/04. THIS SYSTEM IS DESIGNED TO ACCOMMODATE THE TURF MAINTENANCE FACILITY. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CO �F�ROVAL OF SYSTEM IS MADE. ARRANGE ARE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVA DATE: TOBER 27, 2004 7 Incomplete Applications Will NOT Be Accepted. (Site -Plan MUST be attached) ISDS Permit ## 3 `t)'� Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE; DISPOSAL SYSTEM PE ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY RMIT P- 0. BOX 179 EAGLE' *1 CO* �-81631 Eagle (970)328-87S5,. Fax (970)328-0349, El Jebel (970)927-3823Y 3823 ***** * "FEE SCHEDULE * APPLICATION..FEE $350.00 THIS FEE INCLUDES THE ISDS PERMIT,.°S=TE'_EVAQATION (PERCOLATION TEST, * SOIL PROFILE OBSERVATION) AND FINAL; INSPECTION ADDITIONAL FEES... MAY BE ..CHARGED. „IF :A.; ;RBINS.PECT. ON , S. * PRE-CONSTRIICTION SITE VISIT bk� `.cpNis. TI TATION.:'TS?"NEEDED::. OES;ARY, OR A * REINSPECTION FEE * $47.00I PRE-CONSTAUCTION'SITE' MAKE ALL REMITTANCE PAYVISIT FEE $85.00 ABI►E -TO s - : ":EAGL$ COUNTY. TREASURER" E PROPERTY OWNER_ Vail Resorts Development Co, r. MAILING ADDRESS: P 0 Box 959 .Au_on C0 PHONE:{a�n�s �528 APPLICANT/CONTACT PERSON.T PHONE:( 586-2289 LICENSED SYSTEMS CONTRACTOR;Tamie Pappas, Vail Resorts _ � COMPANY/DBA:Vail Resorts Inc. ADDRESS:PPHONE(3701845-2528 ,_0. Box 9.5� Avon CO 81 620 PERMIT APPLICATION IS FOR: .: g) NEW INSTALLATION ( } - .ALTERATIt7N ( } REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE-DIS`POSAL SYSTEM: Legal Description. -Sec 22, T4S, R8W., Red Sky Ranch Subdivision . Tax Parcel Number.._ of Sizes 2_b`7� Physical Address:West Ma;,,r�,, , . _ _ BUILDING TYPE: (Check applicable { ) Residential/Single Family ( ) Residential/Multi-Family* (� Commercial/Industrial* l0, S cater�oty� Number. of Bedrooms Number of Bedrooms *These systems require desi n b T:XP�ai�tenan�e 9 y a Registered Professional Engineer TYPE OF WATER SUPPLY: (Ch ( ) Well ( ) Spri { Public Name of APPLICANT SIGNATURE: applicable category) { ) Surface lier v, . Date : l Z Dj AMOUNT PAID: =% RECEIPT {#i .7f DATE CHECK # : ! CASHIER: << DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328=8788 TOLL FREE: 800-225-6136 www.eaglecounty.us October 27, 2004 Vail Resorts Development Debra DeCrausaz P.O. Box 959 Avon, CO 81620 EAGLE COUNTY RAYMOND P. MERRY, REHS Director RE: Final of ISDS Permit #22253-03, Tax Parcel #1941-214-02-013. Property location: 212 Saddle Rock Rd., Wolcott, CO., Red Sky Ranch Turf Maintenance Facility. Dear Ms. DeCrausaz; This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, Janet Kohl Eagle County Environmental Health Department ENCL: Educational Brochure Final ISDS Permit cc: files, October 2004 Chrono file 500 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.eagle-county.com DATE: July 16, 2003 EAGLE COUNTY TO: Vail Resorts Development FROM: Eagle County Department of Environmental Health RAYMOND P. MERRY, REHS Director RE: Individual Sewage Disposal System Permit #2253-03, Tax Parcel #1941-214-02-013, Property Location: 212 Saddle Rock Rd., Maintenance Facility for Norman Golf Course, Red Sky Ranch, Wolcott, CO. Enclosed is your ISDS Permit #2253-03. Please obtain a copy of the engineer's design for this system for the engineer. 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 invalidate the permit unless otherwise approved. Please note any special requirements that may have been added to the design by this Department. Systems that are 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 can 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. 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 # 2253-03 Fluidyne Engineering, Thomas J. Kallenbach Chrono file July 2003 OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 F L U 1 D Y N E Scientists Engineers - Inventors e 2 17 , z984• Eagle County Environmental Health Department Ray Merry, Director 500 Broadway P.O. Box 179 Eagle, CO 816311 Subject- Red Sky Ranch West, Maintenance Facility Certification of Completion ISDS #2253-03 Dear -Ray - Please accept this letter as confirmation of completion of the components serving the Red Sky Ranch West Maintenance Facility 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 1550 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. at ORA Cc: Deb DeCrausaz, P.E. e, s U3.363 `�E L, , t, s y 0. AL �` 6VUieJ L 8zrL -ON UUf 1 9Z:6 11111 tOOZ/TZ/OT V -A ! 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 20, 2004 .A.die Phillips Fluidyne 533 Blackwood Road Bozeman,MT 59718 FIX: 406-586-2335 RE: Individual Sewage Disposal System Permit #2253-03, Building permit #14959 Dear ,A.die, This letter is to izaform you that I have completed the ISDS testing requirements at the Red Sky Ranch-Nonuan Turf Care Facility. I have completed the water tightness and pressure squirt tests as directed by Fluidyme as discussed below. Septic/Dose Tank Water Tightness Test This test was actually completed by Jamie Pappas in July, but my observation on 10/20/2004 indicates that the tacks are still completely full. This indicates to me that there has been no apparent leakage in the past 2.5 months. Squirt Test On the aittemoon of 10/20/2004 I verified the equal pressure distribution to each of the four drain field laterals for this system. Lach lateral squirted a stream to a height of between fire and six feet above ground level. As Bufft Drawing This system was installed per your design drawings as laid out in the field. by Eagle Valley Surveying. This system is now on line and. I am requesting that you prepare your stamped letter verifying completion and forward it to Ray Merry at Eagle County so that we may schedule our Final C.O. Inspection. Please feel free to contact me if you reed any further Wormation. Sincerely, V it Resorts D Velopwo at Co any Debra DeCrausaz, P.1. Senior Project Manager VUc RcaoRry- Vail Resorts De"elopment Compa)ay . 137 Benchmark Toad - Post Office Box 959 - Avon, Colorado 81620-0959 - (970) M-2535 • fax (970) 845-2555 . www.vrdo.com Vail Beav9K Cheek - • Breoken xd — --- --- — � ge : Keyaione®-_.--Hesnenly® - - ArrowheadQ° - Bachelor Woh® •lied Sky R'ach," • T--7.--- TTA. is Clup CIOl d OG�'ON '00 simgq N vA WHIT:A H07,'17.'110 T : MUd HIIU3H nN3 AIMOD 31Ob3:GI WdVT =S@ f IH1 load-d �-J.iu S O R T S [) E V E L 0 P M E N T C 0 M P A N Y December 12, 2002 Ray Merry, REIIS Eagle County Department of Environiental Health PO Box 850 Eagle, CO 81631 Dear Mr. Idierry I am writing Ns letter to address the ooticerr s Of the Eagle County Department of Environmental Health regarding the Red Sky Ranch,plat amendment and sewage. °�alt-Mint for lots 'S, 09, crest maintenance facility, and the caretaker omit. Lots 88 and 89 We have three alternatives for an -site treatment. Alternate 1. our first alternative would be to collect the sewage from each lot in a central septic tank, then pump the effluent to the Norman Clubhouse septic tanid de -nitrification unit and drafi field., Alternate 2. The second alternative would be to cluster lots 88 and 89, such that they share a common grainfield. Alternate 3. The third alternative would be to have lot 88 and 89 on their own individual systems. our preference would be A t Eate 1, �� Health meet the concerns of Eagle County and Colorado State Department West maintenance Facility 9 on previously recorded The west mainteaxance facilitytd eEn 'neexulg d TO kcurr�ently desiPlace of lot glnng a eZ�DS for this facility. Red Sky Ranch final plat. Fl yn $1 Care#aker Unit we plan to treat the wastewater from the, care taker unit as an individual systefn, A nearby utidisturbed site has been found for the ISLES drainfield. We plan to have p'luidiyne Engineering � application to your office for such scwer systems as we continue forward. We look forward to working with you and your staff on the implementation of these systems, please call me if I can provide any further information. Sincerely Jai esorts Developer nt Company gamic Pappas, .E. Project Manager Vain RRl4NTtl' co. Tom K.allenbach Vail Resorts Develapment Compeny • 137 Bcnclanak Road • Post Met: BM 959 + Avon, Colorado $1620-059 • (970) 8445-2W • fax P70) SM-25)'% + 1m-rde—In Vall J3x'erkeru'idge • ICepatane� • Beaver Creek' • Bachelor Gulcho * ArrowhbedO •Fled Sky Ranch'" ��� F L U I D Y N E Scientists - Engineers - Inventors December 31, 2002 Ray Merry Eagle County Environmental Health 500 Broadway P.O. Box 179 Eagle, CO 81631 Re: Red Sky Ranch West Maintenance Facility ISDS Ray Merry: Included in this submittal for an Individual Sewage Disposal System Permit for the West Maintenance Facility is the following: • Completed Application • 350$ Application Fee • Site Plan • Wastewater treatment system detail plans • Wastewater treatment system design criteria Please call if you have any questions or need any further information. Sincerely, Adie Phillips Cc: Jamie Pappas RECEIVED 0 0 21"uA ENVIRONMENTAL HEALTH DEPARTMENT F L U I D Y N E Scientists - Engineers • Inventors January 15, 2003 Ray Merry Eagle County Environmental Health 500 Broadway P.O. Box 170 Eagle, CO 81631 Re: Red Sky Ranch West Maintenance Facility ISDS Ray Merry: Please replace the previous set of plans (dated 12-31-02) with the set included in this Fed Ex for the Red Sky Ranch West Maintenance Facility. The changes include the realignment of the septic, dose, and Eliminite tanks and an updated hydraulic analysis. Sorry for any inconvenience this may have caused. Please call if you have any questions or need any further information. Sincerely, Adie Phillips Cc: Jamie Pappas 2253-03 Tax #1941-214-02-013 JOB NAME- Lot#69, Red Sky Ranch VAIL RESORTS DEV Maintenance Facility, 212 Saddle Rock Wolcott CO JOB NO. P JOB FOLDER Printed in U.S.A. St4Qe 0'7 ^ T C� J ✓ �c / � s Q�s"� ' a� l s Ct � /sue G� l T o ' Ok --�- 61<� �4 Recycled Content 10% Post -Consumer M12 5KY t2ANCH iiVEST MAtNT�NPJ`.lCE J.a�l�arav_ �tx>� P/\�PAPe12 FOP: TH15 5�T OF Pl AN515 NOT FOP C05FUCTION UN. 55 MOICT MIME 5M, 91P 516NAM, 15 AFFIYFn N�1� AN1? A V&In FFMIT 15511? t3Y �A6�COUNly rK»iipnKinAKl'rAJ_ Nr-AI,fH PEPAMM,15 P050? NNT,, 1� JO v; tS J, % ,� �Q REC/ f (336 a rn �W,SJaNAL E� WE51" [ViAlNI�NANC� ��A1�M�N1" SY51�M Pi,,A \15 LAN r MAIIVQNANC� i C!L 1-rY CL�,2 r�rfAILS 5P!�CFICAVCN5 AN12lVESiGI\I CkI��11, T115 5�f 0f PI AN5 ANn 5MCIFICATION5 HAVE MNFjTpATP FOP TH- 51NCALAp PU\PO5� OF tVICTING MIMEINC4 MU FOP, a WA5tWAt1? TMMM 5Y5tM FOP ITn 5KY MCH M5T MAINUANC� FACILITY. OTW A5MCT5 OF THN MOICT pkT,5%SP HMIN HAVE [f N PkFPPM12 UNMP, TH� MTON513 CNAG� OF OTHN� 5. J 31A COCA iL' N TI'1I5 L i 15 i 1551.: 01-1 -/)003 1'n 2D 10 0 20 40 50 80 SCALE 1'= 20' CONTOUR INTERVAL: 2 FEET LEGEND TYPICAL ELIMINITE @ SYSTEM LAYOUT 8 CLEAN CUT 0 PERCOLATION TEST *# WATER SUPPLY SYSTEM ll� PROPOSED LARGE ELECTRIC VAULT UM1-35L EV PROPOSED SMALL ELECTRIC VAULT UM-30R PROPOSED ELECTRIC TRANSFORMER UM1-13S M PROPOSED ELECTRIC SWITCHGEAR UM1-35 0 EXISTING TELEPHONE PEDESTAL A PROPOSED TELEPHONE DLC PROPOSED CENTURYTEL TELEPHONE VAULT PROPOSED VA TELEPHONE VAULT VA PROPOSED TELEPHONE HANDHOLE PROPOSED ELECTRIC SERVICE STUB PROPOSED TELEPHONE SERVICE STUB EXISTIN, OVERHEAD ELECTRIC EE ____ EE — EE --- EE -- EE EE -- PROPTRENCH BURIED ELECTRIC MAIN -PE -PE PE -PE -PE M — PROPOSED JOINT - PJT PJT - PIT PIT PIT PJT - PROPOSED TELEPHONE FIBER OPTIC — No m m — PROPOSED GAS REGULATOR STATION PROPOSED 2' GAS SERVICE STUB PROPOSED 4' GAS LINE —Pr"—Pr" PC" —Pr' P64 PC" — PROPOSED 6' GAS SERVICE —' F" Fes F" m m— d 06 s cow tit FILTER FABRIC MR-4 al I4Da (OR EQUIVALENT) CONNECTION TO S:lmiNi lE0 UNIT 4" X 2" REDUCING COUPLING 4"0 SCH 40 PVC SANITARY TEE, RETURN LINE FROM ELIMINITE@ DRAIN ---� 4�0 SCH 40 PVC FROM RESIDENCE 1/4- PER FOOT MAINTAIN MINIMUM SLOPE 1�= ELIMINITE@ SYSTEM 20' DIA. LID SUPPLIED BY FLUIDYNE Inc. INSULATE BOTTOM OF LID -2' EXTRUDED FOAM INSULATION d 1 0 0 0 4-mO SCH 40 PVC L� FROM DOSE TANK. p SLOPE TO DRAIN. o - o I _ 1 LB BOD5 / DAY 1 t�..iIVIiN tm 0 i /2" GRAVEL FILL- TO 1 1 PROVIDED BY FLUIDYNE Inc. INSTALLED BY 1 1 CONTRACTOR USA PATENT No. 5534147 & No. 5676828 AIR"; NE, ENTIRE TANK 2' i 1 ELIMINITF@ UNIT COMES COMPLETE AND READY TO MINIMUM WIDTH INSTALL. CONTRACTOR TO MAKE CONNECTION TO 4" SEPTIC- TANK RETURN LINE AND 4" DOSE LINE. ALL CONNECTION TO ELIMINITE@ UNIT OTHER PIPING SHOWN ON ELIMINITE@ UNIT IS PROVIDED USING 4" X 1 1/2" REDUCING j s BY FLUIDYNE inc. COUPLING — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . WO CALLON PRECAST WNW MAL SEPTA TANK ADE INSULATE BOTTOM CF LIDS (TYP) d� A DuA Li C12.0 SCALE: 3/411= CONNECTION TO — ELIMINITEe UNIT USING 4' X 2' REDUCING COUPLING [Olaf-W![i.!!! 0 4'0 SCH 40 PVC SANITARY TEE, RETURN LINE FROM ELIMINITEe DRAIN DAfL a s A d y ,------ANSTALL TEE ---- - ------------------- 18" BELOW LIQUID LEVEL USE TEE OR CONCRETE BAFFLE is a. a a Q. . A .a 28" I.D. RISER GREEN FIBERGLASS, INSULATED, LOCKING LID (TYP OF ALL LIDS) SLOPE 1 /4' PER FOOT 4"0 SCH 40 PVC 2" THICK EXTRUDED CLOSED CELL, SUBGRADE INSULATION (TYP)-\ 4' -1 CONTRACTOR TO PROMDE TANK BEDDING IN ACCORDANCE WITH MANUFACTURER RECOMMENDAIIONS. CONTRACTOR SHALL SUFFICIENTLY BED PIPING INTO AND OUT OF TANKS TO PRE -VENT SETTLING. r— — — — — — — — ——•—•--•-----•---•—•— � CONNECTION TO a-IMiNITE@ UNIT USING 4' X 1 1/2- REDUCING COUPLING 1 1 ELMM LINT SUPPLE BY FILMYNE he �..—•-----•------- —---.—.—.—.—.—.—.—. MIN. 20 SfC;l{3N OF 4' SCti 43 PVC 4' SCH 40 PVC SLOPE TO DRAIN BACK TO DOSE TANK /--SLOPE TO DRAIN TO SEPTIC TANK 4' X 1 1/4' REDUCING COUPLING — HYOROMAPIC OSP 50, 115V C EFFLUENT PUMP 12-^ HYDROMATiC SK 75 SEWAGE E ECTOR PUMP RAW SEWAGE LINE Now- 0 FROM RESIDENCE NO GALLON P� CONCFEM SEM TANK 4' M GALLON PFECAST DOSE TANK FORCEMAIN TO ABSORPTION FIELD a A :e• N'AItR TIGHT JUNCTION BOX o I 1 /4" PVC UNION DRILL 3 16"0 WEEP HOLE ---� .. 1 1/4"0 SCH 40 PVC ELBOW TO ELIMINITE@ LIMIT 1 SLOPE TO DRAIN 2'0 SCH 40 PVC 1 1/4" 0 SCH 40 PVC HIGH WATER ALARM i� DR INFIELD ON N ELIMINITE@ TIMER HYDROMATIC OSP 50, 115V EFFLUENT J PUMP 70 ELIM MITE0 UNIT H'rLiu"MATIC SK 75 SEVIAGE EJECTOR PUMP TO FORCEMAIN -FLOAT SWITCH °4-. ' d 2" SCH 40 PVC UNION SOLVENT / CEMENT PIPE JOINTS. SEE NOTE 3, THIS PAGE. TYPICAL A FOR ALL FITTING / PIPE CONNECTIONS. a 3"6 SCH 40 PVC FORCEMAIN TO DRAINFIELD. 2" X 3" REDUCING COUPLING DRILL 3/16- WEEP HOLE (Iga-MG FACIL.ffY WASTEWATER NOTE r SEPTIC TANK: 1500 GALLON PRECAST CONCRETE SEPTIC TANK DOSE TANK_ 1000 GALON PRECAST CONCRETE DO53E TANK ELIMINITE@ UNIT: PROPRIETARY NITROGEN REMOVAL SYSTEM. SUPPLIED BY FLUIDYNE Inc. USA PATENT No. 5534147 AND No. 5676328 DOSE PUMP: HYDROMATIC SK 75 SEWAGE EJECTOR PUMP DOSE PUMP CONTROLS: SIMPLEX CONTROL PANEL EQUIPPED WITH AUDIBLE / VISIBLE HIGH WATER ALARM AND DO:—)-- COUNTER RECIRCULATION ATION PUMP: HYDROMATIC OSP 50, 115V EFFLUENT PUMP RECIRCULATION PUMP CONTROLS: -SIMPLEX CONTROL PANEL EQUIPPED WITH ETM, DOSE COUNTER AND TIMER ON/OrT L'RAINRELD FLOAT ASSEMBLIES: 3 ANCHOR MINI -FLOATS, OR E0JI VALENT CONSSTRI K'Ti 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY IDENTIFYING THE LOCATION OF INDIMDUAL COMPONENTS OF THE WASTEWATER TREATMENT AND C0Nk--YA" CE SYSTEM SO THAT CONSTRUCTION TRAFFIC AND EQUIPMENT IS ALERTED TO THE PRESENCE OF THESE UNDERGROUND UTILITIES. AT NO 11ME 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 E-Upmai. 2. ALL ABSORPTION FIELD PIPING AND FITTINGS SHALL CONFORM To ASTm Di 7 SPECIFICATION FOR PVC PLASTIC PIPE SCH 40. 3. PVC TO BE JOINED w/ PRIMED SOLVENT/CEMENT WELD JOINTS. PRIMER 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 IN ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 5. CONTRACTORS SHALL PREPARE ALL BEARING SURFACES TO A TRUE AND LEVEL LINE PRIOR TO ERECTION. STRUCTURE BEDDING SHALL MEET THE MANUFACTURER'S REQUIREMENTS. ALL SUPPORTS OF THE PRECAST STRUC_T_UR_ES_+tSHALL BE _ACCURATELY LOCATED AND OF REQUIRED SIZE AND BEARING MATERIALS. TANKS SHALL BE jNSTALLED tLv17 . 6. SUBGRADE ELEVATION NOT TO VARY BY MORE THAN 1/2' AT ANY LOCATION. 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. 10. THE MANUFACTURER SHALL PROVIDE LIFTING INSERTS. 11. PRECAST CONCRETE STRUCTURES SHALL NOT BE TRANSPORTED AWAY Ft -,'UM THE CASTING= YARD UNTIL THE CONCRETE HAS REACHED 75 % OF THE MINIMUM REQUIRED 28 DAY COMPRESSIVE STRENGTH AND A PEDIOD OF AT LEAST 5 DAYS HAS ELAPSED SINCE CASTING, U EESS I �I.Iv OTHERWISE PERMITTED BY THE ENGINEER. 12- SEALANT FOR JOINTS BETWEEN PRECAST SECTIONS -SHALL BE FLEXIBLE BUTYL RESIN SEALANT CONFORMING TO FEDERAL SPECIFICATION SS-S-21 OA AND AAS41TO M-T 98-B. 13. TANK SHALL PASS A '''" OUR WATER TIGHTNESS TEST W;T;; I140 MEASURABLE DROP IN 24 HOURS. TANKS NOT MEETING THIS REQUIREMENT WILL RE REJECTED AND REPLACECY REPAIRED AT CONTRACTORS EXPENSES. 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 STRUCTURES. 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 CONDUGTfI) IN A 'CO -DANCE WA1Tri THESE PLA�iS, ANY CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY FLUIDYNE INC. ru in w oQ-mzC?oiZ`' ta�.10 <Z =LS�t- z D nI"-' p 3 Lab c>� A zw-� �oo¢�&lL w p Z Z w _ f E 2 ZlSKOm UI.— `cs M Ki A ,s � a � �amr� a- �— J m -1 uj W u La LJ�, w al F �aoata.�0- 1 .a SCALE: 3/8"=1' fw 101 TOP VFW OF MMFOLD AN.D I e-rI`ReI r 1 I 2'0 SCH 40 PVC I ,-2"0 SCH 40 PVC I — 2"0 SCH 80 PVC WITH ORIFICE PLA- �- 2"0 SCH 40 PVC 1 i L TF---2"0 SCH 40 PVC f r-2"0 SCH 40 PVC I ki— I I 2 O SCH 40 PVC I �3' X 2" REDUCING COUPLING---' BYO SCH 40 PVC FO MAIN L / PIPE BEDDING MUST BE FREE OF LARGE ROCKS, SHARP ROCKS, IREE S 1 UMPS, LOGS, & OTHER UNSUITABLE DEBRIS. ��- C3.0 SCALE: 3/4"=1' 7' IMM T BACKS Tire- A S �rii.rt�wrL n.� SPECIFIED TO CONFORM TO OSHA REGULATIONS. TYPE 1 EXC. (NO STEEPER THAN 1:1 SLOPE EXCEPT FOR ROCK) TYPE 'A' OR "B"— IRENCH BACKFILL i i Fun AT+Cm Dc i AUS (10 REQ'D AT EACH TRENCH) ---THE STANDARD INFILTRATOR ` . NOTES: 1. SCARIFY TRENCH BOTTOM AND SIDE WALLS WITH HAND RAKE. 2. TO AVOID DAMAGE TO NATURAL SOIL STRUCTURE, PERSONNEL OR MACHINERY SHALL NOT BE ALLOWED ON INFILTRATIVE SURFACE OF DRAINFIELD TRENCH TYPICAL EFFLUENT SEWER t Z Y * 3"0 MAIN " M * 4' CLEAN GRAVEL PIPE BEDDING iMPORTE OR SAND 3/4' WASHED GRAVEL " PLACED IN 6" MAX LIFTS 4CLEAN GRAVEL i� 4SAND & COMPACTED TO 95% DENSiT Y ACCORDING 10 f AASHTO T-99. 7/7 SFECTIt0N C3.0 SCALE: 3 f 4"=l' EIAity ELD SEQMN 7' SUBGRADE OR GROUND SURFACE VERTICAL TRENCH WALLS TO CONFORM TO OSHA REGULATIONS LAST ORIFICE POINTED DOWN (# 6" 0 PVC PIPE FOR INSPECTION PORT - w/ CIRCULAR VALVE BOX Fi USH WI'ri FINISHED GRADE - ONE PER LATERAL PIPE SUPPORTED BY- 1 PLASTIC "ZIP" 11E. z�2' SUBGRADE INSULATION 2"0 SCH. 40 PVC LATERAL N UNDER TRAVELED WAYS AND WHERE PIPE IS LESS THEN 4' } BELOW GROUND SURFACE KEEP PIPE NETWORK FREE co 1 OF DEBRIS. r _8' C.M.P. ACROSS (RAVELED WAYS �r i IN 7' 6'0 CIRCVLAR VALVE BOX (ORBIT PART NO. 5301 OR EQUIVALENT) OVER FLUSHING VALVE. USE PVC 6"0 PIPE TO EXTEND VALVE BOX FLUSH WITH FINISHED GRADE. SCH 40 PVC TEE. THREADED CAP APPROX. 1" BELOW #4 REBAR SURFACE TO BE MARKED WITH A PIECE OF #4 REBAR, FOR LOCATION W/ METAL DETECTOR, (REBAR IS APPROX_ 2' BELOW FINISHED GRADE). 2" SCH 40 THREADED CAP f 2" SCH 40 THREADED UNION �- 2' SCH 40 45' BEND ALL PIPE JOINTS TO BE PREPARED ACCORDING TO SECTION 3.3, SHEET C12.3 2" SCH 40 PVC BALL VALVE CLOSED DURING NORMAL OPERATION. SEE NOTE 8. INSTALL STANDARD INFILTRATOR END PLATE. BORE 2' HOLE TO ALLOW PASSAGE OF FLUSHING LINE. 2"0 SCH 40 PVC SLOTTED FLUSHING LINEul SLOTS BE CU /iep unR o. . _z� V 1 .? TO r\r 4rl„!T 3� I rf llpli eE rv. 4' O.C. ON BOTTOM. SPLASH PLATE UNDER \ LAST ORIFICE. SEE NOTE 5. DO NOT CAP END. STANDARD INFILTRATOR CHAMBER. EXISTING GRADE 00 r I 14 EXINI f W n TRENCH DETAIL MOUND NATIVE BACKFILL TO COMPENSATE FOR SETTLING EvRCr_ir°Ail yf: APPROX. 40' OF = VO SCH 40 PVC. SLOPE TO DRAIN. MANIFc:LD; 2"0 SCH 40 PVC CENTER MANIFOLD 21' IN LENGTH LATERALS: (4) 2"0 SCH 40 PVC 62.50' LONG PLACED ON 7' CENTERS ORIFICES: (12) 3/16-0 ORIFICES PER LATERAL DRILLED 5-0" O.C., DRILL IN A MANNER SUCH THAT ALL BURRS ARE REMOVED WITHOUT DAMAGING THE ORIFICES. CHAMBERS. 40 CHAMBERS, 8 END jJ CAPS �f t IadYa je G(b%�r ci c__d -I J fi �j0ov VI'LI l4C PLATE EAW01(i WiDUL= SEEkru ��vfv!uvT LATERAL ■ NUMBER MANIFOLD LENGTH LATERAL F LENGTH ■ nkrfn r ORIrIIiES PER LATERAL tll'Sl rf r F ORIFICE PLATE I ■ DIAMETER■ 1. 0' 62.50' 12 N / A 2. 7' 6250' 12 1 3/16 ■ 3- ■ 7 62.50 12 1 4. 7' 62.50' 12 7/8 TYPICAL UNQN PLATE TRICE PLACED INSIDE SCH 80 t CG UNION 14U" TO 3/1 Sn A THICKNESS ACCORDING TO UNION PLATE ORIFICE DRILLING SCHEDULE 1. THE CONTRACTOR ACTOR SHALL BE RESPONSIBLE FOR CLEARLY IDENTIFYING THE LOCATION OF INDIVIDUAL COMPONENTS OF THE WASTEWATER TREATMENT AND CONVEYANCE SYSTEM S Tt^rT CONSTRUCTION ONSTRLCTIOv TRAFFIC AND D EQUIPMENT IP ENT IS ALERTED TO _I r PRESENCE Rr ENCE OF THESE UNDERGROUND UTILITIES, AT NO TIME WILL ANY EQUIPMENT OR MACHINERY BE ALLOW'ED TO OPERATE OVER ANY PORTION OF THE WASTEWATERTREATMENT OR WASTEWATER CONVEYANCE SYSTEM UNLESS THAT PORTION OF THE SYSTEM HAS BEEN SPECIFICALLY DESIGNED TO uAk THSTAND THE LOADING OF SUCH EQUIPMENT. 2. ALL ABSORPTION FIELD PIPING AND FITTINGS SHALL CONFORM TO ,uSTI'A D1785 SPECIFICATION FOR PVC PLASTIC PIPE SCH 40. 3. PVC TO BE JOINED w/ PRIMED SOLVENT/CEMENT WELD JOINTS. PRIMER 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. DISMIBUTION LATERAL ORIFICES ARE TO BE 3/16"0 AND DRILLED IN A MANNER THAT MINIMIZES DEVIATION FROM SPECIFIED DIAMETER. ALL BURRS, CUTTINGS, AND/OR OTHER MATERIAL ARE TO BE REMOVED FROM WITHIN AND AROUND EACH ORIFICE. 5. ORIFICES ARE TO BE POSITIONED AT 12:00, DRILL 6th AND 12th ORIFICE AT 6:00 WITH SPLASH PLA 1E I sq. 11. MINIMUM AREA UNDE NER I1 IT. 6_ A 2"0 FLUSHING LINE, 4' IN LENGTH SHALL BE CONSTRUCTED FROM THE END OF EACH LATERAL, ACCORDING TO DETAIL THIS SHEET. 7. INFILTRATOR END CAPS & CHAMBERS SHALL BE SECURED w/ SHEETROCK SCREWS. 8. ALL FLUSHING VALVES MUST BE OPEN BEFORE THE DRAINFIELD IS PRESSURIZED FOR THE FIRST TIME SO THAT DEBRIS IS PURGED FROM THE PIPING NETWORK. ABSORPTION FIELD TO BE PURGED & TESTED PRIOR TO BACKFILL IN PRESENCE OF ENGINEER. IIY r R. Q CONTRACTOR SHALL HAVE Y EXTRA 2" SCH 40 PVC THREADED CAPS DRILLED WITH 3/16" OFFICES FOR TESTING. 10. INSTALL ALL VALVE BOXES SO THAT THE LID IS FLUSH WITH GROUND SURFACE. IF NECESSARY, EXTEND VALVE BOX, FROM THE BOTTOM, w/ 6'0 PVC PIPE. COMPACT SOIL FIRMLY AROUND VALVE BOX AND EXTENSION_ 11. PREPPARE BEDDING FOR SEPTIC TANK ACCORDING TO MANUFAC-iURER`S RECOMMENDATIONS. 12. TRENCH BOTTOMS ARE TO BE LEVEL 13. SLOPE ALL PIPES TO DRAIN. 14. SUBSTITUTIONS TO THE DESIGN ARE TO BE EVALUATED BY FLUIDYNE INC AT CONTRACTORS EXPENSE. 15. Al WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THESE PLANS, ANY CHANGES TO THESE PLAINS MUST BE APPROVED IN I IR T ING BY FLUIDYNE INC. m 12 w El w f-o¢- N y n o i 3 � Z o W J O � �-9 Vl LL'�iC �o�atric�a n p Z Z W cl, myu z 0 Ed F_ ka�}�� Ca,2¢-sue' L tW13 cr c. V Q wL I CJ SECTION T _; i E C3.0 SCALE: 3%4"-1'-s7tr I! .Jl 4 IViV ` I C3.0 SCALE: = I 36" 2"0 SCH. 40 PVC LATERAL 151 ` INFILTRATION/PERCOLATION FIELD CONSTRUCTION PART 1-GENERAL PREPARATION OF THE PIPE SURFACES AND THE ACTUAL CEMENTING PROCESS SHOULD BE ACCOMPLISHED AS LISTED BELOW (AWWA, 1981)_ 1.1 DESCRIPTION BECAUSE SOLVENTS ARE HIGHLY FLAMMABLE AND THEIR VAPORS MAY PRESENT A HEALTH HAZARD IN ENCLOSED AREAS, SOLVENT CEMENTS ANY ACTIVITY ON OR ABOUT THE INDICATED ABSORPTION FIELD AREA IS SHOULD BE USED WITH CARE, AVOID CONTACT WITH EYES AND SKIN AND STRICTLY PROHIBITED. CONTRACTOR IS SOLELY RESPONSIBLE FOR LONG-TERM BREATHING OF VAPORS. COMPLYING WITH THIS CONDITION. ANY CHANGE TO THE SITE WHETHER DUE TO THE CONTRACTOR OR BY OTHER WILL BE REPAIRED, OR A NEW STEP 1. CUT CASING USING A FINE-TOOTH SAW AND A MITRE BOX TO SITE WILL BE SELECTED AT THE CONTRACTORS EXPENSE. CONTRACTOR IS AVOID ROUGH OR UNEVEN CUTS. RESPONSIBLE FOR ALL EXPLORATORY FEES, PERMITTING COSTS, PROFESSIONAL FEES AND LIQUIDATED DAMAGES. STEP 2. SMOOTH THE CUT END WITH A KNIFE, FILE, OR SANDPAPER. REMOVE ALL BURRS AND CUTTINGS. THIS SECTION COVERS THE CONSTRUCTION OF THE €NFlL1RAl10NjPER, ATlO1N DELLS, INCLUDING COivSTRUC iOiJ OF PlPiivv S cP 3. CLEAN THE CONTACT SURFACES OF nE PIPE END AND SOCKET NETWORKS, PURGING/PRESSURE TESTING, CHAMBER INSTALLATION, WITH A CLEAN, DRY COTTON CLOTH OR PAPER TOWEL GREASE MUST BE BACKFILLING, DRESSING AND CLEANUP OF THE SITE. REMOVED WITH A CLEANER RECOMMENDED BY THE SOLVENT CEMENT MANUFACTURER. ROUGHENING THE CONTACT SURFACES WITH ABRASIVE 1.2 SITE PROTECTION PAPER AIDS IN THE DEVELOPMENT OF A BETTER BOND. 1.2.1. BEFORE DOING ANY WORK, FENCE OFF DRAINFIELD AREA. DO NOT STEP 4. CHECK THE FIT OF THE SECTIONS TO BE CEMENTED. A GOOD DRIVE OVER DRAINFIELD AREA BEFORE OR AFTER INSTALLATION OF DRY FIT" SHOULD SHOW THE SPIGOT END ENTERING THE SOCKET TO INFILTRATOR CHAMBERS. ABOUT ONE-HALF TO TWO-THIRDS OF ITS DEPTH. SOME MANUFACTURERS SUPPLY CASING WITH MARKS TO DESIGNATE PROPER FIT. INCORRECTLY 1.2.2 SCHEDULE WORK FOR TIME WHEN DRY CONDITIONS ARE FORECAST DIMENSIONED PIPE, BELL, OR COUPLING SHALL NOT BE USED. FOR ONE WEEK PRIOR TO CONSTRUCTION. CONTRACTOR SHALL MAINTAIN ACCURATE SET OF DRAWINGS SHOWING "AS STEP 5. IF THE CASING IS MADE OF PVC, APPLY A PRIMER TO THE BUILT" CONDITIONS. THESE RECORDS SHALL BE ON SITE AND READY FOR INSIDE SURFACES OF THE SOCKET. THE PRIMER MAY REQUIRE MORE TIME INSPECTION AT ALL TIMES WORK 1S IN PROGRESS. TO SOFTEN THE BELLED END CASING SOCKETS THAN IS NECESSARY TO PREPARE THE SOCKETS OF A MOLDED COUPLING. PART 3 - EXECUTION STEP 6. PRIMER SHALL BE APPLIED TO THE OUTSIDE OF THE PVC 3.1 SITE PREPARATION INFILTRATIONSYSTEM CONSTRUCTION CASING (SPIGOT) END TO PREPARE IT FOR JOINING. ALL SURFACES TO BE CEMENTED SHALL BE COATED WITH THE PRIMER. 3.1.1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING, CLEARLY, THE LOCA11ON OF INDIVIDUAL COMPONENTS OF THE STEP 7. APPLY A THIN COAT OF SOLVENT CEMENT TO THE INTERIOR WASTEWATER TREATMENT AND CONVEYANCE SYSTEM SO CONSTRUCTION SURFACE OF THE SOCKET. THE USE OF TOO MUCH SOLVENT COULD TRAFFIC AND EQUIPMENT IS ALERTED TO THE PRESENCE OF THESE WEAKEN THE CASING WALL. UNDERGROUND UTILITIES. AT NO TIME WILL ANY EQUIPMENT OR MACHINERY BE ALLOWED TO OPERATE OVER ANY PORTION OF THE STEP 8. APPLY A UNIFORM COAT OF SOLVENT CEMENT TO THE OUTSIDE WASTEWATER TREATMENT OR WASTEWATER CONVEYANCE SYSTEM UNLESS SURFACE OF THE SPIGOT END OF THE CASING. THAT PORTION OF THE SYSTEM HAS BEEN SPECIFICALLY DESIGNED TO WITHSTAND THE LOADING OF SUCH EQUIPMENT. DAMAGE CAUSED BY STEP 9. INSERT THE SPIGOT END OF THE CASING SECTION FORCEFULLY SUCH ACTION WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. IN INTO THE SOCKET TO THE ENTIRE DEPTH OF THE SOCKET WHILE BOTH THE ORDER TO PREVENT UNNECESSARY COMPACTION AND SOIL DAMAGE, IT is INSIDE SOCKET SURFACE AND OUTSIDE SURFACE OF THE CASING ARE RECOMMENDED THAT EACH CELL IS CONSTRUCTED INDIVIDUALLY, AND COMPLETELY COATED WITH WET CEMENT. BACKFILIED WITH THE SOIL EXCAVATED FROM THE NEXT CELL OTHER CONSTRUCTION METHODS SHALL BE EVALUATED BY THE ENGINEER FOR STEP 10. TWIST CASING 1/8 TO 1/4 TURN THEN HOLD THE SOCKET AND APPROVAL CASING SECTIONS TOGETHER FOR AT LEAST 15 TO 20 SECONDS OR UNTIL AN INITIAL SET TAKES PLACE. 3.1.2 TAKE NECESSARY MEASURES TO ENSURE THAT VEHICULAR TRAFFIC OR OTHER ACTIVITIES WHICH MAY CAUSE SOIL COMPACTION ARE STEP 11. WIPE THE EXCESS CEMENT FROM THE SOCKET. A PROPERLY PROHIBITED FROM DAMAGING THE INFILTRATION AREA. ANY DAMAGE TO CEMENTED JOINT SHOULD SHOW A BEAD OF SOLVENT CEMENT AROUND THE INFILTRATION AREA WILL BE REPAIRED IN A MANNER ACCEPTABLE TO THE ENTIRE CIRCUMFERENCE OF 1HE CASING WHERE IT MEETS nE THE ENGINEER AT THE CONTRACTOR'S EXPENSE. SOCKET. 3.1.3 THE ELEVATION OF EACH CELL BOTTOM IS PROVIDED ON THE STEP 12. TO INSURE A STRONG BOND. A JOINT SHOULD REMAIN PLANS. LATERAL CELLS SHALL BE EXCAVATED LEVEL AT THE SPECIFIED UNDISTURBED UNTIL AN INITIAL SET IS REACHED (TABLE 1). 1ELEVATION. 3.1.4 IF SOIL SMEARING OCCURS, WORK SHALL CEASE UNTIL THE SOIL TABLE 1. SOLVENT CEMENTING OF BELLED END CASING - APPROXIMATE DRIES SUFFICIENTLY. SMEARED SOIL SHALL BE REPAIRED IN A MANNER ACCEPTABLE TO THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 3J2 PRESSURE NEPi.'ORK 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 MAKING SOLVENT -CEMENTED JO€NTS WITH PVC PIPE AND FI i i NGS. PRIMER USED SHALL IMPART A SALIENT COLORATION. ANY SOLVENT CEMENTED JOINT NOT EXHIB€I1NG SUCH COLORATION SHALL BE REJECTED BY THE ENGINEER AND REPLACED AT THE CONTRACTOR'S EXPENSE. (SEE SECTION 3.3 PREPARATION OF PIPE SURFACES AND CEMENT PROCESS FOR PLASTIC PIPE). 3.2.3 CONSTRUCT THE FORCE MAIN AS SHOWN ON THE PLANS FOR EACH INFILTRATION CELL. TRENCHING, EXCAVATION, AND BEDDING SHALL BE IN ACCORDANCE WITH SECTION 02221 TRENCH EXCAVATION AND BACKAH FOR PIPELINES &. APPURTE€4nNT STRUC LURES, OF THESE SPECIFICAT€ONS. FORCEMAIN SHALL NOT BE BACKFILLED WITH STONES LARGER THAN 3 INCHES. 3.2.4 CONSTRUCT MANIFOLD AND LATERALS AS SHOWN ON THE PLANS. 3.2.5 LATERAL ORIFICES ARE TO BE 3/16 INCH DIAMETER. ORIFICES SHALL BE DRILLED ON THE TOP OF THE PIPE EXCEPT THAT EVERY SIXTH ORIFICE SHALL BE DRILLED ON THE UNDER SIDE OF THE PIPE TO ALLOW FOR DRAINAGE. THE FIRST ORIFICE SHALL BE DRILLED 18 INCHES FROM THE BEGINNING OF THE LATERAL. ORIFICES ARE TO BE DRILLED IN A MANNER THAT MINIMIZES DEVIATION FROM SPECIFIED DIAMETER AND MAINTAINS A SHARP EDGE. ALL BURRS, CUTTINGS AND/OR 01-HER MATERIAL ARE TO BE REMOVED FROM WITHIN AND AROUND EACH ORIFICE WITHOUT DAMAGING THE ORIFICE. 3.2.6 FLUSHING ASSEMBLIES SHALL BE CONSTRUC cD ACCORDING TO PLANS. ALL FLUSHING VALVES SHALL BE OPEN. 3.2.7 THE DISTRIBUTION NETWORK SYSTEM SHALL BE CONSTRUCTED ON THE BOTTOM OF THE CELLS. 3.2.8 EACH LATERAL IS TO BE COVERED AND SECURED TO THE CHAMBERS IN THE CELLS BEFORE FINAL BACKFILLING AS SHOWN ON THE PLANS (SEE SECTION 3.5 CHAMBER INSTALLATION). ONCE THE SYSTEM HAS BEEN COVERED, IT SHALL BE PURGED AND PRESSURE TESTED, (SEE SECTION 3.4 PRESSURE TESTING/SYSTEM PURGING), AND APPROVED BY THE ENGINEER. 3.2.9 EVERY PRECAUTION SHALL BE TAKEN TO PREVENT FOREIGN MATERIAL FROM ENTERING THE PIPE WHILE IT IS BEING INSTAIIED. AT TIMES WHEN PIPE LAYING IS NOT IN PROGRESS, THE OPEN ENDS OF PIPE SHALL BE CLOSED BY A PLUG OR OTHER MEANS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL CLEAN AND REMOVE ALL DEBRIS THAT HAS ENTERED THE LINES IN E PROCESS OF CONSTRUCTION. ANY FOREIGN MATERIAL REMAINING IN THE DISTRIBUTION SYSTEM AFTER CONSTRUCTION SHAII BE REMOVED AT THE CONTRACTOR'S EXPENSE. 3.3 PREPARATION OF PIPE SURFACES AND CEMENT PROCESS FOR PLASTIC PIPE JOINING PLASTIC CASING IS A RELATIVELY SIMPLE PROCESS, BUT THE IN ItGRITY OF THE JOINT WILL BE A FUNCTION OF THE THOROUGHNESS OF THE JOINING TECHNIQUES. THE MATERIALS AND TOOLS REQUIRED INCLUDE (AWWA, 1981): 1. A FINE-TOOTHED SAW 2. A MITRE BOX 3. A SMALL KNIFE, FILE, OR BEVELING TOOL 4. FINE-GRAINED, ABRASIVE PAPER 5. CLEAN, DRY CLOTH OR PAPER TOWEL 6. CLEANER AND/OR PRIMER CAPABLE OF IMPARTING COLOR. 7. THE PROPER SOLVENT CEMENT 8. A NATURAL BRISTLE BRUSH APPROXIMATELY HALF THE DIAMETER OF THE CASING BEING JOINED OR A SPECIALLY DESIGNED APPLICATOR WHICH MAY BE INCLUDED IN THE SOLVENT CEMENT CONTAINER INI I IAL 5t 1 IIMtb* Temperature Range Set Time in Minutes During Initial Set 2 and 3 in Sizes Larger -C(51 and 76 mm) then 3 in Casing mm 15 to 40 -9.4 to 4.4 7.5 15 5 to 15 -15.0 to -9.4 30 60 -20 to 5 -28.9 to -15.0 90 180 *DEVELOPMENT OF FULL OPERATING STRENGTH REQUIRES CURE PERIODS 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 PASS WITH LESS THAN 1/4 INCH OF CLEARANCE. 3.4.3 AN END CAP SHALL BE SECURED TO THE FIRST CHAMBER WITH 4 SELF DRILLING SCREWS. THE DISTR€BUTTON LATERAL SHALL PASS THROUGH THE HOLE IN THE END CAP AND THE CAP SHALL BE RETAINED BY A SLIP X SLIP COUPLI":G ON THE LA ,ERA 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 ADD11IONAL CHAMBERS DOWN THE LENGTH OF THE LATERAL, FILLY ENGAGING INTERLOCKS AND SECURING WITH 4 SELF DRILLING SCREWS. SPLASH PLATES SHALL BE INSTALLED BELOW ALL DOWNWARD POIN1NG ORIFICES. DISTRIBUTION LATERALS SHALL BE SECURED TO EACH CHAMBER. 3.4.6 AFTER THE LAST CHAMBER IS INSTALLED, SECURE AN END CAP TO THE LAST CHAMBER WITH 4 SELF DRILLING SCREWS. THE DISTRIBUTION LATERAL, AND FLUSHING LINE SHALL PASS THROUGH 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 t1IND RISERS CAREFULLY WITH NATIVE SOIL AS SHOWN ON THE PLANS. 3.5 PRESSURE TESTING/SYSTEM PURGING 3.5.1 PRESSURE TESTING/SYSTEM PURGING ONCE THE SYSTEM HAS BEEN CONSTRUCTED TO THE POINT OF TESTING AND PURGING, THE SYSTEM IS TO BE PURGED AND PRESSURE TESTED IN THE PRESENCE OF THE ENGINEER USING THE FOLLOWING PROCEDURE. 1. FILL THE DOSE TANK WITH CLEAN WA -ER. 2. BE CERTAIN ALL FLUSHING VALVES ARE OPEN, 3. FILL THE DOSE TANK TO THE LEVEL WHICH ACTIVATES THE DRAINFIELD PUMP(S) AND ALLOW THE LATERALS TO PURGE. REPEAT UNTIL ALL FOREIGN OBJECTS HAVE BEEN DISCHARGD FROM THE FORCE MAIN AND LATERALS 4. DRILL 3/16" ORIFICE IN THE CLEANOLT CAP OF EACH LATERAL. 5. FILL THE DOSE CHAMBER TO THE PONT WHERE THE PUMP(S) ENGAGES. THE ENGINEER SHALL BE PRESENT DURING PRESSURE TESTING OF THE !NFILTRATION CELLS, TO MEASURE THE DIFFERENCE IN DISCHARGE IN THE LATERAL ENDS. 6. REPLACE CLEANOUT CAP ON EACH LATERAL NTH NEW, UNDRILLED CAPS. Ve5im Criteria We45ide Maintenance Facil Facilitq: We5t5ide x �� �,Z•-..� , � �•O ass •ia ,wb v-t; �i is v f+e� ��' �O � J 0 i il/G Cc /trYll ah�/ /VR✓ /X!i �i,kfL�/ J��l �� �Glli{ Wa5tew (Aener - Ion: C I Apartme X 7�7 gallons per person per dais X 1 person per apar cjJ65 a day per emplogee X C }5 seasod emplogee5 - 5 4ear-round em pl oq 5) ) X I �0 ao Feaking Fat car- 967, �? galls n5/ daq Adequate Septic I �►k Size ( to provide �0 har retention 'time) : 961,� g�1 15 per riaij l 2 1'k,ir7 per da4gad itii'!5 per Ivl t" 40.5gU!lan5 per ho�,r X 30 haur recentk^n hime- 1209 gallons 5elANC far!: Size in PeSign: 1 �?00 Olon5 AbSarptlion Area: 967,E q 6, 5 per doq/ 0,6 gal615 per dais per sq, ft, -1612: 5 sq, ft, Absorption Area Credit for Chambers: 1612, �7 -;q, ft, -C 1612, 5 X �207- � 806.25 5a, ft. Absorption area Credit for Po5inq: 806.2�7 sq, ft. -C 806,2� X 2!� ) - 6043 5q,, ft, Required Absorption 54s-Lem: 6041 5q,, ft, Chambers Feauired: 60415a, ft,/ 15,5 5q. ft, per chamber- �9 chambers Absorpton 5gstem baiput: 4 larer,45 A 62.E feet long (10 chambers each) - -- -. Absorption area Achieved: 620 2q, f �'`W-- 4' arrjr' y - �✓ r o, Je� - +l2 �� S�. pr Red Sky Ranch vZestside M intenance Facility System h-Q Curve 39 36 33 ra Poitt n�