Loading...
HomeMy WebLinkAbout730 Aspen Bluff Ln - 194127203005Work Classification: NewPermit 159 E WAITON PL E CHICAGO IL 60611- Address Owner Information Permit Status: Active Project Address 194127203005 Permit Type: OWTS Permit Permit NO. OWTS-8-08-1963 Expires: 12/6/2008 Issue Date: 8/8/2008 Parcel No. 000730 ASPEN BLUFF LN WOLCOTT AREA, CO 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: (312)475-9644 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR OWTS Partial Inspection 093 OWTS Final Inspection 095 PhoneEngineer(s) (888)406-2289Eliminite Contractor(s)Phone Primary ContractorLicense Number Septic Smart (970)343-0229 Yes BOB AND MARCELLA BARRY Permitted Construction / Details: Installation of a 1,500 gallon Eliminite TANC exactly as specified in the engineer's plans dated 7-22-08. This system connects to the common drainfield referred to as Lower Aspen Bluffs. Engineer must certify the installation and connection prior to occupancy. Office Copy August 08, 2008 Issued by: Environmental Health Department, Eagle County, CO Date Ray Merry 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 oA Eagle (970) 328-8788 El Jebel (970) 704-2700 TOLL FREE: 800-225-6136 EAGLE COUNTY e _)a� 04, VAI P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ISDS Permit #t/W --19&3 Building Permit # 65—tgq 60 173a INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE $373.00 This fee includes the ISDS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or consultation is needed. The re -inspection fee is $55.00. Make all remittance payable to: Eagle County Treasurer. Property Owner: Bob and Marcella Barry Mailing Address: 159 E. Walton Place #7A, Chicago, 111. 60611 Phone: 312-475-9644 Applicant/Contact Person: Holland Creek Metropolitan District Phone: 970-926-6060 Licensed Systems Contractor: Donald Odell Company/DBA: Septic Smart, LLc. Mailing Address: PO Box 1812, Edwards, CO.81632 License # 04-08 Phone: 970-343-0229 Permit Application is for: F- New Installation F- Alteration r-.., Repair Location of Proposed Individual Sewage Disposal System: Legal Description: Lot 13, R763556, Red Sky Ranch Subdivision Tax Parcel Number: 194127203005 Assessor's Link: www.eaglecounty.us/patie/ Physical Address: 730 Aspen Bluff Lane, Wolcott, CO.81655 Lot Size: 1.09 Building Type: Fx-, Residential/Single Family Number of Bedrooms: 4 f Residential/Multi Family Number of Bedrooms: F- Commercial/Industrial* Type of Use: *These systems require design by a Registered Professional Engineer Type of Water Supply: F-j Private Well F-,. Spring F Surface �! Public If Public Name of Supplier : Red Sky Ranch Metropolitan District Applicant Signature : (W /1, 6M , Office Use Only Amount Paid: L-73 M2 Receipt#: Check#: -5OL Date: R/ 3341 Frontage Road Three Forks, MT 59752 Mailing Address: P.O. Box 359 Belgrade, MT 59714 P:888-406-2289/406-388-7504 Fax: 406-388-7549 tjk@eliminite.com August 5, 2009 Raymond P. Merry, REHS, Director Environmental Health Department Eagle County Government P.O. Box 179 Eagle, CO 81631 Re: Lot 13 RSR 730 Aspen Bluff Lane Wolcott, CO 81655 Tax Parcel #: 194127203005 Dear Ray: Please accept this letter as Final Certification of the ISDS installed on the property referenced above. The system was installed according to plan and specifications; it is connected to the Aspen Bluff cluster system and is now operational. The NSF alarm dialer is currently backordered, but will be installed as soon as it becomes available. Don Odell has provided the following GPS coordinates for the system: GPS Coordinates: (+/- 3 foot accuracy GPS unit) Center TANC3000: N39 40.930 W 106 41.144 Control Panel: N39 40.917 W 106 41.131 Cleanout: N39 40.922 W 106 41.132 Please contact me di tly at 406-581-1613. with any questions regarding this ISDS. J. Kallenbach, P.E., CO License #33633 Cc: Don Odell, Vail Resorts Development Company mPA(—,I P C(-)l II\JTY Receipt Eagle County, Colorado P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8730 Fax: (970)328-7185 Permit Number: OWTS-8-08-1963 Invoice Number: OWTS-8-08-54920 Contractor: Donald Odell Septic Smart Job Address: 000730 ASPEN BLUFF LN WOLCOTT AREA, CO Contractor Address Date Payment Type Check Number Amount Change 08/01/2008 Check 3043 $373.00 $0.00 Total Payment: $373.00 Page 1 of 1 DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us EAGLE COUNTY August 8, 2008 Don Odell Septic Smart PO Box 1812 Edwards. CO 81632 RAYMOND P. MERRY, REHS Director RE: Issuance of Onsite Wastewater Treatment System (OWTS) Permit #08-08-1963. Tax Parcel #194127203005 Property Location: 730 Aspen Bluff Ln, Lot 13, Red Sky Ranch, CO Dear Don, Please find enclosed OWTS permit, number 08-08-1963 to conduct the construction exactly as indicated on the engineer design signed, stamped, & dated 7/22/2008 and as further specified on the permit. This permit remains valid for 120 days or for the duration of a current building permit. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications must be pre -approved by this department. If you are receiving this permit and have not been contracted to perform the installation, please contact us immediately. Also enclosed is a final inspection completeness check list to remind you of various inspection criteria to consider prior to scheduling your final inspection. It is important to pay close attention to the special conditions which may have been included to address site specific issues. All components of the system must be exposed for proper inspections. Projects that require multiple inspections will be assessed a re -inspection fee of $55.00 payable before or at the time of inspection. It is extremely important to remember to rake all infiltrative surfaces and avoid installing systems in wet or frozen ground. If unfavorable conditions prevail between the installation and the final inspection (such as snow) special precautions must be taken to protect the drain field area from the elements. Please keep this office informed regarding the progress of your installation so we can provide responsive customer service when scheduling your final inspection. Building occupancy cannot be issued without the septic system being inspected and approved for use. Systems designed by a registered professional engineer must be inspected and certified by the design engineer. If you have any questions, please feel free to contact us at (970) 328-8755. Sincerely, Terri Vroman, Administrative Technician IV cc: electronic permit folder electronic chronological file hard copy permit file design engineer Enclosures: OWTS Permit #08-08-1963 Final Inspection Completeness Checklist OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 3341 Frontage Road Three Forks, MT 59752 Mailing Address: P.O. Box 359 Belgrade, MT 59714 P:888-406-2289/406-388-7504 Fax: 406-388-7549 qk@efiminite.corn August 5, 2009 Raymond P. Merry, REHS, Director Environmental Health Department Eagle County Government P.O. Box 179 Eagle, CO 81631 Re: Lot 13 RSR 730 Aspen Bluff Lane Wolcott, CO 81655 Tax Parcel #: 194127203005 Dear Ray: Please accept this letter as Final Certification of the ISDS installed on the property referenced above. The system was installed according to plan and specifications; it is connected to the Aspen Bluff cluster system and is now operational. The NSF alarm dialer is currently backordered, but will be installed as soon as it becomes available. Don Odell has provided the following GPS coordinates for the system: GPS Coordinates: (+/- 3 foot accuracy GPS unit) Center TANC3000: N39 40.930 W106 41.144 Control Panel: N39 40.917 W106 41.131 Cleanout: N39 40.922 W106 41.132 Please contact me di tly at 406-581-1613. with any questions regarding this ISDS. B e ds, Th mas I Kallenbach, P.E., CO License #33633 Cc: Don Odell, Vail Resorts Development Company TAC RED SKY RANCHWILDFLOWER LANEJUNIPER TRAILFACILITY: 4 BEDROOM SINGLE FAMILY HOMEWASTEWATERGENERATION:2 PEOPLE PER BEDROOM X 75 GALLONS PER PERSON PER DAYX 4 BEDROOMSX 150% PEAKING FACTOR= 900 GALLONS PER DAYADEQUATESEPTICTANKSIZE(TO PROVIDE 30 HOUR RETENTION TIME):900 GALLONS PER DAY/24 HOURS PER DAY = 37.5 GALLONS PER HOUR37.5 GALLONS PER HOUR X 30 HOUR RETENTION TIME= 1,125 GALLONS MINIMUMSEPTICTANKSIZEINDESIGN:1,500 GALLONSABSORPTIONAREA:SYSTEM SHALL BE CONNECTED TO THE LOWER ASPEN BLUFF WASTEWATERTREATMENT SYSTEMDETAILSC1.4ELIMINITE TANCC1.3SITE PLANCOVERDESCRIPTIONC1.2C1.1C1.0SHEETC1.5CONTROL PANELBUILDING SEWER: 4"Ø SCHEDULE 40 PVCSEPTIC TANK: 1,500 GAL. FIBERGLASS INTEGRAL TOTREATMENT UNITPUMP CHAMBER: 650 GAL. SINGLE COMPARTMENTCOMBINED W/ SEPTIC TANKELIMINITE UNIT: TANC ONE PIECE RESIDENTIAL UNITELIMINITE PUMP: HYDROMATIC OSP50, 230 VOLT,SINGLE PHASE SUBMERSIBLEELIMINITE PANEL: ELIMINITE DUPLEX PANEL, 230V PUMPCIRCUITEFFLUENT PUMP: HYDROMATIC SPD50, 230 VOLT,SINGLE PHASE, SUBMERSIBLE EFFLUENTPUMP, 2" DISCHARGEFORCEMAIN: 2" SDR 11 HDPE PIPENOTESBELLYACHERIDGE ROADRED SKY ROADASPEN BLUFFLANELOCATONADDRESSEDIN THS SET TAC 2" SDR 11 HDPE FORCEMAINCONNECTION TO LOWER ASPENBLUFF DOSE TANK SEE DETAIL4" BUILDING SEWERSLOPE 1/4" /FOOT MINIMUMBUILDING OUTLETELEVATION 7810.5'CLEANOUT EVERY 50' (TYP)SEE DETAILELIMINITE TANC 3000SEE SHEET-1.2CONTOUR INTERVAL: 2'INLET ELEVATION7805.75'31.3PIPE TRANSITIONSEE DETAIL81.3HDPE PIPE RESTRAINTSEE DETAIL41.3CENTERLINE OFASPEN BLUFF LANEEDGE OF ASPHALTFORCEMAIN TO RUNBENEATH ROADSEE DETAIL61.391.3EXISTING 2" HDPE STUBOUT TOLOWER ASPEN BLUFF SYSTEMMETER CL LIGHTFIXTURELIGHTFIXTURELIGHTFIXTURELIGHTFIXTURE TAC 21ELIMINITE® TANC - PLAN VIEWELIMINITE® TANC - SECTION A-A3PVC BAFFLE TEE24" ACCESS OPENING (3)EFFLUENT FILTERWITH ALARM FLOATMETAROCK®FILL LEVELGEOGRID MEDIA SUPPORTRECIRC./ DOSE TANK650 GALLONSLIQUID LEVELDENITRIFICATION LINEDRAINFIELD PUMPHYDROMATIC SPD50 MH2ELIMINITE® PUMPHYDROMATIC OSP50 M2REFER TO INSTRUCTIONS, DETAIL FORBEDDING AND BACKFILL REQUIREMENTSSPRAY BARNOT TO SCALESPRAY NOZZLE (TYP)SCH 80 PVC UNION, (3)NOT TO SCALEPUMP VAULT DETAIL4ELIMINITE® TANC NOTES4--6'SEPTIC TANK1500 GALLONS100 FT^3 METAROCK®MEDIA--2PUMP VAULT16'AASERIAL NUMBER LOCATIONPVC BAFFLE TEE24" ACCESS OPENING (3)DENITRIFICATION LINEEFFLUENT FILTERWITH ALARM FLOATSPRAY BARSCH 80 PVC UNION, (3)2" PVC OUTLETPUMP VAULTFLOWFLOWSCH 80 PVC UNIONWITH ORIFICE PLATE4" SEWER INLETELEVATION 7,805.75'2" PVC OUTLETHIGH LEVEL ALARMDRAINFIELD PUMP ONDRAINFIELD PUMP OFFLOW LEVEL CUTOUT15"28"31"18"WATERTIGHT/AIRTIGHTJUNCTION BOXPOLYETHYLENE RISERPVC FLOAT MOUNTINGSTANDCONDUIT TOCONTROL PANEL4" SEWER INLETELEVATION 7,805.75'ELIMINITE® PUMPHYDROMATIC OSP50 M2NOT TO SCALE TAC VALVE BOX FLUSHTO FINISHED GRADECAST IRON OR PVCRING AND COVERTHREADED CAPRISER DIAMETERSAME AS SEWERSLOPEPVC WYE4" PVC BUILDING SEWERNOTE: PLACE CLEANOUTS ON BUILDING SEWERS AT CHANGESIN GRADE, ANGLES OVER 45°, AND AT 50' INTERVALS45° PVC ELBOW32"BEDDINGMATERIALTRENCHWALLFINISHED GRADETYPE "A" OR "B"TRENCH BACKFILLVERTICAL TRENCHWALLS TO CONFORMTO OSHAREGULATIONSBACKSLOPE AS SPECIFIED TOCONFORM TO OSHA REGULATIONSPIPE BEDDING IMPORTED 3/4" MINUSSELECT BEDDING MATERIAL PLACEDIN 6" MAX LIFTS AND COMPACTED TO95% DENSITY ACCORDING TO AASHTO T-99BEDDING SPECIFICATION:SIEVE OPENING % PASSING3/4" 100NUMBER 4 24-45NUMBER 200 0-10TYPE 2 PIPE BEDDING REQUIRED FOR SOFT ORUNSTABLE FOUNDATION, AND REQUIRES GEOTEXTILEFABRIC BETWEEN TRENCH SIDEWALL AND IMPORTEDBEDDING. PLACE IN 6" MAX LIFTS AND COMPACT TO 95%DENSITY ACCORDING TO AASHTO T-99. DEPTH VARIES,BUT MUST EXTEND TO SUITABLE BASE MATERIAL.6" MIN. - 12" MAX.748PIPE INSULATION, >2' AND <6' COVER5BUILDING SEWER CLEANOUT3HDPE TO PVC PIPE CONNECTIONSPEARS VAN STONE FLANGEHDPE PIPE RESTRAINTHDPE PIPE RESTRAINTTYPICAL GRAVITY SEWER TRENCH DETAIL921TORQUE PATTERNTIGHTEN BOLTS IN5 FT. LB. INCREMENTSTHE FACE OFMATING FLANGESMUST BE FLUSHAGAINST THEGASKET PRIORTO BOLTINGALIGN BOLT HOLES BYROTATING THERING INTO POSITION[8] 5/8" BOLTSAND NUTS WITH[2] FLAT WASHERSSERVICE SADDLEWITH FULL PIPESUPPORT2" SDR 11HDPE PIPE24x24x4" SQUARECONCRETE PADBEDDING AS SHOWNIN DETAIL 2 FORENTIRE PIPE LENGTHFLANGE FITTINGSSEE DETAIL7--RUBBER BUSHINGWRAPPED OVERPIPESTAINLESS STEELSERVICE SADDLEWITH FULL PIPESUPPORT2" SDR 11HDPE PIPESTAINLESS STEELTHREADED RODEPOXIED AND EMBEDDED2.5" INTO CONCRETE PAD4--24x24x4" SQUARECONCRETE PADHDPE FUSIONWELDED FLANGEFITTINGssPVC SLIPxFLANGESOLVENT/CEMENTWELD TO PVC LINECENTER LINEOF PIPESEE NOTE ONALIGNMENT2" SDR 11HDPE LINESTUB1/8" FULL FACEDGASKET2" SCH 40PVC LINEFROM PUMPCHAMBERNOTE ON ALIGNMENT:THE ALIGNMENT OF THE PVC LINE TO THE HDPE LINE MUST BE PERFECTBEFORE AND AFTER INSTALLING FLANGE BOLTS2" THICK, 25 PSIEXTRUDEDINSULATION BOARD(AASHTO SPEC.POLYSTYRENE,M230-70) 8' LENGTHMINIMUMLOWER ASPEN BLUFF DOSE TANK - CONNECTION FROM LOT 16DO NOT USE BOLTS TO BRING TOGETHER IMPROPERLY MATED FLANGESTOP VIEWSECTION VIEWASPEN BLUFF LANE2" SDR 11 HDPEPIPE4" SCH 40 ORSIMILAR PIPINGNOTE: BEFORE COMENCEMENT OF BORING HOLE, CONFIRM LOCATIONOF ALL UTILITIES INCLUDING GAS, SEWER, WATER, AND ELECTRICAL.SHOULDEROF ROADBOREHOLE DETAIL64"Ø SDR 17 HDPE100 psi INLETROMAC SADDLE OR SIMILARFOR CONNECTION FROMLOT 13***BORING ONLY REQUIRED IF EXISTING HDPE STUBOUT FROMASPEN BLUFF LANE IS INNACCESSIBLE OR UNUSABLE TAC ALARMCIRCUITINCOMING120VCIRCUITPUMPINCOMING230VPUMP®ELIMINITEPUMPDRAINFIELD4&3TB2ALARM2&1TB2T2&T1M1T2&T1M2PUMPSPD50PUMPCIRCUITCIRCUITCHAMBERPUMPPUMP50OSPCHAMBERPUMPCOMPONENT/FUNCTIONSTARTPUMPDRAINFIELDALARMLEVELHIGHCUTOUTLEVELLOWPUMP®ELIMINITESTOPPUMPDRAINFIELDCONNECTIONPANELCONTROL8&7TB16&5TB12&1TB14&3TB1FLOORTANKFROM18"CHAMBERPUMPFLOORTANKFROM15"CHAMBERPUMPFLOATFLOATFLOORTANKFROM28"CHAMBERPUMPFLOORTANKFROM31"FLOATTYPEFLOATCHAMBERPUMPLOCATIONREF.FEGHDCABA B C DE FG HTB1TB2M1M21LUGS.GROUND FOR IN-LBS 45 AND CONTACTORS MOTOR FOR IN-LBS 20 3&4, POSITIONS TB2 FOR IN-LBS 18-20 1&2, POSITIONS TB2 FOR IN-LBS 32-35 TB1, FOR IN-LBS 9 IS SCREWS CLAMPING TERMINAL WIRING FIELD OF RATINGS TORQUE ONLY. CONDUCTORS COPPER ACCEPT WILL LUGS GROUND AND TERMINALS WIRING FIELD C). (60 F 140 LEAST AT BE MUST CONDUCTORS INSTALLED FIELD OF RATING TEMPERATURE * 1234 5 6781 23 4T1T2T1 T2PUMP 1CUTOUTLEVELLOW PUMPELIMINITE STOPPUMPDRAINFIELDSTARTPUMPDRAINFIELDALARMLEVELHIGHL1L1L1NPOWERINCOMINGPUMPVAC230 PUMPELIMINITEOTHERS.BY PROVIDED DISCONNECT SERVICE MAIN REQUIRED. IS ALARM AND PUMP FOR SOURCES POWER SEPERATE OF USE THE PUMPDRAINFIELDPUMP 2POWERINCOMINGALARMCONTROL/VAC120 CONTROL PANEL FUNCTIONSPANEL VIEW PRESENTED FOR REFERENCE ONLY.ACTUAL PANEL CONFIGURATION MAY VARY FROM THE PANEL SHOWN.®OTHERS.BY PROVIDED BE TO INDICATOR ALARM REMOTE DIALING AUTO NSF WITH INTERFACE CONTROLS 1. (TB1) TERMINAL BLOCK2. (TB2) TERMINAL BLOCK, INCOMING POWER3. M1 & M2 PUMP MOTOR CONTACTORS4. SIEMENS LOGIC CONTROLLER/TIMER5. PUMP CURRENT SENSOR6. CIRCUIT BREAKERS °F7.53090(51 and 76 mm)2 and 3 in°CCasing1560180(76 mm)than 3 inSizes Larger3.2 PREPARATION OF PIPE SURFACES AND CEMENT PROCESS FOR PLASTIC PIPEJOINING PLASTIC CASING IS A RELATIVELY SIMPLE PROCESS, BUT THE INTEGRITY OF THE JOINT WILL BE AFUNCTION OF THE THOROUGHNESS OF THE JOINING TECHNIQUES. THEMATERIALS AND TOOLS REQUIREDINCLUDE (AWWA, 1981):1. A FINE-TOOTHED SAW2. A MITER BOX3. A SMALL KNIFE, FILE, OR BEVELING TOOL4. FINE-GRAINED ABRASIVE PAPER5. CLEAN, DRY CLOTH OR PAPER TOWEL6. CLEANER, AND/OR PRIMER CAPABLE OF IMPARTING COLOR7. THE PROPER SOLVENT CEMENT8. A NATURAL BRISTLE BRUSH APPROXIMATELY HALF THE DIAMETER OF THE CASING BEING JOINED OR ASPECIALLY DESIGNED APPLICATOR WHICH MAY BE INCLUDED IN THE SOLVENT CEMENT CONTAINER.PREPARATION OF THE PIPE SURFACES AND THE ACTUAL CEMENTING PROCESS SHOULD BE ACCOMPLISHEDAS LISTED BELOW (AWWA 1981). BECAUSE SOLVENTS ARE HIGHLY FLAMMABLE AND THEIR VAPORS MAYPRESENT A HEALTH HAZARD IN ENCLOSED AREAS, SOLVENT CEMENTS SHOULD BE USED WITH CARE; AVOIDCONTACT WITH EYES AND SKIN AND LONG-TERM BREATHING OF VAPORS.STEP 1: CUT CASING USING A FINE-TOOTHED SAW AND A MITER 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 CLOTHOR PAPER TOWEL. GREASE MUST BE REMOVED WITH A CLEANER RECOMMENDED BY THE SOLVENT CEMENTMANUFACTURER. ROUGHENING THE CONTACT SURFACES WITH ABRASIVE PAPER AIDS IN THE DEVELOPMENTOF A BETTER BOND.STEP 4: CHECK THE FIT OF THE SECTIONS TO BE CEMENTED. A GOOD "DRY FIT" SHOULD SHOW THE SPIGOTEND ENTERING THE SOCKET TO ABOUT ONE-HALF TO TWO -THIRDS OF ITS DEPTH. SOME MANUFACTURERSSUPPLY CASING WITH MARKS TO DESIGNATE PROPER FIT. INCORRECTLY DIMENSIONED PIPE, BELL, ORCOUPLING SHALL NOT BE USED.STEP 5: IF THE CASING IS MADE OF PVC, APPLY A PRIMER TO THE INSIDE SURFACES OF THE SOCKET. THEPRIMER MAY REQUIRE MORE TIME TO SOFTEN THE BELLED END CASING SOCKETS THAN IS NECESSARY TOPREPARE THE SOCKETS OF A MOLDED COUPLING.STEP 6: PRIMER SHALL BE APPLIED TO THE OUTSIDE OF THE PVC CASING (SPIGOT) END TO PREPARE IT FORJOINING. ALL SURFACES TO BE CEMENTED SHALL BE COATED WITH THEPRIMER.STEP 7: APPLY A THIN COAT OF SOLVENT CEMENT TO THE INTERIOR SURFACE OF THE SOCKET. THE USE OFTOO MUCH SOLVENT COULD WEAKEN THE CASING WALL.STEP 8: APPLY A UNIFORM COAT OF SOLVENT CEMENT TO THE OUTSIDE SURFACE OF THE SPIGOT END OFTHE CASING.STEP 9: INSERT THE SPIGOT END OF THE CASING SECTION FORCEFULLY INTO THE SOCKET TO THE ENTIREDEPTH OF THE SOCKET WHILE BOTH THE INSIDE SOCKET SURFACE AND OUTSIDE SURFACE OF THE CASINGARE COMPLETELY COATED WITH WET CEMENT.STEP 10: TWIST CASING 1/8 TO 1/4 TURN THEN HOLD THE SOCKET AND CASING SECTIONS TOGETHER FOR ATLEAST 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 ABEAD OF SOLVENT CEMENT AROUND THE ENTIRE CIRCUMFERENCE OF THE CASING WHERE IT MEETS THESOCKET.STEP 12: TO INSURE A STRONG BOND, A JOINT SHOULD REMAIN UNDISTURBED UNTIL AN INITIAL SET ISREACHED (TABLE 1).TABLE 1. SOLVENT CEMENTING OF BELLED END CASING - APPROXIMATE INITIAL SET TIMES**DEVELOPMENT OF FULL OPERATING STRENGTH REQUIRES CURE PERIODS ABOUT TEN TIMES LONGER THANSHOWN BY THIS TABLE.3.3 PRESSURE TESTING/SYSTEM PURGING3.3.1 PRESSURE TESTING/SYSTEM PURGINGONCE THE SYSTEM HAS BEEN CONSTRUCTED TO THE POINT OF TESTING AND PURGING, THE SYSTEM IS TOBE PURGED AND PRESSURE TESTED IN THE PRESENCE OF THE ENGINEERUSING THE FOLLOWINGPROCEDURE:FILL THE DOSE TANK TO THE LEVEL WHICH ACTIVATES THE EFFLUENT PUMP AND ALLOW THE PUMP TOPURGE THE FORCEMAIN. REPEAT UNTIL ALL FOREIGN OBJECTS HAVE BEEN DISCHARGED FROM THEFORCEMAIN.PART 1 - GENERAL1.1 DESCRIPTIONTHIS SECTION COVERS THE CONSTRUCTION OF THE CONSTRUCTION OFPIPING NETWORKS,PURGING/PRESSURE TESTING, BACKFILLING, DRESSING AND CLEAN UP OF THE SITE.PART 2 - PREPARATION2.1 SITE PROTECTIONBEFORE DOING ANY WORK, FENCE OFF AREA. DO NOT DRIVE OVER AREA BEFORE OR AFTERINSTALLATION OF PIPING AND THE TANC.2.2 SITE PREPARATIONSTEP 1: FENCE THE SITE TO PREVENT DAMAGE TO THE AREA DURING OTHER CONSTRUCTIONACTIVITY ON THE LOT. VEHICULAR TRAFFIC OVER THE AREA SHOULD BE PROHIBITED TO AVOID SOILCOMPACTION.STEP 2: CUT AND REMOVE ANY EXCESSIVE VEGETATION. TREES SHOULD BE CUT AT GROUNDSURFACE AND THE STUMPS LEFT IN PLACE.PART 3 - EXECUTION3.1 SITE PREPARATION3.1.1 ALL PIPE AND FITTINGS SHALL CONFORM TO ASTM D1785, STANDARD SPECIFICATION FOR PVCPLASTIC PIPE, SCHEDULE 40.3.1.2 ALL SOLVENT-CEMENTED JOINTS SHALL BE MADE IN ACCORDANCE WITH ASTM D2855,STANDARD PRACTICE FOR MAKING SOLVENT-CEMENTED JOINTS WITHPVC PIPE. PRIMER USEDSHALL IMPART A SALIENT COLORATION. ANY SOLVENT CEMENTED JOINT NOT EXHIBITING SUCHCOLORATION SHALL BE REJECTED BY THE ENGINEER AND REPLACED ATTHE CONTRACTOR'SEXPENSE. (SEE SECTION 3.2 PREPARATION OF PIPE SURFACES AND CEMENT PROCESS FOR PLASTICPIPE).3.1.3 CONSTRUCT THE FORCE MAIN AS SHOWN ON THE PLANS. TRENCHING, EXCAVATION, ANDBEDDING SHALL BE IN ACCORDANCE WITH PLAN DETAILS. FORCEMAINSHALL NOT BE BACKFILLEDWITH STONES LARGER THAN 3 INCHES.TAC 13.3 PREPARATION OF PIPE SURFACES AND FUSING OF POLYETHLYENE(PE) PIPEPLEASE REFER TO ANSI/AWWA C901 AND C906 FOR HANDLING, INSTALLATION, AND FUSION OFPOLYETHLYENE PIPE. • c Q N 1Rj t \ _u Q C I z o 70 O Q (D 1 f m V (D i 3 v a 0 m V O m O D cn n °C i W,--" `+ ��• d. !I 1 - 1 1701 97/31 /200.9 02:21 pm �r \ ♦.:. �4:7t.__ is 10 SAO 'f 'I n�'Y .'� Y;`V t..R, t , �=kA+x ` ..per 7�*Ja,s V' aaa tc r$ t ILL, ILL, � lio ! i f 10 Lp i R E ;7j, .p' aLLP ILI r s - 7 � /J, ?ILI 1 ` v'4y LIL ! G rlL It L"I ILI f h �L n a 1 i L;+ S. + 'I ILI a °, ��fl, a� �tk�7a 5v`k , d , _ LL 6 ',j. Pdh Y ILL LLLL-� ILL 07/31/20,09 02022 pm, �,, r- A.01 a� 9414 1`i