HomeMy WebLinkAbout2375 Red Sky Rd - 194121201002INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
Telephone: (970) 328-8755
P.O. Box 179 - 500 Broadway, Eagle, CO 81631
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE.
PERMIT# 2526-06
BUILDING PERMIT#
OWNER: NEWMAN, FREDRICK
PHONE:
MAILING ADDRESS: 21088 HAMLIN DR. BOCA RATON, FL 33433
APPLICANT: HOLLAND CREEK METROPOLITAN
PHONE: 970-845-2937
DISTRICT
SYSTEM LOCATION: 2375 RED SKY RD. WOLCOTT, CO
TAX PARCEL NO. 1941-212-01-002
-7
LICENSED INSTALLER: DONALD ODELL
LICENSE NO. 06-06
PHONE: 970-845-2937
DESIGN ENGINEER:
PHONE:
SYSTEM SIZED TO ACCOMODATE A 5 BEDROOM RESIDENCE:
INSTALLATION GRANTED FOR THE FOLLOWING: 2,000 GALLON THREE CHAMBER PRECAST TANK, AN ELIMINITE MODEL
120 DENITRIFICATION UNIT AND 1,875 SQUARE FEET OF ABSORPTION AREA CREDIT VIA 72 PRESSURE -DOSED QUICK 4
INFILTRATOR UNITS IN FOUR SHALLOW TRENCHES OF 18 CHAMBERS PER TRENCH.
SPECIAL INSTRUCTIONS:
INSTALL EXACTLY AS DEPICTED ON THE ENGINEERS DRAWINGS WITH REVISION DATE 2/17/06.
DO NOT INSTALL IN WET WEATHER.
• Call Eagle County and the design engineer for final inspection prior to back -filling any portion of the installation or with any
questions.
• The Building Certificate of Occupancy will not be issued until the septic system has been inspected and approved.
ENVIRONMENTAL HEALTH APPROVAL:
DATE: 7/10/06
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: SQUARE FEET (VIA_)
INSTALLED GALLON SEPTIC TANK LOCATED DEGREES AND FEET INCHES FROM
COMMENTS:
ANYITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGEA
REINSPECTIONWHEN WORK IS COMPLETED.
ENVIRONMENTAL HEALTH APPROVAL:
DATE:
Department of
Environmental Health
P.O. Box 79
Eagle (970) 328-8755
64
5gl Broadway
Fax: (970) 328-8788
Eagle, 81631
El Jebel (970) 704-2700
le
www.eagcounty.us
TOLL FREE: 800-225-6136
EAGLE COUNTY
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ISDS Permit # S96e 0 Building Permit #
INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED)
FEE SCHEDULE
APPLICATION FEE $350.00
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. The pre -construction site visit fee
is $85.00. Make all remittance payable to: Eagle County Treasurer.
Property Owner: Newman, Fredrick Phone:
Mailing Address: 21088 Hamlin Dr. Boca Raton, FL.33433
Applicant/Contact Person: Holland Creek Metropolitan District Phone: (970) 845-2937
Licensed Systems Contractor: Donald Odell License # 06-06
Company/DBA: Holland Creek Metropolitan District Phone: (970)845-2937
Mailing Address: PO Box 959, Avon, CO. 81620
Permit Application is for: - New Installation r Alteration j7 Repair
Location of Proposed Individual Sewage Disposal System:
Legal Description: Red Sky Ranch, Lot 87
Tax Parcel Number: 194121201002
Assessor's Link: www.eaglecounty.us/patie/
Lot Size: 1.922acres
Physical Address: 2375 Red Sky Road, Wolcott, CO.
Building Type: F- Residential/Single Family Number of Bedrooms: 5
[` Residential/Multi Family Number of Bedrooms:
r7,, Commercial/Industrial* Type of Use:
*These systems require design by a Registered Professional Engineer
Type of Water Supply: F Private Well [71 Spring Surface Public
If Public Name of Supplier : Holland Creek/Red Sky Ranch
Applicant Signature :
Office Use Only
Amount Paid: Receipt# : 1. 3a q3 Check# : Dater i, ?Cr
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Eagle County Department of Environmental Health
P.O. Box 179
Eagle, CO. 81631
June 6, 2006
Attn: ISDS Permits
Please find attached, ISDS application, ISDS permit fees, Site Plan
This application is for a single family home located within Red Sky Ranch, in
Wolcott. The Newman residence is a 5 bedroom home with an individual on site
system. The detailed description and site plan is available online at the Eliminite
Website.
Design Criteria:
5 bedrooms, 2x5x75x150%
1125 GPD
Tank size for 30 hr retention
1406 G
Tank as designed
1641 G
Absorption area 1125/.06GPD
1875
Credit for chambers and dosing
1172
Required Absorption area
703
Designed Area
720
If there are any questions please contact Donald Odell @ 970-845-2937. Thank
you.
Donald Odell
Project Manager
Holland Creek Metropolitan District
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ABCDEFG12H345LOT 87RED SKY RANCHHLS314 A ANDREA DRIVE, BELGRADE, MT 59714PHONE 406-388-7504 FAX 388-7549ECOGNITIVECONTROL PANELC1.4ELIMINITE / SEPTIC TANKSC1.3DRAINFIELDSITE PLANCOVERDESCRIPTIONC1.2C1.1C1.0SHEETSHEET INDEXCONTACTS/CONSULTANTSPROJECT DESCRIPTIONSYSTEM DESIGNSUBMITTED TOC1.0NOTESC1.5I1.0 TO 1.3INSTALLATION MANUAL
SCALE 1"= 10'CONTOUR INTERVAL 2'L5L5L5L5L5L5L5L5L5L1L1L1L3L3L3L3L2L2L1L4L4+3'+3'HOT TUBRECESSEDL5L4L1L1L1L1L3L3L4L4Y LINEGAS SUPPLY LINEELECTRIC SUPPLY LINEELEC. METERGAS METERGARAGE = 8025'-0"DECKPARTIALLYPATIO (BELOW)+5'+6'LIMITS OF DISTURBANCEPORCHLOWER = 8013'-0"UPPER = 8036'-0"MAIN = 8026'-0"NEWMAN RESIDENCEDECK (ABOVE)1234ABCDEFG12H345LOT 87RED SKY RANCHHLSECOGNITIVEC1.1
ABCDEFG12H345LOT 87RED SKY RANCHHLSECOGNITIVEC1.2112"Ø SCH. 40 THREADED CAP112" Ø SCH. 40 PVC THREADED UNION112"Ø SCH. 40 PVC 45° BEND112Ø SCH. 40 PVC BALL VALVECLOSED DURING NORMALOPERATION. SEE DRAINFIELDNOTES112"Ø SCH. 40 PVC SLOTTED FLUSHING LINE.MAKE SAWCUTS APPROX 3/16" WIDE AND ATAPPROX 4" SPACINGDO NOT CAP END112"Ø SCH. 40PVC LATERALSCARIFY TRENCHBOTTOM WITH HANDRAKETO AVOID DAMAGE TO NATURAL SOIL STRUCTURE, PERSONNELOR MACHINERY SHALL NOT BE ALLOWED ON TRENCH BOTTOMDRAINFIELD6MANIFOLD7NOTES8C1.23 TYPICALMOUND SOIL TOCOMPENSATE FORSETTLINGDRAINFIELD TRENCH DETAIL4INFILTRATOR DETAIL5INSTALL QUICK 4INFILTRATOR ENDPLATEINFILTRATOR QUICK 4 INSTALLATION3INFILTRATOR CHAMBER112"Ø SCH. 40 PVC LATERALKEEP PIPE NETWORK FREEOF DEBRISQUICK 4 INFILTRATOR CHAMBERLAST ORIFICE POINTEDDOWN SEE DRAINFIELDNOTE #26"Ø PVC PIPE FOR INSPECTION PORT w/CIRCULAR VALVE BOX FLUSH w/FINISHED GRADE112"Ø SCH. 40 PVC TEE6"Ø CIRCULAR VALVE BOX (ORBIT PART No.53021 OR EQUIVALENT OVER FLUSHING VALVE.USE 6"Ø PVC PIPE TO EXTEND VALVE BOXFLUSH WITH FINISHED GRADETYPICAL DRAINFIELD CROSS SECTION2TRENCH 1TRENCH 2EL 80054 TYPICALTRENCH 3EL 8003121SEPARATE TOPSOIL, SOD AND PLANTS DURINGEXCAVATION. MAINTAIN EXISTING SOD AND PLANTSAS MUCH AS POSSIBLE.LOOSELY PLACE TOPSOIL OVER TRENCH. REPLACESOD AND PLANTS UPRIGHT IN THE TOPSOIL AFTERCONSTRUCTION.TRENCH EXCAVATION AND BACKFILL2" SCH 40MANIFOLD2x112" SCH 40REDUCING TEE112"Ø SCH 80 PVCUNION w/ORIFICE PLATE.112"Ø SCH 40PVC LATERALEL 8001EL 8006TRENCH 4SCARIFY TRENCHBOTTOMW/ HAND RAKETYPICAL UNION PLATE ORIFICEORIFICE Ø PER LATERALDRILLING SCHEDULE SEE8C1.218TO316INCHTHICKNESSPLACED INSIDE SCH 80 PVC UNION0.75"NUMBER OFLENGTHTOTAL14141472'321SEGMENT/LATERALNUMBERORIFICES18CHAMBERSINFILTRATORNUMBER OFDIAMETERORIFICEUNION PLATE4148006BOTTOMEL. (APPROX.)TRENCHAPPROXIMATELY 35.0', OF 2"Ø SCH 40 PVC PIPE.SEE LATERAL SCHEDULE ABOVEMANIFOLD:LATERALS:ORIFICES:FORCEMAIN:2"Ø SCH 40 PVC END MANIFOLD APPROX. 21' IN LENGTH3/16"Ø ORIFICES DRILLED 5'-0" O.C., DRILL IN AMANNER SUCH THAT ALL BURRS ARE REMOVEDWITHOUT DAMAGE TO THE ORIFICES.18181872'72'72'8005800380010.735"0.812"NA1. PVC TO BE JOINED W/ PRIMED SOLVENT/CEMENT WELD JOINTS. PRIMER MUST IMPART ASALIENT COLORATION TO THE COMPONENTS BEING CEMENTED. FITTINGS PRIMED W/COLORLESS PRIMER WILL BE REJECTED BY THE ENGINEER AND REPLACED AT THECONTRACTORS EXPENSE.2. ORIFICES SHALL BE DRILLED ON THE CROWN OF THE PIPE (12:00),EXCEPT EVERY 5THORIFICE WHICH SHALL BE DRILLED AT THE BOTTOM (6:00) FOR DRAINAGE. INSTALLSPLASH PLATE BELOW EACH ORIFICE DRILLED ON PIPE BOTTOM.3. CONTRACTOR TO PRESSURE-TEST SYSTEM IN PRESENCE OF THE ENGINEER.4. TRENCH BOTTOMS ARE TO BE LEVEL.5. SUBSTITUTIONS TO THE DESIGN ARE TO BE EVALUATED BY THE ENGINEER.6. ALL FLUSHING VALVES MUST BE OPEN BEFORE THE DRAINFIELD IS PRESSURIZED FORTHE FIRST TOME SO THAT DEBRIS IS PURGED FROM THE PIPING NETWORK.7. SLOPE ALL PIPES TO DRAIN.8. CONTRACTOR SHALL HAVE ADDITIONAL BLANK ORIFICE PLATES AND VARIOUS SIZEDRILL BITS ON SITE TO ALLOW FOR MODIFICATIONS AS DIRECTED BY ENGINEER.9. FITTINGS SHALL BE USED IN LATERALS LAYOUT TO MAINTAIN A CONSTANT ELEVATION.10. DEFLECT/ADD FITTINGS TO CHAMBER AS REQUIRED TO MAINTAINCONSTANTELEVATION.11. TWO INSPECTION PORTS SHALL BE INSTALLED PER LATERAL.7'-0"48"12"NOTTOSCALEINSTALL PER MANUFACTURER'S RECOMMENDATIONSAND AS DESCRIBED IN NOTES ON PAGE C1.5.1 1/2"SCALE 1"= 10'1 1/2" PVC LATERAL12342" FORCEMAIN570 GALLON DOSECOMPARTMENT4" BUILDING SEWERELIMINITE MODEL 1201641 GALLON SEPTICCOMPARTMENT
ELIMINITE LOOP36SEPTIC TANK WITH PUMP CHAMBER1ELIMINITE MODEL 120 - PLAN VIEWCLEANOUT5ELIMINITE MODEL 120 - SECTION VIEW2ELIMINITE DRAIN PIPING412"-27"30"15"ELIMINITE LOOPELIMINITE MODEL 120CLEANOUTELIMINITE MODEL 120ELIMINITE DRAIN PIPINGC1.3ABCDEFG12H345LOT 87 RED SKY RANCHHLSECOGNITIVE
SWITCHFLOWPUMPELIMINITESWITCHFLOWTANKELIMINITEALARMCIRCUITINCOMING120 VCIRCUITPUMPINCOMINGV230PUMPELIMINITESWITCHFLOWPUMPDRAINFIELDPUMPDRAINFIELD4&3TB2ALARM2&1TB212&11TB1T2&T1M1T2&T1M2PUMP50SPDPUMPCIRCUITCIRCUITCHAMBERPUMPPUMP50OSPSWITCHFLOWCHAMBERPUMPCHAMBERPUMPCOMPONENT/FUNCTIONSTARTPUMPDRAINFIELDALARMLEVELHIGHCUTOUTLEVELLOWPUMPELIMINITESTOPPUMPDRAINFIELDCONNECTIONPANELCONTROL8&7TB16&5TB110&9TB12&1TB14&3TB1FLOORTANKFROM15"CHAMBERPUMPFLOORTANKFROM12"CHAMBERPUMPFLOATFLOATFLOORTANKFROM27"CHAMBERPUMPFLOORTANKFROM30"FLOATTYPEFLOATCHAMBERPUMPLOCATIONREF.HGFIJDCEBB C D E FG HI JTB1TB2M1M211#*P RM2 36547 8 90DIALERVOICEAUTOMATICAVD-45B+RED-BLACKYELLOWWHITE21EM1Q1AD1OUTVDC12VOUTSUPPLYPOWER2CLASSVDC12PWS1V-V+GRONLOLNN/1.42L1/1.41CONNECTORPOWER/ALARMCONNECTORRJ-11LINETELEPHONEELIMINITE SENTRY PLUS SERIES AUTO-DIALER* TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS MUST BE LEAST 140 F (60 C). FIELD WIRING TERMINALS GROUND LUGS WILL ACCEPT COPPER CONDUCTORS ONLY. TORQUE RATINGS OF FIELD WIRING TERMINAL CLAMPING SCREWS IS 9 IN-LBS FOR TB1, 32-35 IN-LBS FOR TB2 POSITIONS 1&2, 18-20 IN-LBS FOR TB2 POSITIONS 3&4, 20 IN-LBS FOR MOTOR CONTACTORS 45 IN-LBS FOR GROUND LUGS.1234 5 67891011121 23 4T1T2T1 T2ELIMINITE PUMPLOW LEVELCUTOUTDRAINFIELDPUMPSTOPDRAINFIELDPUMPSTARTHIGHLEVELALARMELIMINITE PUMPFLOW SWITCHDRAINFIELD PUMPFLOW SWITCHL1L1L1N230 VACPUMPINCOMINGPOWERELIMINITEPUMPTHE USE OF SEPERATE POWER SOURCES FOR PUMP ALARM IS REQUIRED. MAIN SERVICE DISCONNECT PROVIDED BY OTHERS.DRAINFIELDPUMP120 VACCONTROL/ALARMINCOMINGPOWERCONTROL PANEL FUNCTIONSABCDEFG12H345LOT 87 RED SKY RANCHHLSECOGNITIVEC1.4PANEL VIEW PRESENTED FOR REFERENCE ONLY.PANEL CONFIGURATION MAY VARY FROM THE PANEL SHOWN.
PART 1 - GENERAL1.1 DESCRIPTIONTHIS SECTION COVERS THE CONSTRUCTION OF THE INFILTRATION DRAINFIELD, INCLUDINGCONSTRUCTION OF PIPING NETWORKS, PURGING/PRESSURE TESTING, CHAMBER INSTALLATION,BACKFILLING, DRESSING AND CLEAN UP OF THE SITE.PART 2 - PREPARATION2.1 SITE PROTECTIONBEFORE DOING ANY WORK, FENCE OFF DRAINFIELD AREA. DO NOT DRIVE OVER DRAINFIELD AREABEFORE OR AFTER INSTALLATION OF INFILTRATOR CHAMBERS.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: STAKE OUT THE DRAINFIELD PERIMETER IN THE PROPER ORIENTATION. REFERENCESTAKES SET SOME DISTANCE FROM THE DRAINFIELD PERIMETER ARE ALSO REQUIRED IN CASE THECORNER STAKES ARE DISTURBED.STEP 3: CUT AND REMOVE ANY EXCESSIVE VEGETATION. TREES SHOULD BE CUT AT GROUNDSURFACE AND THE STUMPS LEFT IN PLACE.STEP 4: MEASURE THE AVERAGE GROUND ELEVATION TO DETERMINE THE BOTTOM ELEVATION OFTHE DRAINFIELD.2.3 AT-GRADE SOIL PLACEMENTSTEP 1: KEEP TRUCKS OFF THE PLOWED AREA.STEP 2: CONSTRUCT TRENCHES 36" WIDE AND 12" DEEP FOR PLACEMENT OF DRAINFIELD LATERALSAND INFILTRATOR CHAMBERS.PART 3 - EXECUTION3.1 SITE PREPARATION AND DRAINFIELD CONSTRUCTION3.1.1 ALL INFILTRATION PIPE AND FITTINGS SHALL CONFORM TO ASTM D1785, STANDARDSPECIFICATION FOR PVC PLASTIC 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 3.3 PREPARATION OF PIPE SURFACES AND CEMENT PROCESS FOR PLASTICPIPE).3.1.3 CONSTRUCT THE FORCE MAIN AS SHOWN ON THE PLANS FOR EACH INFILTRATION TRENCH.TRENCHING, EXCAVATION, AND BEDDING SHALL BE IN ACCORDANCE WITH PLAN DETAILS.FORCEMAIN SHALL NOT BE BACKFILLED WITH STONES LARGER THAN 3 INCHES.3.1.4 DRAINFIELD CONSTRUCTION:STEP 1: ASSEMBLE THE DISTRIBUTION NETWORK. THE MANIFOLD SHOULD BE PLACED SO IT WILLDRAIN BETWEEN DOSES, EITHER OUT THE LATERALS OR BACK INTO THEPUMP CHAMBER. THELATERALS SHOULD BE LAID LEVEL.STEP 2: INSTALL INFILTRATOR CHAMBERS (SEE SECTION 3.4, CHAMBER INSTALLATION).STEP 3: MOUND SOIL OVER THE TOP OF THE CHAMBERS TO ALLOW FOR SETTLING AS SHOWN INPLANS.STEP 4: PLANT GRASS OVER THE ENTIRE DRAINFIELD USING GRASSESADAPTED TO THE AREA.SHRUBS CAN BE PLANTED IN THE DRAINFIELD AREA.3.1.5 LATERAL ORIFICES ARE TO BE 3/16 INCH DIAMETER. ORIFICES SHALL BE DRILLED ON THE TOPOF THE PIPE EXCEPT THAT EVERY FIFTH ORIFICE SHALL BE DRILLED ON THE UNDER SIDE OF THEPIPE TO ALLOW FOR DRAINAGE. THE FIRST ORIFICE SHALL BE DRILLED 24 INCHES FROM THEBEGINNING OF THE LATERAL. ORIFICES ARE TO BE DRILLED IN A MANNER THAT MINIMIZES DEVIATIONFROM SPECIFIED DIAMETER AND MAINTAINS A SHARP EDGE. ALL BURRS, CUTTINGS AND/OR OTHERMATERIAL ARE TO BE REMOVED FROM WITHIN AND AROUND EACH ORIFICE WITHOUT DAMAGING THEORIFICE.3.1.6 FLUSHING ASSEMBLIES SHALL BE CONSTRUCTED ACCORDING TO THE PLAN DETAILS.3.1.7 PRESSURE TEST LATERALS PRIOR TO CHAMBER INSTALLATION(SEE SECTION 3.3 PRESSURETESTING/SYSTEM PURGING).3.1.8 INSTALL INFILTRATION CHAMBERS OVER LATERALS (SEE SECTION A 3.4 CHAMBERINSTALLATION).3.1.9 EVERY PRECAUTION SHOULD BE TAKEN TO PREVENT FOREIGN MATERIAL FROM ENTERING THEPIPE WHILE IT IS BEING INSTALLED. AT TIMES WHEN PIPE LAYING ISNOT IN PROGRESS, THE OPENENDS OF THE 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 THEPROCESS OF CONSTRUCTION. ANY FOREIGN MATERIAL REMAINING INTHE DISTRIBUTION SYSTEMAFTER CONSTRUCTION SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE.ABCDEFG12H345LOT 87RED SKY RANCHHLS314 A ANDREA DRIVE, BELGRADE, MT 59714PHONE 406-388-7504 FAX 388-7549ECOGNITIVEC1.53.2 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 AFUNCITON OF THE THOROUGHNESS OF THE JOINING TECHNIQUES. THEMATERIALS AND TOOLS REQUIREDINCLUDE (AWWA, 1981):1. A FINE-TOOTHED SAW2. A MITRE BOX3. A SMALL KNIVE, 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 DIAMTER OFTHE 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 SHOLD 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 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 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. THEPRMER 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:STEP 1: FILL THE DOSE TANK WITH CLEAN WATER.STEP 2: OPEN ALL FLUSHING VALVES ON EACH LATERAL.STEP 3: FILL THE DOSE TANK TO THE LEVEL WHICH ACTIVATES THE DRAINFIELD PUMP(S) AND ALLOW THELATERALS TO PURGE. REPEAT UNTIL ALL FOREIGN OBJECTS HAVE BEEN DISCHARGED FROM THE FORCEMAIN AND LATERALS.STEP 4: DRILL 3/16 INCH ORIFICE IN THE CLEANOUT CAP OF EACH LATERAL.**PLEASE NOTE THAT DESIGN AND INSTALLATION OF A SUBSURFACEDRAINFIELD FOR THIS LOT IS CONTINGENT UPON THE EXISTANCE OFSUITABLE SOILS TO A DEPTH OF AT LEAST 48" BENEATH TRENCH BOTTOMSBEFORE BEDROCK IS ENCOUNTERED. THE EXISTANCE OF BEDROCK AT ADEPTH OF UNDER 48" FROM TRENCH BOTTOMS MAY RESULT IN THEREQUIREMENT OF AN AT-GRADE OR MOUNDED DRAINFIELD.
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