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Drain Layers Permits 9999 Pleasant Valle (3)
1400042 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER DRAIN LAYER PERMIT DATE: 11/13/2014 GIS ID: 99997290 FEE: 0.00 MUNIS APPLICATION# 201401623 EXPIRATION DATE: 12/13/2014 APPLICANT LOCATION NAME: GERBER CONSTRUCTION CO ADDRESS: 9999 PLEASANT VALLEY RD&WHEELER ADDRESS: 1 NUTMEG DRIVE OWNER: TOWN OF SOUTH WINDSRO ELLINGTON,CT 06029 1540'-SUL-LIVAN AVE SOUTH WINDSOR, CT 06074 PHONE 860-875-6684 WORK DESCRIPTION: MANHOLE REPAIR INTERSECTION OF PLEASANT VALLEY& WHEELER ROAD TOWN PROJECT NO FEE THE DRAIN LAYER ASSIGNED TO THIS PERMIT HAS A VALID LICENSE ISSUED BY THE STATE AND HEREBY AGREES TO ALL THE TERMS AND CONDITIONS SET FORTH IN THE ATTACHED`CONDITIONS'. ALL WORK SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTH WINDSOR STANDARDS,ALL OSHA REQUIREMENTS,AND THE ATTACHED CONDITIONS. 'Zi 31 15 ISSUED BY DATE INSPECTED INSPECTED BY 1 1/13/2014 1 1:44 AM ----------------------- - ------- ----- -- TOWN OF SOUTH WINDSOR INSPECTION REPORT PERMIT NO.: / V 000 CONTRACTOR: G e r�ec /',o rtST P . LOCATION: '%ly\V'5ecbgjr\ a-F -V1,eqSan-' \\�a O e y TYPE OF WORK: Mcxn\-o 1f. Crpm�2 Cc trry�P�i Q DATE INSP NEEDED: DATE INSP: ; 13 5 INSPECTED BY: 1�>D WORK IN PROGRESS: C e.,,Le, C ��s�wG���,,� r L[�fc,ce oil Si , on �S v t e InOF 1V1 oc'A SEPTIC TANK PUMPED, SMASHED, FILLED WITNESSED ❑ YES ❑ NO AS-BUILT: INPUT: C.Y`l\_ DATE: ea- \J` S/molloy/forms 2014 Town of South Windsor INPSEC ION REPORT 14 APPLICATION FOR DRAIN LAZIER PERMIT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE PUBLIC WORKS DEPARTMENT TOWN HALL SOUTH WINDSOR, CT FEE $60.00 Location of proposed work: tf Lot# Street No. Street Name 'Premises owned by: .--T;,) W. Name of Firm: C'** - --' C ft+iLjuhvv-, Phone:966— 975� 43 S Address of Firm:_ TYPE OF WORK: Lay House Drain _; Repair Ho • Lay Main ; Lay Lateral fb Comme Hindustrial Building of a Connection will be made with Existing Water Supply: Public Water Well Proposed Start Date I 1 Estimated time for completion 1 I ALL WORK TO BE IN ACCORDANCE WITH.TOWN OF SOUTH WINDSOR STANDARDS, ALL OSHA.REQUIREMENTS AND CONDITIONS ATTACHED TO THE PERMIT Permit is to be issued to err/6 �oti � the holder of Drain Layer's License No. gPS 9 If Only holders of P-1, P-7. or W 9 licenses will be issued a permit. PERMIT WILL EKPIRE THIRTY(30) DAYS AFTER DATE OF ISSUANCE. The undersigned Drain Layer hereby agrees to all the terms ...and condition_ s set forth in the permit and attached thereto.. Applicant has received Town Street Excavation Permit No. and/or ConnDOT Permit No. PLEASE NOTE: CBYD No. 201 `f 06 IFA SANITARYSL ER-LATERAL IS K,7THIN75FEET OF WELL 1T MUST BEAIR TE ED Signed: Print Name: �•r y�c� Licens66 Drain Layer Date: /l 1,2 /.V Standard Forms\Permits\APPLICATION FOR DRAIN LAYERS PERMri:doc K' "A �r ? v �[ 3� k a 44 #, r ik^ a �r { (PVC t 1 si —m—1 Contractor: Gerber Construction Inc. iU(L/( �,AuEc Nk-�S7J�(l 1 Nutmeg Drive Ellington,CT 06029 Telephone: (860) 875-6684 Contacts. Ronald Gerber,President r6fiO,gerberconstructioniric.com (860)670-5182 AA II. KEY PROJECT ITEMS A. Status of Contract Documents 1. Performance and Payment Bonds, Certificate of Insurance, Agreements, Executed Documents Received. Agreements need to be sided by Town -,-:Manager.-----_ ------ _ -----_ ---__ __--- _ ----- 2. Issuance of the Notice to Proceed—Select Start Date and Wright-Pierce will prepare NTP for signature by Town. B. Status of Submittals ( nui0 VC P1�nr'S l. Manhole Lining Scope of Work C. Construction Permits: 11. Town of South Windsor Road Opening Permits 0-*SP w,4L. tk-4 TAW -1a' �-44o'ca_ D. Job Site Safety-Contractor's Responsibilities l (J��J�t�l'.1��1c csvrf�.�L pveiNc, D�v( E. Project Inspection: Part-Time Inspection will be conducted by Wright-Pierce. F. Regular Working Hours — 1:00 am to 5:00 pm, Monday through Friday. WPCF Staff is available from 7:00 am to 3:30 pm. 1. Discuss Night time work-expected time/duration/date(s) G. Pre-construction video/photographs. �3�-(Z- ,RAr,Crc C,,IrM@ H. Construction personnel parking and laydown areas vs� ✓� -'`"1 ��«"�'r'� yo Ale I/ I. Traffic / Detour Plan — Discuss Traffic Control Uniformed Police Officer Allowance srnPT Dj(,o(^<. (v,;„o-v7 „ire IVY AJrQ►ri tvver'lf- PLEASE NOTE THAT THE ABOVE PRECONSTRUCTION MEETING NOTES ARE TO SUMMARIZE SOME OF THE IMPORTANT CONTRACT DOCUMENT ITEMS. THIS SUMMARY IS NOT A MODIFICATION OF THE CONTRACT. 'V f C-^y 13060A 2 TOWN OF SOUTH WIND'SOR, CONNECTICUT PLEASANT VALLEY/WHEELER ROAD INSTERSECTION MANHOLE REPLACEMENT PROJECT BID NO. 2014-07 PRE-CONSTRUCTION MEETING Wednesday,November 121h, 2014 1100 A.M. I. Identifications Owner: Town of South Windsor, CT 1540 Sullivan Avenue South Windsor, CT 06074 Contacts: C.Frederick Shaw; Superintendent Pollution Control - Telephone: (860) 644-2511 ext. 247 Email: Fred.shaw@southwindsor.org Michael J. Gantick,P.E.,Director of Public Works Telephone: (860) 644-2511 ext. 242 Email: Michael.Gantick@southwindsor.org Jeff Doolittle,P.E.,Town Engineer Telephone: (860) 644-2511 ext. 245 Email: Jeffrey.Doolittle@,southwindsor.org Timothy Friend,Pollution Control Plant Supervisor Telephone: (860)289-0185 Email: Timothy.Friend@southwindsor.org Engineer: Wright-Pierce c_ Cr_" 169 Main Street 700 Plaza Middlesex 2nd Floor Middletown,CT 06457 Contacts: Dennis Dievert Jr.,P.E. -Project Manager Telephone: (860) 852-1920 Fax: (860)343-9504 Email address: dennis.dievert@wright-pierce.com Lisa Muscanell,EIT-Project Engineer Telephone: (860) 852-1912 Fax: (860)343-9504 Email address: Lisa.muscanell(a wright-pierce.com 13060A 1 y(sly Contractor: Gerber Construction Inc. T�vrz-A)VE Mns7J�k 1 Nutmeg Drive Ellington,CT 06029 Telephone: (860) 875-6684 Contacts: Ronald Gerber,President ronAizerberconstructioninc.com (860) 670-5182 II. KEY PROJECT ITEMS A. Status of Contract Documents 1. Performance and Payment Bonds, Certificate of Insurance, Agreements, Executed Documents Received. Agreements need to be signed by Town Manager. 2. Issuance of the Notice to Proceed-Select Start Date and Wright-Pierce will prepare NTP for signature by Town. B. Status of Submittals �PL% (f m")Ts 1. Manhole Lining Scope of Work trikr-ror-FIG ar,< ) OL I l CA^lE�� C. Construction Permits: '— P.V. f�,aC- 1. Town of South Windsor Road Opening Permits C*_ ��C D. Job Site Safety-Contractor's Responsibilities ` j .5us1f J_ 4- E. Project Inspection: Part-Time Inspection will be conducted by Wright-Pierce. F. Regular Working Hours - 7:00 am to 5:00 pm, Monday through Friday. WPCF Staff is available from 7:00 am to 3:30 pm. 1. Discuss Night time work-expected time/duration/date(s) G. Pre-construction video/photographs. �n R_ r��c C,,,TAMt. H. Construction personnel parking and laydown areas >JX � -'"'1 f uv r,,�j fu,tip: I. Traffic / Detour Plan - Discuss Traffic Control Uniformed Police Officer Allowance STAP-T Dil.-o-IL, M,wQAT /l/a ^J141+T tvpe746 PLEASE NOTE THAT THE ABOVE PRECONSTRUCTION MEETING NOTES ARE TO SUMMARIZE SOME OF THE IMPORTANT CONTRACT DOCUMENT ITEMS. THIS SUMMARY IS NOT A MODIFICATION OF THE CONTRACT. 13060A 2 Page 1 of 1 Perna, Joseph From: Shaw, Fred Sent: Wednesday, November 12, 2014 8:35 AM To: Perna, Joseph Subject: FW: Pleasant Valley/Wheeler Road MH Replacement Project Shop Submittals and Pre Construction Meeting Attachments: LOT-2014-1 1-10.pdf; LOT_2014-11-11.pdf FYI C. Frederick Shaw Superintendent Pollution Control Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 TEL: (860)644-2511 EXT. 247 CELL: (860) 803-8886 FAX: (860)644-7280 EMAIL: fred.shaw(a)southwindsor.orq From: Lisa Muscanell [mailto:lisa.muscanell@wright-pierce.com] Sent: Tuesday, November 11, 2014 2:36 PM To: ron@gerberconstructioninc.com; 'Steve Gerber'; Shaw, Fred; Gantick, Michael; Friend, Timothy Cc: Dennis Dievert; Diaz, Ether Subject: Pleasant Valley/Wheeler Road MH Replacement Project Shop Submittals and Pre Construction Meeting Ron,Steve, Fred, Mike, and Tim, Dennis and I are looking forward to seeing everyone tomorrow at 11am for our Pre Construction Meeting at South Windsor Town Hall (Madden Room). I have attached two separate submittal review packages from Wright-Pierce that transmit both shop drawings from Gerber and comments from Wright-Pierce. We can discuss these submittals tomorrow at our meeting(i.e. the bypass submittal and our review remarks). will be bringing the Notice to Proceed to be signed by the Town Manager tomorrow;the tentative date for NTP will be Friday, November 14th. This is pending receiving bonds, insurance certificates, etc.from Gerber. I have a brief agenda for tomorrow's meeting;see you then. As always, please call with any questions or concerns. —Lisa Lisa M. Muscanell I Project Engineer 169 Main Street, Building 700 Plaza Middlesex I Middletown, CT 06457 Office 860.343.8297 1 Direct 860.852.1912 RIGHT-PIERCIE�Bim f 11/12/2014 WRIGHT-PIERCE LETTER OF TRANSMITTAL Engineering a Better Environment 169 Main Street, 700 Plaza Middlesex, Middletown, Connecticut USA 06457 Tel: 860-343-8297 Fax: 860-343-9504 DATE: 11110114 JOB No: 13060A ATTENTION: Ron Gerber TO: Gerber Construction RE. South Windsor, CT— I Nutmeg Drive Pleasant Valley/Wheeler Road Intersection Manhole Ellington, CT 06029 Replacement WE ARE SENDING YOU 0 Attached E-1 Under separate cover via the following items: Shop drawings Prints Plans Samples Specifications Copy of letter Change order COPIES DATE SHOP# DESCRIPTION 0 11107114 02601.01 Manhole Components 0 11107114 02759.01 Coating Epoxy 0 11107114 02759.02 Coating Florak THESE ARE TRANSMITTED as checked below: = For approval Approved as submitted Resubmit copies for approval 0 For your use Approved as noted Submit copies for distribution As requested Returned for corrections Return corrected prints For review and comment FOR BIDS DUE 19 PRINTS RETURNED AFTER LOAN TO US REMARKS: COPY TO: Owner SIGNED: file Lisa M. Muscanell If enclosures are not as noted,kindly notify us at once. WRIGHT-PIERCE Engineering a Better Environment SUBMITTAL REVIEW FORM PROJECT: South Windsor,CT—Pleasant Valley/Wheeler Road MH PROJECT NO.: 13060A CONTRACT NO.: ENG/TA: LMM/BLS DATE RECEIVED: 11/7/14 CONTRACTOR: Gerber Construction SHOP DRAWING NUMBER: 02601.01 DESCRIPTION: Manhole Components NO EXCEPTIONS TAKEN ( ) MAKE CORRECTIONS INDICATED - SEE REMARKS ( ) CONDITIONAL -SEE REMARKS ( X ) REVISE AND RESUBMIT- SEE REMARKS ( ) REJECTED- SEE REMARKS . .. ...................... ........................................... .................. ................................................. -- FOR INFORMATION/CONSTRUCTION ONLY ( ) RESUBMITTAL NOT REQUIRED ( ) RETURNED UNREVIEWED ( ) Review is only for conformance with the design concept of the Project and compliance with the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; for information that pertains solely to the fabrication processes or to techniques of construction; and for coordination of the work of all trades. REMARKS: 1. Please clarify if manhole will have exterior waterproofing applied on the pre-cast structure. 2. Please provide a revised shop submittal to include locations of manhole drop piping and other openings in the pre-cast structure. 3. Please submit manhole frame/cover information. 4. Pre-cast invert is approved with no exceptions taken. By: Lisa M.Muscanell Date: November 10,2014 Wright-Pierce Page 1 of 1 SUBMITTAL CERTIFICATION FORM. PROJECT: Pleasant Vailey/Wheeler Rd Intersection CONTRACTOR'S PROJ,NO: 2014-07 CONTRACTOR: Gerber construction Inc. ENGINEER'S PROD.NO: ENGINEER: Wright-Pierce SHOP 2601 DRAWING SPECIFICATION SECTION SEQUENTIAL NUMBER NUMBER: OR DRAWING NO: (&ALPHA SUFFIX FOR RESUBMITTAL) DESCRIPTION: manhole componets MANUFACTURER: United Concrete The above referenced submittal has been reviewed by the undersigned and I/we certify that the material and/or equipment meets or exceeds the project specification requirements with ❑ NO DEVIATIONS or ❑ A COMPLETE LIST OF DEVIATIONS AS FOLLOWSa: By: ' By: Contractorb Manufacturers Date: Date: a Any deviations not brought to the attention of the Engineer for review and concurrence shall be the responsibility of the Contractor to correct, if so directed. Gerber Construction Inc. b Required on all submittals Pleasant Valley/Wheeler Rd Intersection c When required by specifications Page 1 of PROJECTTITLE SPEC.SECTION NO.: Approved for conformance to contract requirements: General Contractor's Stamp DATE' BY: Wright-Pierce ARCHITECTS-ENGINEERS DATERECENED: COpJMENTS AUIOEONTHESUBMITTALS' NOTHIS pONpT RELIEVETHECONTRACTORFROMCOMPLIANCEWRHRE012MOENNTT I OPTHECONTRACTDOCUMEws. THE CONTRACTOR SHALLDIRECTSPECIFIC ATTENTION ON ALL SUBMITTALS,IN WRITBIG AND/OR GRAPHIC FORM,TO DEVIATIONS FROMTHE REQUIREMENTS Of THE CONTRACT DOCUMENTS,OR,ON RESUBMiTTALS,TOANY DEVIATIONS OTHER THAN THOSE REQUESTED BYTHEARCHITECT ON PREVIOUS SUBMITTALS. THIS REVIEW ISONLYFORGENERALCONFORMANCEWITHTHEDESIGN CoNCEPTOFTHEPROJECTA.ID GENERAL COMPLW�ICEW�7�{THE INFORMATIONGIVENINTHECONTRACTDOCUMENT.,EiE CONTfiACT TI ISRESPONSIBLEFORCONFIRMINGAND COMELATING ALLQUHNTITIESANDOe,4eatKjNS;SELECTIt10 FABRICATION PROCESSESS;TECHNKNIESOFC STRUCF •COOROINATINGTHE WORK WITHTHATOFAIL OTHER TRADES;AND PERFORAfINGTHE WORK INA SAFEAND SATISFACTORY MANNER REFER TO SPECIFICATION SECTION 013300 SUBMITTALNO,: REFEREDTO: APPROVED REVISEAND RESUBMIT REJECTED FURNISH AS CORRECTED 4' DIAMETER MANHOLE 8" 24", 30", OR 36"0 OPENING COMPONENTS (CUSTOM OPENINGS OR HATCHS MANHOLE DESIGN SPECIFICATION CAN BE CAST ON REQUEST.) CONFORMS TO LATEST: ASTM DESIGNATION C478 8 12" FLATTOP NOTES: AIL--- 4'-10"0 1. JOINT SEALANT IS BUTYL RUBBER MASTIC TYPE SEAL THAT CONFORMS TO LATEST AASHTO SPECIFICATION 24", 30", OR M-198. MEETS FEDERAL 36"0 OPENING SPECIFICATION SS—S-0021(210—A). 2. REINFORCING STEEL WELDED WIRE FABRIC CONFORMS TO LATEST ASTM SPECIFICATION A185. ECCENTRIC 3. REINFORCING STEEL DEFORMED BARS CONE HEIGHTS CONFORM TO LATEST ASTM SPEC. A615. 4. CONCRETE COMPRESSIVE (24"0 OPENING ONLY) 3, STRENGTH— 4000 PSI AT 28 DAYS. 4' 5. MANHOLE STEPS MEET LATEST OSHA REGULATION 29 CFR 1910.27, 5 SECTION 16 OF ASTM SPECIFICATION C478 AND SECTION 10 OF ASTM SPECIFICATION C497. 6. WHEN SPECIFIED, MANHOLES ARE COATED WITH BAY OIL, "EBONY". RISER 7. METHOD OF MANUFACTURE: WETCAST. HEIGHTS 8. BASE SECTION IS MONOLITHIC. 4 1' 9. THE MANHOLE IS DESIGNED FOR 2' HS-20 LOADING WITH 18" SOIL COVER. a 3, co M 4 WEKaHT CHART PRODUCT APPROX WEIGHT 0 3'CD BASE 4000 LBS. 4' BASE 4700 LBS. 6' BASE 6600 LBS. m 12" 1' RISER 900 LBS. CD TYPICAL 2' RISER 1700 LBS. BASE 3' RISER 2600 LBS. HEIGHTS 4' RISER 3400 LBS. ' 3' 3' CONE W 24" OPENING 2500 LBS. 5" WALL 4 3' CONE W 30" OPENING 2600 LBS. 4'-0"0 TYPICAL 6' 3' CONE W 36" OPENING 2750 LBS. 'v 4' CONE W1 24" OPENING 3200 LBS. ?'. 6" 4' CONE W 36" OPENING 3600 LBS. w 6„ TYPICAL 5' CONE W 24" OPENING 4200 LBS. a � a oI, •,, FLAT SLAB TOP W 24" OPENING 1650 LBS. u 5'—10 0 ,k FLAT SLAB TOP W 30" OPENING 1500 LBS. Lu FLAT SLAB TOP W 36" OPENING 1250 LBS. z OUNITED CONCRETE PRODUCTS INC . 173 CHURCH STREET TEL. 800 234-3119 FAX. (203) 265-4941 m v YALESVILLE, CT 06492 (203) 269-3119 e 0 0 U 4 ' DIAMETER MANHOLE 4'-0"� 4 BASES d 5" WALL MANHOLE DESIGN SPECIFICATION TYPICAL CONFORMS TO LATEST: 4'-0" 3'-2" ASTM DESIGNATION C478 6„ '^ AS 6„ NOTES: AS 1. SEE 4' DIA. MANHOLE COMPONENTS REQ FOR TYPICAL NOTES. d. 5'-10"0 4' DOGHOUSE BASE SEE BELOW FOR ADDTIONAL BASES AVAILABLE 4" 4'-0"0 3'—O" 5" WALL 2'-2" 6" TYPICAL 6 0110 3' BASE 4„ APPROX WEIGHT: 4000 LBS. 4" 6'-0" 5,-2" 4'-0110 4'-0"0 4'-0" 3,_2„ 5" WALL { 5" WALL 6" TYPICAL 6" 6" TYPICAL 6" 6„ d 6„ 5-10"0 7 5'-10"0 4' BASE 6' BASE APPROX WEIGHT: 4700 LBS. APPROX WEIGHT: 6600 LBS. 6a;0 sec.. UNITED CONCRETE PRODUCTS INC . 173 CHURCH STREET TEL. 800 234-3119 FAX. (203) 265-4941 YALESVILLE, CT 06492 (203) 269-3119 - 4'-0 11 0 * N 4 ' DIAMETER 41 —0' 4 4" MANHOLE .4 7/8" PER FT CHANNEL ' SLOPE 3'-0" BASES WI T H 6„ d 6" PRECAST N'OTE.�$. \— 6„ INVERTS MANHOLE DESIGN SPECIFICATION 8 1/2"(OUT) CONFORMS TO LATEST: 9"(IN) ASTM DESIGNATION C478 5'-10' 0 TYPICAL BASE CROSS SECTION NOTES:1. CONCRETE COMPRESSIVE APPROX. WEIGHT: 7000 LBS. STRENGTH— 4000 PSI AT 28 DAYS. NOTE A: INDICATES MORTAR TRANSITION JOINT 2• METHOD OF MANUFACTURE: WET ON STANDARD INVERT BASES AT INLET AND OUTLET. CAST. 120' 3. BASE SECTION IS MONOLITHIC. 105' INLET 4. 3 WAY AND 4 WAY CAST IN PLACE 90' INLET CUSTOM INVERTS CAN BE MADE, FOR INLET ADDITIONAL COST. 5. MAXIMUM INLET AND OUTLET PIPE INSIDE DIAMETER IS 10". OUTLET OUTLET OUTLET 6. SEE 4' DIA. MANHOLE COMPONENTS 150' 165' FOR ADDITIONAL NOTES. 135' INLET\ INLET INLET 3" o' o• OUTLET OUTLET OUTLET 180' 15, / 12"0 \ INLET INLET INLET I CHANNEL, I I 1 I i 0' 0 0' 3" OUTLET OUTLET OUTLET 225' INLET 240' INLET 255' INLET 270• TRANSITION INLET JOINT 0 0' OUTLET OUTLET OUTLET OUTLET STANDARD CAST IN PLACE INVERTS AVAILABLE OUNITED CONCRETE PRODUCTS INC . 173 CHURCH STREET TEL. 800 234-3119 FAX. (203) 265-4941 YALESVILLE, CT 06492 (203) 269-3119 WRIGHT-PIERCE Engineering a Better Environment SUBMITTAL REVIEW FORM PROJECT: South Windsor, CT—Pleasant Valley/Wheeler Road MH PROJECT NO.: 13060A CONTRACT NO.: ENG/TA: LMM/BLS DATE RECEIVED: 11/7/14 CONTRACTOR: Gerber Construction SHOP DRAWING NUMBER: 02759.01 DESCRIPTION: Coating Epoxy Touchup NO EXCEPTIONS TAKEN ( ) MAKE CORRECTIONS INDICATED -SEE REMARKS ( ) CONDITIONAL - SEE REMARKS ( ) REVISE AND RESUBMIT- SEE REMARKS ( ) REJECTED -SEE REMARKS X ..-- . ........ ............. ....... -� ......................) FOR INFORMATION/CONSTRUCTION ONLY ( ) RESUBMITTAL NOT REQUIRED ( ) RETURNED UNREVIEWED ( ) Review is only for conformance with the design concept of the Project and compliance with the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; for information that pertains solely to the fabrication processes or to techniques of construction; and for coordination of the work of all trades. REMARKS: 1. Manhole epoxy coating scope of work will be discussed at the Pre-Construction meeting on Wednesday, November 13th, 2014. It si not clear what this product will be used for. By: Lisa M.Muscanell Date: 11.10.2014 Wright-Pierce Page 1 of 1 Product No. 1156 - 1 o/11 REBAR GREEN EPDXY COATING AEROSOL CARB VOC <65%/MIR<1.40 PRODUCT NUMBERS: 156-12 OZ.NET WT. I. GENERAL DESCRIPTION Description: Aervoe Rebar Green Epoxy Coating Directions: Turn insert part of spray head to choose is a high-performance, fast-drying, single system either vertical or horizontal spray pattern. Align epoxy. It is specifically designed for touch-up or on spray head with black mark on valve rim to ensure site initial coating to protect rebar and other metal/ complete evacuation. Shake can vigorously for at steel surfaces. least 1 minute after rattle of agitator ball is heard and intermittently thereafter. Surfaces must be dry and Benefits: Meets ASTM D3963 specifications free of dirt, oil, and wax. For best results product (Report available upon request). Provides a should be used at temperatures between 600 and rustproof finish to keep rust stains from appearing 800 F (16' and 27' C). Hold can 10 to 12 inches in finished concrete. Adheres to all surfaces with from surface to be coated. Use steady,even strokes. very good resistance to corrosion, chemicals, and Several light coats are better than one heavy coat. abrasion. The touching-up of sheared ends, cuts, To prevent clogging of nozzle after use, turn can and other exposed areas promptly will prevent upside down and spray for one to two seconds. detrimental oxidation. Limitations: Please refer to the Material Safety Application: Use on rebar and metal/steel, or Data Sheet for specific information on material wherever a tough, durable finish is required. Metal hazards, etc. Do not set rebar into concrete until supports for use in reinforcement which contact paint has dried. the exposed surfaces of the concrete may also be coated with this product or the Aervoe Galvanize Coatings (#7007 Cold Galvanize Coating or#7008 Brite Galvanize Coating). Packaging: Aerosol: Cans(211 x604) 12 oz.net wt.(340 grams) 14.1 fl.oz. (401 ml) 12 cans/case 14 lbs.(5.9 kg) 0.47 CF(0.013 CM) cRvu►nz Mon. ZYNOLYTE gnaw Go. �anYNF_ etZest Aervoe Industries, Inc. (775)783-3100 Phone•(775)782-5687 Fax• (800)227-0196 Customer Service P.O.Box 485,Gardnerville,NV 89410 www.aervoe.com•mailbox@aervoe.com IL CHARACTERISTICS & PROPERTIES Specifications: Meets ASTM D3963. Appearance: Glossat 60.......................................................................................>60 Class.................................................................................................Non-Flat Coverage: Theoretical(at 1 mil dry).......................................................................26 sq.ft./can Practical(at 1/2 mil dry)........................................................................52 sq.ft./can Drying Schedule(at 77°F [25°C],50% Humidity at 1 mil dry): Totouch.................................................................................................15 min. Tohandle...............................................................................................30 min. To recoat...............................................................................................Before 2 hrs or after 72 hrs Fullcure................................................................................................72 hrs Performance and Chemical Properties: Weightper gallon..................................................................................6.9 lbs. Specificgravity......................................................................................0.8 Flammability: Label marking.................................................................Extremely Flammable Flashpoint.............................................................................................<0°F (-18°C) Operating temperature range................................................................60'to 80' F(16'to 27°C) Percentsolids by weight.......................................................................24% Percent solids by volume......................................................................15% Percent pigment by volume...................................................................2% CARB VOC(Non-Flat)..........................................................................<65% CARB MIR(Non-Flat)...........................................................................1.40 Interiordurability....................................................................................Excellent Exteriordurability..................................................................................Excellent Temperature resistance.........................................................................300' F(149' C) Colorfastness.......................................................................................Excellent Adhesion(ASTM D3359)......................................................................Very good Salt spray corrosion(ASTM B117)........................................................Passed,400 hrs Mineral Spirits resistance......................................................................Very good Gasoline resistance...............................................................................Good Motor Oil resistance..............................................................................Very good Pencil hardness(ASTM D3363)............................................................H Base Materials: Resin system.........................................................................................Epoxy/Acrylic Modified Alkyd Solvents(top two).................................................................................Acetone, n-Butyl Acetate Propellant..............................................................................................Hydrocarbon III. SHIPPING, STORAGE AND HEALTH IMDGnumber.........................................................................LIN 1950 D.O.T. container spec.............................................................2P D.O.T.shipping description....................................................Consumer Commodity Warehouse storage level number..........................................NFPA 30B Level 2 Hazardous class(CFR-49).....................................................ORM-D Storage temperature .............................................................32'to 120°F (0°to 49°C) Shelflife................................................................................. 1 -2 years HMIS ratings Health...............................................................................2 Fire...................................................................................4 Reactivity..........................................................................1 IV. MISCELLANEOUS V. WARRANTY Contains no Ozone Depleting Substances (O.D.S.) The statements made herein, on labels, product bulletins or by any of our employees or agents concerning this material are given for information only. Any liability whatsoever of Aervoe Industries, Inc. to the user of the product, is limited to replacement of the product or purchase price refunded. NO.1156-10111 WRIGHT-PIERCE ,-��. Engineering a Better Environment SUBMITTAL REVIEW FORM PROJECT: South Windsor,CT—Pleasant Valley/Wheeler Road MH PROJECT NO.: 13060A CONTRACT NO.: ENG/TA: LMM/BLS DATE RECEIVED: 11/7/14 CONTRACTOR: Gerber Construction SHOP DRAWING NUMBER: 02759.02 DESCRIPTION: Coating-Florok NO EXCEPTIONS TAKEN ( ) MAKE CORRECTIONS INDICATED - SEE REMARKS ( ) CONDITIONAL - SEE REMARKS ( ) REVISE AND RESUBMIT- SEE REMARKS ( ) REJECTED -SEE REMARKS X ........................................................................... ..................... ...................... ........................................... ........_..... ) FOR INFORMATION/CONSTRUCTION ONLY ( ) RESUBMITTAL NOT REQUIRED ( ) RETURNED UNREVIEWED ( ) Review is only for conformance with the design concept of the Project and compliance with the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; for information that pertains solely to the fabrication processes or to techniques of construction; and for coordination of the work of all trades. REMARKS: 1. Manhole epoxy coating scope of work will be discussed at the Pre-Construction meeting on Wednesday, November 13t", 2014. The submitted product does not meet the specifications. By: Lisa M.Muscanell Date: 11.10.2014 Wright-Pierce Page 1 of 1 o Q� GENERAL & HIGHWAY SPECIFICATION ADIM PRODUCT DESCRIPTION BASIC USES FORMULATIONS Florok EPDXY ADHESIVE is avail- * Bonds new concrete or mortar to MV Grade - Medium viscosity for able in a wide range of 100% solids old surfaces. general purpose work. Epoxy Resins and Activator for- * Interface adhesive to repair or , minas. Supplied in properly propor- bond structural units together. I V Grade Light viscosity for hair tioned UNITS to be intermixed just line cracks and thin glue line. prior to use. • As a matrix, it may be mixed with * sand and aggregates for use as a HV Grade- Heavy viscosity gel for topping or epoxy mortar for sur- larger cracks and rougher sur- face repairs. faces. * Grouts bolts, machinery and * WC Grade - Cures under water stanchions. * L"I Grade - Cures fast and sets at * Splices prestressed concrete piles temperature as low as 250 F. & grouts beam tendons & con- nections. ; i * Seals cracks and voids; or as a high pressure injection grout. See Circular 119-2. ADVANTAGES I * Use on any structurally sound sur- face as concrete, masonry, metal, ^ BONDS NEW CONCRETE TO OLD. wood or ceramic tile. They are primarily designed as a * Old surface does not have to be banding agent to adhere new con- chipped, roughened or scarified. crete to old surfaces; to rebond or * Bonding strength many times weld structural units together; or as greater than best grade of Ion- a matrix to be mixed with sand for crete. SPLICES PRESTRESSED CON- patching, filling, grouting and gen- * Non shrink. No interface stress. CRETE PILES AND BEAMS. era adhesive work. When fully cured, they provide a * Use above or below grade. LIMITATIONS very tough, durable coating of high * Waterproof adhesive, cohesive, tensile and com- If cause of failure is due to structural pressive strength. • Rebonds delaminated floor top- -fault, over loading or movement -These products are resistant to ping. consult Structural Engineer. water, moisture and most chemicals. * Reglues laminated wood beams. Refer to Technical Data chart to de- termine formula best suited to job. HAMA A t� ��RATION PRODUCT No. 29� WELT©N STREET _.;:HAMDEN, COf4NECTICUT 06511 1 1 9 • 7 TELEPH.QNE 003} 562-9948 SINCE 1950 %.#r1Mn%XJ&%{ %.#%;nr_vjnM 1 IVIV ELGENE DIVISION 299 WELTON ST., HAMDEN, CT. 06511 PHONE: (203) 562-9948 EPDXY-ADHESIVE II 100 M .V. ;HELF LIFE 2 years in original, unopened containers. >TORAGE Store dry at 40-95F. Condition material to 65-75F before :ONDITIONS using. ,OLOR CLEAR OR CONCRETE GRAY AVAILABLE 41XING RATIO Component 'A': Component '8' = 3.I by volume. /1SCOSITY Approximately 2,800 cps. -IOT LIFE Approximately 30 minutes. (60 gram mass) 70NTACT TIME 40F* 73F* 90F* 14-16 hr 3.5-4 hr 1.5-2 hr "'OMPRESSIVE MODULUS, PSI: 7 day 2,0 X 105 psi (1379.3 MPa) rENSILE PROPERTIES(ASTM D-638): 7 day Tensile Strength 5,100 psi (35.1 MPa) Elongation at Break 1.8% 14 day Modulus of Elasticity 3.2 X 105 psi (2206.9 MPa) cLEXURAL PROPERTIES(ASTM D-790): 14 day Flexural Strength (Modulus of Rupture) 7,400 psi (51 MPa) Tangent Modulus of Elasticity in Bending 4,7 X 105 psi SHEAR STRENGTH(ASTM 0-732). 14 day Shear Strength 5,900 psi (40.6 MPa) WATER ABSORPTION(ASTM D-570): 24 hour 0.79% DEFLECTION TEMPERATURE(ASTM D-648): 7 day Deflection Temperature 121 F (fiber stress loading 264 psi) COMPRESSIVE PROPERTIES(ASTM D.695): COMPRESSIVE STRENGTH, PSI 40F* 73F* 90F* 8 hour - 100 (.18 MPa) 16 hour - 2,400 (16.5 MPa) 4,500 (31 MPa 1 day 4,600 (31.7 MPa) 6,400(44.1 MP 3 day 800 (5.5 MPa) 8,100 (55.8 MPa) 8,200(56.5 MP 7 day 8,100 (55.9 MPa) 10,300 (71 MPa) 8,200(56.5MP 14 day 8,100 (55.9 MPa) 10,300 (71 MPa) 8,200(56 5 MP 28 day 8,800 (60.7 MPa) 10,300 (10,300 MPa) 8,200(56.5MP CHENWAL RESISTANCE CHART FOR EPDXY.ADHESIVE # 100 SEAL & WATERPROOFER The chart below contains a representative list of chemicals that are typically encountered in the industry. Tests were carefully controlled and the results shown are based on 30 day immersion tests. In most cases Florok Epoxy Adhesive 9100, Epoxy Seal and Epoxy Waterprofer will successfully resist splashing or occasional spillage of practically every chemical used without adverse affect. CHEMICAL RESISTANCE ACETIC ACID 5010 E ETT- n ALCOHOL E NfETHYL ALCOHOL E ACETIC ACID 10•/o E FATTY ACIDS E NQBK E ACETONE NR FERRIC SALTS E N.f INERAL OIL E AMON1UM If'DROXIDE E FLUOSILIC ACID WI MINERAL SPIRITS E BEER E FORMIC ACID E NITRIC ACED E BENZENE F FUEL OIL E OLEIC ACID E CALCIUM HYDROXIDE E GASOLINE E PHENOL E CARBON TETRACHLORDE E HYDROGEN PEROXIDE F PHOSPHOPI.0 ACID E CHROMIC ACID 10% E ISOPROPYL ALCOHOL E TOLUENE F CITIO'C ACID 10% E JET FUEL E X LENS F ?OTASSIUM HYDROM DE E LACTIC ACID E HI-FLASH NAPTHA E SODIUM HYPOCHLORIDE E SULFURIC ACID E KEY: RESULTS WERE DETERMINED UPON 30 DAY IIANIERSION E EXCELLENT F FAIR NR-NOT RECONfl�lENDED WI-W A.SH:INEVIIDIATELY The chemicals listed were placed in a concrete coated tank with our Epoxy and allowed to stand for 30 days,then the solution was removed and the coating inspected for failures. SPECIFICATIONS: Florok Epoxies have been tested in accordance to the following Specifications. ASTM C88I,ASTM C882, ASTM C883,ASTM C984, ASTM C900, ASTM D570,ASTM D1259 ASTM C109,ASTM C496,ASTM Cl 90,ASTM,D790,ASTM C672 THE CHARGAR.CORPORATION 299 WELTON STREET HAMDEN,CONNECTICUT 203-562-9948 FAX: 203-562-2053 Toll free 1-800-9224623 I►.Li i t i4nL i�"N i H M-V L-V H-V W-C L-T Properties Florok Medium Light Heavy Cure under Low Temp, EPDXY ADHESIVE Viscosity Viscosity Viscosity water Fast Cure Type EPDXY/ACTIVATOR 2 Com- 2 Com- 2 Com- 2 Com- 2 Com- System ponent ponent ponent , ponent ponent Epoxy solids content - 100% 100% 100% 100% 1W% Shrinkage Y - None None None None None Working Pot Life Cel time at 75°F. 20 Minutes 30 Minutes 30 Minutes 60 Minutes 6-30 Minutes Property Retention 1o0% 100% 100% 100% 100% Initial Viscosity 800 CPS 600 CPS 20,000 50,000 1200 CPS Brookfield Model RVT CPS CPS Spindle No.3'- 20 RPM Absorption of water ' ;0;.4% 0.4% 0.5% 0.5°1° 0.4% 24 hour cube compression test PSI 9,800 PSI 11,000 PSi 9900 PS1 9200PSI7 day cube compression test PSI •13,500 PSI 16,300PS1 14500 PSI 12000 PSI .24 hour Tensile Split test SI 1,950 PSI 1,825 PSI 1,$30 PSI' 1,880 PSI 7 day Tensile s treng th Lbs. 6,500 PSI 6,700 PS 1 7,200 PS i 7,300 PS 1 6,600 PSI Chemical resistance to water, most chemicals,alkalis,acids,oil Excellent Excellent Excellent Excellent Excellent Adhesive strength variance Not Not Not __Not Slightly within normal temperature effected effected effected effected effected range. (-200F to 110°F) above 120°F Tests cover only that portion of AASHTO test shown INSTALLATION SURFACE PREPARATION p Adhering — two structural units together or to repair Surface to which I'lorok EPDXY ADHESIVE is to be broken members,.intermix 'A' and 'B' and apply a-thin applied must be clean and structurally sound. coating to_both faces: Allow i to tack up. Match sur- ge- unsound material, -dirt, 'oil or foreign matter by faces together and secure to prevent viUrations or rriov, sar, tasting, scarifying, acid etching, neutralizing and nient during initial setting. flushing with clean water at'maybe required. O Seal -- hairline cracks and voids by applying a mixture Surface may be damp at tlme of application, but not wet, of 'A'and'13' by brush or trowel, working material well (if wet use WC•Grade). _ into cracks. For high pressure injection grouting see Circular 119-2. MIXING Resurfacing or patching — is a two step operation. Florok EPDXY ADHESIVE is supplied as a two part interrnix 'A' and '13'and scrub into surface as a Primer. system; RESIN A and ACTIVATOR B , properly While still wet follow with top coat of intermixed 'A' proportioned as a complete UNIT: If less than a full UNIT and '13' to which has been added three to six parts of is to be used, follow proporations information on Label. clean sand and• or aggregates passing.• job specifi- rhoroughly mix i and B , using slow speed electric drill cations. Mix thoroughly and apply by trowel. Under uith 3"x 3" square mixing paddle. Mix Only sufficient certain conditions Primer rriay be omitted. Material that can be used within its pot life limitations Grouting -- of bolts, machinery; splicing of Prestressed .6 minutes to 2 hours), depending on Grade used and Concrete Pile using dowel system, etc. Intermix 'A' ambient temperature. (See above chart.) and 'B' add three to six parts of sand to suit job con- ditions. Secure member—to be grouted to avoid APPLICATION movement and apply ADHESIVE. Bonding — when bonding new concrete or mortar to old Packaging: 1 Quart UNIT+1 Gallon UNIT*4 Callon UNIT concrete, apply mixed 'A' and '13' by brush, roller or spray at rate of 20 mil thickness or 80 square feet per gallon. Allow coating to tack up before applying over- lay of concrete. If ADHESIVE hardens before overlay is CAUTION applied, recoat with.fresh.•application. Apply-concrete t Provide adequate ventilation. May cause skin or eyt ng. irritations:. Use protective gloves, clothing and goggiF KEEP AWAY FROM OPEN FLAME KELP OUT OF REACH OF CHILDREN' WRIGHT-PI E RCE -- LETTER OF TRANSMITTAL Engineering a Better Environment 169 Main Street, 700 Plaza Middlesex, Middletown, Connecticut USA 06457 Tel: 860-343-8297 Fax: 860-343-9504 DATE: 11111114 JOB NO: 13060A ATTENTION: Ron Gerber TO: RE: Gerber Construction South Windsor, CT— I Nutmeg Drive Pleasant Valley/Wheeler Road Intersection Manhole Ellington, CT 06029 Replacement WE ARE SENDING YOU 0 Attached F1 Under separate cover via the following items: Shop drawings Prints Plans Samples Specifications Copy of letter Change order COPIES DATE SHOP# DESCRIPTION 0 11107114 01570.01 Traffic Enclosure 0 11107114 02601.01A Manhole Components 0 11110114 02751.01 Bypass Pumping THESE ARE TRANSMITTED as checked below: = For approval Approved as submitted Resubmit copies for approval 0 For your use Approved as noted Submit copies for distribution As requested 0 Returned for corrections Return corrected prints For review and comment FOR BIDS DUE 19 PRINTS RETURNED AFTER LOAN TO US REMARKS: COPY TO: Owner SIGNED: 01 ' file Lisa M.Muscanell If enclosures are not as noted,kindly notify us at once. WRIGHT-PIERCE .- Engineering a Better Environment SUBMITTAL REVIEW FORM PROJECT: South Windsor,CT—Pleasant Valley/Wheeler Road MH PROJECT NO.: 13060A CONTRACT NO.: 2014-07 ENG/TA: LMMBLS DATE RECEIVED: 11/7/14 CONTRACTOR: Gerber Construction SHOP DRAWING NUMBER: 01570.01 DESCRIPTION: Traffic Enclosure NO EXCEPTIONS TAKEN ( ) MAKE CORRECTIONS INDICATED - SEE REMARKS ( X ) CONDITIONAL- SEE REMARKS ( ) REVISE AND RESUBMIT-SEE REMARKS ( ) REJECTED - SEE REMARKS ........................ ........................................................................................ .................... .................. ...-._.....-. ) .............-------- FOR INFORMATION/CONSTRUCTION ONLY ( ) RESUBMITTAL NOT REQUIRED ( ) RETURNED UNREVIEWED ( ) Review is only for conformance with the design concept of the Project and compliance with the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; for information that pertains solely to the fabrication processes or to techniques of construction; and for coordination of the work of all trades. REMARKS: Please verify the following requirements will be met: 1. The road closure at Wheeler Road shall be posted via signage at the intersection of Smith Street and Clark Street to limit "U" turns through Arthur Drive. 2. The road closure at Wheeler Road at the intersection of Pleasant Valley shall have ample cones and signs set up. 3. Detour Signage shall be posted prior to work commencing at the intersection. By: Lisa M.Muscanell Date: November 11,2014 Wright-Pierce Page 1 of 1 1 Air closed - i r _ . i y r , o - C ii�ll I i� a� — WRIGHT-PIERCE Engineering a Bever Environment SUBMITTAL REVIEW FORM PROJECT: South Windsor,CT—Pleasant Valley/Wheeler Road MH PROJECT NO.: 13060A CONTRACT NO.: 2014-07 ENG/TA: LMMBLS DATE RECEIVED: 11/10/14 CONTRACTOR: Gerber Construction SHOP DRAWING NUMBER: 02601.01A DESCRIPTION: Manhole Components-Resubmittal NO EXCEPTIONS TAKEN ( ) MAKE CORRECTIONS INDICATED - SEE REMARKS ( X ) CONDITIONAL - SEE REMARKS ( ) REVISE AND RESUBMIT- SEE REMARKS ( ) REJECTED - SEE REMARKS .................................................................... ................ ................... ................. ................ .................................... .......---..._........... . ) FOR INFORMATION/CONSTRUCTION ONLY ( ) RESUBMITTAL NOT REQUIRED ( ) RETURNED UNREVIEWED ( ) Review is only for conformance with the design concept of the Project and compliance with the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; for information that pertains solely to the fabrication processes or to techniques of construction; and for coordination of the work of all trades. REMARKS: 1. All penetration elevations shall be field verified by Contractor prior to releasing the structure to United Concrete for manufacture. By: Lisa M.Muscanell Date: November 11,2014 Wright-Pierce Page 1 of 1 SUBMITTAL CERTIFICATION FORM. PROJECT: Pleasant valley/Wheeler Rd Intersection CONTRACTOR'S PROJ.NO: "14-07 CONTRACTOR: Gerber Construction Inc. ENGINEER'S PROJ.NO: ENGINEER: Wright-Pierce SHOP 2601 DRAWING SPECIFICATION SECTION SEQUENTIAL NUMBER NUMBER: OR DRAWING NO: (&ALPHA SUFFIX FOR RESUBMITTAL) DESCRIPTION:revised man hole componentavith 24"opening,frame and cover,exterior coating MANUFACTURER: United Concrete The above referenced submittal has been reviewed by the undersigned and I/we certify that the material and/or equipment meets or exceeds the project specification requirements with ❑ NO DEVIATIONS or ❑ A COMPLETE LIST OF DEVIATIONS AS FOLLOWSa: By: By: Contractorb Manufacturer'- Date: Date: a Any deviations not brought to the attention of the Engineer for review and concurrence shall be the responsibility of the Contractor to correct, if so directed. Gerber Construction Inc. b Required on all submittals CONTRACTOR Pleasant Valley/Wheeler Rd Intersection e When required by specifications Page^Of PROJECTTITLE SPEC,SECTION NO.: Approved for conformance to contract requirements: General Contractor's Stamp DATE BY: Wright-Pierce ARCHITECTS-ENGINEERS DATERECEfVED: Co"MENTS MADE ONTHE SUBMITTALS DURING THIS ggEE��EEyW�DO NOT RELI THE CONTRACTORFROMCOMPUANCEWtTHREQUIREMENNTTS OFTHECONTRACTDOCUMENTS. THE CONTRACTOR SHALL DIRECT SPECIFIC ATTENTION ON ALL SUBMITTALS,IN WRITBIGAND/OR GRAPHIC FORM,TO DEVIATIONS FROMTHE REQUIREMENTS OfTHECONTRACT DOCUMENTS,OR,ONRESUBMiTTALS,TOANY DEVIATIONS OTHER THAN THOSE REQUESTED BYTHEARCHITECT ON PREVIOUS SUBMITTALS. THIS REVIEW ISONLYFORGENERALCONFORMANCEWITHTHE DESIGN CONCEPTOFTHE PROJECTA-0 GENERAL CONPLIANCEWITH THE INFORMATIONGIAAVVqNEEN INTHE CONTRACT DOM ENTS.TT�TNEppp((N�� PROCCONTRACTORI ING OE SETECHN 11 SQ�CONS ECCTIONABRII TII N4TTHE WORT(W THTHATOFAILQTHERTRADES;ANDPERFOKVNGTHEWORK INA SAFE AND SATISFACTORY MANNER REFER TO SPECIFICATION SECTION 01 33GO SUBMITTALNO,: REFEREDTO: APPROVED REVISEAND RESUBMIT REJECTED FURNISH AS CORRECTED 4' DIAMETER MANHOLE 8" P 30", OR 36"0 OPENING COMPONENTS M OPENINGS OR HATCHS MANHOLE DESIGN SPECIFICATION CAN BE CAST ON REQUEST.) CONFORMS TO LATEST: ASTM DESIGNATION C478 8 12" FLATTOP NOTES: -- 4'-10"0 v 7r1. JOINT SEALANT IS BUTYL RUBBER MASTIC TYPE SEAL THAT CONFORMS TO LATEST AASHTO SPECIFICATION 24", 30", OR M-198. MEETS FEDERAL 36 0 OPENING SPECIFICATION SS—S-0021(210—A). 2. REINFORCING STEEL WELDED WIRE FABRIC CONFORMS TO LATEST ASTM SPECIFICATION A185. ECCENTRIC 3. REINFORCING STEEL DEFORMED BARS CONE HEIGHTS CONFORM TO LATEST ASTM SPEC. A615. (24"0 OPENING ONLY) 4. CONCRETE COMPRESSIVE 3, STRENGTH— 4000 PSI AT 28 DAYS. 4, 5. MANHOLE STEPS MEET LATEST OSHA REGULATION 29 CFR 1910.27, 5 SECTION 16 OF ASTM SPECIFICATION C478 AND SECTION 10 OF ASTM SPECIFICATION C497. 6. WHEN SPECIFIED, MANHOLES ARE COATED WITH BAY OIL, "EBONY". RISER 7. METHOD OF MANUFACTURE: WETCAST. HEIGHTS 8. BASE SECTION IS MONOLITHIC. 1' 9. THE MANHOLE IS DESIGNED FOR 2' HS-20 LOADING WITH 18" SOIL COVER. co a d 3' M 4' WEKaHT CHART PRODUCT APPROX WEIGHT 0 3' BASE 4000 LBS. 4' BASE 4700 LBS. 6' BASE 6600 LBS. of v 12'+ 1' RISER 900 LBS. TYPICAL 2' RISER 1700 LBS. BASE 3' RISER 2600 LBCD S. HEIGHTS 4' RISER 3400 LBS. r 3 3' CONE W/ 24" OPENING 2500 LBS. 4'-0++0 5" WALL 4+ 3' CONE W/ 30" OPENING 2600 LBS. 3' CONE W 36" OPENING 2750 LBS. TYPICAL 6 0 4' CONE W 24" OPENING 3200 LBS. v a''. 6" 4' CONE W 36" OPENING 3600 LBS. 6„ d TYPICAL 5' CONE W 24" OPENING 4200 LBS. a � d z FLAT SLAB TOP W 24" OPENING 1650 LBS. U 5'—10"0 FLAT SLAB TOP WZ 30" OPENING 1500 LBS. uj FLAT SLAB TOP W 36" OPENING 1250 LBS. z > �e.O p i0' gip; °q° UNITED CONCRETE PRODUCTS INC . Lo 173 CHURCH STREET TEL. 800 234-3119 FAX. (203) 265-4941 v YALESVILLE, CT 06492 (203) 269-3119 E V O U 4 ' DIAMETER MANHOLE d. 4'-0"0 4 '° BASES 5" WALL MANHOLE DESIGN SPECIFICATION TYPICAL 1. CONFORMS TO LATEST: 4'-0" 3'-2" ASTM DESIGNATION C478 'a NOTES: 6„ AS 6„ 1. SEE 4' DIA. MANHOLE COMPONENTS R .d. .. 6„ FOR TYPICAL NOTES. d. 5'-10"b � 4' DOGHOUSE BASE SEE BELOW FOR ADDTIONAL BASES AVAILABLE 4" 4'-0"0 3'-0" 5" WALL 2'-2" TYPICAL 6„ a 5'-10"0 3' BASE 4„ APPROX WEIGHT: 4000 LBS. 4„ .r. 6'-0" 5'-2" 4'-0" 4 —0 0 3'_2» 4°-0°°0 5" WALL 5" WALL 6° t TYPICAL 6„ 6„ TYPICAL a'. 6„ a 6 .. a .. ♦ . 6" 4 -� 5'-10"0 5'-10"0 4' BASE 6' BASE APPROX WEIGHT: 4700 LBS. APPROX WEIGHT: 6600 LBS. aao, .O.goO. 06.. UNITED CONCRETE PRODUCTS INC . 173 CHURCH STREET TEL. 800 234-3119 FAX. (203) 265-4941 YALESVILLE, CT 06492 (203) 269-3119 4'-0"0 4 ' DIAMETER °° 4 b1 �� MANHOLE —0 ° 7/8" PER FT CHANNEL SLOPE BASES WI T H 6" b ' 6„ PRECAST NOTE. 4 . 61 INVERTS a , 9. MANHOLE DESIGN SPECIFICATION 8 1/2"(OUT) CONFORMS TO LATEST: 5'-10"0 9"(IN) ASTM DESIGNATION C478 TYPICAL BASE CROSS SECTION NOTES: APPROX. WEIGHT: 7000 LBS. 1. CONCRETE COMPRESSIVE STRENGTH— 4000 PSI AT 28 DAYS. NOTE A: INDICATES MORTAR TRANSITION JOINT 2• METHOD OF MANUFACTURE: WET ON STANDARD INVERT BASES AT INLET AND OUTLET. CAST. 120• 3. BASE SECTION IS MONOLITHIC. 105• INLET 4. 3 WAY AND 4 WAY CAST IN PLACE INLET gp• INLET CUSTOM INVERTS CAN BE MADE, FOR ADDITIONAL COST. 5. MAXIMUM INLET AND OUTLET PIPE INSIDE DIAMETER IS 10". OUTLET OUTLET OUTLET 6. SEE 4' DIA. MANHOLE COMPONENTS 150• 165• FOR ADDITIONAL NOTES. 135, INLET INLET INLET 3" OUTLET OUTLET OUTLET 18 � 12„0 \ INLET INLET 210*INLET I CHANNELII 1 I 1 � i OUTLET OUTLET OUTLET 225• INLET 240' INLET 255' INLET 270• TRANSITION INLET JOINT 0' 0• 0• 0• OUTLET OUTLET OUTLET OUTLET STANDARD CAST IN PLACE INVERTS AVAILABLE OUNITED CONCRETE PRODUCTS INC . 173 CHURCH STREET TEL. 800 234-3119 FAX. (203) 265-4941 YALESVILLE, CT 06492 (203) 269-3119 BAY OIL COMPANY 38 Plainfield Street Chicopee, Ma, 01013 Tel 413-737-7728 Fax 413-737-7730 EBONY Data Sheet EBONY WATERPROOF& CONCRETE SEALER Descriptions * EBONY is a general purpose waterproof and concrete sealer. * Water and polymer based. * Manufactured from environmentally friendly-low VOC components. Features * For use on all types of Concrete structures. * Non-Toxic environmentally friendly. * Extremely low VOC, meets requirements ASTM D 3792. * Creates a smooth, hard polymer film that protects the structure from water intrusions and chemical attack. Quick fast drying, 5-10 Min.@ 72 F allowing rapid transportation of parts. Roll on, spray, brush-300-350 sq. ft./gallon. Quick clean up,just soap and water removes from parts and skin. No dangerous solvents. Fire safe water based. * Superior to asphalt based sealers, faster drying and clean up, better coverage. * Graco Sprayer, .011-.013 tip (Graco 1-800-328-0211) Physical and Chemical Properties VOC 96 g/I Density @ 77 F 8.25-8.45 lbs./gal. Percent Solids (ASTM D 1644.75) By Weight 35 Viscosity 25 sec. Zahn#2 @ 77F PH 8.5 Dry time 5-10 min.@ 77F Film Thickness 1.5 mils per coat Coverage 275-350 sq. ft./gal. Product Uses Manholes, Septic Tanks, Utility Vaults, Concrete Pipe, Burial Vaults Heavy Duty Manhole Frame & Cover 1009 SEWER ® THE JACK FARRELLY CO. 97 Old Poquonock Rd. CT 06002 (860)243-9714 Bloomfield(800)423-0112 FAX(860)286-0867 PLAN NOTES: 25 3/4" 1. Material - Gray Cast Iron ASM A48-83, Class 358; 2. AASHTO Hs25 Highway Loading; 3. Bearing surface at seat of frame and cover shall be T7 machined for uniformity; 4. Cover shall have two non-penetrating pick holes; n 5. Castings supplied without surface coating; 24 6. Made in USA. 27" CAMPBELL FOUNDRY COMPANY T Harrison,NA 07029 34 1/2" Phone:973-483 5480 FAX:97,1 483-1843 SCALE: APPROVED BY: DRAWN BYr TYP SECTION DATE` 05/Ol/2012 REV.- Heavy Duty Manhole Frame & Cover Pattern Number: 1009 WRIGHT-PIERCE r.. Engineering a Better Environment SUBMITTAL REVIEW FORM PROJECT: South Windsor, CT—Pleasant Valley/Wheeler Road MH PROJECT NO.: 13060A CONTRACT NO.: 2014-07 ENG/TA: LMM/BLS DATE RECEIVED: 11/10/14 CONTRACTOR: Gerber Construction SHOP DRAWING NUMBER: 02751.01 DESCRIPTION: Bypass Pumping NO EXCEPTIONS TAKEN ( ) MAKE CORRECTIONS INDICATED - SEE REMARKS ( X ) CONDITIONAL - SEE REMARKS ( ) REVISE AND RESUBMIT- SEE REMARKS ( ) REJECTED - SEE REMARKS .... .....- ............. ............... ......... _( .. FOR INFORMATION/CONSTRUCTION ONLY ( ) RESUBMITTAL NOT REQUIRED ( ) RETURNED UNREVIEWED ( ) Review is only for conformance with the design concept of the Project and compliance with the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; for information that pertains solely to the fabrication processes or to techniques of construction; and for coordination of the work of all trades. REMARKS: 1. This submittal provides the sound levels of the bypass pumps to be 69 dBA at 30- feet. Although this exceeds the Towns noise ordinance, Contractor may proceed with nighttime bypass pumping as originally proposed. The Owner and Engineer will monitor and address any complaints that may arise. 2. The float activating the alarm agent shall be sent such that there is ample time for a response. We request a maximum response time of 15-mintes in the event that this alarm is activated. Please provide list of dial outs and response times. Alarms shall be tested in the presence of the Engineer and Owner before the bypass system can run. 3. Provide a schedule of the anticipated length of time the pumps will be in operation. By: Lisa M.Muscanell Date: November 11,2014 Wright-Pierce Page 1 of 1 SUBMITTAL CERTIFICATION FORM PROJECT: Pleasant valley/Wheeler Rd Intersection CONTRACTOR'S PROJ,NO: 2014-07 CONTRACTOR: Gerber Construction Inc. ENGINEER'S PROD.NO: ENGINEER: Wright-Pierce SHOP 2751 DRAWING SPECIFICATION SECTION SEQUENTIAL NUMBER NUMBER: OR DRAWING NO: (&ALPHA SUFFIX FOR RESUBMITTAL) DESCRIPTION: BYPASS PUMPING MANUFACTURER; GODWIN PUMPS The above referenced submittal has been reviewed by the undersigned and I/we certify that the material and/or equipment meets or exceeds the project specification requirements with ❑ NO DEVIATIONS or ❑ A COMPLETE LIST OF DEVIATIONS AS FOLLOWSa: By: By: Contractorb Manufacturer' Date: Date: a Any deviations not brought to the attention of the Engineer for review and concurrence shall be the responsibility of the Contractor to correct, if so directed. Gerber Construction Inc. b Required on all submittals Pleasant Valley/Wheeler Rd Intersection When required by specifications Page of_ PROJECTTITLE SPEC.SECTION NO.: Approved for conformance to contract requirements: General Contractor's Stamp DATE• BY: Wright-Pierce ARCHITECTS-ENGINEERS DATERECEfVED: COh1MENTS 6UIDENTHE SUBMITTALS pUR1N'THIS REVIEW pONDT oFTHECONT ACT OCTUMEWSh1C0h4PLIANCEWfiH REQUIREMENTS THE CONTRACTOR SHALL DIRECTSPECIFIC ATTENTION ON ALL SUBMITTALS,IN WRITBIG AND/OR GRAPHIC FORM,TO DEVIATIONS FROMTHE REQUIREMENTS Of THE CONTRACT DOCUMENTS,OR,ONRESUBMiTTALS,TOANY DEVIATIONS OTHERTHA NTHOSE REQUESTED BYTHEARCHITECTON PREVIOUS SUBMITTALS. THIS REVIEW IS ONLY FOR GENERAL CONFORpMANCEWITH THE DESIGN INFORMATIIONGWENINTHECONTRACT RR�ACT WCC9klENTS CCEWITH THE CALLLOU�ITIESANDOONIMeRBEIL(EN$SELECTI,ryGryI F�RICTAHTIEQ`IELATING PROCESSESS;TECHNIWESO�CdNSTRUCTION;COORDINATINOTHE WORK WITHTHATOFAILOTHERTRADES;AND PERFORAIINGTHEWORK INA SAFEAND SATISFACTORY M1IANNER REFER TO SPECIFICATION SECTION 013300 SUBMITTALNO,: REFEREOTO: APPROVED REVISEAND RESUBMIT REJECTED FURNISH AS CORRECTED xylem 99 Stockhouse Road Bozrah,CT 06334 Let's Solve Water Tel:(860)889-2343 Fax_(860)889-0673 godwin a F va r www.godwinpumps.com CONTRACTOR: GERBER CONSTRUCTION 1 NUTMEG DRIVE ELLINGTON, CT 06029 RE: 12-Inch Pleasant Valley Road Gravity Sewer Line South Windsor, CT Thank you for calling Godwin Pumps of America. Per your request enclosed please find our proposal for the above referenced project. Flow Data: lid(NGD) TOTAL GPD) 'TOTAL �GFnt) mwmum 30,W0 2�0 Average Day 50,OOD 35 Peak)four 288,000 200 The system we recommend to convey the above provided flows consists of one Godwin Dri- Prime CD103M Critically Silenced diesel driven primary pumpset that will run continuously and one Godwin Dri-Prime CD103M Critically Silenced diesel driven standby pumpset. Each pumpset will have individual 4"-Inch suction lines that would draw suction upstream of the work area at suction manhole 19-PLE-31 The standby pumpset will be wired to a Godwin Auto Start Controller, which will start and stop the pump automatically via floats should the need arise. The pumps will tie together via a common wye with valves for individual isolation and discharge through a single 6"HDPE line for approximately 500' feet to the discharge manhole 19-WHE-06. Included in this proposal is an optional Godwin Alarm Agent Cellular Auto Dialer set at the suction structure that will notify the appropriate personal if a high flow event occurs in the suction manhole when the standby pump is activated. Due to the noise requirements, Godwin Pumps can meet your needs for sound attenuation by utilizing the Critically Silenced pack on the pumpsets. Each pumpset is equipped with an integral fuel tank capable of overnight running. Also, the pumps feature our Godwin Pumps venturi air evacuation priming system and oil bath mechanical seal that allows the pump to prime from dry, run dry indefinitely, and re-prime automatically. Andy Culver Dewatering Solutions Godwin Pumps, a Xylem brand 99 Stockhouse Road Bozrah, CT 06334 C: 207.233.8322 0: 860.889.2343 andrew.culverna my l eminc.com Home Office: 84 Floodgate Road, Bridgeport, NJ 08014•www.godwinpumps.com-(856)467-3636.(856)467-4841 Think ®range. Think Godwin. Great Pumps. Great People. QUALIFICATIONS: Godwin Pumps is a service-based company, representing the Godwin Dri-Prime® range of automatic self-priming, solids handling, centrifugal pumpsets for both sales and rental. Our rental bank consists of over 5,000 Dri-Prime diesel and electric pumpsets in sizes 2" - 18", which are automatically self-priming from dry with static suction lifts to 28 feet, and can run continuously dry without damage. We are experts at consulting and providing pumping equipment for sewage by-passing, and we provide this service 24 hours a day. This, combined with our on-site 24 hours delivery and mechanical response, ensures you a successful project. Attached are samples of typical by-pass projects completed by Godwin within the past year. Godwin Pumps is the leader in by-pass technology with over 30 years experience in successful by-pass pumping. Godwin Pumps of America has been serving the municipal and industrial market since 1976. Our corporate headquarters is in Bridgeport,New Jersey,with branch offices in Upper Marlboro, Maryland; Pittsburgh, Pennsylvania; Batavia, New York; Bozrah, Connecticut; Lansing, Illinois; Richmond, Virginia; Charleston, West Virginia; Virginia Beach, Virginia; North Charleston, South Carolina; Acworth, Georgia; Raleigh, North Carolina; Houston, Texas; San Antonio, Texas; Helena, Montana; Los Angeles, California; Charlotte, North Carolina; Lakeland, Florida; Jacksonville, Florida; Dent, Washington; Corpus Christi, Texas; Cleveland, Ohio; East Brunswick, New Jersey; Wilmington,North Carolina; and Portland, Oregon. Temporary Bypass System References Company: Baltimore County Address: Rosedale,MD 21237 Contact: Mark Theiss Phone: 410-887-5318 Project: Red House Run Project Date&Flow: 2006—10 MGD Company: Conewago Enterprises,Inc. Address: Hanover,PA 17331 Contact: Ken Ream Phone: 717-632-7722 Project: Shore Road Pump Station Date&Flow: 2008--2000 GPM Company: Spiniello Companies Address: Baltimore,MD Contact: Julio Arzola Rhone: 973-808-83 83 Project: Patapsco Wastewater Project Date&Flow: April 2009—70 MGD Company: Johnston Construction Address: Dover,PA 17315 Contact: Mike Geissler Phone: 717-292-3606 Project: Long Quarter Pump Station Date&Flow: 2009—30 MGD Company: Marona Construction Address: Colmar,PA 18915 Contact: Sam Heltzel ]Phone: 443-506-8578 Project: Lower Bynum Phase 4 Date&Flow: 2006-20 MGD PRELIMINARY 99 Stock Ouse Road Bozrah, CT 06334-1121 Rental Contract #205005677 Tel: 860-889-2343 Fax: 860-889-0673 Mobilization #9.00 www.godwinpumps.com Page 1 of 2 S S Q 108287 H 108287 Gerber Construction Inc. D Gerber Construction Inc. P Wheeler Road& 1 Nutmeg Drive Pleasant Valle Road T Ellington, CT 06029-3899 T South Windsor CT 06074 0 0 Contract Date Sales Representative Order Taken By Order Created By 11-13-2014 Andrew M. Culver Andrew M.Culver Ashley Martin Customer PO Ordered By Location Phone Cell Phone Mr. Steve Gerber (860)875-6684 (860)305-1183 Terms Site Contact Delivery Zone Transaction Net 30 Mr. Steve Gerber Delivery Zone 2 Local Rental Contract Comments Onsite Thursday 11/13/2014 at 7:00 AM Loaded by: Truck#: Checked by: Trailer#: Beginning E-Code/Item Code Qty ,/ Description Hours Fuel 1 U Godwin CD103M 4"4024T281SP1-IT4 SB 8OG CS Diesel Pump w/4"FQD suction&4" 150#Flange discharge 1 ❑ Godwin CD103M 4"4024T281SP1-IT4 SB 8OG CS Diesel Pump • w/4"FQD suction&4"150#Flange discharge 1 Lj Auto Dialer Alarm Agent Extend Coverage 1 L.j Auto Diesel Control 12V W785'Floats A91 AD060040F1 F1 F1 R 2 ❑ 6" 150#FL x 4"150#FL Conc Adapter TE06OFlFlFlFOOR 1 ❑ 6"Tee W/150#FL AD06006OF117EOR 8 ❑ 6"HDPE SDR17 150#FL Adapter MSBU060F100OR 8 U 6"HDPE 150#FL Back Up Ring MSSD060PTOOOR 3 ❑ 6"HDPE Saddle wl bail valve&2"FCG inlet BNO604517EOOOR 6 ❑ 6"45 Degree HDPE SDR17 B/W Bend BNO609017EODOR 6 ❑ 6"90 Degree HDPE SDR17 B/W Bend PPPE060001BW32R 530' U 6"HDPE Pipe SDR32.5(Per Foot) AD060060QMFIGOR 1 lJ 6"MQD x 6"150#FL Adapter BN06090FlFO01R 1 ❑ 6"90 Degree Bend W/150#FL HSWSO400100DSR 6 ❑ 4"x 10'Black Water Suction Hose W/QD DBC BN0409OF1 FOOOR 4 ❑ 4"90 Degree Bend W/150'#171- Quotation#105012001 11.10-201413:40 Branch 005 PRELIMINARY 99 Stockhouse Road Bozrah,CT 06334-1121 Rental Contract#205005677 Tel:860-889-2343 Fax:860-889-0673 Mobilization #1.00 www.godwinpumps.com Page 2 of 2 Beginning E-Code/Item Code aty ✓ Description Hours Fuel HSCM04001OFl NR 7 ❑ 4"x 1 O'Composite Hose W/150#FL VLCK040F1 COOR 2 ❑ 4"Check Valve W/150#FL VLGT040FICOOR 2 i] 4"Gate Valve W/150#FL SCMS040NAOOOR 2 U 4"Suction Screen • wl MQD TE04OF1 F1 F1 FOOR 2 ❑ 4"Tee W/150#FL w/2"ball valve&2"FCG AD040040QFF1 GOR 2 U 4"FOD x 4"150#FL Adap'ter ' • (discharge) VLAR020PTYOI R 2 ❑ 2"Combination Air Valve ARI D-025-2 w/2"MCG HSWS020020CGSR 3 LJ 2"x 20'Black Water Suction Hose W/CG ACCESSORYR 2 ❑ 1"x 20'Leak Off Hose ACCESSORYR 4 I_j 4"QD O-Ring ACCESSORYR 2 ❑ 0-30 HG Gauges on suction ACCESSORYR 1 ❑ All Nuts,Bolts and Gaskets Quotation#105012091 11-10-201413:40 E Jo 4 't4 44 1>�� 41 " GODWIN DRI-PRIME&CD103M _t ONE (1)VARIABLE SPEED PUMP I SYSTEM CURVE ={ PLEASANT VALLEY I GERBER CONSTRUCTION SOUTH WINDSOR, CT Suction Lift:12 ft i Suction,Pipe:20 It 4"Suction Hose,(1)Screen,(1)Ent Loss Discharge Head:10 ft f' Discharge Pipe:20 ft V'Composite Hose,(1)Red,(1)CV,(1)GV,(1)Tee 500 ft 6"SDR 32.5 HDPE,(2)90',(1)Exit Loss F ,I 4 Performance- 256 mm Imt3eller I Variable Sneed Curve it System Flow(m^31hr) f 0 25 50 75 100 125 150 175 200 140 �1 Pump PerformanceCurve 40 1800!'Pm F3z 120 25e1e System +4� v fax` 40/0 50% , —4013-GPM Q as-TDI; 100 —— 55°JA 1600 rpm 58% 30 s9eiQ I ,. 80 --------- - - - I - C - s4 C 1400.rpm ( —} 5'/e d a`e, 60 - 20 f _ 1Y,00rpti 16, 40 s . 10 u 20 zs 0 — 0 --- — 0 100 200 300 400 500 600 700 800 900 `- System Flow(USGPM) Power j Per Unit Flow(m^3/hr) D 25 50 75 100 125 150 175 200 30 —— -- ? 1800 r net— 20 � zz 20 l - 4604 PM 15 � 140 j* 0 rpm N. . so 0 10 124 rpm I j 5 ti 0 100 200 300 40D 500 600 700 800 900 it Per Unit Flow(USGPM) NPSHr C � s Per Unit Flow(mA31hr) 0 25 5o 75 100 125 150 175 200 ' 10 - +— - �x r X 4fL — f - III 1 s` 2 i ! a 0 ! 0 2 0 100 200 300 400 500 600 700 800 900 Per Unit Flow(USGPM) GODWIN PUMPS OF AMERICA.84 FLOODGATE ROAD,BRIDGEPORT.NJ,08014.Tel-856-467.3636. Fax-866-467.4841.godwinpumps.com cl xylem bland CD103M.14030.mer.GerberConstruction.PieasantValley.xlsm 11/10/2014 CD103M Dri- Prime Pump he Godwin Dri-Prime CD103M pump offers flow rates to 1,022 USGPM and discharge heads to 169'(51 m).Also it has the capability of handling solids up to 3"(75mm) in diameter. The CD i 03M is able to prime to 28'(8.5 m) of suction lift from dry. Indefinite dry-running is no problem due to the unique Godwin oil bath mechanical seal design. Solids handling,dry-running and portability make the CD 103M the perfect choice for dewatering and bypass applications.The standard model is mounted on a highway trailer,with a skid-mounted option. Features Spec ificat on Simple maintenance normally limited to Suction connection 4"125#ANSI B 16.1 checking fluid levels. Delivery connection 4'1254 ANSI B 16.1 • Close coupled centrifugal pump with Max capacity 1022 USGPM vacuum priming compressor mounted Max head 169'(51m) to a diesel engine.Also available in electric drive or as bare shaft pumpend. Max solids handling 3"(75mm) Max impeller diameter 10"(256mm) a Extensive application flexibility.It will Max operating temp 176-F(80eC) handle sewage,slurries and liquids with Max working pressure 79.8 psi(5.5 bar) solids up to 3"in diameter. Max suction pressure 58.0 psi(4.0 bar) Continuously operated Godwin venturi Max casing pressure 119.7 psi(8.3 bar) air ejector priming device requiring no Max operating speed 2200 rpm form of periodic adjustment or control. Dry-running heavy duty mechanical seal with abrasion-resistant interfaces. Also available in a Critically Silenced unit which drastically reduce noise levels of the pump. Standard engine John Deere 4024TF281. Also available with Caterpillar C2.2T. The volute&suction cover are made from cast iron bs1452:1990 grade 220 and the impeller is made from cast steel bs3100 a5 hardness to 200 hb brinell. godwin ��/� Reference number: 95-1008-3000 Please contact Godwin farfurtherdetails. Date of issue: Auaus125.2011 T typkal picture of the pump Es shown. Issue: I All information is approximate and forgeneral guidance only. Performance Curve Materials no�0 26 so >s >00 t i�`7 150 175 00 22s Pump casing& Cast iron BS 1452:1990 grade 2°0 I r 40 suction cover 220 t ieo �mm - ss 50 Wearplates Cast iron to BS 1452 Gr220 140 I f{ ( I • - t° 1111) t T Carbon steel BS970-3:1991 ! 40 Pump shaft 080tvV40 120 - 35 100 Impeller Cost steel BS3100 A5 hardness tit • to 200 HB Brinell Ise 1404rp $y. 25 s° I '. } ' .•' ! - 20 Non-return valve m , �' v' - Cast iron BS1452 grade 220 body 40 MilllmUtN caD�11y ?` ` a mea Nv 10 20 Mechanical seal Silicon carbide vs silicon $ faces carbide 0 100 200 300 4W $00 00 7W OW "0 1000 1100 Flow fusapm) Engine option t Fng`Inte option 2 John Deere,40247281,35.5 HP @ 1800 rpm Caterpillar,C2.2T,38.5 HP @ 1800 rpm Impeller diameter 10"(256 mm) Impeller diameter 10"(256 mm) Suction Li(t Table Suct(ctrl Liff Table Total Total Delivery Head f) Total Total Delivery Head(� Suction 49 66 82 98 115 Suction 49 66 82 98 115 Head(l Output(USGPM) Head Output(USGPM) 9.8 837 748 528 286 - 9.8 837 748 528 286 - 15.1 815 682 440 176 - 15.1 815 682 440 176 - 20.0 726 616 352 - - 20.0 726 616 352 - 24.9 660 528 220 - - 24.9 660 528 220 - - Fuel eopoeity(Full)60 US Gal,(Usable)60 US Gal Fuel capacity(Full)60 US Gal,(Usable)60 US Gal Fuel consumption @ 1800 rpm BEP 1.6 US Gal/hr Fuel consumption @ 1800 rpm BEP 1.7 US Gal/hr Weight:(Dry)2,143lbs,(Wet)2,398lbs Weight:(Dry)2.326lbs,(Wet)2,812lbs Dimensions:(L) 118"x(W)66"x(H)72" Dimensions:(L) 11 8"x(W)66 x(H)72" (1sz�.z�mml_ [aao�.lamrn� 1 507.1 omm) + [570,07mmj 13e A o. a 1842, 73f�� [968.38m - En( INS giz_ Performance data provided in tables is baled on water tests at sea level and 68"F ambient. WK AI!information u approx,mate and forgenerol guidance only. od in Please Contact Godwin Pimps fw further details. 84 Floodgate Road I Bridgeport,NJ 08014 USA Reference number: 95-1008-3000 P:(856)467-3636)F:(856)467.4841 Date of issue: August 25,2011 Sales@godwinpumps.com I godwinpumps.com Issue: I Godwinpurhps. the Color Ctonge forpumps are regissyeo Lodemphs pf Gadv.ln Pumps SpecScoliaru urrd illusiralioru are sunjod is ravision vriihuut rniice-Godwin Pumps is�f fioh6e:cr any tnCampAetelwts a:inaaCU`aCiei. Godwin Pumps is not wue for oni'cor seguonlinl,incld:nlal V indirect dOmorycs rclnlin3 to IYx:50 spcsd cations cr their We. Godwin is a d'rect wholly rn,r dsubsidiaryofITTC:crporotion- Critically Silenced Dri- Prime" Pumns The Godwin Critically Silenced enclosure houses the versatile Dri-Prime CD, HL, NC and Wellpoint range pumps in a specially designed, acoustically-silenced enclosure.The Critically Silenced unit is intended for use in any pumping application where engine and other noise must be kept to a minimum.Sound levels are approximately 69 dBA at 30 feet(9 meters). Features and Benefits ® 14-gauge sheet metal (12-gauge on larger units)enclosure lined with 1" and 2"(25mm and 50mm)layers of polydamp acoustical sound-deadening material • Engine designed with critical grade muffler, silenced priming exhaust, and isolated engine vibration to further reduce operating noise ® Hinged, lockable doors for controlled access to operating controls and service locations ® Entire unit can be unbolted and op removed from the optional DOT highwaytrailer for added versatility l=� • UL142 rated and double wall fuel tanks are available ` g o dire a xylem brand Please contact the factory or office for further details.Atypical picture of the pump is shown. All information is approximate and for general guidance only. dire pumps. ENGINEERING TA Automatic Level Control Engineering Data I �+ I � Godwin's diesel driven automatic Dri-Prime's pumps can include Automatic Level Control systems to automatically start and stop pump operation. Using a Float Control system,your Godwin Dri-Prime pump can start and stop automatically with no operator intervention required. Call today for more details about an Automatic Level Control for your portable purring application. Float C onivol System • Starts and stops pump engine at float settings in sump. • Field programmable engine trip points. • Startup lockout timer. • Front panel shutdown LED indicator lamps: - Low Lube Oil - Overcrank - High Temperature - Overspeed • Built-in speed sensing circuit, • Front panel selection of "OFF", "AUTO", and "TEST" operating modes. • Optional dry contacts available for use with automatic telephone dialing equipment. Godwin Pumps of America, Inc. Engineering Catalog • Issue 4 m Rev. November 2006 Auto Control-1 Mechanical Float Switches The simplest possible method for level control!A mechanical micro-switch in a polypropylene casing,freely suspended at the desired height from its own cable.When the liquid level reaches the regulator,the float switch will tilt and the mechanical switch will close or break the circuit,thereby starting or stopping a pump or activating an alarm device.No wear,and no maintenance! Design Features ® Operating options -Normally open(N/O)green shell,for pump down applications,STANDARD -Normally Closed(N/C)Green/Red shell,for pump up -_ applications • Mechanical micro-switch • Non-mercury design Normally Open • Casing made of polypropylene construction ® Solid polyurethane foam filling • Cable made of chlorinated polyethylene • Cast iron cord weight included Specification Min oper.temp 320E Max oper.temp 170OF 3 Elec,cable size AWG 18/2,SJOOW-300V Rated for @120 Volt 10A Rated for @240 Volt 3A Operating point-rising S° Operating point-descending S° Approved Normally Closed pp � �Lus LISTED General Applications: e Mining ® Construction godwin a Dewatering • Municipal sewage a xylem brand a General industry Part Numbers ........................................................................................................................Version Cable Length Part number Normally Opera 30' CAPTNA020 65' CAPTNA016 125' CAPTNA018 150' CAPTNA022 Normally Closed 30, CAPTNA021 65' CAPTNA016 125' CAPTNA019 150, CAPTNA023 ' Standard Configuration Electric Submersible Pump (2)Normally©pen Float Switches Electric ON-Prime Pump (2)Normally©pen Float Switches Diesel®ri-Prime Pump (1)Normally Open Float Switch (1)Normally Closed Float Switch Pump Down Application When the level drops, pumping stops and when the level and pumping the micro switch is the level begins to reaches the highest resumes. activated.... rise.... permissible point, the second regulator reacts.... Godwin is a trademark of Xylem Dewatering Solutions,Inc.,a wholly-owned subsidiary of Xylem Inc.Specifications and illustrations arc subject to x\/Iem revision without notice.Xylem makes no representation regarding the completeness or accuracy of this information and is not liable for any direct or indirect damages arising from or relating to this information or its use. Let's Solve Water www.godwinpumps.com 84 Floodgate Road Bridgeport,NJ 08014 Tel+1.856.467.3636 www.godwinpumps.com 0 2012 Xylem,Inc.All rights reserved. XYLEM,MECHANICAL_FLOAT SWITCH_7.7.12 wireless r features e M1 I WIN Totally Wireless RTU Easy to install. Goes where landlines can't, with 98% availability across North America. Reliable, Web-Based Communication Triple redundant, secure Web site links WRTU with AlarmAgent.com system. 0 Secure, 24/7 Access Retrieve equipment and status info anytime, from any Web-enabled device or by calling a toll-free number. i i Robust Monitoring & Control Functionality t i Simple configuration through system templates. Integrates 8 digital and 2 universal inputs, and 2 relay outputs. ' Straightforward User Interface Immediate status updates for a number of functions. Signal strength, x; transmission, local service registration, armed/disarmed, AC/battery, on/off. Custom User Templates Simplify configuration remotely or locally. Optimized for water and - wastewater pump applications. On-Demand Custom Reporting Web-based access anytime to system alarm and status reports. View and export data as you specify with customizable ranges. Flexible Alarm Notification Instant notification of alarm conditions x . by voice, SMS, pager, and e-mail. (WRTU shown at actual size) specifications MODELS AlarmAgent.com Wireless Remote Terminal Mounting Centers: Since • + • built units(WRTU)are offered In 4 different models: Open chassis:3-1/2"x 5-15/16" AA-102 AlarmAgent.com WRTU NEMA 1 enclosure:3-1/2"x 6-19/32" a reputationfor . • with NEMA 1 Enclosure NEMA 4Xenciosure:4"x 8-3/4° • • • customer AA-10200 AlarmAgent.com WRTU Weight with Open Chassis Open chassis:2.4 lbs w/rubber duck antenna service. Welook for the NEMA 1 enclosure:2.7 Ibs w/rubber duck antenna breakthroughs, AA-1021VEMA4XR AlarmAgent.com WRTU with NEMA 4X enclosure:5:51bs w/Phantom antenna NEMA 4X Enclosure and Phantom Antenna st that they meetr ur AA-102HEMA4XYAlarmAgent.com WRTU ENVIRONMENTAL with NEMA 4X Enclosure and Yagi Directional Temperature range: standards before • • • Antenna Operating,-30 to+70°C(-22 to-r158°F) them to our • Storage,-40 to+851C(-40 to+185°F) ELECTRICAL Storage, 0 to 95%non-condensing Eight Digital Inputs:For connection to dry (unpowered)contacts.Open circuit voltage COMMUNICATIONS We are proud • put our 5VDC;closed circuit current 2mA DC. Bi-directional WRTU communications are handled name on AlarmAgent.com. TWo Universal Signal Inputs: by the AfarmAgent;com secure server via the Digital.•Open circuit voltage 5VDC:closed wireless cellular network. It joinsour • o -te range circuit current 2mA DC. SYSTEM CONFIGURATION of detection an• Analog:4-20MA,single ended.Maximum The WRTU is configurable via any of three possible notification voltage drop 2.5 VDC. means:via dipswitch,via notebook computer Resolution:0.1%,absolute accuracy Is 0,25%. connected to the serial port,or wirelessly via are ideal • + variety of AlarmAgent.com.In most cases,a notebook Two Relay Outputs:Normally Open Relays; • • • • latest computer connection is-not required.By selecting 0.5-ampere @ 120VAC from 4 templates that are optimized for duplex innovations to the trusted Serial Port.9 pin D Sub male RS232 pump stations with or without totalizer and triplex configuration port pump stations with or without totalizer,rapid industry •- • Battery Backup:24 hours,12 volt e�1.2 Amp Hr Installation and error proof startup are virtually solution to fit your needs. guaranteed.Three additional templates are Power Management:System intelligently available for more general applications. manages power during power failure. Power Requirements; ALARM AND SYSTEM MESSAGES User supplied.The WRTU operates on User defined alarm and system messages 12 to 24 VDC power input. are delivered via voice calls,SMS messages, alphanumeric pagers,and e-mail to an unlimited With 12 VDC input,current is number of user specified destinations.Authorized 1-ampere peak,200 mA average, personnel acknowledge alarms during voice calls With 24 VDC input,current is via a toll free number,e-mail,or through the 0.5-ampere peak,100 mA average. AlarmAgent.com Web site. Battery Charging:Precision voltage controlled OPERATOR INTERFACE to maximize battery life and rapidly recharge The AlarmAgent.com WRTU Includes pushbuttons the battery after power failure. to turn the unit on or off,to arm or disarm the unit, SINCE 1948 Power Failure:Automatic alarm for external to cause a special Test Cali to be generated,and a at power failure and low battery detection. digital input Accept function to assist in the setup Power Consumption:2 watts nominal of the WRTU. Solar Power:The WRTU is operable directly LEDs are used extensively throughout to indicate from a 13.6 VDC solar power unit.Average the status of the following subsystems:AC power REMOTE ALARMS + • CONTROLS status,battery status,network service availability, current is i75 ma or less. a 10 segment LED bar graph for service signet Surge Protection: strength,actively transmitting,test report,customer Digital inputs are opto-Isolated and rated account status,template setting status,individual at 5,000 volts. input channel state,individual relay output state, and if an channels have exceeded their daily ' • • Universal inputs are rated at 600 watts. Y Y Power input is protected to 1,500 watts peak. limit of transmissions. Engineering Co. The fuse Is automatically reset. WARRANTY PHYSICAL Three year parts and labor warranty, t(i . • Street FOB factory Emeryville,CA Emeryville, California94608 Enclosure: Open chassis:9.6"H x 4.0"W x 2.44"D FIELD UPGRADES 510.658.6713 • r ne NEMA 1 enclosure:9.6"H x 4.35"W x 2.75"D AlarmAgent.com WRTU firmware is 800.722.6999 +! °,,, toll-free NEMA 4X enclosure:11.5"H x 4.33"W x 5.5"D field upgradeable. 510.658.3153 For information on accessories,go to www.alarmagenLcom/products_services.htm Literature Cade#190 r 9 Godwin Suction Hose 2" (51 t1 M) to 1 " ( 05 mm) Heaver-Duty Suction Hose odwin Pumps"features heavy-duty suction hoses, fully vacuum rated for water, petroleum and chemical applications in sizes from 2" (51 mm) to 'M 12" (305 mm) diameters. Avaliable with Godwin Quick Disconnect or Camlock fittings or flanges. Ideal for wafer, oil and chemical applications. • Smooth, black EPDM blend tubing • Weather- and ozone-resistant EPDM blend cover with fabric impression Reinforced with synthetic fabric with wire helix • Rated for temperatures from -25°F to +185°F • Resistant to salt water and water-based agricultural fertilizers • Flexible and economical Inside o Outside o Maximum Weight - Vac Bend Radius it (mm) " (mm) Working Pressure lbs./° i0 Hg t'(mm) psi (bar) 2 (51) 2.49 (63) 150 (10) 1.11 28 8 (203) 3 (76) 3.5 (89) 150 (10) 2.24 28 12 (305) 4 (102) 4.53 (1 15) 150 (10) 2.79 28 18 (457) 6 (152) 6.54 (166) 150 (10) 5.75 28 31 (787) 8 (203) 8.79 (223) 100 (7) 6.59 28 42 (1067) 10 (254) 10.91 (277) 75 (5) 10.25 25 50 (1270) 12 (305) 12.91 (328) 75 (5) 13.5 25 60 (1524) Home Office: Godwin Pumps of America,Inc. gedwin One Floodgate Road Bridgeport,NJ 08014 USA (356)467-3636 m Fax:(856)467-4841 PUMPSO Email:sales@godwinpumps.com www,godwinpumps.com 0 Copyright 2007 Godwin Pumps ofAmodca,Inc. Godwin Pumps,Ori-Prime and the color orange for pumps are registered trademarks of Godwin Pumps ofAmerica.Inc. Specifications and illustrations are subject to revision valhout notloe.Godwin Pumps Is not liable for any incompleteness or Inaccuracies. Godwin Pumps is not liable for any consequendol,incidental or indirect damages relating to these specifications or 0tolr use. gedwin pumps Hose Descriptions and Use NOTE: In QD fittings, flow always goes from male to female fitting Suction Hose—For use on SUCTION side of CD or HL pump applications only. !4' Diameters: 2"to 12" Lengths: 10',20' Fittings: QD,ET(up to 6") Applications: All water and sewage applications Petroleum application(only if marked Goodyear Fiexwina) Comments: Sometimes used on discharge of low pressure CD applications with Double Bolt Clamps Layflat Discharge Hose—For use on DISCHARGE side of CD pump applications only. Diameters: 2"to 12" Lengths: 50' Fittings: OD,ET(up to 6") Applications: All water and sewage applications Petroleum application Comments: 2"Diameter hose used on discharge of HL80M pumps when jetting in wellpoints Godwin Quick Disconnect(OD)Pipe—For use on DISCHARGE side of pump applications. Diameters: 4"to 12" Lengths: 3',6', 10',20' Fittings: QD Applications: All water and sewage applications Petroleum application Comments: 10"and 12"pipe is not used on discharge of HL pump applications 10"and 12"pipe have maximum lengths of 10' Closure bar required to close QD fitting Kanaflex Suction Hose—For use on SUCTION side of CD or HL Pump applications only. f i r Diameters: 2"to 8" Lengths: 10',20' Fittings: OD, ET(up to 6") f l f Applications: All water and sewage applications only Not for Petroleum a olications Comments: Specialty hose for long suction hose applications—very lightweight, but very fragile. Use caution when strapping down on a truck. Chemical Hose—For use on SUCTION side of CD or HL pump applications only. Diameters: 2"to 6" Lengths: 10',20' Fittings: Stainless Steel ET Pm OngApplications: Chemical applications only Comments: For use with Godwin Dri-Prime Stainless Steel oumoends onl . Composite Hose—For use on SUCTION&DISCHARGE side of CD or HL pumps r Diameters: 4"to 10" Lengths: 10',20' Fittings: Flange Applications: All water and sewage applications Petroleum application Comments: Flexible flanged hose—lighter than Cargo hose,but fragile. Use caution when strapping down on a truck. Cargo/Flexdock Hose—For use on SUCTION&DISCHARGE side of CD or HL pumps Diameters: 4"to 12" Lengths: 10%20' Fittings: Flange Applications: All water and sewage applications Petroleum application Comments: Rigid,heavy duty flanged hose—heavier than Composite hose. Larger diameters will not bend much. HDPE Pipe—For use on SUCTION&DISCHARGE of CD or HL pump applications Diameters: 8"to 24" Lengths: 40' Fittings: Fused together Applications: All water and sewage applications only Not for Petroleum application Comments: For use on long runs of high volume pump applications. Flanges and back up rings are used to connect to pump and tie-in location HDPE pipe is available in different thicknesses(depending on pressure) Thickness of HDPE pipe is measured by SDR rating(11,17,26,43) Lower SDR ratings are thicker,higher ratings are thinner e in Pu,mPs Screens, Fittings & Adapters NOTE: In OD fittings, flow always goes from male to female fitting Suction Screens Adapters • Large Hole-CD Pumps Reducer m I Sizes: 2"-12" Flow enters larger female end ® Fittings: QD, ET(up to 6") And exits smaller male end Increaser :=- Flow enters smaller female end p Low Profile-CD Pumps t" And exits larger male end C Sizes: 3"-8" When describing adapters always -; Fittings: OD, ET(up to 6") define the size,gender,and type on both sides of adapter Small Hole " PumpsY and Tee Adapters F0OO � Sizes: 4"-12 o Fittings: QD, ET(up to 6") ems, "V"Adapter(joins the flow of two lines) Sizes: 4"-12" Sends, Elbows Fittings: QD only Description: Female x Female x Male Example shown: 8"Y (F x F x M) 90 Degrees Bend(Elbow) Sizes: 2"-i 2" Fittings: only ' 2 "Tee"Adapter(joins or splits of two lines) Sizes: 4"-12" 4 Fittings: QD only 60 Degrees Bend(Elbow) Description: Line(Dx LineOx Branch Sizes: 4"-8" i 4, Example shown: 8"Tee (F x F x M) Fittings: QD only 45 Degrees Bend(Elbow) Sizes: 2"-12" Check Valves Fittings: QD only One watt directional flow valves Sizes: 4"-12" Fittings: Flanged or QD Step Bows Direction arrow shown on top of vavle Used on the discharge of 6' Long Double Offset Pipe CD and HL pumps to keep Sizes: 2"-12" flow from going back Fittings: QD only ' against the pump Used on the discharge of CD pumps to bring flow from Used on DISCHARGE of Vents discharge down to ground QD and HDPE Pipe only level. Diameter: 4"-12"QD pipe.3'long Saddle vents on HDPE Vacuum Breaker Vent Often used with 4'PVC Riser Pipe Combination Vent Used on closed system applications For more information and technical assistance contact: � l nomim- Performance Pipe,a division of Chevron Phillips Chemical Company LP P.O.Box 269006 Plano,TX 75026-9006 800.527.0662 DriscoPlex° PE 3408 HDPE Piping Systems Municipal and Industrial Applications and Standards Typical Markets for Pipe and Fittings DriscoPlex®Series Pipe Typical Features 2,8,10 DriscoPIex41500 Pipe FMA Approved Underground Fire Main 2,8,17 6,10,18 DrlscoPlexe 1600 Pipe 6,17,18 Mining DriscoPlext'1700 Pipe 1,3 Perforated Pipe DriscoPlex`'1900 Pipe 1.4 Water Distribution DriscoPlex 4000 Pipe 5,6,7 Municipal&Industrial,Water Distribution DriscoPle>P 4100 Pipe 1,8,19,20 Sanitary Sewer& DriscoPlex`4200 Pipe 8,9 Trenchless Rehabilitation DriscoPlex'4300 Pipe 5,6,9 DriscoPlexo 4400 Pipe 8,11 Treated/Reclaimed Water DriscoPlex 4500 Pipe 5,6,11 DriscoPlex'4600 Pipe 1,12 Industrial Sewer,Municipal Sewer, DriscoPlex°4700 Pipe 5,6,12,15 Sliplining&Trenchless Rehabilitation DriscoPlex©1200 Pies 1,13 DriscoPlexo 1400 Pipe 5,13 Industrial Specialty DriscoPle)e 1000 Pipe 1,16 NOTICE.Capabilities vary from manufacturing plant to manufacturing plant.Contact Performance Pipe to determine the availability of specific products and the availability of particular stripe or shell colors,striping patterns,and IPS or DIPS sizing. Legend for Typical Features 8.The IPS longitudinal color stripe pattern is 16.1-112"IPS anti smaller sizes only. Black is four equally spaced single color stripes standard. extruded into the pipe OD. 17.FMR&NSF Approved Class 150 or Class 1.IPS sizing system. 9.Green color stripes are standard.A green 200.Blue color stripes standard, 2.FMR Approved Class 150 or Class 200 in 2"-24"IPS pipe color shell is available on special order. I8,FMR Approved Class 150 or Class 200 in 4% sizes. 10.Red color stripes standard. 24"DIPS pipe sizes. 3.A s Ingle longitudinal color stripe is 11.Purple color stripes are standard.A 19.Black is standard.Blue color stripes or blue extruded into the pipe OD to identify DR. lavender color shell Is available on special color shell available on special order. 4.Various perforation patterns are available. order. 20.2"IPS and 3"IPS made to ASTM D 3035, 5.DIPS sizing system, 12.Solid light gray color. AWWA C901 and NSF 61.4"IPS and larger 6.The DIPS longitudinal color stripe pattern is three equally 11 Light gray color lining extruded into pipe made to ASTM F 714,AWWA C906 and NSF spaced pairs of color stripes extruded into the pipe OD. ID. 61 7.Blue color stripes are standard.A blue color shell is 14,Factory assembled casing and carrier. available on special order. 15.Green color stripes are standard. Bulletin: PP 109 Revision Date October,2002 ox►'�ltaafixttiran Before using the piping product,the user is advised and cautioned to make its own determination and assessment of the safety and suitability of the piping product for the specific use in question and is further advised against relying on the information contained herein as may relate to an specific use or application.it is the ultimate responsibility of the user to ensure that the piping — � Y Y P pp p tY product is suited and the information is applicable to the user's specific application.This data sheet provides typical physical property information for polyethylene resins used to manufacture the piping product.It is Intended for comparing polyethylene piping resins.It is not a product specification,and look, j j� does not establish minimum or maximum values or manufacturing tolerances for resins or for the piping product.These typical physical property values were determined using compression-molded plaques prepared from resin.Values obtained from tests of specimens taken ida I. from the piping product can vary from these typical values.Performance Pipe does not make,and expressly disclaims,all warranties,of Ph lanxb?4 taw merchantability or fitness for a particular purpose,regardless of whether oral or written,express or implied,or allegedly arising from any usage of trade or from any course of dealing in connection with the use of information contained herein or the piping product itself.The use expressly assumes all risk and liability,whether based in contract,tort or otherwise,in connection with the use of the information contained herein or the piping product itself.Further,information contained herein is given without reference to any intellectual property issues,as we as federal,state,or local laws which may be encountered in the use thereof.Such questions should be investigated by the user. For more information and technical assistance contact ����� Performance Pipe,a division of Chevron Phillips Chemical Company LP P.O.Box 269006 Plano,TX 76026-9006 800.527.0662 DriscoPlex° PE 3408 HDPE Piping Systems Typical Material Physical Properties of DriscoPlexo HDPE High Density Polyethylene Materials PropertyProcedure Material Designation r ASTM F 412 PE 3408 Cell Classification -- ASTM D-3350 345464C(black) 345464E color Density g/cm3 ASTM D-1505 0.945(bllack) Melt Index g/10 minutes ASTM D-1238 0.1 Flexural Modulus psi ASTM D-790 > 130,000 Tensile Strength psi ASTM D-638 3200 SCG(PENT) hours ASTM F-1473 > 100 HDB at 73.4°F(23°C) psi ASTM D-2837 1600 Color; UV Stabilizer -- ASTM D-3350 Black with minimum 2%carbon black Color; UV Stabilizer --. ASTM D-3350 Color with UV stabilizer Linear Thermal Expansion inch/inch/°F ASTM D-696 9 x 10-5 Elastic Modulus psi ASTM D-638 110,000 Brittleness Temperature °F(°C) ASTM D-746 -180(<-118) Hardness Shore D ASTM D-2240 65 Members Of: Bulletin:PP 109 Revision Date October,2002 A MftpP*rtfi m Before using the piping product,the user is advised and cautioned to make its own determination and assessment of the safety and suitability of the piping product for the specific use in question and is further advised against relying on the information contained herein as may relate to any specific use or application.It is the ultimate responsibility of the user to ensure that the piping product is suited and the information is applicable to the user's specific application.This data sheet provides typical physical property information for polyethylene gob resins used to manufacture the piping product.It is intended for comparing polyethylene piping resins.It is not a product specification,and does not establish minimum or maximum values or manufacturing tolerances for resins or for the piping product.These typical physical property values were determined using compression-molded plaques prepared from resin.Values obtained from tests of specimens taken from the piping product can vary from these typical values.Performance Pipe does not make,and expressly disclaims,all warranties,of Ih tywigwd�Tam merchantability or fitness for a particular purpose,regardless of whether oral or written,express or implied,or allegedly arising from any usage of trade or from any course of dealing in connection with the use of Information contained herein or the piping product itself.The use expressly assumes all risk and liability,whether based In contract,tort or otherwise,in connection with the use of the information contained herein or the piping product itself.Further,information contained herein is given without reference to any intellectual property issues,as we as federal,state,or local laws which may be encountered in the use thereof.Such questions should be investigated by the user. D-D 5 COMBINATION AIR VALVE FOR SEWAGE - "SAAR" SHORT VERSION Guarantees complete separation of the liquid from the sealing mechanism by creating an air gap at the top of the valve. ■ The air gap is guaranteed even under extreme conditions,this is achieved by a conical body shape that maintains maximum distance between the liquid and the Sealing Mechanism;with minimum body length. ■ Spring loaded joint between the stem and the upper float,to ensure that vibrations of the lower float will not unseal the automatic valve.Release of air will occur only after the accumulation of enough air. ■ Funnel-shaped lower body ensures that the residue sewage matter will sink to the system and be carried away. ■ Self cleaning mechanism. Includes A.R.1 patent Rolling Seal Mechanism. Reliable operation reduces water hammer incidents. Dynamic design allows high velocity air discharge,exceeding 12 psi differential pressure;preventing premature closing. Lightweight,small dimensions,simple and reliable structure. All inner metal parts made of stainless steel SAE 316. The drainage outlet enables removal of excess fluids. Body made of Stainless Steel SAE 316 or Reinforced Nylon. Working pressure range:0.2-10 bar.(3-150 psi) Available in 2-(50mm),3'(80mm),4'(100mm)-Threaded or Flanged. Ordering Upon ordering,please specify:model,size,working pressure, threads/flanges standard and type of liquid. ei r.1 LO LO O G1 W 16X A.R.I Flow Control Accessories Kfar Charm, 12932 Israel Tel. 972-6-6761988 Fax. 972-6-6763402 http://arivalves.com PARTS LIST AND SPECIFICATION - ----- No. Part Material 1. Drainage Elbow Polypropylene 2. Seal Plug Assembly Reinforced Nylon+E.P.D.M.+St.St ------------------------- 3, Clamping Stem Reinforced Nylon ------------------- 4. Float Foamed polypropyle -------- 5. Body Reinforced Nylon 0! 6. O-Ring BUNA-N 7. Crown nut Stainless Steel SAE 316 B 8. Stopper Acetal 90 ............ 9, Spring Stainless Steel SAE 316 --—-------------- % Washer Stainless Steel SAE 316 2) 11. Stem Stainless Steel SAE 316 -3) 12. Body Reinforced Nylon/Stainless Steel SAE 316 14 13. O-Ring BUNA-N 0 14. Clamp Stainless Steel SAE 316 15 15. Float Foamed polypropyle, C16) 16. Seal Fiber 1 (,- Cl) 17, Valve Brass ASTM A124 108 18 Base Reinforced Nylon/Stainless Steel SAE 316 A DIMENSIONS AND WEIGHTS KINETIC AIR DISCHARGE CHART OUTFLOW INFLOW Weight Kg. Flow rn/h Nominal Size A a Nylon stst T -250 -150 -50 2"(50mm) 369 455 3.7 14 3"(80mm) 369 455 3.8 15 93 4"(1 00mm) 369 455 3.9 16 0.4 -4 -0.5 2" 0 50 150 250 350 Flow m3lh ORIFICE SIZE AREA MM2 AUTOMATIC AIR DISCHARGE CHART Automatic Orifice 12 Kinetic Orifice 804 20 Threades:BSPT/NPT Flanges are available in BS/ISOIANSI standards. so 100 150 200 Flow m3/h 71