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HomeMy WebLinkAboutContract #: 007279 - From: 06-30-2012 To: - Weston & Sampson CMR, Inc - Town of North AndoverAndrew W. Maylor Town Manager Town of North Andover Office of the Town Manager North Andover Town Hall 120 Main Street North Andover, MA 01845 amaylor@townofnorthandover.com May 22, 2012 Mr. Stephen J. Richard, General Manager Weston & Sampson CMR, Inc 5 Centennial Drive Peabody, MA 01960 Dear Mr. McIntire: s ,%. 0'�' Telephone (978)688-9510 Fax (978)688-9556 Per your written request and the recommendation of both the Water Treatment Superintendent and Public Works Director, the provisions of the contract between the Town of North Andover and Weston & Sampson CMR, Inc (Contract #549, dated December 12, 2011), to refurbish/overhaul the pumps and motors at the Water Treatment Plant is extended to August 1, 2012. In addition, the proposal to replace Raw Water Pump No 1 VFD at a cost of $5,650 will be added to the scope of services. If you have any questions and/or concerns, please call Ray Santilli, Assistant Town Manager at 978-688-9516. Sincerely Andrew W. Maylor Town Manager cc., Ray Santilli, Assistant Town Manager Bruce Thibodeau, Public Works Linda Hmurciak, Water Treatment Plant Contract File Andrew W. Maylor Town Manager Town of North Andover Office of the Town Manager North Andover Town Hall 120 Main Street North Andover, MA 01845 amaylor@townofnorthandover.com May 22, 2012 Mr. Stephen J. Richard, General Manager Weston & Sampson CMR, Inc 5 Centennial Drive Peabody, MA 01960 Dear Mr. McIntire: Telephone (978)688-9510 Fax (978)688-9556 Per your written request and the recommendation of both the Water Treatment Superintendent and Public Works Director, the provisions of the contract between the Town of North Andover and Weston & Sampson CMR, Inc (Contract #549, dated December 12, 2011), to refurbish/overhaul the pumps and motors at the Water Treatment Plant is extended to August 1, 2012. In addition, the proposal to replace Raw Water Pump No 1 VFD at a cost of $5,650 will be added to the scope of services. If you have any questions and/or concerns, please call Ray Santilli, Assistant Town Manager at 978-688-9516. Sincerely, Andrew W. Maylor Town Manager cc., Ray Santilli, Assistant Town Manager Bruce Thibodeau, Public Works Linda Hmurciak, Water Treatment Plant Contract File Santilli, Ray From: REGS@sec. state. ma. us Sent: Tuesday, December 27, 20112:09 PM To: Santilli, Ray Subject: Publish Date Assigned for Contract Award A publish date of 1/4/12 has been assigned to your Contract Award submission with description of- Refurbish/overhaul nine vertical turbine pumps and eight vertically mounted motors, and replace VFD for Water Pump #1 at the Drinking Water Treatment Plant. Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/pre/preidx.htm. Please consider the environment before printing this email. SPR Central Register Contract Award Submit Confirmation State Publications and Regulations William Francis Galvin, Secretary of the Commonwealth Page 1 of 1 The following Contract Award submission was successfully received. Planned date of publish is 1/4/2012 Awarding Agency Agency Name and Address: Town of North Andover 120 Main Street North Andover, MA 01845 Project Number: Project Type: IlDesigner Services Contact Information Name: Phone: Ray Santilli, Assistant Town Manager 978-688-9516 Fax978-688-9556 Email Address: rsantilliC& ,townofnorthandover.com Notify email address listed when final publish date assigned. Award Information Description: Refurbish/overhaul nine vertical turbine pumps and eight vertically mounted motors, and replace VFD for Water Pump #1 at Drinking Water Treatment Plant Contract Awarded To: Weston & Sampson CMR, Inc. 5 Centennial Drive Peabody, MA 01960 Contract Amount: $235,800 Sub Contract Award: Additional Information This page can be printed for your records. ro Add httn://www.sec. state.ma.us/soroublieforms/CASubmitConfirmation.asl)x?ID=16498 12/27/2011 URBELIS & FIELDSTEEL, LLP 155 FEDERAL STREET BOSTON, MASSACHUSETTS 02110-1727 CAROL HAJJAR MCGRAVEY OF COUNSEL e-mail chm@uf-law.com December 15, 2011 Raymond Santilli Assistant Town Manager North Andover Town Offices 120 Main Street North Andover, MA 01845 RE: CONTRACT WITH WESTON & SAMPSON CMR, INC. Dear Ray: Telephone 978-475-4552 Telephone 617-338-2200 Telecopier 617-338-0122 Enclosed please find the above -referenced contract, which has been approved as to form. Very truly yours, Cixol Hajjar McGravey CHM/kmp Enclosure w:\wp51\work\n-andove\corresp\santilli.ltr - contract62.docx TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MASSACHUSETTS 01845 Raymond T Santilh Assistant Town Manager Attorney Carol McGravey Urbelis & Fieldsteel, LLP 155 Federal Street Boston, MA 02110 Dear Ms. McGravey: November 23, 2011 TEL (978) 688-9516 FAX (978) 688-9556 Enclosed please find for your review and approval three (3) original contracts, along accompanying documentation, between the Town of North Andover and Weston & Sampson CMR, Inc to overhaul/refurbish pumps and motors at the Drinking Water Treatment Plant per the Invitation for Bids issued on September 28, 2011 and all associated addenda Thank you in advance for your attention to this matter. Sincerely, Raymond T. Santilli Assistant Town Manager Enclosures TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MASSACHUSETTS 01845 Raymond T Santilli Assistant Town Manager Mr. Mark L. McIntire, President Weston & Sampson CMR, Inc. 5 Centennial Drive Peabody, MA 01960 Dear Mr. McIntire: November 14, 2011 TEL (978) 688-9516 FAX (978) 688-9556 The Town of North Andover has decided to award a contract to Weston & Sampson CMR, Inc. to refurbish/overhaul the pumps and motors at the Drinking Water Treatment Plant in accordance with the Invitation for Bids issued on September 28, 2011 and all associated addenda. Enclosed please find three (3) original standard Town of North Andover contracts for appropriate review and signature. Please return the signed contract documents and all required accompanying paperwork to my attention as soon as possible. Please ensure that all insurance certificates list the Town of North Andover as an "additional insured". If you have any questions and/or concerns, please call me. Sincerely, Raymond T. Santilli Assistant Town Manager Enclosures TOWN OF NORTH ANDOVER CONTRACT DATE: This Contract is entered into on, or as of, this date by and between the Town of North Andover (the "Town"), and Contractor: Weston & Sampson CMR, Inc. Address: 5 Centennial Drive Peabody, MA 01960 Telephone Number: 978-532-1900 Fax Number: 978-977-0100 1. This is a Contract for the procurement of the following: Furnish all labor, materials and equipment required to refurbish/overhaul nine (9) vertical turbine pumps and eight (8) vertically mounted motors, and replace the variable frequency drive for Finish Water Pump No.1 at the Drinking Water Treatment Plant in accordance with the Invitation for Bids issued on September 28, 2011 and all associated addenda 2. The Contract price to be paid to the Contractor by the Town of North Andover is: $235,800.00 3. Payment will be made as follows: Upon completion of work and receipt of invoice, net 30 4. Definitions: 4.1 Acceptance: All Contracts require proper acceptance of the described goods or services by the Town of North Andover. Proper acceptance shall be understood to include inspection of goods and certification of acceptable performance for services by authorized representatives of the Town to insure that the goods or services are complete and are as specified in the Contract. (Rev 5-2007) Contract by and between Town of North Andover and Weston & Sampson CMR, Inc. Page 1 r , 7- 4.2 Contract Documents: All documents relative to the Contract including (where used) Instructions to Bidders, Proposal Form, General Conditions, Supplementary General Conditions, General Specifications, Other Specifications included in Project Manual, Drawings, and all Addenda issued during the bidding period. The Contract documents are complementary, and what is called for by any one shall be as binding as if called for by all. The intention of the document is to include all labor and materials, equipment and transportation necessary for the proper performance of the Contract. 4.3 The Contractor: The "other party" to any Contract with the Town. This term shall (as the sense and particular Contract so require) include Vendor, Contractor, Engineer, or other label used to identify the other party in the particular Contract. Use of the term "Contractor" shall be understood to refer to any other such label used. 4.4 Date of Substantial Performance: The date when the work is sufficiently complete, the services are performed, or the goods delivered, in accordance with Contract documents, as modified by approved Amendments and Change Orders. 4.5 Goods: Goods, Supplies or Materials. 4.6 SubContractor: Those having a direct Contract with the Contractor. The term includes one who furnished material worked to a special design according to the Drawings or Specifications of this work, but does not include one who merely furnishes material not so worked. 4.7 Work: The services or materials contracted for, or both. 5. Term of Contract and Time for Performance: This Contract shall be fully performed by the Contractor in accordance with the provisions of the Contract Documents on or before June 30, 2012, unless extended pursuant to a provision for extension contained in the Contract documents at the sole discretion of the Town, and not subject to assent by the Contractor, and subject to the availability and appropriation of funds as certified by the Town Accountant. The time limits stated in the Contract documents are of the essence of the Contract. 6. Subject to Appropriation: Notwithstanding anything in the Contract documents to the contrary, any and all payments which the Town is required to make under this Contract shall be subject to appropriation or other availability of funds as certified by the Town Accountant. In the absence of appropriation, this Contract shall be immediately terminated without liability for damages, penalties or other charges. 7. Permits and Approvals: Permits, Licenses, Approvals and all other legal or administrative prerequisites to its performance of the Contract shall be secured and paid for by the Contractor. (Rev 5-2007) Contract by and between Town of North Andover and Weston & Sampson CMR, Inc. Page 2 APPENDIX A - PRICE PROPOSAL The Contract will be awarded to the responsible, responsive bidder offering the lowest price for the work to be performed. The Town is required to award the contract to the lowest responsive responsible bidder. All. prices are to remain firm for the duration of the Contract. Total Lump Sum Price to furnish all labor, materials and equipment required to refurbisll/overhaul nine (9) vertical turbine pumps and eight (8) vertically mounted motors, and replace the variable frequency drive for Finish Water Pump No. 1, at the Drinking Water Treatment Plant as specified: $ 135 )b . bo -T\r) o `1 v ovS A) Addenda #1 and #2 are acknowledged: Addenda #3 Signature Business Name Weston & Sampson CMR, Inc. Business Address 5 Centennial Drive, Peabody MA 01960 Business Phone 978-532-1900 Fax 978-977-0100 Mark L. McIntire Name of Person Authorized to sign Price Proposal President Title of Person utho ized to sign Price Proposal Signature of Above Person Town of North Andover tFB Overhaul/Refurbish Pumps & Motors at DWTP — Addendum 42 November 10, 2011 D ate Page 2 of 6 Cta11ks CERTIFICATIONS CERTIFICATE OF NON -COLLUSION The undersigned certifies under penalties of perjury that this bid or proposal has been made and submitted in good faith and without collusion or fraud with any other person. As used in this certification, the word "person" shall mean natural person, business, partnership, corporation, committee, union, club or other organization, entity, or group of individuals. Signature Date November 10, 2011 Mark L. McIntire, President Weston & Sampson CMR, Inc. Print Name & Title Company Name CERTIFICATE OF TAX COMPLIANCE Pursuant to Chapter 62C of the Massachusetts General Laws, Section 49A (b), I Mark L. McIntire , authorized signatory for Weston & Sampson CMR, Inc. Name of individual Name of contractor do hereby certify under the pains and penalties of perjury that said contractor has complied with all laws of the Commonwealth of Massachusetts, and the Town of North Andover, relating to taxes, permit or other fees, reporting of employees and contractors, and withholding and remitting child support. November 10, 2011 Signature Date Town of North Andover IFB Page 30 of 33 Overhaul/Refurbish Pumps & Motors at DWTP Clerk's Certificate of Vote The undersigned, Clerk of Weston & Sampson CMR, Inc., hereby certifies that, at a meeting duly called in accordance with the by-laws, the Board of Directors unanimously passed the following resolution on December 22, 2010: VOTED: To authorize John A. Bocchino, Jr. Mark L. McIntire Peter M. Smith Robert A. Goober Acting individually, to execute and deliver on behalf of the Corporation, contracts for professional services, up to $2,000,000 in value, which are in the ordinary course of the Corporation's business, during fiscal year 2011. CORPORATE ADDRESS: 5 Centennial Drive Peabody, MA 01960 STATE OF INCORPORATION Massachusetts I certify that the above vote is still in effect as of the date shown below. xl-� ,J A. Bocchino Jr., Clerk 11-e A/ Date [SEAL] Weston & Sampson CMR, Inc. ® THE MAIN STREET AMERICA GROUP NGM Insurance Company • Old Dominion Insurance Company Main Street America Assurance Company • MSA Insurance Company Information Systems and Services Corporation Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we (Here insert full name and address or legal title of Contractor) Weston &.Sampson CMR, Inc., 5 Centennial Drive, PEabody, MA 01960 as Principal, hereinafter called the Principal, and (Here insert full name and address or legal title of Surety) NGM Insurance Company 55 West Street Keene, NH 03431 a corporation duly organized under the laws of the State of Florida as Surety, hereinafter called the Surety, are held and firmly bound unto (Here insert full name and address or legal title of Owner) Town of North Andover, Town Hall, 120 Main Street, North Andover, MA 01845 as Obligee, hereinafter called the Obligee, in the sum of Five Percent of the Attached Bid Dollars ($ 5% ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has -submitted a bid for (Here insert full name, address and description of project) Overhaul/Refurbish Pumps & Motors at Drinking Water Treatment Plant NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or, in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 20th day of October, 2011 J'a"d ]JI. (:�6�1 , (Witness) .Weston & Sam s n CMR Inc. (Principal) (Seal) (Title) Marc L. MeT ire., Presl NGM Insurance Company (Surety) (Seal). (fV fitness) (Titl& i�hfaa Printed in cooperation with the American Institute of Architects (AIA) by the NGM Insurance Company of 4601 Touchton Road East, Suite 3400, Jacksonville, FL 32256 904-739-0873. The language in this document conforms exactly to the language used in AIA Document A310, February, 1970 edition. ACORO® INSURANCE BINDER DATE (MMIDD/YYYY) DEDUCTIBLE 11/22/2011 THIS BINDER IS A TEMPORARY INSURANCE CONTRACT, SUBJECT TO THE CONDITIONS SHOWN ON THE REVERSE SIDE OF THIS FORM, AGENCY COMPANY BINDER # Ames and Gough Zurich American InsuranceComnanv 811112201425 859 Willard Street DATE EFFECTIVETIME EXPIRATION E TIME DAMAGE RENTED PREMISES $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ AM X 12:01 AM Suite 320X Quincy MA 02169 12/1/2011 12:01 BODILY INJURY (Per accident) $ PM 12/1/2012 PERSONAL INJURY PROT $ NOON AHCNNoExt: (617)328-6555 A/CNo;E FAX (617)328-6888 THIS BINDER IS ISSUED TO EXTEND COVERAGE IN THE ABOVE NAMED COMPANY PER EXPIRING POLICY #: OCP -9805107-00 CODE: SUB CODE: AGENCY CUSTOMER I 00000163 DESCRIPTION OF OPERATIONS/VEHICLESIPROPERTY (including Location) Owners Contractors Protective Liability Policy INSURED Town of North Andover Total Premium: $2,020 120 Main Street $1,000,000 / $1,000,000 Limit North Andover MA 01845 AGGREGATE $ COVERAGES LIMITS TYPE OF INSURANCE COVERAGE/FORMS DEDUCTIBLE COINS % AMOUNT PROPERTY CAUSES OF LOSS BASIC FIBROAD a SPEC LOAN # AUTHORIZED REPRESENTATIVE GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE I—XI OCCUR RETRO DATE FOR CLAIMS MADE. EACH OCCURRENCE $ 1,000,000 DAMAGE RENTED PREMISES $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ 11000,000 PRODUCTS - COMP/OP AGG $ VEHICLE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ MEDICAL PAYMENTS $ PERSONAL INJURY PROT $ UNINSURED MOTORIST $ VEHICLE PHYSICAL DAMAGE DED COLLISION: OTHER THAN COL: ALL VEHICLES SCHEDULED VEHICLES ACTUAL CASH VALUE STATED AMOUNT $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY UMBRELLA FORM OTHER THAN UMBRELLA FORM RETRO DATE FOR CLAIMS MADE: EACH OCCURRENCE $ AGGREGATE $ SELF-INSURED RETENTION $ WORKER'S COMPENSATION AND EMPLOYER'S LIABILITY WC STATUTORY LIMITS E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ SPECIAL CONDITIONS I OTHER COVERAGES FEES $ TAXES $ ESTIMATED TOTAL PREMIUM I $ NAME & ADDRESS ACORD 75 (2010/04) INS075 (201004).02 Page 1 of 2 ©1993-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD MORTGAGEE LOSS PAYEE ADDITIONAL INSURED LOAN # AUTHORIZED REPRESENTATIVE Michael Herlihy/MCAL {= ACORD 75 (2010/04) INS075 (201004).02 Page 1 of 2 ©1993-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD '�� O INSURANCE BINDER DATE (MMI/2011) DEDUCTIBLE 11/22/2011 THIS BINDER IS A TEMPORARY INSURANCE CONTRACT, SUBJECT TO THE CONDITIONS SHOWN ON THE REVERSE SIDE OF THIS FORM. AGENCY COMPANY BINDER # AUTHORIZED REPRESENTATIVE Zurich American Insurance GENERAL X Ames and Gough company 811112201425 859 Willard Street DATE EFFECTIVETIME EXPIRATION E TIME GENERAL AGGREGATE $ 1,000,000 X AM LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS X 12:01 AM Suite 320 Quincy MA 02169 12/1/2011 12:01 PERSONAL INJURY PROT $ PM 12/1/2012 VEHICLE PHYSICAL DAMAGE DED COLLISION: OTHER THAN COL: NOON A/C. Ext: (617)328-6555 HONE AICNo:(617)328-6888 THIS BINDER IS ISSUED TO EXTEND COVERAGE IN THE ABOVE NAMED COMPANY PER EXPIRING POLICY #: OCP -9805107-00 CODE: SUB CODE: AGENCY 00000163 CUSTOMER D: DESCRIPTION OF OPERATIONSNEHICLES/PROPERTY (Including Location) Owners Contractors Protective Liability Policy INSURED Town of North Andover Total Premium: $2,020 120 Main Street $1,000,000 / $1,000,000 Limit North Andover MA 01845 EACH OCCURRENCE $ rnVFRArFS LIMITS TYPE OF INSURANCE COVERAGE/FORMS DEDUCTIBLE COINS % AMOUNT PROPERTY CAUSES OF LOSS BASIC FIBROAD SPEC LOAN # AUTHORIZED REPRESENTATIVE GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE 7 OCCUR RETRO DATE FOR CLAIMS MADE: EACH OCCURRENCE $ 1,000,000 DAMAGETO RENTED PREMISES $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ 1,000,000 PRODUCTS - COMP/OP AGG $ VEHICLE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ MEDICAL PAYMENTS $ PERSONAL INJURY PROT $ UNINSURED MOTORIST $ VEHICLE PHYSICAL DAMAGE DED COLLISION: OTHER THAN COL: ALL VEHICLES SCHEDULED VEHICLES ACTUAL CASH VALUE STATED AMOUNT $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY UMBRELLA FORM OTHER THAN UMBRELLA FORM RETRO DATE FOR CLAIMS MADE: EACH OCCURRENCE $ AGGREGATE $ SELF-INSURED RETENTION $ WORKER'S COMPENSATION AND EMPLOYER'S LIABILITY WC STATUTORY LIMITS E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ SPECIAL CONDITIONS I OTHER COVERAGES FEES $ TAXES $ ESTIMATED TOTAL PREMIUM $ NAME & ADDRESS ACORD 75 (2010/04) INS075 (201004).02 Page 1 of 2 ©1993-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD MORTGAGEE LOSS PAYEE ADDITIONAL INSURED LOAN # AUTHORIZED REPRESENTATIVE Michael Herlihy/MCAL ACORD 75 (2010/04) INS075 (201004).02 Page 1 of 2 ©1993-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ACCM� E.! CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 11/17/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 1-617-328-6555 CONTACT g NAME: Marguerite Parent Ames & Gough, Inc. PHONE FAX /C No: IC N xt: 617-328-6555 AIC, (A/C. E-MAIL ADDRESS: 859 Willard Street PRODUCER Suite 320 Quincy, MA 02169 CUSTOMER ID #• INSURERS AFFORDING COVERAGE NAIC # Michael Herlihy INSURED INSURERA: Zurich NA INSURER B: Continental Casualty Weston & Sampson CMR, Inc. INSURER C: National Fire Insurance 5 Centennial Dr. INSURER D: Steadfast (7 M) Peabody, MA 01960 INSURER E: Transportation Ins. Co. INSURER F: COVERAGES CERTIFICATE NUMBER: 24121264 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP POLICY NUMBER MMIDD MM/DD LIMITS A GENERAL LIABILITY North Andover, MA 01845 GLO 4882961-00 01/01/1 01/01/12 EACH OCCURRENCE $ 1,000,000 COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR 'AMX PRE TO RENTED 500,000 PREMISES Ea occurrence $ MED EXP (Any one person) $ 51000 PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 POLICY X PRO- LOC $ B C AUTOMOBILE X LIABILITY ANY AUTO 4014265805 AOS 4014265755 01/01/1 01/01/1 01/01/12 01/01/12 COMBINED SINGLE LIMIT $ 11000,000 (Ea accident) BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Per accident) $ X SCHEDULED AUTOS HIRED AUTOS PROPERTY DAMAGE $ (Per accident) $ X NON -OWNED AUTOS $ D UMBRELLA LIAB X OCCUR SSD 4882966-00 01/01/1 01/01/12 EACH OCCURRENCE $ 7,000,000 AGGREGATE $ 7,000,000 EXCESS LIAB CLAIMS -MADE DEDUCTIBLE $ $ RETENTION $ E WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVEN 2099440613 O1/O1/1 01/01/12 X WCSTATU- OTH- RY LIM ER E.L. EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? /A E.L. DISEASE - EA EMPLOYE $ 1,000,000 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) RE: Overhaul/Refurbish Pumps and Motors at Drinking Water Treatment Plant Town of North Andover is included as additional insured on General, Auto and Umbrella policies. As for Cancellation, please read typical cancellation paragraph shown. CERTIFICATE HOLDER CANCELLATION mgardikas ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD 24121264 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of North Andover THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 120 Main Street AUTHORIZED REPRESENTATIVE North Andover, MA 01845 USA mgardikas ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD 24121264 d .I"�� /'16.�i iJ CERTIFICATE OF LIABILITY INSURANCE DATE (7/20 YYYY) 11/17/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 1-617-328-6555 CONTACT Marguerite Parent NAME: Ames & Gough, Inc. PHONE FAX AIC N Ext: 617-328-6555 A/C No: E-MAIL ADDRESS: 859 Willard Street Suite 320 PRODUCER Quincy, MA 02169 CUs INSURERS AFFORDING COVERAGE NAIC # Michael Herlihy INSURED INSURERA: Zurich NA Weston & Sampson CMR, Inc. INSURER B: Continental Casualty INSURERC: National Fire Insurance 5 Centennial Dr. INSURER D: Steadfast (7 M) Peabody, MA 01960 INSURER E: Transportation Ins. Co. INSURER F: MED EXP (Any one person) $ 51000 COVERAGES CERTIFICATE NUMBER: 24121264 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP POLICY NUMBER MM/DD MM/DDIYYYY LIMITS A GENERAL LIABILITY GLO 4882961-00 01/01/1 01/01/12 EACH OCCURRENCE $ 1,000,000 COMMERCIAL GENERAL LIABILITY DAMAGE(RENTED PREMISESS Ea occurrence $ 500,000 CLAIMS -MADE � OCCUR 17 17 MED EXP (Any one person) $ 51000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 POLICY X PRO- LOC I $ B C AUTOMOBILE X4014265755 LIABILITY ANY AUTO 4014265805 AOS 01/01/1 01/01/1 01/01/12 01/01/12 COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Per accident) $ X SCHEDULED AUTOS HIRED AUTOS PROPERTY DAMAGE $ (Per accident) $ X NON -OWNED AUTOS $ D UMBRELLA LIAB X OCCUR SEO 4882966-00 01/01/1 01/01/12 EACHOCCURRENCE $ 7,000,000 _ AGGREGATE $ 7,000,000 EXCESS LIAB CLAIMS -MADE DEDUCTIBLE $ $ RETENTION $ E WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / NITOgy ANY PROPRIETOR/PARTNER/EXECUTIVE 2099440613 01/01/1 01/01/12 X WCSTATU- OTH- LIMITS ER E.L. EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? N I A E.L. DISEASE - EA EMPLOYE $ 1, 000, 000 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) RE: Overhaul/Refurbish Pumps and Motors at Drinking Water Treatment Plant Town of North Andover is included as additional insured on General, Auto and Umbrella policies. As for Cancellation, please read typical cancellation paragraph shown. VCRI Irty mIC nVLUr_M I.AIV tiCLLA I IVr1I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of North Andover THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 120 Main Street AUTHORIZED REPRESENTATIVE North Andover, MA 01845 USA mgardikas ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD 24121264 PAYMENT BOND Bond No. S-272629 BOND #S-272629 KNOW ALL MEN BY THESE PRESENTS, that we Weston & Sampson CMR, Inc. with a place of business at 5 Centennial Drive, Peabody, MA 01960 as Principal (the "Principal"), and NGM Insurance Company a corporation qualified to do business in the Commonwealth of Massachusetts, with a place of business at 55 West Street, Keene, NH 03431 as Surety (the "Surety"), are held and firmly bound unto the Town of North Andover, Massachusetts as Obligee (the "Obligee"), in the sum of Ow Iced Seyetlter2n Tmm—rd Nine I111ked & n0/1"ful money of the United States of America, to be paid to the Obligee, for which payment, well and truly to be made, we bind ourselves, our respective heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has assumed and made a contract with the Obligee, bearing the date of for the construction of 0' ish Rmps & Motors at ainkigg Water 1eat mnt Plant NOW, THE CONDITIONS of this obligation are such that if the Principal and all subcontractors under said contract shall pay for all labor performed or furnished and for all materials used or employed in said contract and in any and all duly authorized modifications, alterations, extensions of time, changes or additions to said contract that may hereafter be made, notice to the Surety of such modifications, alterations, extensions of time, changes or additions being hereby waived, the foregoing to include, but not be limited to, any other purposes or items set out in, and to be subject to, the provisions of Massachusetts General Laws, Chapter 30, Section 39M, and Chapter 149, Section 29, as amended then this obligation shall become null and void; otherwise, it shall remain in full force and virtue. IN WITNESS WHEREFORE, the Principal and Surety have hereto set their hands and seals this day of PRINCIPAL Weston Sampson CMR, Inc. By-, [Name and Seal] Mark McIntire President [Title] Attest: SURETY NGMurance� B [Attorne3*n-fact1fSK DA 0. Smith 14 Franklin Street, Quincy, MA 02169 [Address] 617-691-2642 [Phone] Attest: . END OF PAYMENT BOND Ni NGM INSURANCE COMPANY POWER OF ATTORNEY Amember ofThe Main Street America Group _ 06- O 204371 OA^ KNOW ALL MEN BY THESE PRESENTS: That NGM Insurance Company, a Florida corporation having its principal office in the City of Jacksonville, State of Florida, pursuant to Article IV, Section 2 of;the By-Laws of said Company, to wit: "Article IV, Section 2: The board of directors, the president, any vice president, secretary, or the treasurer shall have the power and authority to appoint attorneys-in-fact and to authorize them.to execute on behalf of the company and affix the seal of the company thereto, bonds, recognizances, contracts of indemnity or writings obligatory in the nature of a bond, recognizance or conditional undertaking and to remove any such attorneys-in-fact at any time and revoke the power and authority given to them. " does hereby make, constitute and appoint Christopher M Shea, D,O. Smith, Karen Besse, Deborah Viveiros--- its true and lawful Attorneys-in-fact, to make, execute, seal and deliver for and on its behalf, and as its act and deed, bonds, undertakings, recognizances, contracts of indemnity, or other writings obligatory in natureof a bond subject to the following limitation: 1. `No one bond to exceed Five Million Dollars ($5,000,000.00) and to bind NGM Insurance Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of the NGM insurance Company; the acts of said Attorney are hereby ratified and confirmed. This power of attorney is signed and sealed by facsimile under and by the authority of the following resolution,adopted by the Directors of NGM Insurance Company at a:meeting duly called and held on the 2nd day of December 1977. Voted: That the signature of any officer authorized by the By-Laws and the company seal may be affixed by facsimile to any power of attorney or special power of attorney or certification of either.given for the execution of any bond, undertaking, recognizance or other written obligation in the nature thereof; such signature and seal, when so used being hereby adopted by the company as the original signature of such office and the original seal of :the company, to be valid and binding upon the company with the same force and effect as though manually affixed. IN WITNESS: WHEREOF, NGM Insurance Company has caused these presents to be signed by its Assistant Vice President, General Counsel and Secretary and its corporate seal to be hereto affixed this 11th day of March, 2011. � \,1p1111Nllllll/j NGM INSURANCE COMPANY By: �" °,�" „o �� _= is2a Bruce R Fox - Assistant Vice President, General.y°'°"nu'�°!"+°` ` Counsel and Secretary State of Florida, County of Duval. On this March 11 th, 2011 before the subscriber a Notary Public of State of Florida in and' for the County of Duval duly commissioned and qualified, came Bruce R Fox of the NGM Insurance Company, to me personally known to be the officer described herein, and "who executed the preceding instrument, and he acknowledged the execution of same, and being by me fully sworn; deposed.and said that he is an officer of said Company, aforesaid: that the seal affixed to the preceding instrument is the corporate seal of said "Company, and the said corporate seal and her signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Company; that Article IV, Section 2 of the By-Laws of said Company is now in force. IN W ITN ESS W HEREOF, I have hereunto set my hand and affixed my'official' seal at Jacksonville, Florida this 11th day of March,, 2011. .............................................. . TASHA PHILPOT cWf1res tw 12011 � �,�� EXpif63 io%u2o�� . ' �fa F+`° i+laiilq rru,aryAsgn., lnc I, Brian J Beggs, Vice President of the NGM Insurance Company, do hereby certify that the above and foregoing is a true and,correct copy of a Power of Attorney executed by said.Company which is still in full force and.effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said Company at Jacksonville, Florida this day of , WARNING: Any unauthorized reproduction or alteration of this document is prohibited. TO,CONFIRM VALIDITY of the attached bond please; call I-800-225-5646. TO SUBMIT A CLAIM: Send all correspondence to 55 West Street, Keene, NH 0343.1',Attni Bond Claims. PAYMENT BOND Bond No. S-272629 BOND #S-272629 KNOW ALL MEN BY THESE PRESENTS, that we Weston & Sampson CMR, Inc. with a place of business at 5 Centennial Drive, Peabody, MA 01960 as Principal (the "Principal'), and NGM Insurance Company , a corporation qualified to do business in the Commonwealth of Massachusetts, with a place of business at 55 West Street, Keene, NH 03431 as Surety (the "Surety"), are held and firmly bound unto the Town of North Andover, Massachusetts as Obligee (the "Obligee"), in the sum of me Homed Seventem MISffd Mile HxdLmd & no/1"ful money of the United States of America, to be paid to the Obligee, for which payment, well and truly to be made, we bind ourselves, our respective heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents, WHEREAS, the Principal has assumed and made a contract with the Obligee, bearing the date of , for the construction of GVP ft i h AnTS & Nbtors at Drinking Water Mmatmmt Plant NOW, THE CONDITIONS of this obligation are such that if the Principal and all subcontractors under said contract shall pay for all labor performed or furnished and for all materials used or employed in said contract and in any and all duly authorized modifications, alterations, extensions of time, changes or additions to said contract that may hereafter be made, notice to the Surety of such modifications, alterations, extensions of time, changes or additions being hereby waived, the foregoing to include, but not be limited to, any other purposes or items set out in, and to be subject to, the provisions of Massachusetts General Laws, Chapter 30, Section 39M, and Chapter 149, Section 29, as amended then this obligation shall become null and void; otherwise, it shall remain in full force and virtue. IN WITNESS WHEREFORE, the Principal and Surety have hereto set their hands and seals this day of PRINCIPAL Weston 4 Sampson CMR, Inc. B [Name and Seal] Mark McIntire President [Title] Attest: Jp, SURETY NGM ICompan B [Attorne -in-fact al] . 0. ml th 14 Franklin Street, Quincy, MA 02169 [Address] 617-691-2642 [Phone] Attest: o a ivelros END OF PAYMENT BOND NGM INSURANCE COMPANY POWER OF ATTORNEY A member of The Main Street America Group r '0204372 06'. KNOW ALL MEN BY THESE PRESENTS: That NGM Insurance Company, a Florida corporation having its principal office in the City of Jacksonville,' State of Florida, pursuant to Article IV, Section2 of the By-Laws of said Company; to wit: "Article IV; Section 2. The board of directors, the president, any vicepresident, secretary, or the treasurer shall have the power and authority to appoint. attorneys-in-fact and to authorize them to execute on behalf of the company and affix the seal of the company thereto, bonds, recognizances, contracts of indemnity or writings obligatory in the nature of a bond, recognizance or conditional undertaking and to remove any such attorneys-in-fact at any time and revoke the power and authority given to them. does hereby make, constitute and appoint Christopher M Shea, D.O. Smith, Karen Besse, Deborah Viveiros--- its true and lawful Attorneys-in-fact, to make, execute, seal and deliver for and on its behalf, and as its act and deed, bonds, undertakings, recognizances, contracts of indemnity, orother writings obligatory in nature of a. bond subject to the following limitation: 1. No one bond to exceed Five Million Dollars ($5,000,000.00) and to bind NGM Insurance Com4any thereby as fully and to the same extent as i£ such instruments were signed by the duly authorized officers oftheNGM Insurance Company; the acts of said Attorney are hereby ratified and confirmed. This power.of attorney is signed and sealed by, facsimile under and by the authority of the following resolution: adopted by the Directors of. NGM Insurance Company at a meeting duly called and held on the 2nd day of December 1977 Voted: That the signature of any officer authorized by the By-Laws and the company seal may be affixed by facsimile to any power of attorney or special power of attorney or certification of: either given for the execution of any bond, undertaking;; recognizance or other written obligation in the nature thereof;` such signature and! seal, when so used being hereby adopted by the company as the original signature of such office and the original seal oftthe company, to be valid and binding upon the company with the same force and effect as though manually affixed. IN WITNESS WHEREOF, NGM Insurance Company has caused these presents to be signed by its Assistant Vice President, General Counsel and Secretary and its corporate seal to be hereto affixed this 11th day of March, 2011. ' -NGM INSURANCE COMPANY By: No aumuuna�nu1 �x ° Fo � _ = 1923 Bruce R Fox Assistant Vice President, General'9"npu° Counsel and Secretary" j State of Florida, 1 County of Duval. ` On this March 1 l th, 2011 before the subscriber a Notary Public of State of Florida in and for the County of Duval duly commissioned and qualified, came Bruce R Fox of the NGM Insurance Company, to me personally known to be the officer described herein, and who executed the preceding instrument, and he acknowledged the execution of same, and being by me fully swvom, deposed and said that he is an officer of said Company, aforesaid: that the seal'affixed to the preceding instrument is the corporate seal of said Company, and the said corporate seal and her signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Company; that Article IV, Section 2 of the By-Laws of said Company is now in force. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal at Jacksonville, Florida this 11th day of March, 2011. as ,dam • S ComkILPDino 32 D�A 'EV 6S 11 _ - ","'""�~ �k�' FiontlallolaryAssi., Inc I, Brian J Beggs, Vice President of the NGM Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by said Company which is still in full force and, effect., IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said Company at Jacksonville, Florida this day of WARNING: Any unauthorized reproduction or alteration of this document is prohibited. TO CONFIRM VALIDITY of the attached bond please call 1-800-225-5646. TO, SUBMIT A CLAIM: Send all correspondence to 55 West Street, Keene, NH 03431 Attn: Bond'Claims. APPENDIX A - PRICE PROPOSAL The Contract will be awarded to the responsible, responsive bidder offering the lowest price for the work to be performed. The Town is required to award the contract to the lowest responsive responsible bidder. All prices are to remain firm for the duration of the Contract. Total Lump Sum Price to furnish all labor, materials and equipment required to refurbish/overhaul nine (9) vertical turbine pumps and eight (8) vertically mounted motors, and replace the variable frequency drive for Finish Water Pump No. 1, at the Drinking Water Treatment Plant as specified: �3 Addenda #1 and #2are acknowledged: ✓ ire ,da'ie— i Signature Business Name I&I 0/" Business Address �� �/���i�fi��. ,D,uy� ���1:y A'V Business Phone �7j -,Y7' ZZ y2. Fax j7� - YY7 - 22&-� I I-Allvt&S � f -ix i1 -J Name of Person Authorized to sign Price Proposal Title of Person Authorized to sign Prig Proposal f f t't'y,a 1 i Ab, Signature of Above Person Date Town of North Andover IFB Page 2 of 6 Overhaul/Refarbish Pumps & Motors at DWTP — Addendum #2 11 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 KNOW ALL MEN BY THESE PRESENTS, that we Layne Christensen Company 16 Commercial Drive, Dracut, MA 01826 as Principal, hereinafter called the Principal, and Travelers Casualty and Surety Company of America One Tower Square, Hartford, CT 06183 a corporation duly organized under the laws of the State of CT as Surety, hereinafter called the Surety, are held and firmly bound unto Town of North Andover 120 Main Street, North Andover, MA 01845 as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Amount Bid Dollars ($ 5% for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Overhaul/Refurbish Nine VT Pumps and Eight VHS Motors, North Andover, MA NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 10th day of n ss) November, 2011 Layne Christensen Company (Principal) (Seal) By: (Title) UP p14' N°s..e4c Travelers Casualty and Surety Company of America ?ham ��y $ (Surety) (Seal) HAMTO (Witness) vs �f i kIthhIlm ..... ��a�By: '44; itle) Nancy A. Clover , Attorney-in-fact Suretv Phone No. 860-277-0111 AIA DOCUMENT A310 • BID BOND • AIA ° • FEBRUARY 1970 ED • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D.C. 20006 „. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER POWER OF ATTORNEY TRAVELERSJ Farmington Casualty Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Attorney -In Fact No. 223339 Certificate No. 0 0 4�4 8 5 8 KNOW ALL MEN BY THESE PRESENTS: That St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc., is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Melissa D. Evans, Patrick T. Pribyl, Debra J. Scarborough, Christy M. McCart, Mary T. Flanigan, Ronald J. Lockton, Claudia Mandato, Jeffrey C. Carey, Kathy L. Fagan, Charles R. Teter III, Laura M. Murren, Nancy A. Clover, Mark Duggan, Charissa D. Lecuyer, Evan D. Sizemore, David M. Lockton, and Kathleen M. Coen of the City of Kansas City , State of Missouri , their true and lawful Attomey(s)-in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of, guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. 9th IN WITNESS WHEREOF, the Compe have caused this instrument to be signed and their corporate seals to be hereto affixed, this day of SeptemberIsl Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company OASUq� p'y..,�T•v RE 6NO'y `*N..�MSp 'Y"iNs qm vt JP�IY A% Nw �9fTo FJS�Y'WO O,(,oPP�AfJ CYC � 4� � �9� fC°X POAA '7.s =Q°J• _ic;s °P °p y `q 't 19NC1O9!IPD5RA1, Zl?'•. SEALTFi:o'�� S tiIWr. °OaPORATf: ;•�o- NARfFONRDO, Tj CON . t '3' HQR�FORQ w a ~OcP y � �. ! 1• m^m�n�;'� fSMAN� <S•...�....*� 61 'aa ! „ v? �M'1 AN�b� State of Connecticut City of Hartford ss. By: Georg Thompson,enior ice President 9th September 2011 On this the day of , before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. 0#A00In Witness Whereof, I hereunto set my hand and official seal.My Commission expires the 30th day of June, 2016. 58440-6-11 Printed in U.S.A. Marie C. Tetreault, Notary Public THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is . FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies; which is in full force and'effect and has not been revoked. NOV 10 2011 IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of _,20 _. f,., r� Kevin E. Hughes, Assistant Sec tart' r pyAp6pUp���rA.!N% JV F\0.E 4 � Q�I•N I NfG9 J � \N q a PITY A/�0 O �y •v \ 4r !9 r 0RPORA>'!!• Q4,•. 4P G9 `tr u 1982' o m �� _ f,m v:�oe?oanrf:'m£ 21 01 a HARTFORD < NARIFORD < V 8 N y n 1951 SEAr;;,� R•� DN> �v..1S To verify the authenticity of this Power of Attorney, call 1-800-421-3880 or contact us at www.travelersbond.com. Please refer to the Attorney -In -Fact number, the above-named individuals and the details of the bond to which the power is attached. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER APPENDIX A - PRICE PROPOSAL The Contract will be awarded to the responsible, responsive bidder offering the lowest price for the work to be performed. The Town is required to award the contract to the lowest responsive responsible bidder. All prices are to remain firm for the duration of the Contract. Total Lump Sum Price to furnish all labor, materials and equipment required to refurbish/overhaul nine (9) vertical turbine pumps and eight (8) vertically mounted motors, and replace the variable frequency drive for Finish Water Pump No. 1, at the Drinking Water Treatment Plant as specified: $33��:00 T(vae I cA" g,,.,.( Addenda #1 and #2 are acknowledged: g _ A-444, -e3 tc(y/ // Signature Business Name lL- T C w wt� �ov`S7yc -rest�o T.A IC Business Address v,- 0VlA O(5Zw Business Phone S 83Z -3245' Fax SIT 2.7nS>Y 7_140rn,s D- .S:4+ra-j+c Name of Person Authorized to sign Price Proposal SP ✓ti. cal' U i cc 'W'�secQ4..�'� Titleeooff Person Authorized -t ign Price Proposal Ir Date ignature of Above Person ZA.,O c.. iT Town of North Andover IFB Page 2 of 6 OverhauVRefurbish Pumps & Motors at DWTP — Addendum #2 CERTIFICATIONS CERTIFICATE OF NON -COLLUSION The undersigned certifies under penalties of perjury that this bid or proposal has been made and submitted in good faith and without collusion or fraud with any other person. As used in this certification, the word "person" shall mean natural person, business, partnership, corporation, committee, union, club or other organization, entity, or group of individuals. Signature / A",f s sra c/,r U� Print Name & Title Date ld lop -I— Company Name CERTIFICATE OF TAX COMPLIANCE Pursuant to Chapter 62C of the Massachusetts General Laws, Section 49A (b), I 7—"As—�s ca+~,PC ,authorized signatory for I� {ltd I � C Name of individual Name of contractor do hereby certify under the pains and penalties of perjury that said contractor has complied with all laws of the Commonwealth of Massachusetts, and the Town of North Andover, relating to taxes, permit or other fees, reporting of employees and contractors, and withholding and remitting child support. l! o Signature Date Town of North Andover IFB Overhaul/Refurbish Pumps & Motors at DWTP Page 30 of 33 CERTIFICATE OF VOTE At a duly authorized meeting the Board of Directors of the held on it was S Z�-o 64Vkkj VOTED,THAT (Name) (Officer) of be and hereby is authorized to execute contracts and bonds in the name and on behalf of said , and affix its corporate seal hereto; and such execution of any contract or obligation in the name of on its behalf by such officer under seal of , shall be valid and binding upon I hereby certify that I am the clerk of the above named and that is the duly elected officer as above of said and that the above vote has not been amended or rescinded and remains in full force and effect as the date of this contract. (Date) Town of North Andover IFB Overhaul/Ref irbish Pumps & Motors at DWTP (Clerk) Page 31 of 33 CLERK'S CERTIFICATE R. H. WHITE CONSTRUCTION CO., INC. I, Sumner B. Tilton, Jr., Clerk of R. H. WHITE CONSTRUCTION CO., INC., herein certify that the following is a true copy of a resolution adopted at a special meeting of the Board of Directors of the Corporation duly called and held on July 21, 2011: VOTED: To authorize and empower David H. White, Chairman, Chief Executive Officer, President, Treasurer and Assistant Clerk; Kenneth M. Margossian, Executive Vice President; James E. McCarthy, Chief Operating Officer; and Thomas H. Descoteaux, Senior Vice President; or any one acting singly, to execute all contracts and bonds on behalf of the Corporation. I further certify that the foregoing resolution and authority vested thereby has not been amended or rescinded and is still in force and effect as of the date hereof. I further certify that the officers set forth in the resolution are duly elected and acting officers of R. H. WHITE CONSTRUCTION CO., INC. 2011. Witness my hand and seal of the Corporation this /�' day of ( t , Document A310 TM - 2010 Conforms with The American Institute of Architects AIA Document 310 Bid Bond CONTRACTOR: SURETY: ('b'cane, legal status and addre.g) (4'anre, legal statics cord prineipal place c f burins.) Liberty Mutual Insurance Company R.H. White Construction Co., Inc. 175 Berkeley Street This document has important 41 Central Street Boston, MA 02116 legal consequences. Consultation Auburn, MA 01501 Mailing Address for Notices with an attorney is encouraged With respect to its completion or 1001 4th Avenue, Suite 1700 modification. OWNER: (Manic. legal s/a/rrs and addr ess) Seattle, WA 98154 Any singular reference to Town of North Andover, MA Contractor, Surety, Owner or other patty shall be considered 384 Osgood Street plural where applicable. North Andover, MA 01845 BOND AMOUNT: $ 5% Five Percent of Amount Bid PROJECT: Wanre, location or addrea and Project imniber.. if ait0 Overhaul/Refurbish Pumps & Motors at Drinking Water Treatment Plant The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind themselves. their heirs, executors, administrators, successors and assigns, jointly and severally, as provided herein. The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents, or within such time period as may be agreed to by the Owner and Contractor, and the Contractor either (1) enters into a contract %with the Owner in accordance with the terms of such bid, avid gives such bond or bonds as may be specified in the bidding or Contract Documents, with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner, for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof; or (2) pays to the Owner the difference, not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Omier may in good faith contract with another party to peribmi the work covered by said bid, then this obligation %hall be null and void, otherwise to remain in lull farce and ellect. The Surety hereby waives any notice ol'an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid. Waiver of notice by the Surely shall not apply to any, extension exceeding sixty (60) days in the aggregate beyond the time liir acceptance of bids specified in the bid documents, and the Owner and Contractor shall obtain the Surely's consent ror an extension beyond sixty (60) days. If this Bond is issued in connection with a subcontractor's bid to a Contractor, the tern Contractor in this Bond shall be deemed to be Subcontractor and the tern Owner shall be deemed to be Contractor. When this Bond has been lumished to comply with a statutory or other legal requirement in the location orthe Project, any provision in (his Bond conflicting %vith said statutory or legal requirement shall be deemed deleted herelrom and provision% conlbrming to such statutory or other legal requirementshall be deemed incorporated herein. When so furnished, the intent is that Alis Bond shall be construed as a statutory bond and not as a common law band. Signed and scaled this 11th day of October, 2011 rZ/A- z$n— � ( I'frrrecr) ✓ S-0054/ASS/10 R.H. White Construction Co., Inc. (Principal) (seal) B: G �1i11e) LG'✓L. \(� /V3,I1d3U�.\ //J•�Jo°1stpo'�qr �lc� 1912 A \ o57 Mutual Insurance Company (.Surer)) (seal) By: 4 dile) NICOWKUY I A'norne7n-t-act 2510164 This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to he extent herein stated. Not valid for mortgage, note, loan, letter of credit, bank deposit, currency rate, interest rate or residual value guarantees. To confirm the validity of this Power of Attorney call 610-832-8240 between 9:00 am and 4:30 pm EST on any business day. LIBERTY MUTUAL INSURANCE COMPANY BOSTON, MASSACHUSETTS POWER OF ATTORNEY KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the "Company"), a Massachusetts stock insurance company, pursuant to and by authority of the By-law and Authorization hereinafter seporth, does hereby name, constitute n appoint, Nicole R 9 ................................9....,,,,.,.,,,, its true and lawful attome -in-fact, with full ower and authorityhereby conferred to sign, execute and acknowledge, at any location within the United States, the following surety bond: Principal Name: R.H. White Construction Co., Inc. Obligee Name: Town of North Andover, MA LMS Surety Bond Number: Bid Bond Bond Amount: See Bond Form That this power is made and executed pursuant to and by authority of the following By-law and Authorization: ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attomeys4n-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attomeys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attomeys4n-fact: Pursuant to Article XIII, Section 5 of the By-laws, Garnet W. Elliott, Assistant Secretary of Liberty Mutual Insurance Company, is hereby authorized to appoint such attomeys-in-fact as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of Liberty Mutual Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this 2e day of MARCH , 2009. LIBERTY MUTUAL INSURANCE COMPANY 6:;,4Ia44 - By Garnet W. Elliott, Assistant Secretary COMMONWEALTH OF PENNSYLVANIA ss COUNTY OF MONTGOMERY On this 2e day of MARCH , 2009 , before me, a Notary Public, personally came Garnet W. Elliott, to me known, and acknowledged that he is an Assistant Secretary of Liberty Mutual Insurance Company; that he knows the seal of said corporation; and that he executed the above Power of Attorney and affixed the corporate seal of Liberty Mutual Insurance Company thereto with the authority and at the direction of said corporation. IN TESTIMON ERP -105 ave hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year first above a�MONwF �1$1� COMMONWEALTH OF PENNSYLVANIA � Notarial seal c s q Teresa:: Pastelia,14otaryPublic BY Plymouth Up., Montgomery county Teresa Pastella, Notary Public CERTIFICAT 'yG�j�VPG My Commission Expires March 28, 2013 `�Ry ptj0ti Member, Pennsylvania Association ofNoteries. I, the undersigne , nt Secretary of Liberty Mutual Insurance Company, do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the officer or official who executed the said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attomeys-in-fact as provided in Article XIII, Section 5 of the By-laws of Liberty Mutual Insurance Company. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1980. VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company, wherever appearing upon a certified copy of any power of attorney issued by the company in connection with surety bonds, shall be valid and binding upon the company with the same force and effect as though manually affixed. IN TEST�A �Y �IWHEREOF, J8Jv hereunto subscribed my name and affixed the corporate seal of the said company, this of c o er 11th lJ pFDO � 1. 7912 0 �� By David MDavid M. Carey, ssi��Secretary day APPENDIX A - PRICE PROPOSAL The Contract will be awarded to the responsible, responsive bidder offering the lowest price for the work to be performed. The Town is required to award the contract to the lowest responsive responsible bidder. All prices are to remain firm for the duration of the Contract. Total Lump Sum Price to furnish all labor, materials and equipment required to refurbish/overhaul nine (9) vertical turbine pumps and eight (8) vertically mounted motors, and replace the variable frequency drive for Finish Water Pump No. 1, at the Drinking Water Treatment Plant as specified: s-39921 985.06 Addenda #1 and #2 are acknowledged. Signature Business Name Methuen Construction Company, Inc. Business Address 40 Lowell Road, Salem, NH 03079 Business Phone 603-328-2222 Fax 603-328-2233 Joseph A. Barbone, Jr. Name of Person Authorized to sign Price Proposal Chief Executive Officer Fitllkof Person Authorized to sign Price Proposal Signature dNAbove Person Town of North Andover 1FB OverhauVRefurbish Pumps & Motors at DWTP - Addendum #2 11/9/2011 Date Page 2 of 6 CERTIFICATIONS CERTIFICATE OF NON -COLLUSION The undersigned certifies under penalties of perjury that this bid or proposal has been made and submitted in good faith and without collusion or fraud with any other person. As used in this certification, the word "person" shall mean natural person, business, partnership, corporation, committee, union, club or other organization, entity, or group of individuals. Signature Date 11/9/2011 Joseph A. Barbone, Jr. - Chief Executive Officer Methuen Construction Company, Inc. Print Name & Title Company Name CERTIFICATE OF TAX COMPLIANCE Pursuant to Chapter 62C of the Massachusetts General Laws, Section 49A (b), I Joseph A. Barbone, Jr. , authorized signatory for Methuen Construction Co., Inc. Name of individual Name of contractor do hereby certify under the pains and penalties of perjury that said contractor has complied with all laws of the Commonwealth of Massachusetts, and the Town of North Andover, relating to taxes, permit or other fees, reporting of employees and contractors, and withholding and remitting child support. 'S Signa Town of North Andover IFB Overhaul/Refurbish Pumps & Motors at DWTP 11/9/2011 Date Page 30 of 33 CERTIFICATE OF VOTE At a duly authorized meeting the Board of Directors of the Methuen Construction Co., Inc. held on March 22, 2011 it Was VOTED, THAT Joseph A. Barbone, Jr. (Name) Chief Executive Officer (Officer) of Methuen Construction Co. be and hereby is authorized to execute contracts and bonds in the name and on behalf of said Methuen Construction Co. , and affix its corporate seal hereto; and such execution of any contract or obligation in the name of Methuen Construction Co. on its behalf by such officer under seal of Methuen Construction Co. , shall be valid and binding upon Methuen Construction Co. I hereby certify that I am the clerk of the above named Methuen Construction Co. and that Joseph A. Barbone, Jr Methuen Construction Cc is the duly elected officer as above of said and that the above vote has not been amended or rescinded and remains in full force and effect as the date of 11/9/2011 (Date) Town of North Andover IFB Overhaul/Refurbish Pumps & Motors at DWTP Page 31 of 33 . a• Document A31OTM - 2010 Conforms with The American Institute of Architects AIA Document 310 CONTRACTOR: (Nance, legal status and address) Methuen Construction Co., Inc 40 Lowell Road, Salem, NH 03079 OWNER: (Name, legal status and address) Town of North Andover MA BOND AMOUNT: $ SURETY: (Name, legal status and principal place of buslness) Liberty Mutual Insurance Company 20 Riverside Road Weston, MA 02493 Five Percent of the Attached bid (5%) This document has Important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. PROJECT: {Name, location or address, and Project number, ifany) Overhall/Refurbish Pumps and Motors at Drinking Water Treatment Plant The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and scverally, as provided herein. The conditions of this Bond are such that if the Owner accepts Hie bid of the Contractor within die time specified in the bid documents, or within such time period as may be agrei'ed to by the Owner and. Contractor, and the Contractor either (1) enters into a contract with the Owner in accordance with the terms of such bid, and gives such bond or bonds as may be specified in, the bidding or Contract Documents, with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner, for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof; or (2) pays to the Owner the difference, not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid. Waiver of notice by the Surety shall not apply to any extension exceeding sixty (60) days in the aggregate beyond the time for acceptance of bids specified in the bid documents, and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty (60) days. tf this Bond is issued in connection with a subcontractor's bid to a Contractor, the tern Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project, any provision in this Bond conflicting with said statutory or legal requirement shall be deetned deleted hereirotnn and provisions conforni ng to such statutory or other legal requirement shall be deemed incorporated herein, When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. Signed and sealed this 20th day of October, 2011 Methuen Construction Co., Inc. Z=--� (P ' ' al) (Seal) (mess) (Iftle),a AP � A. 3EC Liberty Mutual Insurance Company J,�)X 4 (Surely) (Seal) (YYitrress) 17itle) Adam W. DeSanctis, Attorne- in -Fact 4'THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT ISPRINTED ON RED BACKGROUND. 4%OL6O3 ►- . , This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. LIBERTY MUTUAL INSURANCE COMPANY BOSTON,MASSACHUSETTS i POWER OF ATTORNEY } KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the "Company"), a Massachusetts stock insurance company, pursuant to and by authority of the By-law and Authorization hereinafter set forth, does hereby name, constitute and appoint ADAM W. DESANCTIS, CHRISTINE B. GALLAGHER, PAUL A. PATALANO, MICHAEL T. GILBERT, DAVID A. BOUTIETTE, WILDER PARKS, JR, BRYAN F. JUWA, GREGORY D. JUWA, MICHAEL F. CARNEY, JAMES J. AXON, REBECCA SHANLEY, RICHARD F. CARUSO, JUDY DEAN, ALL OF THE CITY OF WOBURN, STATE OF MASSACHUSETTS ................................................................................................................................................................................................................................................................................. each individually if there be more than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations in the penal sum not exceeding ONE HUNDRED MILLION AND 00/100********##4R#4#k44######44484444444#4##k#444444####4###8##44###44# DOLLARS ($ 100,000,000.00*****�*****************"- ) each, and the execution of such undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company in their own proper persons. i That this power is made and executed pursuant to and by authority of the following By-law and Authorization: ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and 'subject to such limitations as the Nchairman or the president may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Company to make, 0 execute,.seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneysCL - 4) in -fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and p execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if c y signed by the president and attested by the secretary. to .Q By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys -in -fact: L 3 Pursuant to Article All, Section 5 of the By -Laws, David M. Carey, Assistant Secretary of Liberty Mutual Insurance Company, is hereby authorized v to appoint such attorneys -in -fact as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety 3 any and all undertakings, bonds, recognizances and other surety obligations. OM m > That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of Liberty e •y Mutual Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this day of 14th day of; July O i 2011 I— LIBERTY MUTUAL INSURANCE COMPANY 60 a*''r�����n Cd i.� a i9Y2 p By tm N David M. Carey, ACsistant Secretary Mt L COMMONWEALTH OF PENNSYLVANIA ss w COUNTY OF MONTGOMERY O 6 O this lath day of July 2011 , before me, a Notary Public, personally came David M. Carey, to me known, and LO w acknowledged that he is an Assistant Secretary of Liberty Mutual Insurance Company; that he knows the seal of said corporation; and that he executed Lthe above Power of Attorney and affixed the corporate seal of Liberty Mutual Insurance Company thereto with the authority and at the direction of said — V corporation. Mc > 4) ++ t. IN TESTIMONY WHER th , P t W o subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year O 3oN first above written. W Z V gtAt�t N,&&J Seas # tr Terata ?alta <a, Notaryu OFF Plymouth Twp.: Rdontgomary CoCp:;nty My Commission Expires Maar. 29, 03 By Member, Pennsylvania Association Zq Notaries Teresa Pastella, Notary Public CERTIFICATE +YLVQ�®y I, the undersigned., Assist !f erty Mutual Insurance Company, do hereby certify that the original power of attomey of which the foregoing is a full, true and correct copy, i e and effect on the date of this certificate; and I do further certify that the officer' or official who executed the said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attorneys=in-fact as provided in Article All, Section 5 of the By-laws of Liberty Mutual Insurance Company. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1980. VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company, wherever appearing upon a certified copy of any power of attorney issued by the company in connection with surety bonds, shall be valid and binding upon the company with the same force and effect as though manually affixed. IN TE TIM NY WHEREOF, ave hereunto subscribed my name and affixed the corporate seal of the said company, this _W,"" day of Gregory W Davenport, Assistant Secretary 0 0 CD (D 0 0 CL m Cl) ID CD & —n Z@ o CA CO) Z m M 0) 0 Co -4 CD 3 rl) 3 m 0 co 0 Z�3 CL cp) 0 CD C) c Cn ID Cl) 0, Fi- M (D cn 2 CA 0) a 0 p 0 0 0 0 3 CD cL (-) (1) 0 0 C) CD rtl M 0 0 m w CD CD (1) 11 -rl w -n 0 la < ID 0� ,a ID W X 0 -4 C) IZ D I M -4 > . = m 00 w 0 6 :E CT (n �Q. 3 8n = CD cn =i CD --4 o x �) -0 n M -4 CO 0) Fy m �) ? — ;; 6 N) � o rl? -2 -40- , -2 �� -<- 5 — D — — t co Q co - 0 co Z L r o m x CD 0 01 0 :r C, M. ID C)o m z m U) -Z CD 0 0 z 0 -n o w w co � � -q io 9D 91 ID ww 'm CD U) * M CD 3w OR W ::1- 0, m C�,D! < 0 0 Z- 3 cn n CD a) M x co co > 0 m C? ch ci 11 CD m LT r r "I 3 -t ci i C 4 CD > Z) M CD C- CD CD to CD = 6 ca 0 3 > c > CO cn Q Q (T 0 0 0 C CD c, 0 p 0 PD 9D 3 :3 m co CD 0) ca co CD M U) 61 4, o ro w 9 Z CD (o ol t�, cn BY 5� ;D CD C . 0 CA) 'n . 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WD CIO COD TOWN OF NORTH ANDOVER INVITATION FOR BIDS OVERHAUL/REFURBISH PUMPS AND MOTORS AT DRINKING WATER TREATMENT PLANT September 28, 2011 Contact Ray Santilli Assistant Town Manager Address 120 Main Street North Andover, MA 01845 Telephone Number: 978-688-9516 Fax Number: 978-688-9556 Email rsantilli@townofnorthandover.com Table of Contents 1. Introduction........................................................... 3 2. Submission Deadline and Instructions ............................. 3 3. Questions, Addendum or Proposed Modifications ............... 4 4. Mandatory On -Site Inspection ...................................... 5 5. General Information .................................................. 5 6. Scope of Services .................................................... 5 7. Prevailing Wages .................................................... 7 8. Bid Deposit........................................................... 7 9. Payment Bond ........................................................ 7 10. Evaluation of Bids .................................................. 8 11. Term of Contract .................................................... 8 Appendix A — Price Proposal .......................................... 9 Standard Town of North Andover Contract With Supplement«C".............................................. 10 Certifications............................................................ 30 PaymentBond........................................................... 32 Prevailing Wage Rates ................................................ 33 Town of North Andover IFB Page 2 of 33 Overhaul/Refurbish Pumps & Motors at DWTP 1. Introduction The Town of North Andover (`Town') is soliciting bids from qualified companies to overhaul/refurbish nine (9) vertical turbine pumps and eight (8) vertically mounted motors used for the production of the Town's drinking water at the Drinking Water Treatment Plant located at 420 Great Pond Road, North Andover. Qualified companies are requested to submit bids to the Assistant Town Manager at North Andover Town Hall, 120 Main Street, North Andover, MA, in accordance with the instructions contained within this invitation for bid. Notice of this IFB is published in the Goods and Services Bulletin (which is a weekly publication of the Office of the Secretary of State), the Eagle -Tribune (a newspaper of general circulation) and posted on the Town website (www.townofnorthandover.com) under "Available Bids, Quotes and Proposals". The Town will accept proposals delivered in person or by mail. All proposals must be received by 2:00 p.m. on Thursday, October 20, 2011 to be considered. Proposals submitted by fax or by electronic mail will not be considered. All proposals must be submitted to: Mr. Ray Santilli, Assistant Town Manager North Andover Town Hall 120 Main Street North Andover, MA 01845 The Town of North Andover may cancel this IFB or reject in whole or in part any and all proposals, if they determine that cancellation or rejection serves the best interest of the Town of North Andover. 2. Submission Deadline and Instructions Qualified companies are requested to submit the pricing proposal sheet (Appendix A) in a sealed envelope marked "Overhaul/Refurbish Pumps & Motors" with the applicant's name and address on the front. Applicants should provide one (1) signed original proposal. Fax or electronic submissions will not be accepted. Applicants must also execute and include in the sealed submission the Certificate of Vote, Certificate of Non -Collusion, and the Certificate of Tax Compliance. The Town of North Andover, through the Town Manager, is the awarding authority and reserves the right to reject any and all proposals or parts of proposals; to waive any defects, information, and minor irregularities; to accept exceptions to these specifications; and to award contracts or to cancel this Invitation for Bids if it is in the Town of North Andover's best interest to do so. Proposals must be signed as follows: a) if the bidder is an individual, by her/him personally; b) if the bidder is a partnership, by the name of the partnership, followed by the signature of each general partner; and c) if the bidder is a corporation, by the authorized officer, whose signature must be attested to by the Clerk/Secretary of the corporation and the corporate seal affixed. Town of North Andover IFB Page 3 of 33 Overhaul/Refurbish Pumps & Motors at DWTP All sealed proposals must be received and registered by the Assistant Town Manager's office by Thursday, October 20, 2011 at 2:00 p.m. All outer envelopes must be labeled "Overhaul/Refurbish Pumps & Motors" and mailed or hand delivered to the following address: Mr. Ray Santilli, Assistant Town Manager North Andover Town Hall 120 Main Street North Andover, MA 01845 No proposals will be accepted after the time and date noted. Late delivery of materials due to any type of delivery system shall be cause for rejection. If on the date and time of the submittal deadline the North Andover Town Hall is closed due to an uncontrolled event such as fire, snow, ice, wind or building evacuation, the submittal deadline will be postponed until 2:00 p.m. on the next normal business day. 3. Questions, Addendum or Proposal Modification Questions concerning this IFB must be submitted in writing to: Mr. Ray Santilli, Assistant Town Manager, 120 Main Street North Andover, MA 01845, or they may be emailed to Mr. Santilli at rsantilli@townofnorthandover.com. All questions/inquiries must be received by close of business on Wednesday, October 12, 2011 to be considered. Questions/inquiries may be delivered, mailed, emailed or faxed. Written responses will be posted on the Town's website (www.townofnorthandover.com) in "Available Bids, Quotes and Proposals" by Thursday, October 13, 2011 at 2:00 p.m. If any changes are made to this IFB, an addendum will be posted on the Town's website in "Available Bids, Quotes and Proposals". It is the sole responsibility of the bidder to ascertain the existence of any addenda and/or modifications issued by the Town. As this IFB has been published on the Town's website (www.townofnorthandover.com) all bidders are responsible for checking the website for any addenda and /or modifications that are subsequently made to this IFB. The Town accepts no liability for and will provide no accommodations to bidders who fail to check for amendments and/or modifications to this IFB and subsequently submit inadequate or incorrect responses. Bidders may not alter (manually or electronically) the IFB language or any IFB component files. Modifications to the body of the IFB, Scope of Work, terms and conditions, or which change the intent of this IFB are prohibited and may disqualify a response. All proposals submitted in response to this IFB shall remain firm for sixty (60) days following the submittal deadline. It is anticipated that the contract will be awarded within thirty (30) days after the submittal deadline. Bidders are not to communicate directly with any employee of the Town of North Andover, except as specified in this IFB, and no other individual employee or representative is authorized to provide any information or respond to any question or inquiry concerning this IFB. Town of North Andover IFB Page 4 of 33 Overhaul/Refurbish Pumps & Motors at DWTP Bidders may contact the Contact Person for this IFB in the event this IFB is incomplete or the bidder is having trouble obtaining any part of the IFB electronically through the Town website (www.townofnorthandover.com), including, and without limitation the form and attachments. Bidder with disabilities or hardships that seek reasonable accommodations, which may include the receipt of IFB information and/or addenda and/or modifications in an alternative format, must communicate such requests in writing to the contact person, and reasonable accommodation will be made by agreement with the contact person on behalf of the Town of North Andover. 4. Mandatory On -Site Inspection A mandatory on-site inspection of the area where the pumps and motors are mounted will be held on Thursday, October 6, 2011 at 10:00 a.m. As-builts, specifications, electrical and other pertinent information regarding the pumps and motors will be made available for review. All parties will meet in the meeting room on the first floor of the Drinking Water Treatment Plant at 420 Great Pond Road, North Andover. 5. General Information The pumps involved are two (2) 70 hp and two (2) 40 hp low lift pumps (raw water pumps), four (4) 350 hp high lift pumps (finish water pumps), and one (1) 200 hp filter backwash pump. The motors involved energize all the above listed pumps. The successful bidder will only be allowed to remove a pre -determined number of machinery at any given time and must guarantee their return on a definite date to allow treatment plant operations to continue without interruption or failure. A comprehensive schedule of the work to be performed will be coordinated between the DWTP Superintendent and the successful bidder prior to any work being initiated. It is anticipated the schedule will have the work commence upon execution of the contract through March/April 2012. All reports and written documentation resulting from the overhaul/refurbish of the pumps and motors at the North Andover Drinking Water Treatment Plant shall become property of the Town. 6. Scope of Services A. Pumps — Vertical, Multi -Column Multi -Stage 1) The Contractor will be required to review pump plans, drawings and specifications to determine proper number of pump columns and bowls to remove, as well as quantity and type of couplings, bushings, packing, gaskets, hardware, bearings and shafts, and any other associated parts, to be replaced in accordance with the pump manufacturer's specifications for each pump Town of North Andover IFB Page 5 of 33 Overhaul/Refurbish Pumps & Motors at DWTP style. The Contractor shall provide a credit to the Town for not furnishing and installing new shafts (or any other parts) if the existing shafts (parts) should be found to be reusable, after inspection and approval by the Town's representative. 2) Furnish and install new solid stainless steel shafts to replace the existing deteriorated shafts as necessary and as approved by the Town. If shafts cannot be purchased as a stock item, the Contractor shall manufacture new shafts in accordance with the manufacturer's specifications. 3) Furnish and install new steel couplings; 4) Furnish and install new bronze centering bushings with rubber inserts; 5) Furnish and install new bronze bushings with rubber inserts for bell; 6) Furnish and install new bronze top section bushing; 7) Furnish and install new packing; 8) Furnish and install new 316 grade stainless steel bolts and nuts connecting pump bowls and columns; 9) Furnish and install new gaskets; 10) Pump bowls to be removed and reconditioned; 11) Reinstall rebuilt pump(s), motor(s) and test same for proper balance, rotation, vibration and operation. At minimum the rebuilt machinery should match the capacity ratings as if it was new. B. Motors 1) The Contractor shall remove the vertically mounted motors, deliver, pick up and set them back on their appropriate pump mounts at the Water Treatment Plant /Low Lift Pump Station. 2) The Contractor shall be expected to coordinate delivery and return of these motors, and shall schedule this work in a timely manner so not to prevent delays of the overall project. Successful completion of the overall project is dependent upon cooperation of all parties involved. 3) The Contractor shall inspect for wear on the motor rotors, windings, stators, shafts and wiring, and submit a written report of the inspection findings with recommendations for repair and costs, if needed. Town of North Andover IFB Page 6 of 33 Overhaul/Refurbish Pumps & Motors at DWTP 4) At a minimum, all bearings, seals, oil and grease shall be replaced by the Contractor with the proper manufacturer recommended parts. 5) Contractor shall clean, oven dry & coat motors. C. Electrical 1) Contractor(s) shall work with the Water Treatment Plant representative(s) to lock -out and tag -out power supplies (motor control centers, circuit breakers, etc.) from a minimum of two separate locations. Contractor shall disconnect electrical wiring to machinery and make safe to prevent electric shock and arc flashing. Prior to connecting overhauled motors to their appropriate pump shafts, they shall be tested for proper rotation and amperage. Amperage tests shall be conducted once again while motors operate under a maximum load. 2) The refurbished electric motor tests for the stator winding resistive imbalance and stator winding insulation resistance checks (Meg -Ohms check) shall be conducted to assure proper operation. D. Vibration Analysis and Balancing The overhauled motors and pumps shall be tested for vibration. The Contractor shall be responsible to hire a professional outside company well experienced in this field. The Contractor shall be responsible for the proper adjustment and balancing of this machinery based on the findings and recommendations from the vibration analysis report. 7. Prevailing Wage Rates The successful bidder will at all times comply with the prevailing wage rates as determined by the Commissioner of the Division of Occupational Safety, under the provisions of Massachusetts General Laws as shall be in force and as amended. The prevailing wage rates are attached. 8. Bid Deposit In accordance with M.G.L. c30, §39M, all bidders are required to submit a bid deposit in the amount of 5% of the value of the total bid. 9. Payment Bond In accordance with M.G.L. c30, §39M, upon award of the contract the successful bidder shall provide a payment bond in the amount of 50% of the total cost of the contract. The payment bond must be on the Town's form that is attached. Town of North Andover IFB Page 7 of 33 Overhaul/Refurbish Pumps & Motors at DWTP 10. Evaluation of Bids Bids will first be examined for their responsiveness to what is requested in this IFB. Responsibility of the bidder will then be ascertained. Finally, the aggregate price offered by each responsive and responsible bidder will be evaluated. The Town is required to award the contract to the lowest responsive responsible bidder. ■ Responsiveness Bidders must completely fill out and submit the bid form and all other required forms. All services that are the subject of the bid must meet the minimum standards and Scope of Services set forth including the standards by which the procurement officer will determine acceptability as to quality, workmanship, results of inspections and tests, and suitability for a particular purpose. ■ Responsibility Bidders must demonstrate that they meet the measures of responsibility. The Town will not award a contract to any bidder who cannot furnish satisfactory evidence of his ability and experience in this type of work and that he has sufficient plant and capital to enable him to prosecute and complete the work as outlined in the Specifications. The Town may make such investigations as it deems necessary to determine the above and a bidder shall furnish any information requested in this regard. All costs not listed on the bid price sheet will not be considered part of the contract and therefore will not be paid. The Town of North Andover will not be charged fuel surcharges or administrative fees as part of any contract entered into as a result of this IFB. Additionally the Town of North Andover will not be charged late fees unless payment is not made within sixty (60) days of the receipt of invoice. The Town of North Andover is a tax exempt entity so no sales tax will be assessed to any purchases made under this proposed contract. 11. Term of Contract The successful bidder will be required to execute the standard Town of North Andover Contract and any relevant supplement (as attached). Town of North Andover IFB Page 8 of 33 Overhaul/Refurbish Pumps & Motors at DWTP APPENDIX A - PRICE PROPOSAL The Contract will be awarded to the responsible, responsive bidder offering the lowest price for the work to be performed. The Town is required to award the contract to the lowest responsive responsible bidder. All prices are to remain firm for the duration of the Contract. * All bidders are required to attend the mandatory on-site inspection of the area where the pumps and motors are mounted to be held on Thursday, October 6, 2011 at 10:00 a.m. * Total Lump Sum Price to furnish all labor, materials and equipment required to refurbish/overhaul nine (9) vertical turbine pumps and eight (8) vertically mounted motors at the Drinking Water Treatment Plant as specified: Business Name Business Address Business Phone Fax Name of Person Authorized to sign Price Proposal Title of Person Authorized to sign Price Proposal Signature of Above Person Town of North Andover IFB Page 9 of 33 Overhaul/Refurbish Pumps & Motors at DWTP Town of North Andover CONTRACT DATE: This Contract is entered into on, or as of, this date by and between the Town of North Andover (the "Town"), and Contractor: Address: Telephone Number: _ Fax Number: 1. This is a Contract for the procurement of the following: 2. The Contract price to be paid to the Contractor by the Town of North Andover is: 3. Payment will be made as follows: 4. Definitions: 4.1 Acceptance: All Contracts require proper acceptance of the described goods or services by the Town of North Andover. Proper acceptance shall be understood to include inspection of goods and certification of acceptable performance for services by authorized representatives of the Town to insure that the goods or services are complete and are as specified in the Contract. Town of North Andover IFB Page 10 of 33 Overhaul/Refurbish Pumps & Motors at DWTP 4.2 Contract Documents: All documents relative to the Contract including (where used) Instructions to Bidders, Proposal Form, General Conditions, Supplementary General Conditions, General Specifications, Other Specifications included in Project Manual, Drawings, and all Addenda issued during the bidding period. The Contract documents are complementary, and what is called for by any one shall be as binding as if called for by all. The intention of the document is to include all labor and materials, equipment and transportation necessary for the proper performance of the Contract. 4.3 The Contractor: The "other party" to any Contract with the Town. This term shall (as the sense and particular Contract so require) include Vendor, Contractor, Engineer, or other label used to identify the other party in the particular Contract. Use of the term "Contractor" shall be understood to refer to any other such label used. 4.4 Date of Substantial Performance: The date when the work is sufficiently complete, the services are performed, or the goods delivered, in accordance with Contract documents, as modified by approved Amendments and Change Orders. 4.5 Goods: Goods, Supplies or Materials. 4.6 SubContractor: Those having a direct Contract with the Contractor. The term includes one who furnished material worked to a special design according to the Drawings or Specifications of this work, but does not include one who merely furnishes material not so worked. 4.7 Work: The services or materials contracted for, or both. 5. Term of Contract and Time for Performance: This Contract shall be fully performed by the Contractor in accordance with the provisions of the Contract Documents on or before , unless extended pursuant to a provision for extension contained in the Contract documents at the sole discretion of the Town, and not subject to assent by the Contractor, and subject to the availability and appropriation of funds as certified by the Town Accountant. The time limits stated in the Contract documents are of the essence of the Contract. 6. Subject to Appropriation: Notwithstanding anything in the Contract documents to the contrary, any and all payments which the Town is required to make under this Contract shall be subject to appropriation or other availability of funds as certified by the Town Accountant. In the absence of appropriation, this Contract shall be immediately terminated without liability for damages, penalties or other charges. Town of North Andover IFB Page 11 of 33 Overhaul/Refurbish Pumps & Motors at DWTP 7. Permits and Approvals: Permits, Licenses, Approvals and all other legal or administrative prerequisites to its performance of the Contract shall be secured and paid for by the Contractor. 8. Termination and Default: 8.1 Without Cause. The Town may terminate this Contract on seven (7) calendar days notice when in the best interests of the Town by providing notice to the Contractor, which shall be in writing and shall be deemed delivered and received when given in person to the Contractor, or when received by fax, express mail, certified mail return receipt requested, regular mail postage prepaid or delivered by any other appropriate method evidencing actual receipt by the Contractor. Upon termination without cause, Contractor will be paid for services rendered to the date of termination. 8.2 For Cause. If the Contractor is determined by the Town to be in default of any term or condition of this Contract, the Town may terminate this Contract on seven (7) days notice by providing notice to the Contractor, which shall be in writing and shall be deemed delivered and received when given in person to the Contractor, or when received by fax, express mail, certified mail return receipt requested, regular mail postage prepaid or delivered by any other appropriate method evidencing actual receipt by the Contractor. 8.3 Default. The following shall constitute events of a default under the Contract: 1) any material misrepresentation made by the Contractor to the Town; 2) any failure to perform any of its obligations under this Contract including, but not limited to the following: (i) failure to commence performance of this Contract at the time specified in this Contract due to a reason or circumstance within the Contractor's reasonable control, (ii) failure to perform this Contract with sufficient personnel and equipment or with sufficient material to ensure the completion of this Contract within the specified time due to a reason or circumstance within the Contractor's reasonable control, (iii) failure to perform this Contract in a manner reasonably satisfactory to the Town, (iv) failure to promptly re -perform within a reasonable time the services that were rejected by the Town as unsatisfactory, or erroneous, (v) discontinuance of the services for reasons not beyond the Contractor's reasonable control, (vi) failure to comply with a material term of this Contract, including, but not limited to, the provision of insurance and non-discrimination, (vii) any other acts specifically and expressly stated in this Contract as constituting a basis for termination of this Contact, and (viii) failure to comply with any and all requirements of state law and/or regulations, and Town bylaw and/or regulations. 9. The Contractor's Breach and the Town's Remedies: Failure of the Contractor to comply with any of the terms or conditions of this Contract shall be deemed a material breach of this Contract, and the Town of North Andover shall Town of North Andover IFB Page 12 of 33 Overhaul/Refurbish Pumps & Motors at DWTP have all the rights and remedies provided in the Contract documents, the right to cancel, terminate, or suspend the Contract in whole or in part, the right to maintain any and all actions at law or in equity or other proceedings with respect to a breach of this Contract, including damages and specific performance, and the right to select among the remedies available to it by all of the above. From any sums due to the Contractor for services, the Town may keep the whole or any part of the amount for expenses, losses and damages incurred by the Town as a consequence of procuring services as a result of any failure, omission or mistake of the Contractor in providing services as provided in this Contract. 10. Statutory Compliance: 10.1 This Contract will be construed and governed by the provisions of applicable federal, state and local laws and regulations; and wherever any provision of the Contract or Contract documents shall conflict with any provision or requirement of federal, state or local law or regulation, then the provisions of law and regulation shall control. Where applicable to the Contract, the provisions of the General Laws are incorporated by reference into this Contract, including, but not limited to, the following: General Laws Chapter 30B — Procurement of Goods and Services. General Laws Chapter 30, Sec. 39, et seq: - Public Works Contracts. General Laws Chapter 149, Section 44A, et seq: Public Buildings Contracts. 10.2 Wherever applicable law mandates the inclusion of any term and provision into a municipal contract, this Section shall be understood to import such term or provision into this Contract. To whatever extent any provision of this Contract shall be inconsistent with any law or regulation limiting the power or liability of cities and towns, such law or regulation shall control. 10.3 The Contractor shall give all notices and comply with all laws and regulations bearing on the performance of the Contract. If the Contractor performs the Contract in violation of any applicable law or regulation, the Contractor shall bear all costs arising therefrom. 10.4 The Contractor shall keep itself fully informed of all existing and future State and National Laws and Municipal By-laws and Regulations and of all orders and decrees of any bodies or tribunals having jurisdiction in any manner affecting those engaged or employed in the work, of the materials used in the work or in any way affecting the conduct of the work. If any discrepancy or inconsistency is discovered in the Drawings, Specifications or Contract for this work in violation of any such law, by-law, regulation, order or decree, it shall forthwith report the same in writing to the Town. It shall, at all times, itself observe and comply with all such existing and future laws, by-laws, regulations, orders and decrees; and shall Town of North Andover IFB Page 13 of 33 Overhaul/Refurbish Pumps & Motors at DWTP protect and indemnify the Town of North Andover, and its duly appointed agents against any claim or liability arising from or based on any violation whether by him or its agents, employees or subcontractors of any such law, by-law, regulation or decree. 11. Conflict of Interest: Both the Town and the Contractor acknowledge the provisions of the State Conflict of Interest Law (General Laws Chapter 268A), and this Contract expressly prohibits any activity which shall constitute a violation of that law. The Contractor shall be deemed to have investigated the application of M.G.L. c. 268A to the performance of this Contract; and by executing the Contract documents the Contractor certifies to the Town that neither it or its agents, employees, or subcontractors are thereby in violation of General Laws Chapter 268A. 12. Certification of Tax Compliance This Contract must include a certification of tax compliance by the Contractor, as required by General Laws Chapter 62C, Section 49A (Requirement of Tax Compliance by All Contractors Providing Goods, Services, or Real Estate Space to the Commonwealth or Subdivision). 13. Discrimination The Contractor will carry out the obligations of this Contract in full compliance with all of the requirements imposed by or pursuant to General Laws Chapter 151 B (Law Against Discrimination) and any executive orders, rules, regulations, and requirements of the Commonwealth of Massachusetts as they may from time to time be amended. 14. Assignment: Assignment of this Contract is prohibited, unless and only to the extent that assignment is provided for expressly in the Contract documents. 15. Condition of Enforceability gainst the Town: This Contract is only binding upon, and enforceable against, the Town if. (1) the Contract is signed by the Town Manager or its designee; and (2) endorsed with approval by the Town Accountant as to appropriation or availability of funds; and (3) endorsed with approval by the Town Counsel as to form. 16. Corporate Contractor: If the Contractor is a corporation, it shall endorse upon this Contract (or attach hereto) its Clerk's Certificate certifying the corporate capacity and authority of the party signing this Contract for the corporation. Such certificate shall be accompanied by a letter or other Town of North Andover IFB Page 14 of 33 Overhaul/Refurbish Pumps & Motors at DWTP instrument stating that such authority continues in full force and effect as of the date the Contract is executed by the Contractor. This Contract shall not be enforceable against the Town of North Andover unless and until the Contractor complies with this section. The Contractor, if a foreign corporation, shall comply with the provisions of the General Laws, Chapter 181, Sections 3 and 5, and any Acts and Amendments thereof, and in addition thereto, relating to the appointment of the Commissioner of Corporations as its attorney, shall file with the Commissioner of Corporations a Power of Attorney and duly authenticated copies of its Charter or Certificate of Incorporation; and said Contractor shall comply with all the laws of the Commonwealth. 17. Liability of Public Officials: To the full extent permitted by law, no official, employee, agent or representative of the Town of North Andover shall be individually or personally liable on any obligation of the Town under this Contract. 18. Indemnification: The Contractor shall indemnify, defend and save harmless the Town, the Town's officers, agents and employees, from and against any and all damages, liabilities, actions, suits, proceedings, claims, demands, losses, costs, expenses, recoveries and judgments of every nature and description (including reasonable attorneys' fees) that may arise in whole or in part out of or in connection with the work being performed or to be performed, or out of any act or omission by the Contractor, its employees, agents, subcontractors, material men, and anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by any party indemnified hereunder. The Contractor further agrees to reimburse the Town for damage to its property caused by the Contractor, its employees, agents, subcontractors or material men, and anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, including damages caused by his, its or their use of faulty, defective, or unsuitable material or equipment, unless the damage is caused by the Town's gross negligence or willful misconduct. The existence of insurance shall in no way limit the scope of the Contractor's indemnification under this contract. 19. Workers Compensation Insurance: The Contractor shall provide by insurance for the payment of compensation and the furnishing of other benefits under Chapter 152 of the General Laws of Massachusetts (The Worker's Compensation Act) to all employees of the Contractor who are subject to the provisions of Chapter 152 of the General Laws of Massachusetts. Failure to provide and continue in force such insurance during the period of this Contract shall be deemed a material breach of this Contract, shall operate as an immediate termination thereof, and Contractor shall indemnify the Town for all losses, claims, and actions resulting from the failure to provide the insurance required by this Article. Town of North Andover IFB Page 15 of 33 Overhaul/Refurbish Pumps & Motors at DWTP The Contractor shall furnish to the Town evidence of such insurance prior to the execution of this Contract before the same shall be binding on the parties thereto, except if specifically waived by the Town. 20. Documents, Materials, Etc. Any materials, reports, information, data, etc. given to or prepared or assembled by the Contractor under this Contract are to be kept confidential and shall not be made available to any individual or organization by the Contractor (except agents, servants, or employees of the Contractor) without the prior written approval of the Town, except as otherwise required by law. The Contractor shall comply with the provisions Chapter 66A of the General Laws of Massachusetts as it relates to public documents, and all other state and federal laws and regulations relating to confidentiality, security, privacy and use of confidential data. Any materials produced in whole or in part under this Contract shall not be subject to copyright, except by the Town, in the United States or any other country. The Town shall have unrestricted authority to, without payment of any royalty, commission, or additional fee of any type or nature, publicly disclose, reproduce, distribute and otherwise use, and authorize others to use, in whole or in part, any reports, data or other materials prepared under this Contract. All data, reports, programs, software, equipment, furnishings, and any other documentation or product paid for by the Town shall vest in the Town at the termination of this Contract. The Contractor shall at all times, during or after termination of this Contract, obtain the prior written approval of the Town before making any statement bearing on the work performed or data collected under this Contract to the press or issues any material for publication through any medium. 21. Audit, Inspection and Recordkeeping At any time during normal business hours, and as often as the Town may deem it reasonably necessary, there shall be available in the office of the Contractor for the purpose of audit, examination, and/or to make excerpts or transcript all records, contracts, invoices, materials, payrolls, records of personnel, conditions of employment and other data relating to all matters covered by this Agreement. 22. Payment The Town agrees to make all reasonable efforts to pay to the Contractor the sum set forth in the Contractor's bid or proposal within thirty (30) days of receipt of an invoice detailing the work completed and acceptance from the Town of the work completed. Town of North Andover IFB Page 16 of 33 Overhaul/Refurbish Pumps & Motors at DWTP 23. Waiver and Amendment Amendments, or waivers of any additional term, condition, covenant, duty or obligation contained in this Contract may be made only by written amendment executed by all signatories to the original Agreement, prior to the effective date of the amendment. To the extent allowed by law, any conditions, duties, and obligations contained in this Contract may be waived only by written Agreement by both parties. Forbearance or indulgence in any form or manner by a party shall not be construed as a waiver, nor in any manner limit the legal or equitable remedies available to that party. No waiver by either party of any default or breach shall constitute a waiver of any subsequent default or breach of a similar or different matter. 24. Forum and Choice of Law This Contract and any performance herein shall be governed by and be construed in accordance with the laws of the Commonwealth. Any and all proceedings or actions relating to subject matter herein shall be brought and maintained in the courts of the Commonwealth or the federal district court sitting in the Commonwealth, which shall have exclusive jurisdiction thereof. This paragraph shall not be construed to limit any other legal rights of the parties. 25. Notices Any notice permitted or required under the provisions of this Contract to be given or served by either of the parties hereto upon the other party hereto shall be in writing and signed in the name or on the behalf of the party giving or serving the same. Notice shall be deemed to have been received at the time of actual service or three (3) business days after the date of a certified or registered mailing properly addressed. Notice to the Contractor shall be deemed sufficient if sent to the address set forth in the Contract and to the Town of North Andover by being sent to the Town Manager, Town Hall, 120 Main Street, North Andover, Massachusetts 01845. 26. Binding on Successors: This Contract shall be binding upon the Contractor, its assigns, transferees, and/or successors in interest (and where not corporate, the heirs and estate of the Contractor). 27. Complete Contract: This instrument, together with its endorsed supplements, and the other components of the contract documents, constitutes the entire contract between the parties, with no agreements other than those incorporated herein. Town of North Andover IFB Page 17 of 33 Overhaul/Refurbish Pumps & Motors at DWTP 28. Supplemental Conditions: The foregoing provisions apply to all contracts to which the Town of North Andover shall be a party. One of the following "Supplements" must be "checked" as applicable to this Contract, shall be attached hereto, and shall in any event apply as the nature of the Contract requires. The Supplement contains additional terms governing the Contract: [ ] GOODS SUPPLEMENT "G" - Applicable to Contracts for the procurement of Goods (governed by the provisions of General Laws Chapter 30B) [ ] SERVICES SUPPLEMENT "S" - Applicable to Contracts for the procurement of Services (governed by the provisions of General Laws Chapter 30B) [ X ] CONSTRUCTION SUPPLEMENT "C" - Applicable to Contracts for Construction Town of North Andover IFB Page 18 of 33 Overhaul/Refurbish Pumps & Motors at DWTP IN WITNESS WHEREOF the parties have hereto and to two other identical instruments set forth their hands the day and year first above written. THE TOWN Division/Department Head Contract Manager Town Manager APPROVED AS TO FORM: Town Counsel Date Date THE CONTRACTOR Company Name Signature Print Name & Title CERTIFICATION AS TO AVAILABILITY OF FUNDS: Town Accountant Town of North Andover IFB Overhaul/Refurbish Pumps & Motors at DWTP Date Date Page 19 of 33 SUPPLEMENT "C" [) CONSTRUCTION SUPPLEMENT "C" - Applicable to Contracts for the construction of - (1) f (1) Public Buildings and Public Works (governed by the provisions of General Laws Chapter 30B); (2) Public Buildings (governed by the provisions of General Laws Chapter 149,§ 44A, et seq.); and (3) Public Works (governed by the provisions of General Laws Chapter 30, §39M, et seq) This form supplements the Town of North Andover "Contract and General Conditions" and applies only to contracts for the construction, reconstruction, alteration, remodeling or repair of public works or public buildings. 2. Wherever the law requires one contracting with a city or town to be bonded, such obligation shall be understood to be a term and condition of this Contract. The Contractor agrees to secure such bond (where required) in the form required by the Town and provide an original thereof to the Town prior to the commencement of performance. 3. Equalit 3.1. In the case of a closed Specification written for a specific item or items to be furnished under the Base Bid, such specifications shall, as applicable, be in compliance with the Massachusetts General Laws, Chapter 30, Section 39M and Chapter 149, Sec. 44A et seq. 3.2. Where the name of an item, material or manufacturer is mentioned in the Specifications or on the Drawings, except as above noted, the intent is to establish a standard and in no way should be construed to exclude any item or manufacturer not mentioned by name, but whose product meets the Specifications as to design, utility and quality. Final decision shall rest with the Project Representative as to its acceptability. 4. Change orders to contracts governed by General Laws Chapter 30B may not increase the quantity of goods or services provided by more than twenty-five (25%) per cent, in compliance with Sec. 13 of Chapter 30B. 5. The Contractor will carry out the obligations of this contract in full compliance with all of the requirements imposed by or pursuant to General Laws Chapter 151, Sec. 1, et seq. (Minimum Wage Law) and any executive orders, rules, regulations, and requirements of the Commonwealth of Massachusetts as they may from time to time be amended. The Contractor will at all times comply with the wage rates as determined by the Commissioner of the Department of Labor and Industries, under the provisions of General Laws Chapter 149, Sections 26 and 27D (Prevailing Wage), as shall be in force and as amended. 6. The Contractor shall continuously maintain adequate protection of all work from damage and shall protect the property of the Town and others, including adjacent property, from injury or loss arising Town of North Andover IFB Page 20 of 33 Overhaul/Refurbish Pumps & Motors at DWTP in connection with the Contract. The Contractor shall make good any such damage, injury or loss, except as may be directly due to errors in the Contract Documents or caused by agents or employees of the Town, or due to causes beyond the Contractor's control and not the Contractor's fault or negligence. 7. The Contractor shall take all necessary precautions for the safety of employees on the work, and shall comply with all applicable provisions of Federal, State and local laws and codes to prevent accidents or injury to persons on, about or adjacent to the premises where the work is being performed. The Contractor will erect and properly maintain at all times, as required by the conditions and progress of the work, all necessary safeguards for the protection of workers and the public, shall post danger signs warning against the hazards created by such features of construction such as pits, protruding nails, hosts, well holes, elevator hatchways, scaffolding, window openings, stairways and falling materials; and shall designate a responsible member of its organization on the work, whose duty shall be the prevention of accidents. 8. The Town shall at all times have access to the work wherever it is in preparation or progress and the Contractor shall provide suitable accommodations for such access. 9. The Contractor shall appoint a competent superintendent and foreman and any necessary assistants, all of whom shall be satisfactory to the Town. If the Town in its sole discretion determines that the construction superintendent, foreman, or assistants are unacceptable to the Town, then upon seven days notice from the Town, the Contractor shall replace such person or persons with people acceptable to the Town. 10. The Contractor shall give efficient supervision to the work, using its best skill and attention. The Contractor shall carefully study and compare the drawings, specifications and other instructions and shall at once report to the Town any error, inconsistency or omission which shall be discovered. Included in this responsibility shall be supervision of all work performed by subcontractors on the work. 11. If the Contractor should neglect to prosecute the work properly, or fail to perform the contract or any of its provisions, the Town, upon three days written notice, may, without prejudice to any other remedy it may have, make good such deficiencies and may deduct the cost thereof from the payment then or thereafter due the Contractor. 12. Inspection by the Town's Project Representative 12.1. The Town shall have the right to designate a Project Representative who may make periodic visits to the site to familiarize the Town generally with the progress and quality of the work, and to determine in general if the work is proceeding in accordance with the Contract Documents. The Project Representative will not be required to make exhaustive or continuous on-site inspections to check the quality or quantity of the work, and will not be responsible for the Contractor's failure to carry out the construction work in accordance with the Contract Documents. During such visits and on the basis of these observations while at the site, the Project Representative will keep the Town informed on the progress of the work, will endeavor to guard the Town against defects and deficiencies in the work of contractors, and may condemn structural work as failing to conform to the Contract Documents. The Project Representative shall have authority to act on behalf of the Town only to the extent expressly delegated by the Town, which shall be shown to the Contractor, and shall have authority to stop the work whenever such stoppage may reasonably be necessary to insure the proper execution of the Contract. Town of North Andover IFB Page 21 of 33 OverhauURefurbish Pumps & Motors at DWTP 12.2. In connection with the work, the Project Representative shall not be responsible for construction methods, means, techniques, sequences or procedures employed by the Contractor or the Contractor's safety programs, requirements, regulations, or precautions. 13. Decisions of the Project Representative 13.1. The Project Representative shall, within a reasonable time, make decisions on all claims of the Town or the Contractor and on all other matters relating to the execution and progress of the structural work or the interpretation of the Contract Documents. 13.2. The Project Representative's decision, in matters relating to the project, shall be final, if within the terms of the Contract Documents. 13.3. If, however, the Project Representative fails to render a decision within ten days after the parties have presented their evidence, either party may then avail itself of the remedies provided in this contract or available to it by law. If the Project Representative renders a decision after such remedies have commenced, such decision may be entered as evidence but shall not disturb or interrupt such proceedings except where such decision is acceptable to the parties concerned. 14.1 Use of Premises by the Contractor: 14.1. The Contractor shall confine its apparatus, the storage of materials and the operations of its workmen to limits indicated by law, by-laws, permits or directions of the Town and shall not unreasonably encumber the premises with its materials. 14.2. The Contractor shall not load or permit any part of the structure to be loaded with a weight that will endanger its safety. 15. Maintenance of Premises: The Contractor shall at all times keep the premises free from accumulation of waste materials or rubbish caused by its employees or work, and at the completion of the work it shall remove all its rubbish from and about the work site and all its tools, scaffolding and surplus materials and shall leave its work "broom -clean", or its equivalent, unless more exactly specified. In case of dispute, the Town may remove the rubbish and charge the cost to the several contractors, as the Town shall determine to be just. 16. Right to Terminate If the Contractor should (1) be adjudged a bankrupt, (2) make a general assignment for the benefit of creditors, (3) have a receiver appointed on account of its insolvency, (4) persistently or repeatedly refuse or fail to supply enough personnel and resources to perform the contract, (5) fail to make prompt payment to subcontractors or to providers of materials or labor, (6) persistently disregard laws and regulations or lawful directives of the Town, or (7) be guilty of a substantial violation of any provision of the Contract, then the Town may, without prejudice to any other right or remedy and after giving the Contractor (or any surety) seven days written notice, terminate the contract and the employment of the Contractor and take possession of the premises and of all materials, tools and appliances thereon and finish the work by whatever method it deems appropriate. Town of North Andover IFB Page 22 of 33 Overhaul/Refurbish Pumps & Motors at DWTP In such cases, the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid amount owed to the Contractor for work already completed shall exceed the expense of finishing the work, including compensation for additional architectural, managerial, legal and administrative services, such excess shall be paid to the Contractor. If such expenses shall exceed such unpaid balances, the Contractor shall pay the difference to the Town. The Contractor shall not be relieved of liability to the Town by virtue of any termination of this contract, and any claim for damages against the Contractor relating to the Contractor's performance under this contract shall survive any termination hereunder. Notwithstanding any other provision of this Agreement, the Town reserves the right at any time in its absolute discretion to suspend or terminate this Agreement in whole or in part for its convenience upon seven days written notice to the Contractor. The Town shall incur no liability by reason of such termination except for the obligation to pay compensation for all work performed by the Contractor and accepted by the Town to the termination date. 17. Progress Payments: 17.1. The Contractor shall submit to the Town an itemized Application for Payment, supported to the extent required by the Town by invoices or other vouchers, showing payments for materials and labor, payments to Subcontractors and such other evidence of the Contractor's right to payment. 17.2. The Contractor shall, before the first application, submit to the Town a schedule of values of the various parts of the work, including quantities aggregating the total sum of the Contract, divided so as to facilitate payments to Subcontractors, made out in such form as the Town and the Contractor may agree upon, and, if required, supported by such evidence as to its correctness. This schedule, when approved by the Town, shall be used as a basis for payment, unless it is found to be in error. If applying for payments, the Contractor shall submit a statement based upon this schedule. 18. Withholding of Payments 18.1. The Town may withhold or, on account of subsequently discovered evidence, nullify the whole or part of any payment to such extent as may be necessary in its reasonable opinion to protect the Town of North Andover from loss on account of - 18. 1. 1. f 18.1.1. Defective work not remedied. 18.1.2. Claims filed or reasonable evidence indicating probable filing of claims. 18.1.3. Failure of the Contractor to make payments properly to Subcontractors or for material or labor. 18.1.4. A reasonable doubt that the Contract can be completed for the balance then unpaid. 18.1.5. Damage to another contractor. 18.1.6. Delays resulting in liquidated damages. Town of North Andover IFB Page 23 of 33 Overhaul/Refurbish Pumps & Motors at DWTP 18.2. Withholding of payments shall be in strict compliance with statutory requirements. 19. Claims by Contractor and Liability of Town All claims by the Contractor against the Town shall, unless otherwise provided by law, be initiated by a written claim submitted to the Town no later than seven (7) calendar days after the event or the first appearance of the circumstances causing the claim. The claim shall set forth in detail all known facts and circumstances supporting the claim. The Contractor shall continue its performance under this contract regardless of the submission or existence of any claims. The limit of liability of the Town under this Agreement is limited to the compensation provided herein for work actually performed, and shall in no event include liability for delays or for incidental, special or consequential damages or lost profits or for damages or loss from causes beyond the Town's reasonable control. 20. Liquidated Damages: Because both parties recognize (1) that the time for completion of this Contract is of the essence, (2) that the Town will suffer loss if the work is not completed within the contract time specified, plus any extension thereof allowed in accordance with the provisions of this contract, and (3) the delays, expense and difficulties involved in a legal proceeding to determine the actual loss suffered by the Town if the work is not completed in time, it is agreed that the Contractor will pay the Town as liquidated damages representing an estimate of delay damages, not as a penalty, the sum of One Thousand Dollars ($1,000) per day for each calendar day of delay until the work is completed, whether the work is completed by the Contractor or some other person. The Town's right to impose liquidated damages shall in no way prohibit or restrict the Town's right to bring a legal action for damages in lieu of or in addition to its option to impose liquidated damages. The Town may deduct any liquidated damages from money due the Contractor, and if such payment is insufficient to cover the liquidated damages, then the Contractor shall pay the amount due. 21. The Contractors' Mutual Responsibility: Should the Contractor cause damage to any separate subcontractor on the work, the Contractor agrees, upon due notice, to settle with such contractor by agreement, or by recourse to remedies provided by law or by the provisions of the contract. If such separate contractor sues the Town on account of any damage alleged to have been sustained, the Town shall notify the Contractor, who shall defend such proceedings at the Town's expense and, if any judgment against the Town arises therefrom, the Contractor shall pay or satisfy it and pay all costs incurred by the Town. 22. Separate Contracts: 22.1. The Town reserves the right to let other Contracts in connection with this work under similar General Conditions. The Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and the execution of their work, and shall properly connect and coordinate its work with theirs. 22.2. If any part of the Contractor's work depends, for proper execution or results, upon the work of any other contractor, the Contractor shall inspect and promptly report to the Town any defects in such work that render it unsuitable for such proper execution and results. Failure of the Contractor to so inspect and report shall constitute an acceptance Town of North Andover IFB Page 24 of 33 Overhaul/Refurbish Pumps & Motors at DWTP of the other contractor's work as fit and proper for the reception of its work except as to defects which may develop in the other contractor's work after the execution of its work. 22.3. To insure the proper execution of its subsequent work, the Contractor shall measure work already in place and shall at once report to the Town any discrepancy between the executed work and the Drawings. 23. Subcontracts: 23.1. All Subcontracts shall be awarded in conformity with the requirements of the Massachusetts General Laws, Chapter 149, §§44A to 44L, inclusive. 23.2. The Contractor agrees that it is as fully responsible to the Town for the acts and omissions of its Subcontractors and of persons either directly or indirectly employed by them, as it is for the acts and omissions of persons directly employed by it. 23.3. Nothing contained in the Contract Documents shall create any contractual relationship between any Subcontractor and the Town. 24. Contractor -Subcontractor Relations: The Contractor agrees to bind every Subcontractor and every Subcontractor agrees to be bound by the terms of the Agreement, the General Conditions of the Contract, the Supplementary General Conditions, the Drawings and Specifications, as far as applicable to its work, including the provisions of the General Laws, Commonwealth of Massachusetts, Chapter 149, §44A, et seq. 25. Indemnification: 25.1. The Contractor shall indemnify, defend and save harmless the Town, its officers, agents and employees from and against any and all damages, liabilities, actions, suits, proceedings, claims, demands, losses, recoveries and judgments of every nature and description (including reasonable attorneys' fees) brought or recovered against them that may arise in whole or in part out of or in connection with the work being performed or to be performed, or out of any act or omission by the Contractor, its employees, agents, subcontractors, material men, and anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by any party indemnified hereunder. The Contractor further agrees to reimburse the Town for damage to its property caused by Contractor, its employees, agents, subcontractors or material men, and anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, including damages caused by his, its or their use of faulty, defective or unsuitable material or equipment, unless the damage is caused by the Town's gross negligence or willful misconduct. The existence of insurance shall in no way limit the scope of the Contractor's indemnification under this Contract. 25.2. In any and all claims against the Town or any of their agents or employees by any employee of the Contractor, any Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, the indemnification obligation under this paragraph shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor or Town of North Andover IFB Page 25 of 33 Overhaul/Refurbish Pumps & Motors at DWTP any Subcontractor under Workmen's Compensation Acts, disability benefit acts or other employee benefit acts. 25.3. The intent of the Specifications regarding insurance is to specify minimum coverage and minimum limits of liability acceptable under the Contract. However, it shall be the Contractor's responsibility to purchase and maintain insurance of such character and in such amounts as will adequately protect it and the Town from and against all claims, damages, losses and expenses resulting from exposure to any casualty liability in the performance of the Work. 26. The Contractor's Insurance: 26.1. The Contractor shall purchase and maintain such insurance as will protect the Contractor from claims set forth below which may arise out of or result from the Contractor's operations under the Contract, whether such operations be by itself or by any Subcontractor or by anyone directly or indirectly employed by any of them or by anyone for whose acts any of them may be liable. 26.1.1. Claims under Worker's Compensation, disability benefit and other similar employee benefit acts; 26.1.2. Claims for damages because of bodily injury, occupational sickness or disease, or death of its employees, and claims insured by usual personal injury liability coverage; 26.1.3. Claims for damage because of bodily injury, sickness or disease, or death of any person other than its employees, and claims insured by usual personal liability coverage; 26.1.4. Claims for damages because of injury to or destruction of tangible property, including loss of use resulting therefrom. 26.2. The insurance required by the above shall be written for not less than the following minimum limits of liability: 26.2.1. Worker's Compensation Insurance Requirements Workers' Compensation coverage as required by the laws of the Commonwealth of Massachusetts. 26.2.2.1. Liability Insurance Requirements Liability insurance shall include all major divisions and shall be on a comprehensive general basis including Premises and Operations, Owners and Contractor's Protective, Products and Completed Operations, and Owned, Non -owned and Hired Motor Vehicles. All such insurance shall be written for not less than any limits of liability required by law, unless otherwise provided in the contract documents, or the following limits, whichever are greater: Town of North Andover IFB Page 26 of 33 Overhaul/Refurbish Pumps & Motors at DWTP Comprehensive General Liability Insurance (Broad Form) Bodily Injury $1,000,000 per person $3,000,000 per occurrence Property Damage $1,000,000 per occurrence $3,000,000 annual aggregate Automobile Liability Insurance $500,000 per person $1,000,000 per occurrence 26.3. The above insurance policies shall also be subject to the following requirements: 26.3.1. Insurance coverage for the Contractor's Comprehensive General Liability, as hereinafter specified under Paragraph entitled "Protective Liability Insurance" shall be written by one and the same insurance company to avoid the expense of duplicate and/or overlapping coverage and to facilitate and expedite the settlement of claims. 26.3.2. Certificates of Insurance acceptable to the Town shall be addressed to and filed with the Town prior to commencement of the work. Renewal certificates shall be addressed to and filed with the Town at least ten (10) days prior to the expiration date of required policies. 26.3.3. No insurance coverage shall be subject to cancellation without at least thirty (30) days prior written notice forwarded by registered or certified mail to the Town. The Town shall also be notified of the attachment of any restrictive amendments to the policies. 26.3.4. All Certificates of Insurance shall be on the "MIIA" or "ACORD" Certificate of Insurance form, shall contain true transcripts from the policies, authenticated by the proper officer of the Insurer, evidencing in particular those insured, the extent of coverage, the location and operations to which the insurance applies, the expiration date and the above-mentioned notice clauses. 26.3.5. All premium costs shall be included in the Contractor's bid. 26.3.6. All insurance shall be written on an occurrence basis. Coverages shall be maintained without interruption from date of the Contract until date of final payment and termination of any coverage required to be maintained after payment. 27. Protective Liability Insurance: 27.1. The Contractor shall purchase and maintain such insurance as described in the preceding paragraph as will protect the Town from claims which may arise from operations under the Contract, including operations performed for the named insureds by independent contractors and general inspection thereof by the named insureds. 27.2. The Contractor shall also purchase and maintain such insurance as will protect the Town against Automobile Non -Ownership Liability in connection with the Contractor's Town of North Andover IFB Page 27 of 33 Overhaul/Refurbish Pumps & Motors at DWTP operations under the Contract, whether such operations be by itself or by any Subcontractor or by anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable. 27.3. The limits of liability for coverage required under the preceding paragraphs shall be as specified under the provisions hereof governing the Contractor's General Liability Policy. 27.4. The Town shall be named as an additional insured on the above referenced liability Policies, and the Contractor's insurance shall be the primary coverage. The cost of such insurance, including required endorsements and amendments, shall be the sole responsibility of the Contractor. 28. Liens: Neither the Final Payment nor any part of the retained percentage shall become due until the Contractor, if required, shall deliver to the Town a complete release of all liens arising out of the Contract, or receipts in full in lieu thereof and, if required in either case, an affidavit that as far as it has knowledge or information, the releases and receipts include all the labor and material for which a lien could be filed. The Contractor shall comply with all statutory provisions of the General Laws of the Commonwealth of Massachusetts with regard to liens, Chapter 254 and 149 as amended (as a minimum requirement). 29. Guarantees: 29.1 The Contractor guarantees and warrants to the Town that all labor furnished under this Contract will be competent to perform the tasks undertaken, that the product of such labor will yield only first-class results, that materials and equipment furnished will be of good quality and new unless otherwise permitted by this Contract, and that the Work will be of good quality, free from faults and defects and in strict conformance with this Contract. All Work not conforming to these requirements may be considered defective. 29.2. If at any time any part of the work constructed under the terms of this contract shall in the opinion of the Town Manager require repairing due to defective work or materials furnished by the Contractor, he may notify the Contractor in writing to make the required repairs. If the Contractor shall neglect to start such repairs within ten days of the date of giving it notice thereof and to complete the same to the satisfaction of the Town Manager with reasonable dispatch, then the latter may employ other persons to make such repairs. The Town shall charge the expense thereof to the Contractor and may use any moneys still retained to pay for the same, and if such sum is insufficient, the Contractor shall be obligated to pay the balance thereof. 29.3. All guarantees and warranties required in the various Sections of the Specifications which originate with a Subcontractor or Manufacturer must be delivered to the Town before final payment to the Contractor may be made for the amount of that subtrade or for the phase of work to which the guarantee or warranty relates. The failure to deliver a required Town of North Andover IFB Page 28 of 33 Overhaul/Refurbish Pumps & Motors at DWTP guarantee or warranty shall be held to constitute a failure of the Subcontractor to fully complete his work in accordance with the Contract Documents. The Contractor's obligation to correct work is in addition to, and not in substitution of, such guarantees or warranties as may be required in the various Sections of the Specifications. This Agreement is intended to take effect as a sealed instrument. Witness our hands and seals hereto: Dated: The Town of North Andover by: Town Manager Department/Division Head Town Accountant Certified as to Appropriation Town Counsel Certified as to Form The Contractor by: (authority or agency) Town of North Andover IFB Overhaul/Refurbish Pumps & Motors at DWTP Page 29 of 33 CERTIFICATIONS CERTIFICATE OF NON -COLLUSION The undersigned certifies under penalties of perjury that this bid or proposal has been made and submitted in good faith and without collusion or fraud with any other person. As used in this certification, the word "person" shall mean natural person, business, partnership, corporation, committee, union, club or other organization, entity, or group of individuals. Signature Date Print Name & Title Company Name CERTIFICATE OF TAX COMPLIANCE Pursuant to Chapter 62C of the Massachusetts General Laws, Section 49A (b), I , authorized signatory for Name of individual Name of contractor do hereby certify under the pains and penalties of perjury that said contractor has complied with all laws of the Commonwealth of Massachusetts, and the Town of North Andover, relating to taxes, permit or other fees, reporting of employees and contractors, and withholding and remitting child support. Signature Town of North Andover IFB Overhaul/Refurbish Pumps & Motors at DWTP Date Page 30 of 33 CERTIFICATE OF VOTE At a duly authorized meeting the Board of Directors of the held on it was VOTED, THAT (Name) (Officer) of be and hereby is authorized to execute contracts and bonds in the name and on behalf of said , and affix its corporate seal hereto; and such execution of any contract or obligation in the name of on its behalf by such officer under seal of , shall be valid and binding upon that I hereby certify that I am the clerk of the above named and is the duly elected officer as above of said and that the above vote has not been amended or rescinded and remains in full force and effect as the date of this contract. (Date) (Clerk) Town of North Andover IFB Page 31 of 33 Overhaul/Refurbish Pumps & Motors at DWTP PAYMENT BOND Bond No. KNOW ALL MEN BY THESE PRESENTS, that we with a place of business at , as Principal (the "Principal'), and a corporation qualified to do business in the Commonwealth of Massachusetts, with a place of business at as Surety (the "Surety"), are held and firmly bound unto the Town of North Andover, Massachusetts as Obligee (the "Obligee"), in the sum of lawful money of the United States of America, to be paid to the Obligee, for which payment, well and truly to be made, we bind ourselves, our respective heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has assumed and made a contract with the Obligee, bearing the date of for the construction of NOW, THE CONDITIONS of this obligation are such that if the Principal and all subcontractors under said contract shall pay for all labor performed or furnished and for all materials used or employed in said contract and in any and all duly authorized modifications, alterations, extensions of time, changes or additions to said contract that may hereafter be made, notice to the Surety of such modifications, alterations, extensions of time, changes or additions being hereby waived, the foregoing to include, but not be limited to, any other purposes or items set out in, and to be subject to, the provisions of Massachusetts General Laws, Chapter 30, Section 39M, and Chapter 149, Section 29, as amended then this obligation shall become null and void; otherwise, it shall remain in full force and virtue. IN WITNESS WHEREFORE, the Principal and Surety have hereto set their hands and seals this day of PRINCIPAL [Name and Seal] [Title] Attest: SURETY [Attorney-in-fact] [Seal] [Address] [Phone] Attest: Town of North Andover IFB Page 32 of 33 Overhaul/Refurbish Pumps & Motors at DWTP Prevailing Wage Rates Town of North Andover IFB Page 33 of 33 Overhaul/Refurbish Pumps & Motors at DWTP _ THE COMMONWEALTH OF MASSACHUSETTS sr�? EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT DEPARTMENT OF LABOR STANDARDS Prevailing Wage Rates DEVAL L. PATRICK As determined by the Director under the provisions of the JOANNE F. GOLDSTEIN Go -nor rY TIMOTHY P. MURRAY Massachusetts General Laws, Chapter 149, Sections 26 to 27H HEATHER E. ROWE I.1. Governor Director Awarding Authority: Town of North Andover Contract Number: City/Town: NORTH ANDOVER Description of Work: Overhaul/refurbish nine (9) vertical turbine pumps and eight (8) vertically mounted motors used for the production of the Town's drinking water at the Water Treatment Plant. Job Location: 420 Great Pond Road 4 5 1:5 % 50.00 60.00 70.00 80.00 90.00 Classification Effective Dates and Total Rates Apprentice wages shall be no less than the following: Construction Step 1$49.72/2$54.38/3$59.03/4$63.69/5$68.34 (2 AXLE) DRIVER - EQUIPMENT 08/01/2011 $45.020 12/01/2011 $45.680 06/01/2012 $45.980 12/01/2012 08/01/2012 $46.330 12/01/2012 $47.360 06/01/2011 $51.250 (3 AXLE) DRIVER - EQUIPMENT 08/01/2011 $45.090 12/01/2011 $45.750 06/01/2012 $46.050 CAISSON & UNDERPINNING TOP MAN 08/01/2012 $46.400 12/01/2012 $47.430 CARBIDE CORE DRILL OPERATOR 06/01/2011 (4 & 5 AXLE) DRIVER - EQUIPMENT 08/01/2011 $45.210 12/01/2011 $45.870 06/01/2012 $46.170 $58.480 08/01/2012 $46.520 12/01/2012 $47.710 ADS/SUBMERSIBLE PILOT 08/01/2011 $107.800 AIR TRACK OPERATOR 06/01/2011 $47.500 12/01/2011 $48.750 ASBESTOS REMOVER - PIPE / MECH. EQUIPT. 12/01/2009 $40.250 ASPHALT RAKER 06/01/2011 $47.000 12/01/2011 $48.250 ASPHALT/CONCRETE/CRUSHER PLANT -ON SITE 06/01/2011 $61.290 12/01/2011 $61.920 06/01/2012 $62.490 12/01/2012 $63.110 06/01/2013 $63.890 12/01/2013 $64.670 BACKHOE/FRONT-END LOADER 06/01/2011 $61.290 12/01/2011 $61.920 06/01/2012 $62.490 12/01/2012 $63.110 06/01/2013 $63.890 12/01/2013 $64.670 BARCO-TYPE JUMPING TAMPER 06/01/2011 $47.000 12/01/2011 $48.250 BLOCK PAVER, RAMMER / CURB SETTER 06/01/2011 $47.500 12/01/2011 $48.750 BOILER MAKER 01/01/2010 $55.850 APPRENTICE: BOILERMAKER - Local 29 Ratio Step 1 2 3 4 5 6 7 8 1:5 % 65.00 65.00 70.00 75.00 80.00 85.00 90.00 95.00 Apprentice wages shall be no less than the following: Step 1$42.66/2$42.66/3$44.54/4$46.43/5$48.31/6$50.20/7$5208/8$53.97 BRICK/STONE/ARTIFICIAL MASONRY (INCL. MASONRY 08/01/2011 $73.000 02/01/2012 $73.990 WATERPROOFING) APPRENTICE: BRICK/PLASTER/CEMENT MASON - Local 3 Lynn Ratio Step 1 2 3 4 5 1:5 % 50.00 60.00 70.00 80.00 90.00 Apprentice wages shall be no less than the following: Step 1$49.72/2$54.38/3$59.03/4$63.69/5$68.34 BULLDOZER/GRADER/SCRAPER 06/01/2011 $60.940 12/01/2011 $61.560 12/01/2012 $62.740 06/01/2013 $63.510 CAISSON & UNDERPINNING BOTTOM MAN 06/01/2011 $51.250 12/01/2011 $52.500 CAISSON & UNDERPINNING LABORER 06/01/2011 $50.100 12/01/2011 $51.350 CAISSON & UNDERPINNING TOP MAN 06/01/2011 $50.100 12/01/2011 $51.350 CARBIDE CORE DRILL OPERATOR 06/01/2011 $47.000 12/01/2011 $48.250 CARPENTER 09/01/2011 $57.360 03/01/2012 $58.480 06/01/2012 $62.120 12/01/2013 $64.290 This wage schedule must be posted at the work site in accordance with M.G.L. ch. 149, sec. 27 Failure of the employer to pay "prevailing wage rates," which are the "total rates" listed above, on public works projects is a violation of M.G.L. ch. 149, sec. 27. Contractors with questions about the wage rates or classifications included on the wage schedule have an affirmative obligation to inquire with DLS at www.mass.gov/dols or at 617-626-6952. Employees not receiving such rates should report the violation to the Fair Labor Division of the Office of the Attorney General, 100 Cambridge Street, Boston, MA 02108; Tel: 617-727-3465. Issue Date: 09/20/2011 Wage Request Number: 20110920-030 Page 1 of 12 THE COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENTe DEPARTMENT OF LABOR STANDARDS a Prevailing Wage Rates DEVAL L. PATRICK As determined by the Director under the provisions of the JOANNE F GOLDSTEIN Governor ry TIMOTHY P. MURRAY Massachusetts General Laws, Chapter 149, Sections 26 to 27H HEATHER E. ROWE Lt. Governor Director Awarding Authority: Town of North Andover Contract Number: City/Town: NORTH ANDOVER Description of Work: Overhaul/refurbish nine (9) vertical turbine pumps and eight (8) vertically mounted motors used for the production of the Town's drinking water at the Water Treatment Plant. Job Location: 420 Great Pond Road Classification APPRENTICE: CARPENTER - Zone 2 Eastern MA Ratio Step 1 2 3 1:5 % 50.00 60.00 70.00 Apprentice wages shall be no less than the following: Step 1$27.40/2$30.60/3$43.04/4$44.64/5$47.81/6$47.81/7$52.59/8$52.59 CEMENT MASONRY/PLASTERING CHAIN SAW OPERATOR CLAM SHELLS/SLURRY BUCKETS/HEADING MACHINES COMPRESSOR OPERATOR DELEADER(BRIDGE) APPRENTICE: PAINTER Local 35 -BRIDGES/TANKS Ratio Step 1 2 3 I:I % 50.00 55.00 60.00 Apprentice wages shall be no less than the following: Step 1$29.31/2$34.57/3$37.00/4$39.43/5$50.35/6$52.75/7$55.18/8$60.05 DEMO:ADZEMAN DEMO: BACKHOE/LOADER/HAMMER OPERATOR APPRENTICE: LABORER Demo Backhoe/Loader/Hammer Operator Ratio Step 1 2 3 1:5 % 60.00 70.00 80.00 Apprentice wages shall be no less than the following: Step 1$38.28/2$41.49/3$44.69/4$47.90 DEMO: BURNERS APPRENTICE: LABORER Demo Burners Ratio Step 1 2 3 1:5 % 60.00 70.00 80.00 Apprentice Wages shall be no less than the following: Step 1$38.13/2$4131/3$44.49/4$47.67 DEMO: CONCRETE CUTTER/SAWYER DEMO: JACKHAMMER OPERATOR DEMO: WRECKING LABORER Effective Dates and Total Rates 4 5 6 7 8 75.00 80.00 80.00 90.00 90.00 08/01/2011 $70.770 02/01/2012 $71.540 06/01/2011 $47.000 12/01/2011 $48.250 06/01/2011 $62.290 12/01/2011 $62.920 06/01/2012 $63.490 12/01/2012 $64.110 06/01/2013 $64.890 112/01/2013 $65.670 06/01/2011 $49.910 12/01/2011 $50.350 06/01/2012 $50.740 12/01/2012 $51.190 06/01/2013 $51.740 12/01/2013 $52.290 07/01/2011 $65.410 01/01/2012 $66.410 07/01/2012 $67.410 01/01/2013 $68.410 4 5 6 7 8 65.00 70.00 75.00 80.00 90.00 Steps are 750 hrs. 4 90.00 06/01/2011 $50.100 12/01/2011 $51.350 06/01/2011 $51.100 12/01/2011 $52.350 06/01/2011 $50.850 12/01/2011 $52.100 4 90.00 06/01/2011 $51.100 12/01/2011 $52.350 06/01/2011 $50.850 12/01/2011 $52.100 06/01/2011 $50.100 12/01/2011 $51.350 This wage schedule must be posted at the work site in accordance with M.G.L. ch. 149, sec. 27 Failure of the employer to pay "prevailing wage rates," which are the "total rates" listed above, on public works, projects is a violation of M.G.L. ch. 149, sec. 27. Contractors with questions about the wage rates or classifications included on the wage schedule have an affirmative obligation to inquire with DLS at www.mass.gov/dols or at 617-626-6952. Employees not receiving such rates should report the violation to the Fair Labor Division of the Office of the Attorney General, 100 Cambridge Street, Boston, MA 02108; Tel: 617-727-3465. Issue Date: 09/20/2011 Wage Request Number: 20110920-030 Page 2 of 12 THE COMMONWEALTH OF MASSACHUSETTS { I"I " EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT sr DEPARTMENT OF LABOR STANDARDS Prevailing Wage Rates DEVAL L PATRICK As determined by the Director under the provisions of the JOANNE F. GOLDSTEIN Govemor S ry TIMOTHY P. MURRAY Massachusetts General Laws, Chapter 149, Sections 26 to 27H [-BATHER E. ROWE Lt. Govemor Director Awarding Authority: Town of North Andover Contract Number: City/Town: NORTH ANDOVER Description of Work: Overhaul/refurbish nine (9) vertical turbine pumps and eight (8) vertically mounted motors used for the production of the Town's drinking water at the Water Treatment Plant, Job Location: 420 Great Pond Road Classification Effective Dates and Total Rates APPRENTICE: LABORER Demo Wrecking Laborer Ratio Step 1 2 1:5 % 60.00 70.00 Apprentice wages shall be no less than the following: Step 1$37.68/2$40.79/3$43.89/047.00 DIRECTIONAL DRILL MACHINE OPERATOR DIVER DIVER TENDER DIVER TENDER (EFFLUENT) DIVER/SLURRY (EFFLUENT) ELECTRICIAN APPRENTICE: ELECTRICIAN - Local 103 3 4 80.00 90.00 Ratio Step 1 2 3 4 2:3'•" % 40,00 40.00 45.00 45.00 Apprentice wages shall be no less than the following Steps: 1$37.56/2$37.56/3 $42.1 1 /4$42.1 1 /5$44.53/6$46.95/7$49.36/8$51.80/9$54.21 /10$56.64 ELEVATOR CONSTRUCTOR APPRENTICE: ELEVATOR CONSTRUCTOR - Local 4 Ratio Step 1 2 3 1:1 % 50.00 55.00 65.00 Apprentice rates shall be no less than the following: Step 1$34.26/2$43.76/3$48.86/4$51.41/5$56.50 ELEVATOR CONSTRUCTOR HELPER FENCE & GUARD RAIL ERECTOR FIELD ENG.INST.PERSON-BLDG,SITE,HVY/HWY FIELD ENG.PARTY CHIEF-BLDG,SITE,HVY/HWY FIELD ENG.ROD PERSON-BLDG,SITE,HVY/HWY FIRE ALARM INSTALLER 06/01/2011 $60.940 12/01/2011 $61.560 06/01/2012 $62.120 12/01/2012 $62.740 06/01/2013 $63.510 12/01/2013 $64.290 08/01/2011 $80.270 05/01/2011 $42.930 08/01/2011 $65.320 09/01/2011 $68.750 03/01/2012 $69.240 109/01/2012 $69.940 08/01/2011 $85.380 09/01/2013 $71.380 03/01/2014 $72.120 09/01/2014 $72.810 08/01/2011 $107.800 03/01/2016 $75.520 09/01/2011 $68.750 03/01/2012 $69.240 09/01/2012 $69.940 03/01/2013 $70.680 09/01/2013 $71.380 03/01/2014 $72.120 09/01/2014 $72.810 03/01/2015 $73.550 09/01/2015 $74.540 03/01/2016 $75.520 5 6 7 8 50.00 55.00 60.00 65.00 App Pnor 1/1/03; 30/35/40/45/50/55/65/70/75/80 01/01/2011 $66.690 01/01/2012 $68.190 4 5 70.00 80.00 Steps 1-2 are 6 mos.; Steps 3-5 are I year 9 10 70.00 75.00 01/01/2011 $52.830 01/01/2012 $54.330 06/01/2011 $47.000 12/01/2011 $48.250 05/01/2011 $59.380 05/01/2011 $60.770 05/01/2011 $42.930 09/01/2011 $68.750 03/01/2012 $69.240 109/01/2012 $69.940 03/01/2013 $70.680 09/01/2013 $71.380 03/01/2014 $72.120 09/01/2014 $72.810 03/01/2015 $73.550 09/01/2015 $74.540 03/01/2016 $75.520 This wage schedule must be posted at the work site in accordance with M.G.L. ch. 149, sec. 27 Failure of the employer to pay "prevailing wage rates," which are the "total rates" listed above, on public works projects is a violation of M.G.L. ch. 149, sec. 27. Contractors with questions about the wage rates or classifications included on the wage schedule have an affirmative obligation to inquire with DLS at www.mass.gov/dols or at 617-626-6952. Employees not receiving such rates should report the violation to the Fair Labor Division of the Office of the Attorney General, 100 Cambridge Street, Boston, MA 02108; Tel: 617-727-3465. Issue Date: 09/20/2011 Wage Request Number: 20110920-030 Page 3 of 12 THE COMMONWEALTH OF MASSACHUSETTS +-� EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT DEPARTMENT OF LABOR STANDARDS v ,,,, Prevailing Wage Rates DEVAL L. PATRICK As determined by the Director under the provisions of the JOANNE F. GOLDSTEIN Governor TIMOTHY P. MURRAY Massachusetts General Laws, Chapter 149, Sections 26 to 27H HEATHER E. ROWE Lt. Governor Director Awarding Authority: Town of North Andover Contract Number: City/Town: NORTH ANDOVER Description of Work: Overhaul/refurbish nine (9) vertical turbine pumps and eight (8) vertically mounted motors used for the production of the Town's drinking water at the Water Treatment Plant. Job Location: 420 Great Pond Road Classification Effective Dates and Total Rates FIRE ALARM REPAIR / MAINTENANCE 09/01/2011 $56.640 03/01/2012 $57.010 09/01/2012 $57.540 /COMMISSIONING 03/01/2013 $58.090 09/01/2013 $58.620 03/01/2014 $59.180 09/01/2014 $59.690 03/01/2015 $60.240 09/01/2015 $60.980 03/01/2016 $61.720 FIREMAN (ASST. ENGINEER) 06/01/2011 $55.100 12/01/2011 $55.630 06/01/2012 $56.100 12/01/2012 $56.630 06/01/2013 $57.280 12/01/2013 $57.940 FLAGGER & SIGNALER 06/01/2011 $38.650 12/01/2011 $38.650 FLOORCOVERER 09/01/2011 $62.360 03/01/2012 $63.610 APPRENTICE: FLOORCOVERER - Local 2168 Zone I Ratio Step 1 2 3 4 5 6 7 8 1:1 % 50,00 55.00 60.00 65.00 70.00 75.00 80.00 85.00 Apprentice rates shall be no less than the following: Steps are 750 hrs. Step 1$29.57/2$31.36/3$42.61/4$44.41/5$48.00/6$49.79/7$53.38/8$55.18 FORK LIFT/CHERRY PICKER 06/01/2011 $61.290 12/01/2011 $61.920 06/01/2012 $62.490 12/01/2012 $63.110 06/01/2013 $63.890 12/01/2013 $64.670 GENERATOR/LIGHTING PLANT/HEATERS 06/01/2011 $49.910 12/01/2011 $50.350 06/01/2012 $50.740 12/01/2012 $51.190 06/01/2013 $51.740 12/01/2013 $52.290 GLAZIER (GLASS PLANK/AIR BARR]ER/INTERIOR SYSTEMS) 07/01/2011 $54.910 01/01/2012 $55.910 07/01/2012 $56.910 01/01/2013 $57.910 APPRENTICE: GLAZIER - Local 35 Zone 2 Ratio Step 1 2 3 4 5 6 7 8 1:1 % 50.00 55.00 60.00 65.00 70.00 75.00 80.00 90.00 Apprentice wages shall be no less than the following: Steps are 750 hrs. Step 1$24.06/2$28.79/3$30.70/4$32.60/5$43.00/6$44.87/7$46.78/8$50.60 HOISTING ENGINEER/CRANES/GRADALLS 06/01/2011 $61.290 12/01/2011 $61.920 06/01/2012 $62.490 12/01/2012 $63.110 06/01/2013 $63.890 12/01/2013 $64.670 APPRENTICE. HOIST/PORT. ENG.- Local 4 Ratio Step 1 2 3 4 5 6 7 8 1:6 % 55.00 60.00 65.00 70.00 75.00 80.00 95.00 90.00 Apprentice wages shall be no less than the following: Step 1$31.50/2$45.65/3$47.61/4$49.56/5$51.52/6$53.47/7$55.43/8$57.38 HVAC (DUCTWORK) 08/01/2011 $66.740 02/01/2012 $67.990 08/01/2012 $69.240 02/01/2013 $70.490 HVAC (ELECTRICAL CONTROLS) 09/01/2011 $68.750 03/01/2012 $69.240 09/01/2012 $69.940 03/01/2013 $70.680 09/01/2013 $71.380 03/01/2014 $72.120 09/01/2014 $72.810 03/01/2015 $73.550 09/01/2015 $74.540 03/01/2016 $75.520 This wage schedule must be posted at the work site in accordance with M.G.L. ch. 149, sec. 27 Failure of the employer to pay "prevailing wage rates," which are the "total rates" listed above, on public works projects is a violation of M.G.L. ch. 149, sec. 27. Contractors with questions about the wage rates or classifications included on the wage schedule have an affirmative obligation to inquire with DLS at www.mass.gov/dols or at 617-626-6952. Employees not receiving such rates should report the violation to the Fair Labor Division of the Office of the Attorney General, 100 Cambridge Street, Boston, MA 02108; Tel: 617-727-3465. Issue Date: 09/20/2011 Wage Request Number: 20110920-030 Page 4 of 12 THE COMMONWEALTH OF MASSACHUSETTS �l EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT : 1 DEPARTMENT OF LABOR STANDARDS Prevailing Wage Rates DEVAL L. PATRICK As determined by the Director under the provisions of the JOANNESFF GOLDSTEIN Govemor TIMOTHY P. MURRAY Massachusetts General Laws, Chapter 149, Sections 26 to 27H HEATHER E. ROWE I.t. Govemor Director Awarding Authority: Town of North Andover Contract Number: City/Town: NORTH ANDOVER Description of Work: Overhaul/refurbish nine (9) vertical turbine pumps and eight (8) vertically mounted motors used for the production of the Town's drinking water at the Water Treatment Plant. Job Location: 420 Great Pond Road Classification Effective Dates and Total Rates HVAC (TESTING AND BALANCING - AIR) 08/01/2011 $66.740 02/01/2012 $67.990 08/01/2012 $69.240 02/01/2013 $70.490 HVAC (TESTING AND BALANCING -WATER) 09/01/2011 $64.900 HVAC MECHANIC 09/01/2011 $64.900 HYDRAULIC DRILLS 06/01/2011 $47.500 12/01/2011 $48.750 INSULATOR (PIPES & TANKS) 09/01/2010 $61.660 APPRENTICE: ASBESTOS INSULATOR (Pipes & Tanks) - Local 6 Boston Ratio Step 1 2 3 4 1:4 % 50.00 60.00 70.00 80.00 Apprentice wages shall be no less than the following: Step 1$37.34/2$42.20/3$47.07/4$51.93 IRONWORKER/WELDER APPRENTICE: IRONWORKER - Local 7 Lawrence Ratio Step 1 2 3 4 60.00 70.00 75.00 80.00 Apprentice wages shall be no less than the following: Step 1$45.37/2$48.66/3$50.30/4$51.95/5$53.59/6$55.23 JACKHAMMER & PAVING BREAKER OPERATOR LABORER APPRENTICE: LABORER - Zone 2 Steps are 1 year 09/16/2011 $58.520 03/16/2012 $59.520 09/16/2012 $60.520 03/16/2013 $61.770 5 6 85.00 90.00 Structural 1:6; Ornamental 1:4 06/01/2011 $47.000 12/01/2011 $48.250 06/01/2011 $46.750 12/01/2011 $48.000 Ratio Step 1 2 3 4 1:5 % 60.00 70.00 80.00 90.00 Apprentice wages shall be no less than the following: Step 1$35.31/2$38.17/3$41.03/4$43.89 LABORER: CARPENTER TENDER 06/01/2011 $46.750 12/01/2011 $48.000 LABORER: CEMENT FINISHER TENDER 06/01/2011 $46.750 12/01/2011 $48.000 LABORER: HAZARDOUS WASTE/ASBESTOS REMOVER 06/01/2011 $46.750 12/01/2011 $48.000 LABORER: MASON TENDER 06/01/2011 $47.000 12/01/2011 $48.250 LABORER: MULTI -TRADE TENDER 06/01/2011 $46.750 12/01/2011 $48.000 LABORER: TREE REMOVER 06/01/2011 $46.750 12/01/2011 $48.000 This classification applies to the wholesale removal of standing trees including all associated trimming of branches and limbs, and applies to the removal of branches at locations not on or around utility lines. LASER BEAM OPERATOR 06/01/2011 $47.000 12/01/2011 $48.250 MARBLE & TILE FINISHERS 08/01/2011 $60.950 02/01/2012 $61.740 This wage schedule must be posted at the work site in accordance with M.G.L. ch. 149, sec. 27 Failure of the employer to pay "prevailing wage rates," which are the "total rates" listed above, on public works projects is a violation of M.G.L. ch. 149, sec. 27. Contractors with questions about the wage rates or classifications included on the wage schedule have an affirmative obligation to inquire with DLS at www.mass.gov/dols or at 617-626-6952. Employees not receiving such rates should report the violation to the Fair Labor Division of the Office of the Attorney General, 100 Cambridge Street, Boston, MA 02108; Tel: 617-727-3465. Issue Date: 09/20/2011 Wage Request Number: 20110920-030 Page 5 of 12 THE COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT utl DEPARTMENT OF LABOR STANDARDS Prevailing Wage Rates DEVAL L. PATRICK As determined by the Director under the provisions of the JOANNE F. GOLDSTEIN Govemor B ry TIMOTHY P. MURRAY Massachusetts General Laws, Chapter 149, Sections 26 to 27H HEATHER E. ROWE Lt. Govemor Director Awarding Authority: Town of North Andover Contract Number: City/Town: NORTH ANDOVER Description of Work: Overhaul/refurbish nine (9) vertical turbine pumps and eight (8) vertically mounted motors used for the production of the Town's drinking water at the Water Treatment Plant. Job Location: 420 Great Pond Road Classification Effective Dates and Total Rates APPRENTICE: MARBLE & TILE FINISHER - Local 3 Marble & Tile Ratio Step 1 2 3 4 5 1:3 % 50.00 60.00 70.00 80.00 90.00 Apprentice wages shall be no less than the following: Steps are 800 hrs. Step 1$43.19/2$46.74/3$50.29/4$53.85/5$57.40 MARBLE MASONS,TILELAYERS & TERRAZZO MECH 08/01/2011 $73.040 02/01/2012 $74.030 APPRENTICE: MARBLE -TILE -TERRAZZO MECHANIC - Local 3 Marble & Tile Ratio Step 1 2 3 4 5 1:3 % 50.00 60.00 70.00 80.00 90.00 Apprentice wages shall be no less than the following: Step 1$49.74/2$54.40/3$59.06/4$63.72/5$68.38 MECH. SWEEPER OPERATOR (NON -CONSTRUCTION) 07/01/2011 $30.290 MECH. SWEEPER OPERATOR (ON CONST. SITES) 06/01/2011 $60.940 12/01/2011 $61.560 06/01/2012 $62.120 12/01/2012 $62.740 06/01/2013 $63.510 12/01/2013 $64.290 MECHANICS MAINTENANCE 06/01/2011 $60.940 12/01/2011 $61.560 06/01/2012 $62.120 12/01/2012 $62.740 06/01/2013 $63.510 12/01/2013 $64.290 MILLWRIGHT (Zone 2) 04/01/2011 $55.990 APPRENTICE: MILLWRIGHT - Local 1121 Zone 2 Ratio Step 1 2 3 4 5 6 7 8 1:5 % 50.00 55.00 60.00 65.00 70.00 75.00 80.00 85.00 Apprentice wages shall be no less than the following: Step 1$36.17/2$37.75/3$40.93/4$42.51/5$44.89/6$46.47/7$48.86/8$50.44 MORTAR MIXER 06/01/2011 $47.000 12/01/2011 $48.250 OILER (OTHER THAN TRUCK CRANES,GRADALLS) 06/01/2011 $43.340 12/01/2011 $43.680 06/01/2012 $43.960 12/01/2012 $44.300 06/01/2013 $44.720 12/01/2013 $45.140 OILER (TRUCK CRANES, GRADALLS) 06/01/2011 $46.520 12/01/2011 $46.910 06/01/2012 $47.250 12/01/2012 $47.640 06/01/2013 $48.120 12/01/2013 $48.610 OTHER POWER DRIVEN EQUIPMENT - CLASS 11 06/01/2011 $60.940 12/01/2011 $61.560 06/01/2012 $62.120 12/01/2012 $62.740 06/01/2013 $63.510 12/01/2013 $64.290 PAINTER (BRIDGES/TANKS) 07/01/2011 $65.410 01/01/2012 $66.410 07/01/2012 $67.410 01/01/2013 $68.410 APPRENTICE: PAINTER Local 35 - BRIDGESfrANKS Ratio Step 1 2 3 4 5 6 7 8 1:1 % 50.00 55.00 60.00 65.00 70.00 75.00 80.00 90.00 Apprentice wages shall be no less than the following: Steps are 750 hrs. Step 1$29.31/2$34.57/3$37.00/4$39.43/5$50.35/6$52.75/7$55.18/8$60.05 This wage schedule must be posted at the work site in accordance with M.G.L. ch. 149, sec. 27 Failure of the employer to pay "prevailing wage rates," which are the "total rates" listed above, on public works projects is a violation of M.G.L. ch. 149, sec. 27. Contractors with questions about the wage rates or classifications included on the wage schedule have an affirmative obligation to inquire with DLS at www.mass.gov/dols or at 617-626-6952. Employees not receiving such rates should report the violation to the Fair Labor Division of the Office of the Attorney General, 100 Cambridge Street, Boston, MA 02108; Tel: 617-727-3465. Issue Date: 09/20/2011 Wage Request Number: 20110920-030 Page 6 of 12 THE COMMONWEALTH OF MASSACHUSETTS 1 EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT u DEPARTMENT OF LABOR STANDARDS A Prevailing Wage Rates DEVAL L. PATRICK As determined by the Director under the provisions of the JOANNE F. reGOLDSTEIN Go-mor TIMOTHY P MURRAY Massachusetts General Laws, Chapter 149, Sections 26 to 27H HEATHER E. ROWE Lt. Govemor Director Awarding Authority: Town of North Andover Contract Number: City/Town: NORTH ANDOVER Description of Work: Overhaul/refurbish nine (9) vertical turbine pumps and eight (8) vertically mounted motors used for the production of the Town's drinking water at the Water Treatment Plant. Job Location: 420 Great Pond Road Classification Effective Dates and Total Rates PAINTER (SPRAY OR SANDBLAST, NEW) • 11730% or more of surfaces to be painted are new construction, NEW paint rate shall be used. APPRENTICE: PAINTER Local 35 Zone 2 - Spray/Sandblast - New Ratio Step 1 2 3 1:1 % 50.00 55.00 60.00 Apprentice wages shall be no less than the following: Step 1$24.76/2$29.56/3$31.54/4$33.51/5$43.98/6$45.92/7$47.90/8$51.86 PAINTER (SPRAY OR SANDBLAST, REPAINT) APPRENTICE: PAINTER Local 35 Zone 2 - Spray/Sandblast - Repaint Ratio Step 1 2 3 la % 50.00 55,00 60.00 Apprentice wages shall be no less than the following: Step 1$23.79/2$28.49/3$30.37/4$32.25/5$42.62/6$44.47/7$46.35/8$50.11 PAINTER (TRAFFIC MARKINGS) PAINTER /TAPER (BRUSH,NEW) ' • If 30% or more of surfaces to be painted are new construction, NEW paint rate shall be used. APPRENTICE: PAINTER - Local 35 Zone 2 - BRUSH NEW Ratio Step 1 2 3 I:I % 50.00 55.00 60.00 Apprentice wages shall be no less than the following: Step 1$24.06/2$28.79/3$30.70/4$32.60/5$43.00/6$44.87/7$46.78/8$50.60 PAINTER / TAPER (BRUSH, REPAINT) APPRENTICE. PAINTER Local 35 Zone 2 - BRUSH REPAINT Ratio Step 1 2 3 1:1 % 50.00 55.00 60.00 Apprentice wages shall be no less than the following: Step 1$23.09/2$27.72/3$29.53/4$31.34/5$41,64/6$43.42/7$45.23/8$48.85 PANEL & PICKUP TRUCKS DRIVER PIER AND DOCK CONSTRUCTOR (UNDERPINNING AND DECK) PILE DRIVER 07/01/2011 $56.310 01/01/2012 $57.310 07/01/2012 $58.310 01/01/2013 $59.310 4 5 6 7 8 65.00 70.00 75.00 80.00 90.00 07/01/2011 $54.370 01/01/2012 $55.370 07/01/2012 $56.370 01/01/2013 $57.370 4 5 6 65.00 70.00 75.00 06/01/2011 $46.750 07/01/2011 $54.910 01/01/2013 $57.910 4 5 6 65.00 70.00 75.00 Steps are 750 his. 07/01/2011 $52.970 01/01/2013 $55.970 4 5 6 65.00 70.00 75.00 Steps are 750 hrs. 08/01/2011 $44.850 08/01/2012 $45.860 08/01/2011 $65.320 08/01/2011 $65.320 7 8 80.00 90.00 12/01/2011 $48.000 01/01/2012 $55.910 07/01/2012 $56.910 7 8 80.00 90.00 01/01/2012 $53.970 07/01/2012 $54.970 7 8 80.00 90.00 12/01/2011 $45.510 06/01/2012 $45.810 12/01/2012 $47.350 This wage schedule must be posted at the work site in accordance with M.G.L. ch. 149, sec. 27 Failure of the employer to pay "prevailing wage rates," which are the "total rates" listed above, on public works projects is a violation of M.G.L. ch. 149, sec. 27. Contractors with questions about the wage rates or classifications included on the wage schedule have an affirmative obligation to inquire with DLS at www.mass.gov/dols or at 617-626-6952. Employees not receiving such rates should report the violation to the Fair Labor Division of the Office of the Attorney General, 100 Cambridge Street, Boston, MA 02108; Tel: 617-727-3465. Issue Date: 09/20/2011 Wage Request Number: 20110920-030 Page 7 of 12 THE COMMONWEALTH OF MASSACHUSETTS x l EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT i DEPARTMENT OF LABOR STANDARDS Prevailing Wage Rates IL� DEVAL L. PATRICK As determined by the Director under the provisions of the JOANNE F. GOry DSTEIN vern Goor TIMOTHY P. MURRAY Massachusetts General Laws, Chapter 149, Sections 26 to 27H HEATHER E. ROWE LL G.-, Di -I., Awarding Authority: Town of North Andover Contract Number: City/Town: NORTH ANDOVER Description of Work: Overhaul/refurbish nine (9) vertical turbine pumps and eight (8) vertically mounted motors used for the production of the Town's drinking water at the Water Treatment Plant. Job Location: 420 Great Pond Road Classification Effective Dates and Total Rates APPRENTICE: PILE DRIVER - Local 56 Zone I Ratio Step 1 2 3 4 1:3 % 60.00 65.00 70.00 75.00 Apprentice wages shall be no less than the following: Step 1$49.27/2$51.28/3$53.28/4$55.29/5$57.30/6$59.30/7$61.31/8$63.31 PIPEFITTER & STEAMFITTER APPRENTICE: PIPEFITTER Local 537 (Local 138) Ratio Step 1 2 3 4 ** % 40.00 45.00 60.00 70.00 Apprentice wages:Step1$30.75/2$40.83/3$47.40/4$51.77/5$56.15 Refrig/AC Mechanic**1:1;1:2;2:4;3:6;4:8;5:10;6:12;7:14;8:17;9:20;10:23(Max) PIPELAYER PLUMBER APPRENTICE: PLUMBER/GASFITTER - Local 12 (Local 138) Ratio Step 1 2 3 1:5 % 35.00 40.00 55.00 Apprentice wages shall be no less than the following: Step 1$28.97/2$31.70/3$39.91/4$45.38/41ic$48.12/5$50.86/51ic$53.58 PNEUMATIC CONTROLS (TEMP.) PNEUMATIC DRILL/TOOL OPERATOR POWDERMAN & BLASTER POWER SHOVEL/DERRICK/TRENCHING MACHINE PUMP OPERATOR (CONCRETE) PUMP OPERATOR (DEWATERING, OTHER) READY -MIX CONCRETE DRIVER RECLAIMERS 4 65.00 5 6 7 8 80.00 85.00 90.00 95.00 09/01/2011 $64.900 5 80.00 ** 1:3; 3:15; 1:10 thereafter / Steps are 1 yr. 06/01/2011 $47.000 12/01/2011 $48.250 09/01/2011 $64.540 03/01/2012 $65.340 03/01/2013 $67.840 5 75.00 09/01/2012 $66.590 09/01/2011 $64.900 06/01/2011 $47.000 12/01/2011 $48.250 06/01/2011 $47.750 12/01/2011 $49.000 06/01/2011 $61.290 12/01/2011 $61.920 06/01/2012 $62.490 12/01/2012 $63.110 06/01/2013 $63.890 12/01/2013 $64.670 06/01/2011 $61.290 12/01/2011 $61.920 06/01/2012 $62.490 12/01/2012 $63.110 06/01/2013 $63.890 12/01/2013 $64.670 06/01/2011 $49.910 12/01/2011 $50.350 06/01/2012 $50.740 12/01/2012 $51.190 06/01/2013 $51.740 12/01/2013 $52.290 04/30/2009 $37.100 06/01/2011 $60.940 12/01/2011 $61.560 06/01/2012 $62.120 12/01/2012 $62.740 06/01/2013 $63.510 12/01/2013 $64.290 RESIDENTIAL WOOD FRAME (All Other Work) 04/01/2011 $48.420 RESIDENTIAL WOOD FRAME CARPENTER ** 05/01/2011 $36.810 ** The Residential Wood Frame Carpenter classification applies only to the construction of new, wood frame residences that do not exceed four stories including the basement. As of 9/1/09 Carpentry work on wood -frame residential WEATHERIZATION projects shall be paid the RESIDENTIAL WOOD FRAME CARPENTER rate. This wage schedule must be posted at the work site in accordance with M.G.L. ch. 149, sec. 27 Failure of the employer to pay "prevailing wage rates," which are the "total rates" listed above, on public works projects is a violation of M.G.L. ch. 149, sec. 27. Contractors with questions about the wage rates or classifications included on the wage schedule have an affirmative obligation to inquire with DLS at www.mass.gov/dols or at 617-626-6952. Employees not receiving such rates should report the violation to the Fair Labor Division of the Office of the Attorney General, 100 Cambridge Street, Boston, MA 02108; Tel: 617-727-3465. Issue Date: 09/20/2011 Wage Request Number: 20110920-030 Page 8 of 12 THE COMMONWEALTH OF MASSACHUSETTS f EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT 4° , DEPARTMENT OF LABOR STANDARDS Prevailing Wage Rates' DEVAL L. PATRICK As determined by the Director under the provisions of the JOANNE F. GOLDSTEIN Governor TIMOTHY P. MURRAY Massachusetts General Laws, Chapter 149, Sections 26 to 27H HEATHER E. ROWE U, Governor Director Awarding Authority: Town of North Andover Contract Number: City/Town: NORTH ANDOVER Description of Work: Overhaul/refurbish nine (9) vertical turbine pumps and eight (8) vertically mounted motors used for the production of the Town's drinking water at the Water Treatment Plant. Job Location: 420 Great Pond Road Classification Effective Dates and Total Rates APPRENTICE: CARPENTER (Residential Wood Frame) - Zone 2 Ratio Step 1 2 3 4 5 6 7 8 1:5 % 60.00 60.00 65.00 70,00 75.00 80.00 85.00 90.00 Apprentice wages shall be no less than the following: Step 1$20.88/2$27.11/3$28.33/4$29.54/5$30.75/6$31.96/7$33.17/8$34.39 RIDE -ON MOTORIZED BUGGY OPERATOR 06/01/2011 $47.000 12/01/2011 $48.250 ROLLER/SPREADER/MULCHING MACHINE 06/01/2011 $60.940 12/01/2011 $61.560 06/01/2012 $62.120 12/01/2012 $62.740 06/01/2013 $63.510 12/01/2013 $64.290 ROOFER (Inc.Roofer Waterproofing &Roofer Damproofg) 08/01/2011 $55.860 02/01/2012 $56.860 08/01/2012 $57.860 02/01/2013 $58.860 APPRENTICE: ROOFER - Local 33 Ratio Step 1 2 3 4 " % 50.00 60.00 65.00 75.00 1:5, 2:6-10, the 1:10; Reroofing: 1:4, then 1:1 Apprentice rates no less than: Step 1$31.21/2$41.64/3$43.41/4$46.97/5$50.53 ROOFER SLATE / TILE / PRECAST CONCRETE APPRENTICE: ROOFER (Slate/rile/Precast Concrete) - Local 33 Ratio Step 1 2 3 4 % 50.00 60.00 65.00 75.00 Apprentices wages shall be paid no less than the following: Step 1$31.34/2$41.79/3$43.58/4$47.16/5$50.74 SHEETMETAL WORKER APPRENTICE: SHEET METAL WORKER -Local 17-A Ratio Step 1 2 3 4 1:4 % 40.00 45.00 50.00 60.00 Apprentice wages shall be no less than the following. Step 1$29.49/2$35.19/3$38.16/4$43.32/5$46.03/6$51.45/7$56.37 SIGN ERECTOR APPRENTICE: SIGN ERECTOR - Local 35 Zone 2 Ratio Step 1 2 3 4 1:1 % 50.00 55.00 60.00 65.00 Apprentice wages shall be no less than the following: Step 1$19.48/2$23.12/3$24.36/4$25.60/5$30.34/6$31.58/7$32.82/8$34.06/9$35.30 SPECIALIZED EARTH MOVING EQUIP < 35 TONS 5 85.00 Step 1 is 2000 hrs.; Steps 2.5 are 1000 hrs. 08/01/2011 $56.110 02/01/2012 $57.110 08/01/2012 $58.110 02/01/2013 $59.110 5 85.00 08/01/2011 $66.740 02/01/2012 $67.990 08/01/2012 $69.240 02/01/2013 $70.490 5 6 7 65.00 75.00 85.00 Steps 1-3 are I year; Steps 4.7 are 6 mos. 06/01/2009 $37.780 5 6 7 8 9 70.00 75.00 80.00 85.00 90.00 Steps are 4 mos. 08/01/2011 $45.310 12/01/2011 $45.970 06/01/2012 $46.270 08/01/2012 $46.620 12/01/2012 $47.650 This wage schedule must be posted at the work site in accordance with M.G.L. ch. 149, sec. 27 Failure of the employer to pay "prevailing wage rates," which are the "total rates" listed above, on public works projects is a violation of M.G.L. ch. 149, sec. 27. Contractors with questions about the wage rates or classifications included on the wage schedule have an affirmative obligation to inquire with DLS at www.mass.gov/dols or at 617-626-6952. Employees not receiving such rates should report the violation to the Fair Labor Division of the Office of the Attorney General, 100 Cambridge Street, Boston, MA 02108; Tel: 617-727-3465. Issue Date: 09/20/2011 Wage Request Number: 20110920-030 Page 9 of 12 THE COMMONWEALTH OF MASSACHUSETTS t ? EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT? I t DEPARTMENT OF LABOR STANDARDS Prevailing Wage Rates DEVAL L. PATRICK As determined by the Director under the provisions of the JOANNE SFcreGOLDSTEIN Governor TIMOTHY P. MURRAY Massachusetts General Laws, Chapter 149, Sections 26 to 27H HEATHER E. ROWE I.I. Governor Director Awarding Authority: Town of North Andover Contract Number: City/Town: NORTH ANDOVER Description of Work: Overhaul/refurbish nine (9) vertical turbine pumps and eight (8) vertically mounted motors used for the production of the Town's drinking water at the Water Treatment Plant. Job Location: 420 Great Pond Road Classification Effective Dates and Total Rates Ratio Step 1 2 3 SPECIALIZED EARTH MOVING EQUIP> 35 TONS 08/01/2011 $45.600 12/01/2011 $46.260 06/01/2012 $46.560 1$37.23/2$37.23/3 $38.84/4$38.84/5$40.46/6$42.08/7$43.70/8$45.31 /9$46.93/10$48.56 08/01/2012 $46.910 12/01/2012 $47.940 SPRINKLER FITTER 09/01/2011 $66.900 01/01/2012 $67.050 03/01/2012 $67.800 09/01/2012 $68.800 01/01/2013 $68.950 03/01/2013 $69.950 APPRENTICE: SPRINKLER FITTER - Local 550 (Section B) Ratio Step 1 2 3 4 1:1 % 40.00 45.00 50.00 55.00 Apprentices wages shall be no less than the following steps: 1$34.74/2$37.11/3$39.48/4$41.84/5$44.21/6$46.58/7$48.95/8$51.31/9$53.68/10$56.05 STEAM BOILER OPERATOR TAMPERS, SELF-PROPELLED OR TRACTOR DRAWN TELECOMMUNICATION TECHNICIAN APPRENTICE: TELECOMMUNICATION TECHNICIAN -Local 103 Ratio Step 1 2 3 4 1:1 % 40.00 40.00 45.00 45.00 Apprentice wages shall be no less than the following: 1$37.23/2$37.23/3 $38.84/4$38.84/5$40.46/6$42.08/7$43.70/8$45.31 /9$46.93/10$48.56 TERRAZZO FINISHERS APPRENTICE: TERRAZZO FINISHER - Local 3 Marble & Tile Ratio Step 1 2 3 4 1:3 % 50.00 60.00 70.00 80.00 Apprentice wages shall be no less than the following: Step 1$49.19/2$53.74/3$58.29/4$62.84/5$67.39 TEST BORING DRILLER APPRENTICE: TEST BORING DRILLER (Laborers Foundation & Marine) Ratio Step 1 2 3 4 1:3 % 60.00 70.00 80.00 90.00 Apprentice wages shall be no less than the following: Step 1$38.58/2$41.81/3$45.04/4$48.27 TEST BORING DRILLER HELPER TEST BORING LABORER 5 6 7 8 9 10 60,00 65.00 70.00 75.00 80.00 85.00 06/01/2011 $60.940 12/01/2011 $61.560 06/01/2012 $62.120 12/01/2012 $62.740 06/01/2013 $63.510 12/01/2013 $64.290 06/01/2011 $60.940 12/01/2011 $61.560 06/01/2012 $62.120 12/01/2012 $62.740 06/01/2013 $63.510 12/01/2013 $64.290 09/01/2011 $56.640 03/01/2012 $57.010 09/01/2012 $57.540 03/01/2013 $58.090 09/01/2013 $58.620 03/01/2014 $59.180 09/01/2014 $59.690 03/01/2015 $60.240 09/01/2015 $60.980 03/01/2016 $61.720 5 6 7 8 9 10 50.00 55.00 60.00 65.00 70.00 75.00 08/01/2011 $71.940 02/01/2012 $72.930 5 90.00 Steps are 800 hrs. 06/01/2011 $51.500 12/01/2011 $52.750 06/01/2011 $50.220 12/01/2011 $51.470 06/01/2011 $50.100 12/01/2011 $51.350 This wage schedule must be posted at the work site in accordance with M.G.L. ch. 149, sec. 27 Failure of the employer to pay "prevailing wage rates," which are the "total rates" listed above, on public works projects is a violation of M.G.L. ch. 149, sec. 27. Contractors with questions about the wage rates or classifications included on the wage schedule have an affirmative obligation to inquire with DLS at www.mass.gov/dols or at 617-626-6952. Employees not receiving such rates should report the violation to the Fair Labor Division of the Office of the Attorney General, 100 Cambridge Street, Boston, MA 02108; Tel: 617-727-3465. Issue Date: 09/20/2011 Wage Request Number: 20110920-030 Page 10 of 12 THE COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT DEPARTMENT OF LABOR STANDARDS Prevailing Wage Rates DEVAL L. PATRICK As determined by the Director under the provisions of the JOANNE F. GOry DSTEIN vern Goor TIMOTHY P. MURRAY Massachusetts General Laws, Chapter 149, Sections 26 to 27H HEATHER E. ROWE Lt. Governor Director Awarding Authority: Town of North Andover Contract Number: City/Town: NORTH ANDOVER Description of Work: Overhaul/refurbish nine (9) vertical turbine pumps and eight (8) vertically mounted motors used for the production of the Town's drinking water at the Water Treatment Plant. Job Location: 420 Great Pond Road Classification Effective Dates and Total Rates APPRENTICE: TEST BORING LABORER (Laborers Foundation & Marine) Ratio Step 1 2 3 4 1'3 % 60.00 70.00 80.00 90.00 Apprentice wages shall be no less than the following: Step 1$37.74/2$40.83/3$43.92/047.01 TRACTORS/PORTABLESTEAM GENERATORS TRAILERS FOR EARTH MOVING EQUIPMENT TUNNEL WORK - COMPRESSED AIR TUNNEL WORK - COMPRESSED AIR (HAZ. WASTE) TUNNEL WORK - FREE AIR TUNNEL WORK - FREE AIR (HAZ. WASTE) VAC -HAUL WAGON DRILL OPERATOR WASTE WATER PUMP OPERATOR WATER METER INSTALLER Outside Electrical - East CABLE TECHNICIAN (Power Zone) CABLEMAN (Underground Ducts & Cables) DRIVER / GROUNDMAN CDL DRIVER / GROUNDMAN -Inexperienced (<2000 Hrs) EQUIPMENT OPERATOR (Class A CDL) EQUIPMENT OPERATOR (Class B CDL) GROUNDMAN GROUNDMAN -Inexperienced (<2000 Hrs.) JOURNEYMAN LINEMAN APPRENTICE: LINEMAN (Outside Electrical) - East Local 104 Ratio Step 1 2 3 4 1:2 % 60.00 65.00 70.00 75.00 Apprentice wages shall be no less than the following: Step 1$34.59/2$36.99/3$39.65/4$42.30/5$44.95/6$47.61/7$50.76 TELEDATA CABLE SPLICER TELEDATA LINEMAN/EQUIPMENT OPERATOR 06/01/2011 $60.940 12/01/2011 $61.560 06/01/2012 $62.120 12/01/2012 $62.740 06/01/2013 $63.510 12/01/2013 $64.290 08/01/2011 $45.890 12/01/2011 $46.550 06/01/2012 $46.850 08/01/2012 $47.200 12/01/2012 $48.230 06/01/2011 $62.930 12/01/2011 $64.180 06/01/2011 $64.930 12/01/2011 $66.180 06/01/2011 $55.000 12/01/2011 $56.250 06/01/2011 $57.000 12/01/2011 $58.250 08/01/2011 $45.310 12/01/2011 $45.970 06/01/2012 $46.270 08/01/2012 $46.620 12/01/2012 $47.650 06/01/2011 $47.000 12/01/2011 $48.250 06/01/2011 $61.290 12/01/2011 $61.920 06/01/2012 $62.490 12/01/2012 $63.110 06/01/2013 $63.890 12/01/2013 $64.670 09/01/2011 $64.540 03/01/2012 $65.340 09/01/2012 $66.590 03/01/2013 $67.840 08/29/2011 $35.310 08/29/2011 $46.110 08/29/2011 $40.830 08/29/2011 $33.050 08/29/2011 $50.110 08/29/2011 $43.340 08/29/2011 $32.550 08/29/2011 $27.790 08/29/2011 $59.620 5 6 7 80.00 85.00 90.00 07/18/2011 $32.900 07/16/2012 $33.300 07/18/2011 $31.330 07/16/2012 $31.700 This wage schedule must be posted at the work site in accordance with M.G.L. ch. 149, sec. 27 Failure of the employer to pay "prevailing wage rates," which are the "total rates" listed above, on public works projects is a violation of M.G.L. ch. 149, sec. 27. Contractors with questions about the wage rates or classifications included on the wage schedule have an affirmative obligation to inquire with DLS at www.mass.gov/dols or at 617-626-6952. Employees not receiving such rates should report the violation to the Fair Labor Division of the Office of the Attorney General, 100 Cambridge Street, Boston, MA 02108; Tel: 617-727-3465. Issue Date: 09/20/2011 Wage Request Number: 20110920-030 Page 11 of 12 THE COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT DEPARTMENT OF LABOR STANDARDS Prevailing Wage Rates DEVAL L. PATRICK As determined by the Director under the provisions of the JOANNE F. GOLDSTEIN Governor Secretary TIMOTHY P. MURRAY Massachusetts General Laws, Chapter 149, Sections 26 to 27H HEATHER E. ROWE 11. Governor Director Awarding Authority: Town of North Andover Contract Number: City/Town: NORTH ANDOVER Description of Work: Overhaul/refurbish nine (9) vertical turbine pumps and eight (8) vertically mounted motors used for the production of the Town's drinking water at the Water Treatment Plant. Job Location: 420 Great Pond Road Classification Effective Dates and Total Rates TELEDATA WIREMAN/INSTALLER/TECHNICIAN 07/18/2011 $31.330 07/16/2012 $31.700 TREE TRIMMER 02/01/2009 $19.010 This classification applies only to the trimming of branches on and around utility lines. TREE TRIMMER GROUNDMAN 02/01/2009 $17.060 This classification applies only to the trimming of branches on and around utility lines. Additional Apprentice Information: Minimum wage rates for apprentices employed on public works projects are listed above as a percentage of the pre -determined hourly wage rate established by the Commissioner under the provisions of the M.G.L. c. 149, ss. 26-27D. Apprentice ratios are established by the Division of Apprenticeship Training pursuant to M.G.L. c. 23, ss. I IE - I IL. All apprentices must be registered with the Division of Apprenticeship Training in accordance with M.G.L. c. 23, ss. 11 E-] 1L. All steps are six months (1000 hours) unless otherwise specified Ratios are expressed in allowable number of apprentices to journeymen or fraction thereof. •• Multiple ratios are listed in the comment field. •'• APP to JM; 1:1, 2:2, 2:3, 3:4, 4:4, 4:5, 4:6, 5:7, 6:7, 6:8, 6:9, 7:10, 8:10, 8:11, 8:12, 9:13, 10:13, 10:14, etc. '•"' APP to JM; I:1, 1:2, 2:3, 2:4, 3:5, 4:6, 4:7, 5:8, 6:9, 6:10, 7:11, 8:12, 8:13, 9:14, 10:15, 10:16, etc. This wage schedule must be posted at the work site in accordance with M.G.L. ch. 149, sec. 27 Failure of the employer to pay "prevailing wage rates," which are the "total rates" listed above, on public works projects is a violation of M.G.L. ch. 149, sec. 27. Contractors with questions about the wage rates or classifications included on the wage schedule have an affirmative obligation to inquire with DLS at www.mass.gov/dols or at 617-626-6952. Employees not receiving such rates should report the violation to the Fair Labor Division of the Office of the Attorney General, 100 Cambridge Street, Boston, MA 02108; Tel: 617-727-3465. Issue Date: 09/20/2011 Wage Request Number: 20110920-030 Page 12 of 12 ADDENDA #1— October 14, 2011 INVITATION FOR BIDS OVERHAUL/REFURBISH PUMPS AND MOTORS AT DRINKING WATER TREATMENT PLANT TOWN OF NORTH ANDOVER, MASSACHUSETTS `Submission Deadline and Instructions' is hereby amended: All sealed proposals must be received and registered by the Assistant Town Manager's office by Thursday, Oeta .o.. 20 2011 at 2.00ft November 10, 2011 at 2:00 p.m. ** Addenda #2 expanding the original Scope of Services will be issued no later than 2:00 p.m. on Monday, October 24, 2011. Addenda #2 will be available at www.townofnorthandover.com by clicking on `Available Bids, Quotes and Proposals' Several companies who participated in the mandatory on-site visit on October 6th have requested copies of the specification materials available to the participants. A complete copy of all of the specification materials will be mailed to the registered participants of the mandatory on-site visit on Monday, October 171H Question from a potential bidder: "Is the contractor allowed to use the overhead crane? Answer: Yes ADDENDUM #2 — October 25, 2011 INVITATION FOR BIDS OVERHAUL/REFURBISH PUMPS AND MOTORS AT DRINKING WATER TREATMENT PLANT TOWN OF NORTH ANDOVER, MASSACHUSETTS The following changes, additions and clarifications are made to the original Invitation for Bids issued on September 28, 2011: 1. Section 1. Introduction — Add the following after the first sentence of the first paragraph: "The work will also include the replacement of the variable frequency drive for Finish Water Pump No. 1." 2. Section 3. Questions, Addendum or Proposal Modification — amend the second sentence to read "All questions/inquiries must be received by close of business on Thursday, November 3, 2011 to be considered." Amend the last sentence to read "Written responses will be posted on the Town's website in `Available Bids, Quotes and Proposals" by Friday, November 4, 2011 at 2:00 p.m." 3. Section 5. General Information — Add the following after the first sentence of the first paragraph: "The variable frequency drive that will be replaced is for the 350 hp Finish Water Pump No. 1." 4. Section 6. Scope of Services. Add the following to the end of this section: E. Variable Frequency Drive for Finish Water Pump No The Contractor shall remove the existing inoperable variable frequency drive within the cabinet for Finish Water Pump No. 1, and replace it with a new variable frequency drive. The variable frequency drive shall be replaced in accordance with the requirements and specifics listed in Appendix B. 4. APPENDIX A — PRICE PROPOSAL. Replace with a new Appendix A (as attached) Town of North Andover IFB Page 1 of 6 Overhaul/Refurbish Pumps & Motors at DWTP — Addendum #2 APPENDIX A - PRICE PROPOSAL The Contract will be awarded to the responsible, responsive bidder offering the lowest price for the work to be performed. The Town is required to award the contract to the lowest responsive responsible bidder. All prices are to remain firm for the duration of the Contract. Total Lump Sum Price to furnish all labor, materials and equipment required to refurbish/overhaul nine (9) vertical turbine pumps and eight (8) vertically mounted motors, and replace the variable frequency drive for Finish Water Pump No. 1, at the Drinking Water Treatment Plant as specified: Addenda #1 and #2 are acknowledged: Business Name Business Address Business Phone Signature Fax Name of Person Authorized to sign Price Proposal Title of Person Authorized to sign Price Proposal Signature of Above Person Date Town of North Andover IFB Page 2 of 6 Overhaul/Refurbish Pumps & Motors at DWTP — Addendum #2 APPENDIX B - VARIABLE FREQUENCY DRIVE Variable Frequency Drive A. Submittals 1) Schematic diagrams 2) Interconnecting diagrams 3) Product Data a) Variable frequency drive(s) 4) Test Reports a) VFD Test b) Performance Verification Tests Endurance Test 5) Manufacturer's Field Reports a) VFD Factory Test Plan b) Factory test results 6) Operation and Maintenance Data B. Quality Assurance 1) Schematic Diagrams Show circuits and device elements for each replaceable module. Schematic diagrams of printed circuit boards are permitted to group functional assemblies as devices, provided that sufficient information is provided for Owner maintenance personnel to verify proper operation of the functional assemblies. 2) Interconnecting Diagrams Show interconnections between equipment assemblies, and external interfaces, including power and signal conductors. Include for enclosures and external devices. 3) Installation instructions Provide installation instructions issued by the manufacturer of the', equipment, including notes and recommendations, prior to shipment to the site. Provide operation instructions prior to acceptance testing. C. Warranty The complete system shall be warranted by the manufacturer for a period of one year, or the contracted period of any extended warrantee agreed upon by the contractor and the Owner, after successful completion of the acceptance test. Town of North Andover IFB Page 3 of 6 OverhauVRe furbish Pumps & Motors at DWTP — Addendum #2 D. Specification The Variable Frequency Drive shall be manufactured by Cutler -Hammer catalog number SVX40014DAK2P1 *KA. No exceptions or alternates will be accepted. E. Source Quality Control VFD Factory Test Plan: To ensure quality, each VFD shall be subject to a series of in -plant quality control inspections before approval for shipment from the manufacturer's facilities. Provide test plans and test reports. F. Motor Data 1) The AC drive shall operate the motor specified below without limitations. a) Existing Pump Motor Data - Finish Water Pump No. 1 i. Manufacturer: US Motors ii. Model: S 12S0900163R-2 iii. Frame:3006PH iv. Type: HUE V. Design: B vi. Phase:3 vii. Code: F viii. Insulation Class: F ix. Enclosure: DP X. Duty: Continuous xi. Maximum Ambient: 40 Deg. C xii. Voltage: 460 xiii. Amperage: 383 xiv. RPM: 1775 xv. Hertz: 60 xvi. NEMA Nom. Ef£: 94.8 xvii. Nominal Power Factor (PF): 83 xviii. Horse Power (HP): 350 xix. Service Factor (SF): 1.15 Basic Electrical Requirements for Variable Frequency Drive Installation A. Scope In general, electrical work shall include but not be limited to the following: 1) Provide electrical demolition work for the removal of Finish Water #1 Variable Frequency Drive from existing enclosure. Town of North Andover IFB Page 4 of 6 Overhaul/Refurbish Pumps & Motors at DWTP — Addendum k2 2) Provide in existing enclosure new Finish Water #1 Variable Frequency Drive. 3) Insulation testing of electrical conductors from Variable Frequency Drive to motor. 4) Termination of all cable and wire unless otherwise noted. This includes, but is not limited to, final termination of all control and instrumentation wiring. 5) Start up, acceptance testing test reports and training of systems operation to the Owner. B. Codes and Standards Electrical equipment, materials, installation and workmanship shall comply with all state and local building codes, safety and fire law regulations at the location of the work. C. Arc Flash Label Provide arc flash labels for all electrical equipment with operating voltages greater than 50 volt per NEC 110.16. D. Wire and Cable Markers Tag control circuit conductors at both ends and at junction box splices using wire and cable markers with identification numbers as designated on equipment wiring diagrams. Provide typed listing to identify conductors by number and use. Execution A. Field Quality Control 1) Specified products shall be tested as a system for conformance to specification requirements prior to scheduling the acceptance tests. Contractor shall conduct performance verification tests in the presence of Owner representative, observing and documenting complete compliance of the system to the specifications. Contractor shall submit a signed copy of the test results, certifying proper system operation before scheduling tests. a) VFD Test The tests shall conform to NEMA ICS 1, NEMA ICS 7, and all manufacturers' safety regulations. The Owner reserves the right to witness all tests and review any documentation. The contractor shall inform the Owner at least fourteen (14) working days prior to the dates of testing. Contractor shall provide video tapes, if available, of all training provided to the Owner Town of North Andover IFB Page 5 of 6 OverhauVRefurbish Pumps & Motors at DWTP — Addendum #2 for subsequent use in training new personnel. All training aids, texts, and expendable support material for a self-sufficient presentation shall be provided. b) Performance Verification Tests "Performance Verification Test" plan shall provide the step by step procedure required to establish formal verification of the performance of the VFD. Compliance with the specification requirements shall be verified by inspections, review of critical data, demonstrations, and tests. The Owner reserves the right to witness all tests, review data, and request other such additional inspections and repeat tests as necessary to ensure that the system and provided services conform to the stated requirements. The contractor shall inform the Owner fourteen (14) calendar days prior to the date the test is to be conducted. c) Endurance Test Immediately upon completion of the performance verification test, the endurance test shall commence. The system shall be operated at varying rates for not less than 192 consecutive hours, at an average effectiveness level of .9998, to demonstrate proper functioning of the complete PCS. Continue the test on a day-to-day basis until performance standard is met. During the endurance test, the contractor shall not be allowed in the building. The system shall respond as designed. B. Demonstration 1) Training Coordinate training requirements with the Owner. Provide the services of competent instructors who will give full instruction to designated personnel in operation, maintenance, calibration, configuration, and programming of the complete control system. Orient the training specifically to the system installed. Instructors shall be thoroughly familiar with the subject matter they are to teach. Town of North Andover IFB Page 6 of 6 Overhaul/Refurbish Pumps & Motors at DWTP — Addendum #2 ADDENDA #3 — November 4, 2011 INVITATION FOR BIDS OVERHAUL/REFURBISH PUMPS AND MOTORS AT DRINKING WATER TREATMENT PLANT TOWN OF NORTH ANDOVER, MASSACHUSETTS The following changes, additions and clarifications are made to the original Invitation for Bids: Questions: Question 1. Provide pictures of the Existing VFD that needs to be replaced, including access to and from the VFD room. Answer: Pictures are attached as Appendix C. Question 2. Provide existing enclosure dimension for VFD #1? Answer: The existing enclosure is an oversized NEMA 1 Cutler Hammer enclosure. Question 3. Is there enough space in the existing enclosure to handle the new VFD? Answer: The specified drive unit is a replacement for the existing drive. Question 4. You have provide a catalog number from Cutler Hammer, Is there any more information that can be supplied? Answer: No additional information is being supplied. Question 5. Who is responsible for the Instrumentation tie in of the new VFD? Answer: The Contractor is responsible for the instrumentation tie in at the replacement drive. Question 6. Do we assume that all wiring will match up with the new VFD and no wire needs to be replaced? Answer: Yes. Question 7. Should the new VFD be Variable or Constant torque? Answer: The drive shall be purchased based on the catalogue number in the specifications, which indicates that it is constant torque. Town of North Andover IFB Page I of 2 Overhaul/Refurbish Pumps & Motors at DWTP APPENDIX C PHOTOS OF FINISH WATER PUMP NO. l VFD CABINETS Town of North Andover lFB Page 2 of 2 Overbul/Refurbish Pumps & Motors at DWTP Santilli, Ray From: Briggs, Jeff [JBriggs@Rhwhite.com] Sent: Tuesday, November 01, 20119:34 AM To: Santilli, Ray Cc: Thibodeau, Bruce; Hmurciak, Linda; Larry Harris Subject: RE: Addendum #2 - Overhaul/Refurbish Pumps & Motors at DWTP Ray You have added work to the bid thru the addendum with the replacement of the VFD and you will not let us view it? Doesn't seem right, as this work was NOT addressed at the mandatory prebid which RHW did attend. Please provide answer to the following questions. 1. Provide pictures of the Existing VFD that needs to be replaced, including access to and from the VFD room. 2. Provide existing enclosure dimension for VFD #1? 3. Is there enough space in the existing enclosure to handle the new VFD? 4. You have provide a catalog number from Cutler Hammer, Is there any more information that can be supplied? 5. Who is responsible for the Instrumentation tie in of the new VFD? 6. Do we assume that all wiring will match up with the new VFD and no wire needs to be replaced? 7. Should the new VFD be Variable or Constant torque? -Jeff Jeffrey Briggs R.H. White Construction Co., Inc. Project Manager 41 Central Street I Auburn, MA 01501 508-832-3295 phonel508-926-4458 fax jbriggs@rhwhite.com I www.rhwhite.com From: Santilli, Ray[mailto:rsantillCa)townofnorthandover.com] Sent: Monday, October 31, 20114:23 PM To: Briggs, Jeff Cc: Thibodeau, Bruce; Hmurciak, Linda Subject: RE: Addendum #2 - Overhaul/Refurbish Pumps & Motors at DWTP There will be no additional site visits approved to the Water Treatment Plant. All of the specific information, etc has been sent to the companies that attended the initial mandatory site visit. J%a# Santo Assistant Town Manager Town of North Andover From: Briggs, Jeff fmailto:JBriggs(�i)Rhwhite.com] Sent: Wednesday, October 26, 20114:08 PM To: Santilli, Ray Cc: Larry Harris Subject: RE: Addendum #2 - Overhaul/Refurbish Pumps & Motors at DWTP Hi Ray s � li Is it possible to schedule another site visit, my electrician would like to like at the VFD. Please 'let me know who we should contact. Thanks Best Regards -Jeff Jeffrey Briggs R.H. White Construction Co., Inc. Project Manager 41 Central Street I Auburn, MA 01501 508-832-3295 phone508-926-4458 fax jbriggs@rhwhite.com www.rhwhite.com From: Santilli, Ray jmaiIto: rsantilICatownofnorthandover.com] Sent: Wednesday, October 26, 201111:34 AM To: 'Don Atkinson'; 'Smith, Sally'; 'mraymond@methuenconstruction.com'; 'hievans@laynechristensen.com'; 'jmaher@maherserv.com'; Briggs, Jeff; 'mvotto@waterlinesvc.com'; 'rmcdonough@msipump.com'; 'steven @sch u lelectric. com' Cc: Thibodeau, Bruce; Hmurciak, Linda Subject: Addendum #2 - Overhaul/Refurbish Pumps & Motors at DWTP 944 Sant Assistant Town Manager Town of North Andover Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/pre/preidx.htm, Please consider the environment before printing this email. Santilli, Ray From: Don Atkinson [datkinson@lydonco.com] Sent: Wednesday, October 12, 2011 1:40 PM To: Santilli, Ray Subject: Overhaul/Refurbish Pumps Ray, In attending the walk-through for the Overhaul/Refurbishment of Pumps & Motors —Town of N. Andover DWTP, I had taken the information off the identification tags on the pumps. I realize that additional detailed information was provided at the time, but I thought the tag information would have been sufficient. I am hoping to be able to access the site again. If this option is not available to me, I'm hoping that you can forward all pertinent information regarding the pumps by e-mail. If you have any questions, please do not hesitate to call me at 617-839-7895. Thank you in advance, Don Atkinson Information from ESET NOD32 Antivirus, version of virus signature database 6538 (20111012) The message was checked by ESET NOD32 Antivirus. http://www.eset.com Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/pre/preidx.htm. Please consider the environment before printing this email. Santilli, Ray From: Briggs, Jeff [JBriggs@Rhwhite.com] Sent: Tuesday, October 11, 2011 11:17 AM To: Santilli, Ray Subject: Overhaul Refurbish Pumps Questions -Ray Question pertaining to the bid at the water plant. 1. Please provide specification sheets regarding the Motor, pump and material for each type of pump that is needed to be rebuilt? This information is necessary to make sure the right parts are carried in our bid. 2. Is the contractor allowed to use the overhead crane? Best Regards -Jeff 3effrey Briggs R.H. White Construction Co., Inc. Project Manager 41 Central Street I Auburn, MA 01501 508-832-3295 phone508-926-4458 fax jbriggs@rhwhite.com www.rhwhite.com Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please referto: hftp://www.sec.state.ma.us/ore/preidx.htm. Please consider the environment before printing this email. E Wsm IAM as Clz_n 0 NZI 0 0 ZB LLJ 6 1 z z 6 Z JAI Z cu SDI -m;- � hb C) LLJ Legal Ad for Eagle -Tribune The Town of North Andover is soliciting bids from qualified companies to overhaul/refurbish nine (9) turbine pumps and eight (8) vertically mounted motors used for the production of the Town's drinking water at the Water Treatment Plant. Qualified companies are requested to submit bids to the Assistant Town Manager at North Andover Town Hall, 120 Main Street, North Andover, MA, in accordance with the instructions contained within the Invitation for Bids (IFB). The complete IFB is available on the Town website (www.townofnorthandover.com) under "Available Bids, Quotes and Proposals". The Town will only accept proposals delivered in person or by mail. All proposals must be received by 2:00 p.m. on October 20, 2011 to be considered. The Town of North Andover may cancel this IFB or reject in whole or in part any and all proposals, if they determine that cancellation or rejection serves the best interest of the Town of North Andover. Santilli, Ray From: REGS@sec. state. ma. us Sent: Tuesday, September 20, 2011 12:54 PM To: Santilli, Ray Subject: Publish Date Assigned for General Contracts A publish date of 9/28/11 has been assigned to your General Contracts submission with description of: North Andover WTP - Overhaul/refurbish nine vertical turbine pumps and eight vertically mounted motors used for the production of the Town's drinking water at the Water Treatment Plant. Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/pre/preidx.htm. Please consider the environment before printing this email. SPR Central Register General Contract Submit Confirmation State Publications ons and Regulations William Francis Galvin, Secretary of the Commonwealth Page 1 of 2 .. The following General Contract submission was successfully received. Planned date of publish is 9/28/2011 Awarding Agency Agency Name and Address: Town of North Andover 120 Main Street North Andover, MA 01845 Project Number: Estimated Cost: IF Contractor Qualification: Required for DCAM contracts over $100,000, Massachusetts Highway contracts over $50,000. Contact Information Name: —I Ray Santilli, Assistant Town Manager Phone: 978-688-9516 Fax 978-688-9556 Email Address: rsantillina,townofnorthandover.com Notify email address listed when final publish date assigned. Project: Plans/Specifications Available: Place, date and time General Bid Deadline*: Sub Bid Deadline: Contract Information North Andover WTP - Overhaul/refurbish nine (9) vertical turbine pumps and eight (8) vertically mounted motors used for the production of the Town's drinking water at the Water Treatment Plant. The complete Invitation for Bids document will be available at www.townofnorthandover.com by clicking on 'Available Bids, Quotes and Proposals' on Wednesday, September 28, 2011 at 11.00a 10/20/2011 Time 2:00 P.M. Time Sub Bid Categories: Additional Information http://www.sec.state.ma.us/sprpublicforms/GC SubmitConfirmation. aspx?ID=701 5 0 9/20/2011 Request Official Wage Schedule Confirmation Page 1 of 2 Your request for an Official Prevailing Wage Schedule has been successfully received and is being processed by DOS. The schedule will be emailed to the email address provided in your request. Please note the wage request number 20110920-030 for future inquires. Request another official Wage Schedule http://prevailingwage.detma.org/WageRequest.aspx?wr=121 &AspxAutoDetectCookieSup... 9/20/2011 V Is INTEROFFICE MEMORANDUM DATE: 8-12-11 TO: Ray Santilli, Procurement Officer FROM: Linda Hmurciak, Supt., Drinking WTP CC: Bruce Thibodeau, DPW Director RE: Refurbishment of Major Pumping Machinery at the DWTP The major pumping machinery located at the Drinking Water Treatment Plant is now over 20 years old and starting to show signs of wear -and -tear. As the Superintendent of the Town's Drinking Water Treatment Plant, I am requesting that the town go out to bid for the work of refurbishing the major machinery (pumps & motors) located at the Drinking Water Treatment Plant and the Low Lift Pumping Station both at 420 Great Pond Road. We believe that we should start refurbishing all the major pumps and motors as soon as possible before the situation becomes a serious problem. This can be done during our slow season of October to March when minimal disruption to our pumping capabilities will occur. We will target all pumps and motors attached to the emergency generator first so that we are ready for the winter storm power -outs. Attached you will find the IFB information, including scope of work, that needs to be done to nine (9) vertical turbine pumps and eight (8) of their motors used in the production of the town's drinking water: • Four (4) Peabody Floway Pumps (Finished Water) and Three (3) 350 horsepower U.S. Motors • Two (2) Peabody Floway Pumps (Raw Water) and two (2) 70 horsepower U.S. Motors • Two (2) Peabody Floway Pumps (Raw Water) and two (2) 40 horsepower U.S. Motors • One (1) Peabody Floway Pump (Filter Backwash) and one (1) 200 horsepower G.E. Motor (The other back wash pump and motor was done almost two years ago after breaking down during use along with one 350 hp FW motor.) We are speculating that the total cost of doing the pump and motor will be approximately $250,000.00 which will include removal and re -installation. (For reference, the purchase and installation of one new pump and motor is approximately $85,000.00.). I believe it would be a lump sum bid for all the work. The money for this project(s) is readily available through Capital Improvement Plan funding under Water System Improvements. Invitation for Bid North Andover Water Department Pump and Motor Refurbishment The Town of North Andover is seeking bids for the work of overhauling nine (9) vertical turbine pumps and eight (8) vertically mounted motors used for the production of the Town's drinking water. The pumps involved are two (2) 70 horsepower (hp) and two (2) 40 hp low lift pumps (raw water pumps), four (4) 350 hp high lift pumps (finish water pumps), and one (1) 200 hp filter backwash pump. The motors involved in this invitation for bid energizes all the aforementioned pumps. INTRODUCTION Contractors interested in submitting a bid should visit the North Andover Drinking Water Treatment Facility and tour the areas where the pumps and motors are mounted, and while there, inspect and review the machinery specifications involved. This mandatory site visit will be held on <insert date and time> at the North Andover Drinking Water Treatment Facility located at 420 Great Pond Road in North Andover, MA. As-builts, specifications, electrical and other pertinent information will be made available for review by the bidders during the site visit. The awarding contractors can only remove a specific number of machinery at any given time and must guarantee their return in a certain period of time to allow treatment plant operations to continue without interruption or failure. (Approximate schedule is attached.) All work must be coordinated between the town's representative and the winning bidder(s). SCOPE OF SERVICES PUMPS —Vertical, Multi Column -Multi Stage The contractor will be required to review pump plans, drawings and specifications to determine proper number of pump columns and bowls to remove, as well as quantity and type of couplings, bushings, packing, gaskets, hardware, bearings and shafts, and any other associated parts, to be replace in accordance with the pump manufacturer's specifications for each pump style. The Contractor shall provide a credit to the Town for not furnishing and installing new shafts (or any other parts) if the existing shafts (parts) should be found to be reusable, after inspection and approval by the Town's representative. The contractor shall provide a cost breakdown per pump for the following work: r it • Contractor shall furnish and install new solid stainless steel shafts to replace the existing deteriorated shafts as necessary and as approved by the Town. If shafts cannot be purchased as a stock item, the Contractor shall manufacture new shafts in accordance with the manufacturer's specifications. Plus, • Furnish and install new steel couplings; • Furnish and install new bronze centering bushings with rubber inserts; • Furnish and install new bronze bushings with rubber inserts for bell; • Furnish and install new bronze top section bushing; • Furnish and install new packing; • Furnish and install new 316 grade stainless steel bolts and nuts connecting pump bowls and columns; • Furnish and install new gaskets; • Pump bowls to be removed and reconditioned; • Reinstall rebuilt pump(s), motor(s) and test same for proper balance, rotation, vibration and operation. At minimum the rebuilt machinery should match the capacity ratings as if it was new. MOTORS The contractor shall provide a cost breakdown per motor for the following work: • The Contractor (sub -contractor) shall remove the vertically mounted motors, deliver, pick up and set them back on their appropriate pump mounts at the Water Treatment Plant /Low Lift Pump Station. • The Contractor (sub -contractor) shall be expected to coordinate delivery and return of these motors, and shall schedule this work in a timely manner so not to prevent delays of the overall project. Successful completion of the overall project is dependent upon cooperation of all parties involved. Interference and delay resulting from lack of cooperation by all parties shall not be a basis for claims against the Town. 11 • The Contractor (sub -contractor) shall inspect for wear on the motor rotors, windings, stators, shafts and wiring, and submit a written report of the inspection findings with recommendations for repair and costs, if needed. • At a minimum, all bearings, seals, oil and grease shall be replaced by the Contractor with the proper manufacturer recommended parts. • Contractor shall clean, oven dry & coat motors. ELECTRICAL Contractor(s) shall work with the Water Treatment Plant representative(s) to lock -out and tag - out power supplies (motor control centers, circuit breakers, etc.) from a minimum of two separate locations. Contractor shall disconnect electrical wiring to machinery and make safe to prevent electric shock and arc flashing. Prior connecting overhauled motors to their appropriate pump shafts they shall be tested for proper rotation and amperage. Amperage tests shall be conducted once again while motors operate under a maximum load. The refurbished electric motor tests for the stator winding resistive imbalance and stator winding insulation resistance checks (Meg -Ohms check) shall be conducted to assure proper operation. VIBRATON ANALYSIS AND BALANCING The overhauled motors and pumps shall be tested for vibration. The contractor(s) shall be responsible to hire a professional outside company well experienced in this field. The contractor shall be responsible for the proper adjustment and balancing of this machinery based on the findings and recommendations from the vibration analysis report. DOCUMENTATION All original reports and written documentation shall become property of the Town. LMH 8-12-11 SCHEDULES (These dates are approximate. Dates to be finalized once contract is awarded.) Monday, October 3, 2011, Begin removal of #4 Finish Water, #4 Raw Water & #1 Backwash Pumps (All on the emergency generator.) Monday, November 7, 2011, Begin reinstalling #4 Finish Water, #4 Raw Water & #1 Backwash Pumps Monday, November 14, 2011 Begin removal #3 Finish Water and #3 Raw Water Pumps (Both on the Emergency Generator.) Monday, December 12, 2011, Begin reinstalling #3 Finished and #3 Raw Water Pumps Monday, December 19, 2011, Begin removal #2 Finished and #2 Raw Water Pumps Monday, January 23, 2012, Begin reinstalling #2 Finished and #2 Raw Water Pumps Monday, January 30, 2012, Begin removal #1 Finished and #1 Raw Water Pumps Monday, February, 27, 2012, Begin reinstalling #1 Finished and #1 Raw Water Pumps www.eagletribune.com EppinK I R.=.ylrwnd t � I J 701 Alit.rn •: .'�' Exact Carriage Towne News THE EAGLE -TRIBUNE Thursday, September 29, 2011 17 FT� C13NNEC:MrICIN Sandowi , ® Camille 47.172 WEEKLY READERS ° 2L Reach almost 350 000 reader � just one call to THURSDAY /FRIDAY READERS 1 *---11x1 East �` ' /' `Kingxton .rtchfield, ,J�� '�x A'l:k�n FLa-hw -.;• titer mace` .� Daily News WEEKWFMADERS �. Nl1-1-M j' wit •" `.- I ,q szl.,.a fi..leth�:'I New6ur) J� Newbury The Eagle -Tribune ,� F.- hat �r,..,�., •s / 1142,666 y READERS �- _���777 SIMV READERS l'� Bch w', 0TuPsfwJd J �, The Haverhill Gazette ?la \ { t amiN.on r Essex 24,2_% �� Wenham - J WEEKLY READERS _ ✓. Middleton -� The Satem News ' Town Crossings e F 95.150 p (HDrtit Artdwtt a 6orNld) /^" � es"I'l'r WEEKDAY' READERS 14,688 WEEKLYREADERS b tynnrNd �, Andover Townsman FF bo:ry , 23,124 w /Salem �� WEEKLY READERS " Monday through Friday 8 a.m. to 6 p.m. • Saturday 8 a.m. to 2 p.m. ON-LINE FAX ClassConnNorthsscom 1-877-927-9400 Rcek x rt Gill oceit r ____ _ �,Gloucester Daily Times 28 726 ®® y� larWEEKDAYRE16XiM La A }L;CATi. t�In Y� r, DAILIES Ae �� Monday ........2 p.m. Saturday Friday ......3 p.m. Thursday Tuesday .......6 p.m. Monday Saturday .... 2 p.m. Friday Wednesday .....6 p.m. Tuesday Sunday .....5 p.m. Friday Thursday .......6 p.m. Wednesday CARRIAGE TOWNE NEWS 5PM THURSDAY, ANDOVER TOWNSMAN, DERRY NEWS, HAVERHILL GAZETTE SPM TUESDAY Cancellation/change deadlines: same as publication deadlines Pollcba/ad)uatmersts. Advertisers must check insertions and report errors immediately. Billing adjustrnentsare VERY BUSY Company needs - Brokers/Agents painted, new carpets and tap- ****Commercial**-' KATHLEEN made for only one incorrect insertion and then only for the incorrect portion. We are not responsible for failure to "And Residential" CLAYPOOL connected.Get resuItSITM publish and reserve the right to reject, edit or cancel any ad. Ads are sweet to credit approval unless paid for 603-432.54534181SOLD I LOVE TO SELL HOUSES TACHE RE WeSUMMMMiERVIEW Call prior to pub5cat!on. 978.894.2111oroeemailamett (978) 745-2004 REAL ESTATE, LLC kothleen.clo- Place aahhapppy ad in this section to wish a special someone a Happy Birthday, Anniversary, Retirement, Thinking of You, or Just Wish Them a Nice Day. Only $1.01) per line per day (5 line minimum)!!! Call today The Classified Connection BDD-927-9200 BECOME AN EMT with McNeilly EMS: EMT Basic Classes start - Jan 3 & Jan 7 in Peabody, W 97&27&3308 www.mcneillYems.com DRUM & GUITAR LESSONS at your home. Degree from Berklee. 19 yrs. Teaching experience 603-498-3819 www. iohnmedeirosir.net G/C BUILDER'S LICENSE COURSE Register by 9/27 for Danvers, Lowell, Haverhill, MA 1-888MIS207 www.StateCertification.com TIME FOR A NEW CAREER? Start training as a R -HVAC Technician or Electrician! Call Now! 800.983.8644 dept. 934 Kaplan Career Institute Charlestown Campus 570 Rutherford Avenue Charlestown, MA 02129 Information about programs at www.kci-charlestown.com FOUND - adult female cat, Tortoise shell at the Heights at Cape Ann. Call (978) 283-6055 FOUND CAT Beverly High School area, Beverly, MA orange /White young male, friendly, now at Barash Vet- erinary 978-531-8713; 918-921.1915. LEGAL NOTICEI LEGAL NOTICE COMMONWEALTH OF MASSACHUSETTS THE TRIAL COURT PROBATE AND FAMILY COURT Essex Probate and Family Court 36 Federal Street Salem, MA 01970 Docket No. ES1IP1151GID CITATION GIVING NOTICE OF PETITION FOR APPOINTMENT OF GUARDIAN FOR IN- CAPACITATED PERSON PURSUANT TO G.L. c. 1908, §5-304 In the matter of: Milan A Guzman Jr. RESPONDENT Alleged Incapacitated Person Of: Lawrence, MA To the named Respondent and all other inter- ested persons, a petition has been filed by Ofelia Guzman of Lawrence, MA in the above captioned matter alleging that Mi- lan A Guzman Jr. is in need of a Guardian and requesting that Ofelia Guzman of Lawrence, MA (or some other suitable person) be appointed as Guardian to serve Without Surety on the bond. The petition asks the court to determine that the Respondent is incapacitated, that the appointment of a Guardian is necessary, and that the proposed Guardian is appropriate. The petition is on file with this court and may contain a request for certain specific authority. You have the right to object to this proceed- ing. If you wish to do so, you or your attorney must file a written appearance at this court on or before 10:00 A.M. on the return date of 10/12/2011. This day is NOT a hearing date, but a deadline date by which you have to file the written appearance if you object to the petition. If you fail to file the writ- ten appearance by the return date, action may be taken in this matter without further notice to you. In addition to filing the written appearance, you or your attorney must file a written affidavit stating the specific facts and grounds of your objection within 30 days after the return date. IMPORTANT NOTICE The outcome of this proceeding may limit or completely take away the above-named per- son's right to make decisions about personal affairs or financial affairs or both. The above- named person has the right to ask for a law- yer. Anyone may make this request on behalf of the above-named person. If the above-named person cannot afford a lawyer, one may be ap- pointed at State expense. WITNESS, Hon. Mary Anne Sahagian, First Justice of this Court. Date: September 09, 2011 Pamela Casey O'Brien Register of Probate ET - 9/29/11 FOUND DOG male puppy Pom, Pumping Station Rd., Peabody, Sunday Sept. 18, Call To describe, 918- 531.3149. FOUND Jack Russell Terrier, in Methuen MA, Suncoy 9/15, female. Call Granite State Dog Recovery to identify 508441-3500 FOUND Rosary Beads in case found at East Derry, NH post office. Call (603) 432.9404 LOST - 7 week on yellow cockatiel, Webster St., area Haverhill, MA 9/16. Answers to "Sonny". If found please call (941) 662.6861 (ce8) LOST CAMERA: Rockport Bear Skin Neck Wed. Sept 21st. Cannon Power Shot SX20D rose color, Reward Call 970-355-9238 (cell) LOST CAT: Londonderry NH Missing since September IO.Tiger, brown with black stripes,short fur. 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Boxford, Mo 10 room Cope on 2 acres, private site, four bedrooms; stone patio, brick fireplace, oak floors, formal livingroom, 2.5 bathrooms, garage. $38 AW Call Pat 978-502.4782 RIVER VALLEY RE Boxford, Ma 10 room Cape on 2 acres, private site, four bedrooms, stone patio, brick fireplace, oak floors, formal livingroom, 2.5 bathrooms, garage. $385,000 Call Pat 978.502.4782 RIVER VALLEY RE Boxford, Mo 10 room Cape on 2 acres, private site, four bedrooms, stone patio, brick fireplace, oak floors, formal livingroom, 2.5 bathrooms, garage. $385,000 Call Pat . 978-502.4782 RIVER VALLEY RE Boxford, Ma 10 room Cape on 2 acres, private site, four bedrooms, stone patio, brick fireplace, oak floors, formal livingroom, 2.5 bathrooms, garage. $MAX Call Pat 978-502.4782 RIVER VALLEY RE Boxford, MA - Unique home on end of cul-de-sac, mature plantings, large windows, skylight, open floor plan, var- ying ceiling heights sun drench every room. $599AM Rick Petralia (978) 239.6207 J Barrett Realty DANVERS, MA - 4 bedroom colonial sits on large lot of land with river views. De- tached heated garage with office space. 5229,000 TACHE RE (978) 7452004 am &WM DID THIS AD catch your eye? Why not put a bold headline in your ad to catch attention? Call our Classified Dept. today, 978.946.2300. Gloucester,MA - gambrel co- lonial newer roof, quality windows and exterior cedar shingles. single4evel living with expansive second floor, NewB Title V system. 318,000 Rick Petralia (978) 2394207 J Barrett Realty GLOUCESTER, MA - Spa- cious 4 bed colonial, unique timeless tame with spacious Yard, wood floors, updates needed but worth it. $339K KATHLEEN CLAYPOOL Caldwell Banker 978484-2111 Directline HAMILTON, MA - I Mile to Train! Picture perfect YJ bedroom tame with garage and Yard on dead-end. Don't Miss This one! $299,900 Kathleen Claypool Caldwell Banker 978.884.2111 Direct line The Deadline for all Classified Line and Display Ads has been changed for the following publications and dates: Eagle -Tribune, The Salem News The Daily News of Newburyport and the Gloucester Daily 7Ymes DISPLAY ADS Run Date: FRIDAY, SEPT. 30 Deadline: Tuesday, Sept. 27 at 5 p.m. Run Date: SATURDAY, OCTOBER 1 Deadline: Wednesday, Sept. 28 at 12 noon Run Date: SUNDAY, OCTOBER 2 Deadline: Thursday, Sept. 29 at 12 noon LINE ADS Run Date: FRIDAY, SEPT. 30 Deadline: Wednesday at 6 p.m. Run Date: SAT. AND/OR SUN., OCE I & OCT. 2 Deadline: Thursday at 6 p.m. PLEASE SCHEDULE YOUR ADVERTISING -EARLY Classified Advertising • 978-946-2300 Hamilton, MA - 5 room, 2 bed- room cape in quiet neighbor- hood on large corner lot with 1 car detached garage. Close to tow $154,900 TACHE RE (978) 745.2004 Haverhill, MA - Gambrel style home with log exterior on 4.7 acres of wooded land. Deck, wood stove, game room, spa. S350A00 TACHE RE (978) 7452004 IPSWICH, MA - Wonderful lo- cation with quaint country feel in this 7 room, 3 bed- room colonial with open floor plan, deck, porch. $279,900 TACHE RE (978) 7452004 KINGSTON, NH WATER FRONT Renovated open con- cept 2 bedroom, lower level to own private dock $199,900. Up Front Realty 603.548-5272 LAWRENCE, MA 4 bedroom, 2 bath. Beautifully refinished hardwood, updated galley kitchen, formal dining room with built-ins & fireplace, large living room. $264,900. KSRJ'Signature Realty Group, 603-819-4844. LAWRENCE SO., MA Adorable Cape MT. Vernon area, great starter home. 2 bedroom, I both, I car garage, sunny 3 season room. Priced to sell at $139,900. Call Susan, Sirois, 60489-3683. BH&G Masiello Group, 603.4342374. MALDEN, MA - Two family with good size rooms. Very convenient to highways. Small yard, laundry hook-up, parking. $229,900 TACHE RE (978) 7452004 METHUEN,MA The Reserve at Merrimack Valley Golf Course Please come back & visit with us at the furnished model. Open daily 12-4. Two new home styles for your re- view. Beautiful 'Single Story Home,' Lovely lst floor mas- ter with bedroom & loft up. Luxury specs, energy star, gated, maintenance. Prices Starting at 54989,900. $10,000 builder incentive. Buy at the Reserve & receive 1 year of free golf at MVGC. Directions: Off Howe Street at golf course. Janet McLennan Century 21 McLennan & Co. 978.604-0361 NEWBURY, MA Colonial with granite in kitchen, huge living room with fireplace, central air, hardwood floors, 4 bedrooms, large yard. New Price $379,000 Call Joanie Purinton 978.4624898 RIVER VALLEY RE Newburyport, Ma Single family 6 room home. Wolk to park, quite one-way street. Antique home with many up- dates, new paint and cute yard. $284AM Call Joanie 978-462-6898 RIVER VALLEY RE NEWTON, NH: 3 bedroom Raised Ranch single level living. Newer sunroom, above ground pool, large yard with gardens! Mostly fnished basement. $199,500. CLASSIC HOMES RE 603-382-M PEABODY, MA - Cute cape on spacious fenced lot. 1 car detached garage, storage sh^d, located on Soleni abody line. $194,900 TACHE RE (918) 7452004 PLAISTOW, NH Fireplaced INingroom, dining room built -hs, galley kitchen, hardwood foors, 3 bedrooms, unfinished 3 x 30 addition, many possi- bilities! $199,900.603.382-M Classic Homes RE ROCKPORT, MA - Antique cape with garage and park- ing. Village setting. 3 beds, 2 baths near village. Endless Possibilities. $300's Kathleen Claypool Caldwell Banker 978.884.2111 Directline Salisbury, Mo Expanded Ranch, refinished oak floors, brick fireplace, garage, AC, 3 season porch & usable lower level.. Customer cabinets. Expansive yard. $264.900........ Call Pat 978-502.4782 RIVER VALLEY RE SANDOWN, NH Cape Style home set back off the road featuring 4 bedrooms, 2 full baths, newer roof & furnace. family room with gas fire. place & cathedral ceiling. 5254,90D. KSRJ Signature Realty Group, 603-819-4844. SUDBURY, MA- Spacious 8 room, 3 bedroom colonial with 2 car garage, mal cent kitchen, large lot, loft, cathedral ceiling. $550,000 TACHE RE (978) 7452004 DERRY,NH Kendall Pond Community NEW -14x60 2 bedroom, 2 bath Long Deck -$59,900 NEW HOME 28x52 3 bedroom, 2 baths/ deck Great Location $94,900 A must see! Financing available. CALL 603-479.3194 strNHIK: ImodDiet irtS�o ge RI€h ceniroleAC ontlugarages Raroncept�1W0 RE 603-3329--6733 I SALEM, NH Brookwood Pork, like new 12 bed- room with bath, new applian- ces, freshly painted, new flooring, $49,000. Salem Manufactured Homes 6M4%2144 4 GTERUN IMMEDIATE OCCUPANCY Country Condo living at it's best! Each of these 4 unit buildings is located on an 8 acre cul-de-sac lot in Dan- ville, NH within easy com- muting distance to Law- rence, Haverhill, Salem & Derry. These unique designs have no common living walls for maximum privacy & are attached only by the 2 car garages on each unit. Fire - placed living room, open con- cept country kitchens, sliders to private deck & yard, full basement, gas heat & numer- ous custom upgrades! 'Low Real Estate Taxes!* From $189,900 to $194,900 3% Builder's Credit toward Closing Costs! "Low Condo Fees!'•':• Webber Assoc. 603-432-5148 Q N MODEL NOW OPEN FURNISHED I 15T.11 I M Country Condo living at it's Best! Each of these 4 unit buildings is located on an 8 acre cul-de-sac lot in Dan- ville, NH within easy com- muting distance To Law- rence, Haverhill, Salem & Derry. These unique designs have no common living walls for maximum privacy & are attached only by the 2 car garages on each unit. Fea- tures include Fireplaced liv- ing room, open- concept kitchen, with raised counter, cathedral ceilings, private deck & yard, full basement, gas heat & numerous custom upgrades to choose from. Several financing plans available! LOW Purchase Price ! LOW Real Estate Taxes! LOW Condo Fees! W A`u00er rsrooc. 603-432-5148 t.Auction 5,2011 at 10ani in Faillield"NIF Preview: Friday, Saturday, Sunday, Monday, 10 am to 5 pm. and 8-10 days of sale. Ilse most significant firearm auction in the world takes place twice a year in Fairfield, Maine. Our fall auction once again includes an extraordinary array of rare, historic, and valuable firearms. Extraordin y Colts incl. a Walker, a pinch frame, the finest Rimfire known, one of only two triplet engraved cased Colts, a Paterson with additional extra long bbl - the only one knovi , Colt Gatling guns and much, much more. Winchesters incl Model 66 gift by W.W. Winchester, Oliver Winchester's son, one of the only ones known gifted by his son; and imp engr, gold -inlaid M86 and numerous others; rare Volcanos; spectacul4r Kermcky rifles include two of the finest known. Rare historic items incle a Kerr revolver fnm Jefferson Davis'guard; Butch Cassidy's Colr; Sgt. Alvin Yorks target rifle; a sword presented to George Washington's fust Military Secretary. Extraordinary shotguns and sporting rifles incl Joe DiMaggio s Model 21; the renowned Ned Schwing Collection; the finest selection of small bore shotguns to ever come at auction; a rare Purdey from Joe Knapp's Hunt Club; an extraordinarily rare Merkel 3 -bbl set presented to Heinrich Himmler; extraordinary Parkers, Winchesters, Purdeys, Holland & Holland, Westlef Richards; and much more. Spectacular offering of Class III weapons incl the extraordinarily imp and historic AR -15 "coconut rifle". Military arms incl fine selection of Lugers, rare and imp US Shooting Team rifles; Pedersen device; rare Sharps; imp Marlins; fine selection of Civil War; historic Rev War objects; dueling pistols; imp swords; an extremely important toll of ephemera incl photographs and artifacts of troopers fron Custer's 7th Cavalry, many KIA at Little Big Horn; rare, painted buffalo robe. Important paintings include rare oil on wood byThoms Birch of the USS Constitution and HMS Guerriere; Phillip Goodwin sporting painting used in 1921 Peter's Calendar•, firearms advertising signs; the selection goes on and on. Catalogs are $39 each or $75 for both NOTE: The Poulin Auction Company (approx. 50 yards away) will be offering 1,500 firearms just before our auction on Oct. 2 & 3. Rare &, imp. historic OOP of the battle between the USS Constitution vs The Guerri2 a by Thomas Birch (1779-1851). He resided in Philadelphia and became the earliest muine painter specialist in America. The painting was re -discovered in the 1960s by Kennedy Galleries and is an the Smithsonian Checklist. A Superb Pair of Boss Best Sidelock 20ga game guns in Pristine Cond. Part of a Superb ofrerinu of Fine Soon ino nuns HAVERHLL, MA -Freshly VERY BUSY Company needs - Brokers/Agents painted, new carpets and tap- ****Commercial**-' KATHLEEN plionces make for on easy "And Residential" CLAYPOOL transition into your new 2 *Agents Mass and NH' Caldwell Banker bedroom townhouse. $130,000 603-432.54534181SOLD I LOVE TO SELL HOUSES TACHE RE WeSUMMMMiERVIEW Call 978.894.2111oroeemailamett (978) 745-2004 REAL ESTATE, LLC kothleen.clo- Ypoolgnemoves.com LYNN,MA- Oceanfront single level living at Seaport , , • LICENSED NH &/or MA Landing. Open concept with in -unit laundry, central air, AGENTS WANTED! Gener- NH MULTI ANVESTMENT ous commission splits, no Parking. $250,000 7 Units, mixed use...... $464,000 franchise or desk fees, etc. Strip Center 14 Units 51,095,000 TACHE RE Call Karen Riddle LoPilato 13 Unit Office Bldg ....... $619,000 confidentially! 603-5S3-4334. (978) 745-2004 8 Unit Apartment Bq $424,000 CLASSIC HOMES RE 7 Units, hardwood ..%74,0W 603 -M -0,W Summerview RE STONEHAM,MA- Large 2 level condo with great space. 603 -432 -5453/881 -SOLD 2 car Tandem parking. Good www.srere.com location and good size rooms. $148,410 - TACHE REal It (978) 7452004 HELP We Need Properties! Houses, Land, Retail, Rentals Commercial, Residential Warehouses, Condos, Offices METHUEN MA 1 bedroom Gloucester MA -Desirable 603.432.5OUISOLD apartment in great location, neighborhood, mature vege- Web: www.sresre.com new carpets. $800 includes tation, quiet road, deeded ac- SUMMERVIEW heat, parking. 617-7853283 cess To a private community REAL ESTATE, LLC dock. Just bring your crea- tive imagination $225,000 - Rick Petralia (978) 2394207 Selecting your Realtor is ATKINSON, NH - Very tiny 3 J Barrett Realty more important than ever be- bedroom house with detached fore -for Buyers AND Sellers. garage. Great location neor Perhaps you have seen my GLOUCESTER, MA - This par Parcel has an unobstructed l hasiew Rte III/Derry. Propane heat. signs in your neighborhood or No pets. $1100.603.893-2054 watof the Anned saw That I was awarded Re- altor of the Year. My knowl- quam River. Private dock, edge, resources, and results Gloucester, MA -1 room, 3 all utilities. Priced at will "protect your Real Es- beds, tUckyordoceonviews, $149,900. (401) 4504622. tate Investment'. walkout wrap around basement, deck, You gain from strong plann- new windows/roof. Close to NEWTON, NH: Beautiful Ing, analytical, and financial beaches. $2,250+ wooded lot, desirable cul• de•soc neighborhood! Under- management skills To max- Rick Petralia (978) 2394207 imize Your bottom line in J Barrett Realty ground utilities & covenants. every Real Estate tronsac- Last lot in premium subdivi- tion. METHUEN, MA: I bedroom, sion! $114,900. 603-382-0360 See Results at Closing! $72S, Ist floor, all utilities in - Classic Homes RE eluded, quiet neighborhood, Call me today of you are parking, hardwood/tile floors, thinking of buying or selling available now. 918.886.9334. now or in the next year. Ex - Rockport,MA -lot w/survey plan, defined building enve- Perience how I am "Taking NEWBURY, MA, Plum Island lope, completed pert test, Care of Business and Taking Winter Rental, Oceanfront 2 create your septic design, Care of YOU!" bedroom, washer/dryer, 1.5 pull Your permits, and you bath, furnished, parking, are ready to build. $309,000 M. Lea Cobeen $1500+utilities. 978-4657088. Rick Petralia (978) 239.6207 Licensed Realtor, MA & NH J Barrett Realty Keller Williams Realty: NEWBURY, MA / PLUM ISL. NewburypDrt, Topsfield, Bev hone steps from beach winter erly & Salem rental, (un)furnished, 2.3 bed- - I Merrimac St. Unit #6 room, Oct. -June, laundry Newburyport,MA01950 3-parking$1430+978.462-8277 IPSWICH, MA Industrial www. LeaCabeenHomes.com Condo, 1500 sq. ft., 22' ceiling, Ieacabeenhomes4lverizon.net ROCKPORT, MA: Oct. -May. 14x14 overhead door, block 978.673-1906 mobile Furnished 3 bedroom, 2 bath, construction, open floor plan, 978-992-4279 direct & E -fax near center, train, parking, gas heat. $209K. 617.257.5128. Get a free report of Market Yard, Whirlpool, washer/dr- Trends - for Buyers and Sel- Yer, Pets. $1250+. 978.290.1990 lers www.always•summer.net NH LOTS/ COMMERCIAL 6 acre Build 40,000 s.f. $750,000 Owner finance, near new Walmart Warehouse 4.5 AC Industrial $329,000 1.5 acre Rent near Walmart SLOONmo �'.. 5 acre Approved 13,000sf ......... $349,000 Summerview RE , 603.432.54534181 -SOL D website: www.sresre.com ANDOVERMO.ANDOVER/ METHUEN,MA°� Wanted for �pn 4` garage annual` rental must have electricity "M _ Call 9784455157 WINDHAM, NH Large open floor plan condominiums - close to Route 93, situated on beautiful - grounds complete with pond and waterfall. One floor living, full walk -out basements, rBedroonn EM, N.H. two car attached garage, no age restriction. Luxury Reserve ASAP! New plans, new pricing artments Call for a set of plans or go to website. Price: $289,900 HEAT & Directions: Off Rte. 28 HOT WATER INCLUDED ry� �� Call for L'- Availability McLennan & Company Janet McLennan 978-470-2929 978-604-0361 Salem, NH Rte 28 - 19-23 S Broadway - 79,000sf - 6.64ac Sale $4.9 million - Owner Financing at 6.506 for 36 months, interest only with 20% down. OR Lease for $5.95 nnn. I Rentals, Retail, Office, Warehouse, , Homes: + We can sell your business! � t 1 To Be Included in this Directory Call U NNECTION Monday through Friday, 8 a.m. to 6 p.m. Tel. 1.800.927.9200 Fax: 1.877.927.9400 18 Thursday, September 29, 2011 THE EAGLE -TRIBUNE LAWRENCE, MA, Furnished, utilities included. Free cable. From $90/wk. Se Hablo Espanol. Call 978-6868980 LAWRENCE, MA SO.2 bed- room, $925 includes heat, hot water, AC, laundry, parking. No dogs. Security deposit: Call 97NI8-7799 AMESBURY, MA beautiful 1 BRADFORD MA elegant 2 bedroom, on Pleasant Valley level, i bedroom in brick vic- Road, quiet Riverside loca- torian overlooks common. tion. No dogs. $775 month + Pine floors, quiet, fully appli- utilities. (978) 688-8880. anced kitchen, parking no MA. Winter rental Beautiful 3 pets. $795+. 918-373-2253. AMESBURY, MA -Lake View bedroom $1200+ utilities. Holl- Studio, 1, 2 Bedrooms, $670- BRADFORD, MA Quiet country sett- j;�1"% I$760ng. Sr.Di Ing. S. Discounts. 978-887-8856 J �:(f%�/�(J�/� CAREGIVERSI /7del AMESBURY, MA Lonvale Garden Friendly Community Living Apartment Homes .Pet, at its Best! Now is the time to "FALL" *Central A/C into your new home. •Playground Immediate availability for •Basketbollftenniscourt large 1 bedroom fully up- •Free storage bins dated apartments. Balconies *Free heat, hof water, gas /patios overlook beautiful Visit us 28 Forest Acres Or grounds, storage & hot water M -F 8:30 To 4:30, Sat 10-2 is included, on-site manage- movetoforestacres.com ment & maintenance. cent unit. Good parking Please call 978-388-1745. HAVERHILL, o c 1 bedroom, 2nd floor, c heat & hot water included. o $729mo. Call (978) 375-7674 at 12:00 PM on October 13, 2011 at 110 Pleasant View Street, Methuen, MA, HAVERHILL/ Bradford, MA - www.lonvole.com3-4 Bedroom Townhouse, The land in said Methuen with the buildings thereon, being shown as Lot AC, deck & slider to patio. ANDOVER, MA Washer & dryer, new carpet/ Downtown, in building. appliances/flooring/paint. No smokers, no pets $1595 + 1 Bedroom, $660; Large 1 bed- room with parking $755. Wall, utilities. 978-373-3024 x12. /wall, modern kitchentboth. Immediate occupancy. 550 sf Available now, near T. HAVERHILL Call 617-783-1024 X210 DOWNTOWN CONDOS dred (1 00) feet; Westerly: by Lots twelve 1) 1 bedroom, $755 + utilities BRADFORD, MA 2 bedroom 2 bedroom, $870 + utilities Wsher, ll, central air, dish - condo A/C, rugsftile/hardwood washer, disposal, microwave, floor, dishwasher, gas stove, laundry, parking. Near train. fridge, heat &hot water, win No dogs! 617-783-1024 X218 laundry $1100.978-314-3299 Upon information and belief, there is an error in the westerly bound in the Land & Warehouse ......$800/mo 1500 sqft NH ..................... $695 HAVERHILL: Long or short LEGAL NOTICE term furnished 1 bedroom Summerview RE apartment all utilities, park - 603-432-54MI-SOLD Ing, no pets, $650 & $795 refer- The Town of North ences required. 978-373.0887 Andover is soliciting 114. Full service individual of- fices. $495 -up. 978-685.5440 bids from qualified LEGAL NOTICE companies to overhaul/ SALEM, NH- MAIN ST. refurbish nine (9) tur- will be required to execute a Foreclosure Sale Agreement immediately after bine pumps and eight The Town of North (8) vertically mounted Andover is soliciting motors used for the pro- bids from qualified com- duction of the Town's panies to provide land - drinking water at the scape site work at the Water Treatment Plant. Police Station located Qualified companies at 1475 Osgood Street. are requested to sub- Qualified companies mit bids to the Assistant are requested to sub - Town Manager at North mit bids to the Assistant Andover Town Hall, Town Manager at North 120 Main Street, North Andover Town Hall, Andover, MA, in accor- 120 Main Street, North dance with the instruc- Andover, MA, in accor- tions contained within dance with the instruc- the Invitation for Bids tions contained within (IFB). the Invitation for Bids The complete IFB (IFB). is available on the The complete IFB is Town website (www. available on the Town townofnorthandover. website (www.townof- com) under "Available northandover.com) Bids, Quotes and Pro- under "Available Bids, posals". The Town will Quotes and Propos- only accept proposals als". The Town will only delivered in person or accept proposals de - by mail. All proposals livered in person or by must be received by mail. All proposals must 2:00 p.m. on October be received by 2:00 20, 2011 to be consid- p.m. on October 17, ered. 2011 to be considered. The Town of North An- The Town of North An- dover may cancel this clover may cancel this IFB or reject in whole IFB or reject in whole or in part any and all or in part any and all proposals, if they deter- proposals, if they deter- mine that cancellation mine that cancellation or rejection serves the or rejection serves the best interest of the Town best interest of the Town of North Andover. of North Andover. ET — 9/29/11 T — 9/29/11 MYRAGE SPACE ILITY SALE Lien Sale for Self Storage acuity Operator's non-payment of Storage Charges pursuant to the power of sale contained in the M.G.L. Chapter 105- A, Section 4 and for the satisfaction of the Facil- ity Operator's Lien. ,-The following property will be sold at Public Auction at 2:30 pm on October 7, 2011 on the premises of My Storage Space, 1701 Osgood St, North Andover, Me 01845. All items contained in storage units are household items unless otherwise mentioned: 121 David F Hillenbrand 198 David F Hillenbrand Sale per order of My Storage Space, managed by Cube Smart (978-327-6430). Terms CASH. Sale subject to postponement and cancellation. ET — 9/22, 9/29/11 NOTICE OF MORTGAGEE'S SALE OF REAL ESTATE By virtue and in execution of the Power of Sale contained in a certain mortgage given by Mark Wladkowski to Mortgage Electronic Registration Systems, Inc. as Nominee for American Home Mortgage Acceptance, Inc., dated June 23,'2005 and recorded with the Essex County (Southern District) Registry of Deeds in Book 24460, Page 265 of which mortgage Deutsche Bank National Trust Company, as Indenture Trustee for American Home Mortgage Investment Trust 2005-2, Mort- gage -Backed Notes, Series 2005-2 is the present holder, by assignment for breach of the conditions of said mortgage and for the purpose of foreclos- ing, the same will be sold at Public Auction at 11:00 AM on October 20, 2011, on the mortgaged premises located at 3A Greenhill Farm Road, Unit 3A in the 2C Greenhill Farm Road Condominium, Haverhill, MA 01830, all and singular the premises described in said mortgage, TO WIT A condominium unit located on Green- hill Farm Road in Haverhill, Essex County, Massa- chusetts known as Unit 3A of the 2C Greenhill Farm Road Condominium, a duly formed condominium under MGL c 183A by Master Deed dated Septem- ber 4, 2003 recorded in the Essex South District Registry of Deeds in Book 21691, Page 530. Said Unit is built as shown on the Site Plan by Christian- sen and Sergi dated August 27, 2003 recorded the above referenced Registry in Book 21691, Page 538 at Plan Book 370, Plan No. 80, and by floor plans attached hereto and incorporated herewith and recorded in Book 21691, Page 538. Subject to all easements restrictions, and uses as shown on said site plan. Conveyed together with the unit is a Driveway Easement pass and repass over a portion of Lot2B by Units 3A and 3B as shown on the above referenced site plan. Together with the Grantor's undivided 50% interest in the common areas and facilities of said Condominium set forth in the Master Deed. Together with the benefit o1 and subject to restrictions upon and conditions, rights and obligations of a unit owner as set forth or referred to in said Master Deed, said Unit Deed, and the provisions of the Greenhill Farm Road Condominium Trust, Rules and Regulations which are recorded with said Master Deed in Book 2169 Page 539. Said Unit is to be used for residential purposes only. . For mortgagors' title see deed recorded with the Essex County (Southern District) Registry of Deeds in Book 24460, Page 263. These premises will be sold and conveyed subject to and with the benefit of all rights, rights of way, restrictions, easements, right of ways, covenants, liens or claims in the nature of liens, improvements, public assessments, any and al unpaid taxes, tax titles, tax liens, water and sewei liens and any other municipal assessments of liens or existing encumbrances of record which are in force and are applicable, having priority ovei said mortgage, whether or not reference to such restrictions, easements, improvements, liens of encumbrances is made in the deed. TERMS OF SALE: A deposit of TEN THOUSANC ($10,000.00) DOLLARS by certified or bank check will be required to be paid by the purchaser at the time and place of sale. The balance is to be paic by certified or bank check at ABLITT I SCOFIELD P.C., 304 Cambridge Road, Woburn, MA 01801 other terms and conditions will be provided at the place of sale. The description of the premises con tained in said mortgage shall control in the even of an error in this publication. OTHER TERMS, IF ANY, TO BE ANNOUNCE[ AT THE SALE. Present holder of said mortgage Deutsche Bank National Trust Company as Indenture Trustee for American Home Mortgage Investment Trust 2005-2 Mortgage -Backed Notes, Series 2005-2 By its Attorneys, /s/ ABLITT I SCOFIELD, PC 304 Cambridge Road Woburn, MA 01801 Telephone: 781-246-8995 Fax: 781-246-899' Date: September 14, 2011 C96.1443 -F- Wladkowsk ET - 9/29,10/6,10/13/11 HAVERHILL, MA $750/mo. includes heat. 1 bedroom apartment, 2nd floor. Eat -in kitchen, off stsreet parking, fresh paint, no pets/ smoking. 1st//security. 978-372-6549. HAVERHILL, MA ALL UTILITIES INCLUDED Studios , l & 2 bedrooms Call for customized pricing. Prime location. River views. Rivers Edge Apartments 978-373-4800. EHO www.corcoranapts.com HAVERHILL MA - Ayer St. Immaculate 3rd floor 2 bed- rooms. Renovated, parking, quiet, no pets $900 includes heat/hot water. Credit check. 1stAost/security 603-770-6130 HAVE MA - Down- town i bedroom, includes heat & hot water, parking, No pets $625/mo 978-821-5727 HAVERHILL, MA Northside Condo i bedroom, 3rd floor, $795, with heat & hot water, no dogs. Call 978-373-3024 x12 HAVERHILL MA - Spacious 2 level 2 bedroom, modern kitchen/bath, deck, parking. $875 no utilities. 978-618-4112 !/S1` lRIfJl HAVERHILL, MA - Very nice 2 bedroom with ca- thedral ceiling family room. Washer/dryer hookups & train nearby. $1,000/mo. Blezter Realty 978-373-5775 * LAWRENCE, MA * Modern 1 & 2 bedroom apartments. Parking on site. Rents start 1 bedroom $125+; 2 bedroom $930+ includes heat/hot water, 978.970-2300 LEGAL NOTICE METHUEN CONSERVATION COMMISSION METHUEN, MA 01844 Notice is hereby given that the Conser- vation Commission of the City of Methuen will hold a public hearing on October 6, 2011., at 7:00 p.m. in the Sear- les Building 2nd Floor Conference Room at 41 Pleasant Street upon the petition of Regis Pelletier for the con- struction of a single family dwelling and ap- purtenances within the 100' Buffer Zones of Bordering Vegetated Wetlands at 40 Monroe Avenue in accordance with Massachusetts G. L. Ch. 131 Sec. 40 as amended and Chapter 12 of the Methuen Mu- nicipal Code. Plans and forms sub- mitted may be viewed Monday - Friday dur- ing Commission office hours or by appoint- ment. Submitted by Suzanne M. Lamoureux, Chairperson ET — 9/29/11 METHUEN CONSERVATION COMMISSION METHUEN, MA 01844 Notice is hereby given that the Conser- vation Commission of the City of Methuen will hold a public hearing on October 6, 2011, at 7:00 p.m. in the Sear- les Building 2nd Floor Conference Room at 41 Pleasant Street upon the petition of MCL Contracting, Inc. For the construction of a single family dwell- ing and appurtenances within the 100' Buffer Zone of Bordering Veg- etated Wetlands with two (2) limited access driveway crossings on Hampstead Street (Map 704, Block 72, Lot 30) in accordance with Massachusetts G.L. Ch. 131 Sec. 40 as amended and Chapter 12 of the Methuen Mu- nicipal Code. Plans and forms sub - miffed may be viewed Monday - Friday dur- ing Commission office hours or by appoint- ment. Submitted by Suzanne M. Lamoureux, Chairperson ET - 9/29/11 COMMONWEALTH OF MASSACHUSETTS THE TRIAL COURT PROBATE AND FAMILY COURT Essex Probate and Family Court 36 Federal Street Salem, MA 01970 (978) 744-1020 Docket No. ES11P2548EA NOTICE OF PETITION FOR PROBATE OF WILL In the Estate of: Robert D Redfern Late of: Methuen, MA 01844 Date of Death: 08/03/2011 to all persons inter- ested in the above cap- tioned estate, a petition has been presented requesting that a docu• ment purporting to be the last will of said de- cedent be proved and allowed and that Warc Doonan of Westport, Cl be appointed executor trix, named in the will tc serve Without Surety IF YOU DESIRE TC OBJECT THERETO. YOU OR YOUR AT TORNEY MUST FILE A WRITTEN APPEAR ANCE IN SAID COURi AT: Salem ON OR BEFORE TEN O'CLOCK IN THE MORNING (10:00 AM; ON: 10/31/2011 In addition, you mus file a written affidavit o objections to the peti tion, stating specific facts and grounds upor which the objection ie based, within (30) day: after the return day (o such other time as the court, on motion witt notice to the petitioner may allow) in actor dance with Probate Rule 16. WITNESS, Hon Mary Anne Sahagian First Justice of thie Court. Date: September 16 2011 Pamela Casey O'Brier Register of Probate ET — 9/29/11 t CLASSIFIED CONNECTION LAWRENCE, MA South, newly painted, deleaded, 2 bedroom, quiet area, secure. Parking. No pets. $1025/mo in- cludes heat. Call 617-592-8266. LAWRENCE, MA SOUTH Princeton at Mt. Vernon Fall SRecial! 1 BEDR00 from $925 2 BEDROOM from $995 Heat, hot water, gas cooking included. Call for details, 1-888-768-6673 www.princetonproperties.com LAWRENCE Prospect Hill, very large beautiful 3 bed- room, hardwood, nice fenced in yard -$1200. 1st/last/security Fred 603-893-5781; 603-275-2530 Lawrence So., MA: 2-3 bed- room, very clean, parking, hookups, new stove/carpet, lead certificate, $875 + utili- ties, no pets, ist, Iasi, secu- rity, (413) 222-2671 LAWRENCE, So. MA 3 bed- room, 6 room, 2nd floor, near school, washer hook-up, no pets, $1000 mo., no utilities. i month deposit. (978) 915.3518 LONDONDERRY,NH I bedroom from $740 2 bedroom from $895 FREE Month if rented by 10/31 Well maintained. Quiet area, laundry, parking, storage, easy access from RT. 93. Call 978-458-0507. METHUEN 62 Plymouth St., 6 room 2 bedroom 1st floor, large eat -in kitchen, hookups, yard, parking. $1000+ utili- ties. Vanessa 603-508-0945. METHUEN, MA ELM CREST ESTATES ALL UTILITIES INCLUDED 2 Bedroom - $1,070 monthly 1 Bedroom - $900 monthly Newly remodeled apartments with updated appliances. No pets. For more info go to www.forrent.com/ elmcrestestates or call 97842-4891. METHUEN MA, Holy Family area. Newly renovated 6 room, 3 bedroom new bath/ kitchen, 2 porches, washer/ dryer, carport, near schools $1300+. 978-376-7196 anytime. METHUEN Near Loop- Pleas- ant Valley, sunny Ist floor 2+ bedrooms. $1200 utilities rot included. Call 978-884-9394. METHUEN Pelham Place 2 bedroom $975. Includes heat/hot water, parking. Available now! 978-204-0304 METHUEN PLEASANT ST. - Heat & Hot Water Included bedroom - Residential area: Newly remodeled aportmen" with updated appliances, hardwood floors,fireplace No pets. $870/monthlyCall 978-682-4891 for details. METHUEN, Roseland St., 1 bedroom, with garage, pri- vate sunporch, residential area, laundry room, fridge, stove, all utilities included. No pets. Security deposit k references required. $890 monthly. (978) 682-4891 NH RENTALS Studio, all utilities $680 1 bedroom from ..... $700 2 bedroom, heated $875 Mobile homes with heat 3 bedroom Duplex.... $1195 2.3-4 bedroom houses... $1495+ Summerview RE 603-432-545MI-SOLD ROWLEY, MA W=d ents x; :=NShorel Tranquility fresh air & plenty of parking await you at our oasis in the woods. Spacious 2 bedroom apartments from only $1010-$1030 including heat/hot water. Professional 24 hr. on-site management plus many other amenities. Enioy country living while only 30 minutes from Boston. Cats Okay. Call for details CALL FOR INCENTIVES!!! 978-948-2056 1 1/4 miles east of RT. 95 on 133 *see our new online website* millwoodapartments. net NO. ANDOVER- 1 bedroom apartment, l bath, downtown, modern, $675 mo. + utilities. 1sT & security. No pets. Call 978-225-0846. NO. ANDOVER, MA large I bedroom, excellent floor plan, newly renovated, great com- muter location, $985/mo. elec- tricity included. 978-688-8880. NORTH ANDOVER, MA: i, 2 & 3 bedrooms, hardwood floors, downtown, $900- $1,200.918-683-0472 SALEM, MA - 1&2 BEDROOMS $695 & $895, near college, sunny, clean modern, coin -op, 508.954-8445 SALEM, NH Best Location! 2 & 3 bedrooms $1,050 -$1,350; includes heat / hot water, 2 bedroom Delxue with bal- cony. Very clean, fully appli- anced. No dogs. 603-458-1884 SALEM NH - BROOK VILLAGE WEST LARGEST ALL RENTAL APARTMENT COMMUNITY IN SALEM NH that is Totally equipped To accommodate your needs . Spacious renovated 1 & 2 bedrooms starting at $975, including heat & hot water. Pets welcome with restrictions. No lease required. Near 93 & 495 603-893-1100 www.brookvillogewest.com SALEM NH- Westgate Arms Carefree Living One Bedroom From $830 Two Bedrooms From $885 Heat/Hot Water Included No Lease Required. No pets. Subiect To Credit Approval Toll free 888-695-4287 for info GILBERT G. CAMPBELL visit us at www.compbellopts.com SALEM, NH - WILLOWS PARK HEAT & HOT WATER INCLUDED 2 Bedroom - $990 monthly. 1 Bedroom - $880 monthly Newly remodeled apartments with updated appliances. No pets. For more info go to www.forrent.com/ willowporknh or call 603-894-4631 LEGAL NOTICE LEGAL NOTICE LEGAL NOTICE Tuesday September 27, 2011 A PLUS SELF STORAGE OF LAWRENCE LLP d/b/a A PLUS SELF STORAGE SELF STORAGE FACILITY AUCTION/SALE Self Storage Facility Operator's Sale for non-payment of storage charges pursuant to the power of sale contained in M.G.L. Chapter 105A, Section 4. The following property will be sold at Public Auction at 10:OOAM on October 12, 2011 on the premises of A PLUS SELF STORAGE OF LAWRENCE LLP. d/b/a A Plus Self Storage 51 South Canal Street, Lawrence Ma. 01843: Yanel!s A Cid,Unit 1209,Bags,Tires,dresser; Ramon A Gomez,Unit 1380, Boxes, bags; Jesus Y Diaz,Unit 1552,Boxes,bags,mattress; . Jose I Soiis,Unit 2009,Boxes,mattress,dresser; Kathleen F Frost,Unit 2532,Bags,sofa,boxes,table,chairs; Carlos R Medina ,Unit 2539,Boxes,ty; Naming Thet,Unh 2704,Bags,boxe; Sale per order of A PLUS SELF STORAGE OF LAWRENCE LLP., d/b/a A Plus Self Storage reserves the following rights (1) to bid at public auction; (2) to refuse any and all bids; (3) to cancel the auction at any time for any reason. Terms:Cash. Units sold by the entirety. Sale is subject to postponement and/ or cancellation. www.storageauctionsolutions.com. Lid. #350, MA. ET -9/29, 1 0/5/1 1 THE COMMONWEALTH OF MASSACHUSETTS ' LAND COURT DEPARTMENT OF THE TRIAL COURT COMPLAINT TO FORECLOSE TAX LIEN (SEAL) No. 11TL142278 TO ALL WHOM IT MAY CONCERN, and to To any former stockholders, officers, creditors, and any other persons claim- ing any interest in BIDCO Corporation, a dissolved Massachusetts corpo- ration formerly located in Lawrence, Essex County, said Commonwealth; Michael C. Bider, III, as he is President of said BIDCO Corporation, now or formerly of North Andover, Essex County, said Commonwealth; David A. Bider, as he is Treasurer and Secretary of said BIDCO Corporation, now or formerly of Andover, Essex County, said Commonwealth; and as they are both Officers and Directors of said BIDCO Corporation; or their heirs, devi- sees, legal representatives, successors and assigns: Whereas, a certain complaint has been presented to said Court by the City of Lawrence in the County of Essex, and said Commonwealth, to foreclose all rights of redemption from the tax lien proceeding described in said com- plaint in and concerning a certain parcel of land situate in said Lawrence, in the County of Essex, and in said Commonwealth, bounded and described in said complaint as follows: 389 Methuen Street. A parcel of land with any tuildings thereon, contain- ing about 7098 SF being described as Map: 144 P<rcel: 20 in the office of the Assessors of Lawrence identified in Book 4873 Page 200 at the North Essex Registry of Deeds. If you desire to make any objection or defense to said complaint you or your attorney must file a written appearance and en answer, under oath, set- ting forth clearly and specifically your objections or defense to each part of said complaint, in the office of the Recorder of sed Court in Boston (at the Courthouse located on Three Pemberton Squae, Room 507 in Boston, MA 02108), on or before the fourteenth day of November in the year two thousand and eleven. Unless an appearance is so filed by or for yo1, your default will be re- corded, the said complaint will be taken as confessed and you will be forever barred from contesting said complaint or any judgement entered thereon. And in addition to the usual service of this notiie as required by law, it is ordered that the foregoing citation be published firthwith once in the Law- rence Eagle Tribune a newspaper published in Norh Andover. Witness, Karyn F.8cheier, Esquire, Chief Justica of said Court, this twen- tieth day of September in the year two thousand aid eleven. Attest with Seal of said Court. Deborah J. Patterson Recorder Plaintiff's Attorney: Charles D. Boddy, Jr., Eq., City Attorney, City of Lawrence, Room 306, City Hall, 200 Common Stret, Lawrence, MA 01840 (978) 794-5800 ET — 9/29/11 MORTGAGEE I'S NOTICE OF SALE OFREAL ESTATE By virtue and in execution of the Power of SAe contained in a certain Mortgage given by Percy James Davis to Mortgage Electronic Registration Systems, Inc., dated October 16, 2006 and record with the Essex County (Northern District) Registry of Deeds at Book 10441, Page 192 of which the Mortgage the undersigned is the present holder byassignment for breach of the conditions of said Mortgage and for the purpos of foreclosing same will be sold at Public Auction at 10:00 AM on Octobe, 14, 2011 at 1027 Essex Street, Lawrence, MA, all and singular the premises described in said Mort- gage, to wit: The: land in said Lawrence being the real estate located on Essex Street, described in the deed recorded with North Essex Registry of Deeds, Book 185, Page 127. Said premises are more particularly bounded and described as follows: A certain parcel Lot or Parcel of Land with all the buildings thereon situated in said Lawrence being Lot #8 on a plan of land d Daniel Ayer entitled "60 Corner Lots on Tower Hill in Lawrence aforesaid" re:orded in said Registry of Deeds, Book 95, Page 600, and is bounded and described as follows, to wit: Northerly: seventy (70) feet by southerly line d land now or formerly of Frederick Butler; Easterly: by the westerly line of Lot #7 on said pan; Southerly: by the northern line of Essex Street, formerly called Laurel Street, seventy (70) feet; . Westerly: by the easterly line of Arbor Street, one hundred fifteen (115) feet. Containing 8,050 square feet. Being the same premises conveyed to the hereir named mortgagor (s) by deed recorded with Essex North District Registry of Deeds herewith. The premises are to be sold subject to and wih the benefit of all ease- ments, restrictions, building and zoning laws, unpaid taxes, tax titles, water bills, municipal liens and assessments, rights of teiants and parties in pos- session. TERMS OF SALE: A deposit of FIVE THOUSAND DOLLARS AND 00 CENTS ($5,000.00) in the form of a certified check or bank treasurer's chedcHill be required to be deliv- ered at or before the time the bid is offered. The successful bidder will be re- quired to execute a Foreclosure Sale Agreement immediately after the close of the bidding. The balance of the purchase price shall be paid within thirty (30) days from the sale date in the form of a certified check, bank treasurer's check or other check satisfactory to Mortgagee's attorney. The Mortgagee reserves the right to bid at the sale, to reject any and all bids, to continue the sale and to amend the terms of the sale by written or oral announcement made before or during the foreclosure sale. lithe sale is set aside for any rea- son, the Purchaser at the sale shall be entitled mty'to a return of the deposit paid. The purchaser shall have no further recourse against the Mortgagor, the Mortgagee or the Mortgagee's attorney. The description of the premises contained in said mortgage shall control in the event of an error in this publi- cation. TIME WILL BE OF THE ESSENCE. Other terms if any, to be announced at the sae. GMAC Mortgage, LLC Present Holder of said Mortgage, By Its Attorneys, Orlans Moran PLLC P.O. Box 962169 Boston, MA 02196 . Phone: (617) 502-4100 ET — 9/22, 9/29, 10/06/11 SALEM MA - 5 rooms, quiet, dead end street Glendale St, near schools, $1300 no util. 1R mo free Call 918.881.8856 SALEM NH - Near 93: One & Two bedroom condos. Clean and quiet! $900+ up. No dogs. 603-893-5726. SALISBURY BEACH, MA furnished units Sept -May $650/mo & up. Tom Saab RE 978-465-5116 SalisburyBeach, MA home. Spacious 3 bedroom, next To water, year round, washer/ dryer, parking, $1050/mo., no utilities. No pets. 978-452.1451. SALISBURY BEACH MA - Modern 2 bedroom apart- ment, newly painted, new rugs, central vacuum. Parking. Call 603-215-6544. SALISBURY BEACH, MA - OceanfronT Townhouse 3 large furnished bedrooms, 2 baths, 4 decks with yard, parking, $900+ Sept -June 978.462.5334 SALISBURY BEACH, MA Oceanfront, fully furnished 2 bedroom apartments availa- ble Sept. -May. Starting $600 per month. Call 978-688-8880. SALISBURY BEACH. MA/ - Seabrook, NH Oceanfront beautiful 3 bedroom. Parking $1300+ utilities: 978-975-4001. SEABROOK BEACH, MA - Short Term Winter Rental October - May 4 bedroom 1 bath $8WMo. 3 bedroom 1 bath $700/Mo. Utilities not included 978-213-9952 OR 978-500-7391 k_gillespiel@verizon.net A Clean, quiet, safe bldg next To YWCA, YMCA. Lowest rents, free cable. 4 hr move- -in. Lawrence, 978-975-5103 AMESBURY MA, Downtown, furnished room, shared kitchen, bath, cable, parking. Call for details 978.792-6034 Hampton Beach NH 3 room 1 bedroom condos, many fea- tures, free internet & more. $200Avk $500/mo 603-929-0685 LAWRENCE MA best room- ing house free cable 59 Trem- ont 978-689-8924 362 Essex 978- 682-9078 Saba RE 918-687.8106 LAWRENCE, MA FINEST ROOMING HOUSE, Sober/ Drug Free, 200 Parker ST. (978) 683-6682 LAWRENCE, MA Furnished room $100/wk For details, 978-194.3039 A-1 RENTALS Getting Divorced? Live at the Salisbury Inn. From $175week. 978 -465 -SW SALISBURY BEACH, MA: Luxurious half million dollar Townhome. 40 second walk to The beach! Year round lease available. 3 bath, 3 bedroom Granite, hardwood, fireplace etc! Live like a millionaire for $1900/mo! ist month, secu- rity and credit check re- quired Call owner 603-401-8780 www.eagietribune.com BORDER MA/NH close to PLAISTOW, NH Non smoking 14 Amesbury/Seabrook Rtes. 95/ roommate To share 3 bedroom i 495. Share large house, large house minutes from Rt. Ill &. Yard. Utilities included. 495, large private,yard, off Washer/dryer. NON -SMO- street parking, patio, gas KER. No pets. $545. Call grill, storage. Renter must be 603.394-7336 or 978-807-0569. accepting of naturist life DANVERS, MA Large bed- style. Bedroom is 12x12 with room with built-ins, furnished closet. Rent $140/week + 1/3 ro unfurnished, quiet, share electric. Includes, heat, cable, kitchen/bath, 3 minutes re washer/dryer, WIFI. Availa- ble now. Call Chris for ques- malls & motor highways, $600 includes all utilities, TV, tions or interview 603-396-0362. WiFi internet, laundry, ROCKPORT, MA private pets. No drugs. Call parking. No smoking. N l rooms, shared quiet aparT- 839 978.7744 or 954651-5415. ment w/mature housemates.Close to town, woods, Trans - GLOUCESTER, MA: Availa- protation. $600, includes ufili- ble 1111111 share private home, ties. References. 978-239-6264 2 rooms $450 each includes utilities. Non-smokers only. SALEM, NH female seeks Must like cats. (978) 283-7161 some, master bedroom, pri- HAVERHILL/BRADFORD, vate bath, all utilities, inter- - MA Prof. seeks same to share net, $695.603.898-3377. house, kitchen, laundry. $450/ mo.IsTAast. 10/1A1978-372-8322 SALEM, NH - Professional HAVERILL, MA seeking male seeks some 2 bedroom roommate To share house, Condo, furnished, heat/ hot n yard, washer/dryer, rent ne- water/ electric/ cable !n- gotiable.978-702.4442. eluded. $600/mo. pets. lsi & security. 603-511-3737 76 KINGSTON, NH: Male to share 2 bedroom home, no SALEM, NH share nice house smoking/pets-$135/wk includes in quiet home. Large room all utilities/wifi. 603.866-2486 with walk-in closet. Off-street. LAWRENCE MA, So. profes• parking. $650 includes all sional woman seeks some to utilities. Call 978387-5002 share a 2 bedroom condo in Mt. Vernon area. Furnished, park, gym, pool, laundry. No pets. $600 all included. Call 857-363-0564 LAWRENCE, NO MA; Share 2 bedroom apartment . $500/1 1 I mo. , $400 deposit istAast. all util's included 97&349-8194 LOWELL: Room, 1 respons!- e k h k't h R AN ANDOVER, MA -single of- ' ' e person, s are i s en, parking, $400/mo all included. BUYING 0 SELLING. We have 200+ businesses or 3 offices waiting ficroom Oceanfront Salisbury Beach Smokerok. 978-970-0632. throughout New England. GALLANTAssoc.97846-7931 MAGNOLIA, MA: Share available. Off-street MA. Winter rental Beautiful 3 METHUEN:Room mate parking. Call 978-502-W5 26-st bedroom $1200+ utilities. Holl- large Victorian near ocean. ANDOVER, MA. $600 Utilities or 918 475-002- day's.also. 978-975-4001 No pets. No smoking. $12SWk. I d T'I'f 918 77 470 NOTICE Kingston, NH Prime oppor- tunity Kingston Plaza 2200 sq. ff. open space. New Heat & A/C to be installed, fresh make over front To back, plenty shared parking! $1495mo. 603.382-0360 CLASSIC HOMES RE LONDONDERRY Great spaces, all sizes. Rea- sonable. Off Exit 4, Rt. 93. 603-882-6456; eves. 603-881-9451 NEWBURYPORT downtown waterfront OFFICE SPACE. 1500 to 2800 sq. ft. Great space. Parking. 978-462-1071. newbuy rportoff icespace.com SALISBURY Beach Frani, 131 Atlantic Ave 1 bedroom, mod- ern clean furnished no pets/ utilities. $625. Available now till SA5. Security 978-397-6140 me u es u 1 1 les. - 4- 4 Some advertisements running in this category may require an investment MERRIMAC, MA - Share 3 bedroom 2 bath home in lovely neighborhood with gay couple. Furnished bedroom, yard, Jacuzzi tub. Close to Merrimack River, Rtes. 495 all & 95. $600/mo. includes 11 r CLASS -A TRACTOR - TRAILER required and clean driving share rent. All utilities in- HrnCaovrt r, n,H: vuwmuwn Professional male seeks $ . - _.rices re computer.Re e re- UI K, name weeKly. z years minimum recent experience same (M/F) non-smoker to qwired. Smoking pets required and clean driving share rent. All utilities in- Call 978- 346-7636 record. 978-587.3744 cluded $500/mo. (978) 388-6148 METHUEN:Room mate PEABODY, MA share 2 ped- leave message wanted.Large bedroom pri- vote, All utils. included. no ANDOVER, MA. $600 Utilities included. Professional person pets $12SWk. (978) 601-8051 ATTENTION area, seeks same. d room large furnished room private CAREGIVERSI ,;ANDOVER,MA - 1 N.H. OFFICES FOR RENT home. 9M25. No smoke cable urabl , , tee y erne , basic cable, laundry, +tilt- If aPCnalcor NEWLY RENOVATED with lst/Iastmo. 978-475-7526. ties, garage. No pets+ or sr - or offer personal care ser - roofer time To pick out your floor- ing. Two 1/2 baths. Good smoking. 978-973-9261 BEVERLY, MA friendly re - PEABODY, MA share 2 ped- parking area and good visi- sponsible female seeks some ness and service directory and check out the bility. Three entrances. 1,958 To share house, $600, laundry, room, heat,hot water, park- category for Adult Care. sf for $1,550. parking, cable, no smoking. ing, laundry, $500. With own Yours services are needed! OFFICE / RETAIL SPACE 978-257-2705 leave message living room $550.978-317-1894. 17' x 20' main room, confer- LEGAL NOTICE LEGAL NOTICE LEGAL NOTICE ence room with French netts and 2 offices. Kitchenette with dining area overlooking conservation land. Private 1/2 MORTGAGEE'S NOTICE OF SALE OF REAL ESTATE bath. 1,144 sf for $1,300. UNIT with plenty of By virtue and in execution of the Power of Sale contained in a certain - win windows. Private ll2 bath.g Mortgage iven b Bryan C. Lamontagne w/s/a Bryan Lamontagne and Alex y ry g ry g May be combined with adia. Nieves to Mortgage Electronic Registration Systems, Inc., dated August 29, cent unit. Good parking 2007 and recorded with the Essex County (Northern District) Registry of availability. Immediate occu- Deeds at Book 10895, Page 222 of which the Mortgage the undersigned is panty- 704 sf for $645. the present holder by assignment for breach of the conditions. of said Mort - IMMEDIATE OCCUPANCY. gage and for the purpose of foreclosing same will be sold at Public Auction 2 rooms and built in recep- tion area. Display window at 12:00 PM on October 13, 2011 at 110 Pleasant View Street, Methuen, MA, and lots of storage. Private all and singular the remises described in said Mortgage, to wit:. 9 P 1/2 bath. Busy plaza on busy The land in said Methuen with the buildings thereon, being shown as Lot highway. $595.. numbered nine (9) on plan of Land entitled; "Plan of Land in Methuen, Mass., ' GOOD PARKING AVAILA- owned by John Philip Enterprises, Inc., Fed W. Stowers, Registered Sur-. ; BILITY. Good exposure. Pri- veyor, dated September, 1949", recorded with North Essex Registry of Deeds , vate 1/2 bath. May rent with accessible neighboring unit. as Plan No. 2138, substantially bounded and described as followsa: , Immediate occupancy. 550 sf Easter/ b Pleasantview Street, one hundred one 101 feet; Y� Y ( ) for $505. 1 Southerly: by Lot numbered eight (8) as shown on said plan, one hun--- Concept 100 RE p dred (1 00) feet; Westerly: by Lots twelve 1) 603-329-6733 numbered (12) and eleven (1 as shown on said plan, ninety and (90.89) feet; and Northerly: by Lot numbered ten (1 0) as shown on said plan, .one hundred NH WAREHOUSE Space New 1300 sgft..... Lease or Sale (1 00) feet. ' 1700 sqft ......................$995/mo Said premises are conveyed subject to restrictions of record insofar as the 2,000 soft, shared ........ $895/mo same are still in force and applicable. 1000 soft Bays available Upon information and belief, there is an error in the westerly bound in the Land & Warehouse ......$800/mo 1500 sqft NH ..................... $695 above property description, which westerly bound should instead read: "Westerly: by Lots numbered twelve (1 2) and eleven (11 1) as shown on said Summerview RE plan, ninety and 89/100 (90.89) feet" . 603-432-54MI-SOLD The premises are to be sold subject to and with the benefit of all ease- ments, restrictions, building and zoning laws, unpaid taxes, tax titles, water - bilis, municipal liens and assessments, rights of tenants and parties in pos- NO . Andover, MA: NEW SPACE Jefferson Park RT session. 114. Full service individual of- fices. $495 -up. 978-685.5440 TERMS OF SALE: www.officesuites.com A deposit of FIVE THOUSAND DOLLARS AND 00 CENTS ($5,000.00) in the form of a certified check or bank treasurer's check will be required to be delivered at or before the time the bid is offered. The successful bidder SALEM, NH- MAIN ST. 1 or 2 room Office Retail space, high visibility. will be required to execute a Foreclosure Sale Agreement immediately after Lease options. 603-234-5402 the close of the bidding.The balance of the purchase rice shall be aid within thirty (30) days rom the sale date in te form of a certified check, bank treasurer's check or other check satisfactory to Mortgagee's attorney. WOODBRIDGE PLAZA, 87 Indian Rock Rd. Windham The Mortgagee reserves the right to bid at the sale, to reject any and all NH Office Spaces for rent. 903 Rent $750-$1025aor bids, to continue the sale and to amend the terms of the sale by written 42 -0ft. x3701 our email. 6fortin oral announcement made before or during the foreclosure sale. If the bfortinOcitysidecorp.com city sale is set aside for an reason, the Purchaser at the sale shall be entitled Y only to a return of the deposit paid. The purchaser shall have no further recourse against the Mortgagor, the Mortgagee or the Mortgagee's attorney. AAA FURNISHED ROOMS The description of the premises contained in said mortgage shall control in For rent, utilities included: the event of an error in this publication. TIME WILL BE OF THE ESSENCE. Near public transportation. Other terms if any, to be announced at the sale. 978.682-2521- 978-685-9509 Fannie Mae ("Federal National Mortgage Association") Present Holder of said Mortgage • LEGAL NOTICE Commonwealth of Massachusetts The Trial Court Probate and Family Court Essex Probate and Family Court 36 Federal Street Salem, MA 01970 (978) 744-1020 NOTICE OF PETITION FOR PROBATE OF WILL Docket No. - ES11P2473EA In the Estate of: Leo Paul Martineau Late of: Methuen, MA 01844 Date of Death: 02/03/2011 to all persons inter- ested in the above cap- tioned estate, a petition has been presented requesting that a docu- ment purporting to be the last will of said de- cedent be proved and allowed and that Matilda S Martineau of Methuen, MA be ap- pointed executor/trix, named in the will to serve Without Surety IF YOU DESIRE TO OBJECT THERETO, YOU OR YOUR AT- TORNEY MUST FILE A WRITTEN APPEAR- ANCE IN SAID COURT AT: Salem ON OR BEFORE TEN O'CLOCK IN THE MORNING (10:00 AM) ON: 10/24/2011 In addition, you must file a written affidavit of objections to the peti- tion, stating specific facts and grounds upon which the objection is based, within (30) days after the return day (or such other time as the court, on motion with notice to the petitioner, may allow) in accor- dance with Probate Rule 16. WITNESS, Hon. Mary Anne Sahagian, First Justice of this Court. Date: September 8, 2011 Pamela Casey O'Brien Register of Probate ET — 9/29/11 By Its Attorneys, Orlans Moran PLLC P.O. Box 962169 Boston, MA 02196 -Phone: (617) 502-4100 ET — 9/22, 9/29, 10/6/11 MORTGAGEE'S SALE OF REAL ESTATE By virtue of and in execution of the Power of Sale contained in a certain mortgage given by Robert Parsons to Mortgage Electronic Registration Sys- tems, Inc. acting solely as a nominee for Summit Mortgage, LLC, dated Au- gust 31, 2006 and recorded at Essex County (Northern District) Registry of Deeds in Book 10373, Page 52 of which mortgage CitiMortgage, Inc. is the present holder by assignment Recorded at Essex County (Northern District) Registry of Deeds in Book 12039, Page 71, for breach of conditions of said mortgage and for the purpose of foreclosing the same, the mortgaged prem- ises located at Unit No. 19-203 a/k/a Unit No. 203, in the Spicket Commons Condominium, 19 Hampshire Road, Methuen, MA 01844 will be sold at a Public Auction at 12:00 PM on October 24, 2011, at the mortgaged premises, more particularly described below, all and singular the premises described in said mortgage, to wit: With quitclaim covenants, Unit No. 19-203 of the Spicket Commons Con- dominium, created by Master Deed dated June 9, 2005, and recorded with the Essex County Northern District Registry of Deeds on June 20, 2005, in Book 9580, Page 154. The address of the Unit is 19-203 Hampshire Road, Methuen, Massachusetts 01844. The unit conveyed is laid out as shown on a plan filed herewith, which plan is a copy of a portion of the plans filed with said Master Deed, and to which is affixed a verified statement in the form provided in M.G.L. Ch. 183A, §9. It is subject to and with the benefit of the obligations, restrictions; rights and liability contained in General Laws Chap- ter 183A, the Master Deed and the By -Laws filed therewith, as the same may be amended from time to time. The Condominium and each of the Units are intended for residential purposes and other uses permitted by the applicable Zoning Ordinances and as set forth in the Master Deed. The undivided per• tentage interest of the unit conveyed hereunder in the common areas and facilities is .449%. This unit is conveyed subject to and with the benefit of all covenants, easements, agreements, restrictions, reservations and other mat- ters contained in the aforesaid Master Deed and the By -Laws of the Spicket Commons Condominium Association, Inc., dated June 14, 2005, and record- ed with the Essex County Northern District Registry of Deeds on June 20, 2005, in Book 9580, Page 202. This unit is also conveyed subject to and with the benefit of all other covenants, easements, agreements and other matters of record, insofar as the same are now in force and applicable. For mortgagor's title see deed recorded with the Essex County (Northern District) Registry of Deeds in Book 10373, Page 48. The premises will be sold subject to any and all unpaid taxes and other municipal assessments and liens, and subject to prior liens or other enforce- able encumbrances of record entitled to precedence over this mortgage, and subject to and with the benefit of all easements, restrictions, reservations and conditions of record and subject to all tenancies and/or rights of parties in possession. Terms of the Sale: Cash, cashier's or certified check in the sum of $5,000.00 as a deposit must be shown at the time and place of the sale in order to qualify as a bidder (the mortgage holder and its designee(s) are exempt from this requirement); high bidder to sign written Memorandum of Sale upon acceptance of bid; balance of purchase price payable in cash or by certified check in thirty (30) days from the date of the sale at the offices of mortgagee's attorney, Korde & Associates, P.C., 321 Billerica Road, Suite 210, Chelmsford, MA 01 824-41 00 or such other time as may be designated by mortgagee. The description for the premises contained in said mortgage shall control in the event of a typographical error in this publication." Other terms to be announced at the sale. Mortgage Electronic Registration Systems, Inc. acting solely as a nominee for Summit Mortgage, LLC Korde & Associates, P.C. . 321 Billerica Road Suite 210 Chelmsford, MA 01 824-41 00 (978) 256-1500 . (CMI 10-000703 /Parsons) ET -9/29, 10/6, 10/13/11 (09-29-11, 10-06-11, 10-13-11)(277686) I GEK•95353 a GE 1*tots Instructions Vertical Indudion Motors High Thrust Hollow and Solid -Shaft In -Line Solid -Shaft Frames 182-405 NEMA Type P Base Weather Protected Type I 7 � , v5 = X4'1, . SAFETY PRECAUTIONS WARNING High voltage and rotating parts can cause serious or fatal in- juries. Installation, operation, and maintenance of electric machinery should be performed by qualified personnel. Fam- iliarization with NEMA Publication MG -2, Safety Standard for Construction and Guide for Selection, Installation and Use of Electric Motors and Generators, the National Electri- cal Code, and sound local practices is recommended. For equipment covered by this Instruction Book, it is impor- tant to observe safety precautions to protect personnel from possible injury. Among the many considerations, personnel should be instructed to: • Avoid contact with energized circuits or rotating parts. • Avoid by-passing or rendering inoperative any safe- guards or protective devices. • Avoid use of automatic -reset thermal protection where unexpected starting of equipment might be hazardous to personnel. • Avoid contact with capacitors until safe discharge pro- cedures have been followed. • Be sure that the shaft key is fully captive before the motor is energized. • Avoid extended exposure in close proximity with high noise levels. • Use proper care and procedures in handling, lifting, in- stalling, operating, and maintaining the equipment. • Do not lift anything but the motor with the motor lifting means. Safe maintenance practices by qualified personnel are imper- ative. Before starting maintenance procedures, be positive that: • Equipment connected to the shaft will not cause mech- anical rotation. • Main machine windings and all accessory devices assoc- iated with the work area are disconnected from electrical power sources. If a high -potential insulation test is required, procedure and precautions outlined in NEMA Standards MG -1 and MG -2 should be followed. Failure to properly ground the frame of this machine can cause serious injury to personnel. Grounding should be in accordance with the National Electrical Code and consistent with sound local practice. a J Vertical Motors, GEK•95353 CONTENTS SUBJECT PAGE Safety Warnings.......................................................2 Introduction..........................................................4 Cross -Sectional Drawings ...................................... 16-17-18-19 Receiving, Handling & Storage...........................................4 Unpacking..................................................... .....5 Installation...............................................5 Location & Mounting..............................................5 Pump & System Precautions........................................5 Alingment of Solid -Shaft Motors ..................................... 5 Couplings for Hollow -Shaft Motors ................................... 5 General.....................................................5 Self -Release Couplings.........................................6 Bolted Couplings ....................................... .....6 Non -Reverse Couplings........................................7 Power Supply & Connections ........................................ 7 Wiring & Grounding..........................................7 Allowable Voltage & Frequency.................................7 Position of Conduit Box.......................................7 Lubrication.......................................................7 Operation............................................................8 Safety Warnings...................................................8 Steps Prior to Initial Start-Up.......................................8 Initial Start .......................................................8 Jogging and Repeat Starts ............ ............................9 Maintenance..........................................................9 Safety Warning ............................... ..................9 General..........................................................9 General Cleanliness................................................9 Coupling Maintenance .............................................9 Relubrication ............................................ ....10 Oil Lubricated Bearings.......................................10 Grease Lubricated Bearings....................................10 Oil Viscosity (Table II) ............................................ 11 End -Play Adjustment.............................................11 General....................................................11 Ball Thrust Bearings..........................................11 t Bearing Replacement..............................................11 Insulation Replacement ...................................... ... 11 Insulation & Windings ............................................ 11 General....................................................11 Vacuum & Compressed Air Cleaning ............................ 12 Cleaning With Water & Detergent .............................. 12 Cleaning With Solvents ....................................... 12 Revarnishing Windings ........................................ 12 Renewal Parts........................................................12 Trouble Shooting Chart ................................................13 Vertical Motors, GEK 95353 INTRODUCTION General Electric High -Thrust vertical motors covered by these in- structions are carefully constructed of high-quality materials and are designed to give long and trouble-free service when properly instal- led and maintained. These motors are generally used to drive pumps. Both HOLLOW -SHAFT and SOLID -SHAFT motors are des- cribed in this Instruction Book. Hollow -shaft construction is avail- able in frame sizes 213 and larger and Solid -shaft is available in 182 and larger frames. Figure I shows a typical 213-286 frame hollow - shaft high -thrust motor and Figure 2 shows the 324-405 frame con- struction. The solid -shaft construction js similar except that the top halfcoupfing is omitted, and the motor shaft extends out the bottom of the motor. See Figures 3 and 4. Solid -shaft high -thrust motors are not suitable for driving loads that impose significant radial load on the motor shaft; they should not, for example, be used for belt -drive applications. Motors may be supplied with different bearing arrangements for various external thrust conditions imposed by the pump, such as dif- ferent magnitudes of down -thrust and either momentary or contin- uous up -thrust. A typical high -thrust motor with angular -contact ball bearings is shown in Figures I and 2. This standard construction is for high continuous down -thrust and is suitable for momentary up -thrust capacity of a high -thrust motor. NOTE THAT ANGU- LAR -CONTACT BEARINGS CAN ONLY CARRY THRUST IN ONE DIRECTION. IN-LINE motors are designed to be mounted on pumps which are directly in the pipe -line and are also covered by this Instruction Book. These motors have two opposed -mounted angular -contact ball thrust bearings at the top end of the motor (182-286 bearings are in bottom end) so they can carry either up or down thrust. The lower guide bearing is a radial -ball type and also carries any radial load imposed by the pump. IN-LINE motors are always of the solid -shaft type. Since overloading greatly reduces bearing life, the amount of thrust applied should not exceed the recommended values. This Instruction Book applies to motors with Weather -Protected I enclosures as defined by NEMA. These are "open" motors. Weather -Protected I motor construction is shown in Figures 1 and 2 for Hollow -shaft motors and Figures 3 and 4 for Solid -shaft machines. RECEIVING, HANDLING AND STORAGE Each motor should be carefully examined when received and a claim filed with the carrier for any damage. The nearest office of the Gener- al Electric Company may offer guidance. WARNING: THE MOTOR SHOULD BE LIFTED BY THE LUGS PROVIDED. THESE L UGS A RE IN- TENDED FOR LIFTING THE MOTOR ONLY AND MUST NOT BE USED TO LIFTA NYA DDITIONA L WEIGHT. BE CAREFUL NOT TO TOUCH OVER- HEAD POWER LINES WITH LIFTING EQUIP- MENT. FAILURE TO OBSERVE THIS WARNING MAY RESULT IN PERSONAL INJURY OR DEA TH. If the motor is not to be installed immediately, it should be stored in a clean, dry location. Precautions should be taken to prevent the entrance of moisture, dust, or dirt during storage and installation. Precautions are taken by the factory to guard against corrosion. The machined parts are slushed to prevent rust during shipment. Ex- amine the parts carefully for rust and moisture, if the equipment is to be stored, and re -slush where necessary. Motors are shipped without oil in the bearing reservoirs (320 frame and larger). An oil film remains on the bearings, but if the storage 4 period is to exceed three months, the reservoirs should be filled. It is suggested that such oil -filled motors be conspicuously tagged in order to prevent mishandling, which would cause oil spillage and subsequent damage to the internal parts of the motor. When filling for storage, fill to the maximum level shown on`the gage or approxi- mately 1/2 inch over the mark showing the standstill level. Before operating the motor, drain this oil and refill with fresh oil. See instructions under RELUBRICATION on page 10 for oil rec- ommendations. During storage, windings should be protected from excessive moist- ure absorption by some safe and reliable method of heating. Space heaters, if supplied, may be used for this purpose. The temperature of the windings should always be maintained a few degrees above the temperature of the surrounding air. It is recommended that motors in storage be inspected, the windings meggered, and a log of perti- nent, data kept. Any significant decrease in insulation resistance should be investigated. If a motor is to be in storage for over one year, it is recommended that competent technical inspection service be obtained to ensure that the storage has been adequate and that the motor is suitable for service. Contact your nearest General Electric Sales office to arrange for inspection service. UNPACKING If the machine or machine parts have been exposed to low temper- atures, unpack it only after it has reached the temperature of the room in which it will be unpacked or located; otherwise sweating will occur. INSTALLATION WARNING: INSTALLATION SHOULD BE IN AC- CORDANCE WITH THE NATIONAL ELECTRI- CAL CODE AND CONSISTENT WITH SOUND LOCAL PRACTICES. COUPLING GUARDS SHOULD BE INSTALLED AS NEEDED TO PRO- TECT AGAINST ACCIDENTAL CONTACT WITH MOVING PARTS. MACHINES ACCESSIBLE TO PERSONNEL SHOULD BE FURTHER GUARDED BY SCREENING, GUARD RAILS, OR OTHER SUITABLE ENCLOSURE TO PREVENT ANYONE FROM COMING IN CONTACT WITH THEEQUIP- MENT. THIS IS ESPECIALLY IMPORTANT FOR MOTORS THAT ARE REMOTELY OR AUTO- MATICALLY CONTROLLED OR HAVE AUTO- MATIC RE -SETTING OVERLOAD RELAYS, SINCE SUCH MOTORS MAY START UNEXPEC TEDL Y. FAILURE TO OBSERVE THESE PRECAUTIONS MAY RESULT IN INJURY OR DEATH TO PER- SONNEL LOCATION AND MOUNTING Allow enough space around the motor to permit free flow of venti- lating air and to maintain an ambient temperature not over 40°C. Where a choice of locations is possible, install the motor so that it will be subjected to the least amount of dirt, dust, liquids, or other harmful materials. Mount the motor securely on a level, firm foun- dation, align accurately with the driven equipment, and tighten bolts securely. Weather -Protected Type I motors may be installed in indoor loca- tions with relatively high moisture content or sheltered outdoor loca- tions in dry climates. WARNING: IF IGNITABLE DUST OR LINT IS PRESENT THE SURFACE TEMPERATURE OF SPACE HEATERS, IF SUPPLIED, SHOULD NOT EXCEED 80 PERCENT OF THE IGNITION TEMP- ERATURE. REFER TO SPACE HEATER NAME- PLATE OR FACTORY FOR INFORMATION ON SURFACE TEMPERATURE. DUST AND/OR LINT SHOULD NOT BE ALLOWED TO BUILD UP AROUND THE SURFACE OF THE SPACE HEA TERS. FAILURE TO OBSERVE THESE PRECAUTIONS MAY RESULT IN DAMAGE TO EQUIPMENT, IN- JURY TO PERSONNEL OR BOTH. Vertical Motors, GEK•95353 WARNING: INSTALLATION OF THE MACHINE WHERE HAZARDOUS, FLAMMABLE, OR COM- BUSTIBLE VAPORS OR DUSTS PRESENTA POS- SIBILITY OF EXPLOSION OR FIRE SHOULD BE IN ACCORDANCE WITH THE NATIONAL ELEC- TRICAL CODE, ARTICLES 500-503, AND CONSIS- TENT WITH SOUND LOCAL PRACTICES. EX- TREME CARE IS REQUIRED FOR MACHINES SUPPLIED WITH AN EXPLOSION -PROOF OR DUST -IGNITION PROOF ACCESSORY DEVICE OR CONDUIT BOX SINCE ANY NICKS OR BURRS IN THE SEALING SURFACES DURING DISASSEMBLY AND REASSEMBLY MAY DES- TROY THE EXPLOSION -PROOF OR DUST -IGNI- TION PROOF FEATURES. FAILURE TO OB- SERVE THESE PRECAUTIONS MAY RESULT IN DAMAGE TO THE EQUIPMENT, INJURY TO PERSONNEL, OR BOTH. PUMP AND SYSTEM PRECAUTIONS Some precautions are necessary to assure satisfactory operation or motors in pumping service. The packing gland in the pump head should be kept in good condition so that the liquid being pumped will not be forced out along the shaft and enter the motor through the lower bearing housing. Motors driving pumps in pressure systems where the pressure is maintained after shut down should be protected from overspeeding by check valves, or non -reverse couplings. The SYSTEM REED CRITICAL FREQUENCY should be 25% above or below motor operating speed in order to avoid excessive vibration. ALIGNMENT OF SOLID -SHAFT MOTORS Accurate mechanical lineup is essential for successful operation. Mechanical vibration and roughness when the motor is running may indicate poor alignment. In general, lineup by straight edge across, and feeler gages between coupling halves is not sufficiently accurate. It is recommended that the lineup be checked with dial indicators. The space between coupling hubs should be maintained as recommended by the coupling manufacturer. COUPLINGS FOR HOLLOW -SHAFT MOTORS Vertical hollow -shaft motors are designed for driving deep -well, turbine -type pumps and can be equipped with either self -release, bolted, or non -reverse couplings as described in following sections. These couplings are located at the top of the motor and allow pump impeller position to be adjusted easily. The type of coupling is speci- fied by the customer. Remove the top cap for access to the coupling. Two slots are provided in the outside rim of the coupling so that a bar can be inserted to keep the assembly from turning while the, 5 Vertical Motors, GEK•95353 adjustment is being made. A coupling bolt can be screwed into one of the extra tapped holes in the top end shield to provide a stop for the bar. To prevent breakage, coupling bolts must be tightened to torque values indicated below for bolted or non -reverse couplings. been drawn up to its final position. To facilitate making the check, the motor outline prints shows a maximum dimension "XH" from the top of the coupling to the top of the pump shaft. Adhering to this design limit will allow the shaft and coupling to lift enough to clear the pins and still leave a small clearance between the shaft and cap. For standard motors, "XH" is as shown in Table I. CAUTION: IT SHALL BE THE INSTALLER'S RE- SPONSIBILITY IN ALL CASES TO ASCERTAIN THAT THESE TORQUE VA L UES ARE USED AND MAINTAINED. THIS SHALL INCLUDE THOSE INSTANCES WHEN THE COUPLING COMES MOUNTED IN THE MOTOR. FAILURE TO COM- PLY MAY CAUSE THE COUPLING BOLTS TO BREAK, WITH RESULTANT EXTENSIVE DAM- AGE TO THE EQUIPMENT. Self -Release Couplings Should the motor accidentally be run in the reverse direction, the pump line -shaft joints may unscrew. The self -release coupling acts to limit the amount of this unscrewing. In normal operation, torque from the motor is transmitted by the lower half -coupling through the driving pins to the upper half -coupling, and then to the pump shaft. If reversal occurs and the pump shaft starts to unscrew and lengthen, the upper half of the self -release coupling is lifted up off of the driving pins, thus uncoupling the pump from the motor. See Figure 2, where a self -release coupling is shown to the left of the shaft center -line. NOTE THAT SELF -RELEASE COUPLINGS CANNOT CARRY UP -THRUST. Proper functioning of a self -release coupling depends upon several factors. The pump shaft adjusting nut must be securely attached to the top half -coupling, and the top half -coupling must not bind on the lower half. Otherwise, the adjusting nut lock -screw may break instead of the coupling halves separating. Should this happen, the motor would continue to drive the pump fine shaft, and the joints would continue to unscrew. Serious damage to both motor and line shaft may result. Clearance between the coupling halves should be checked by placing the top half -coupling in position prior to instal- ling the motor. It should drop into place, and rest solidly on the lower half -coupling, without forcing. Proper alignment of the pump head -shaft within the motor hollow shaft is also important. After the coupling releases it no longer holds the pump shaft centered. If the alignment is not good, the motor shaft which is still rotating may rub the pump shaft which has stop- ped, and damage will result. A third requirement is that the distance between the top of the pump shaft and the inside of the top cap be at least enough to allow the top half -coupling, when it tries to release, to clear the pins before the shaft hits the cap. Check this clearance after the adjusting nut has Depending upon the circumstances causing reversal and upon which line -shaft joint unscrews, there may be enough energy stored in the rotating parts, at the time the coupling clears the pins, to cause the pump shaft to continue to rise and strike the top cap. However, if the above conditions are met, damage, even in the most severe cases, should be limited to a broken cap. It is intended that self -release couplings will be called upon to un- couple only infrequently. NOTE ANYTIME A SELF -RELEASE COUPLING UN -COUPLES, IT IS NECESSARY TO REMOVE ALL POWER AND MANUALLY RE -COUPLE. Un -coupling is most frequently caused by application of single- phase power after a power supply disturbance, while the motor is being driven in the reverse direction by the pump; this single-phase power causes the motor to take over and drive the pump in the re- verse direction and the pump shaft joints will then unscrew. To pre- vent this, select a motor starter which requires a manual start after any stop (rather than allowing automatic re -start as soon as power is applied to the starter), or incorporates a back -spin timer to keep power from being automatically reapplied to the motor until enough time has elapsed for water back-flow through the pump to stop for the motor to completely stop. Power supply phase -sequence reversal will also cause the motor to reverse and unscrew the pump shaft, but this rarely occurs. An anti- phase- reversal relay can he incorporated in the motor controller if desired. To prevent uncoupling on initial start-up, check motor rotation di- rection before installing the upper half -coupling to be sure direction is correct. To reverse direction of rotation, interchange any two power leads. Bolted Couplings Bolted couplings allow up -thrust from the pump to be taken'by the motor bearings. This type of coupling is similar to a self -release coupling except that the driving pins are replaced by bolts, which should be securely tightened to hold the two halves of the coupling together so that torque is transmitted by face friction. See torque requirements on page 6. This type of coupling does not have the self -release feature and allows reverse rotation. See the self -release coupling shown to the left of the motor center - fine in Figure 2, which is applicable to bolted couplings except that the headless drive pins are replaced by bolts as explained above. IN Table I Bok Size Torque Frame Size XH 1/4 10 Ib. ft. 213-215 2 inch 3/8 20 lb. ft. 254-256 2.25 inch 5/16 37 lb. ft. 284-286 2.50 inch 1/2 90 Ib. ft. 324-326 3.75 inch 5/8 180 Ib. ft. 364-365 3.75 inch 3/4 320 Ib. ft. 404.405 4.00 inch 1 710 lb. ft. CAUTION: IT SHALL BE THE INSTALLER'S RE- SPONSIBILITY IN ALL CASES TO ASCERTAIN THAT THESE TORQUE VA L UES ARE USED AND MAINTAINED. THIS SHALL INCLUDE THOSE INSTANCES WHEN THE COUPLING COMES MOUNTED IN THE MOTOR. FAILURE TO COM- PLY MAY CAUSE THE COUPLING BOLTS TO BREAK, WITH RESULTANT EXTENSIVE DAM- AGE TO THE EQUIPMENT. Self -Release Couplings Should the motor accidentally be run in the reverse direction, the pump line -shaft joints may unscrew. The self -release coupling acts to limit the amount of this unscrewing. In normal operation, torque from the motor is transmitted by the lower half -coupling through the driving pins to the upper half -coupling, and then to the pump shaft. If reversal occurs and the pump shaft starts to unscrew and lengthen, the upper half of the self -release coupling is lifted up off of the driving pins, thus uncoupling the pump from the motor. See Figure 2, where a self -release coupling is shown to the left of the shaft center -line. NOTE THAT SELF -RELEASE COUPLINGS CANNOT CARRY UP -THRUST. Proper functioning of a self -release coupling depends upon several factors. The pump shaft adjusting nut must be securely attached to the top half -coupling, and the top half -coupling must not bind on the lower half. Otherwise, the adjusting nut lock -screw may break instead of the coupling halves separating. Should this happen, the motor would continue to drive the pump fine shaft, and the joints would continue to unscrew. Serious damage to both motor and line shaft may result. Clearance between the coupling halves should be checked by placing the top half -coupling in position prior to instal- ling the motor. It should drop into place, and rest solidly on the lower half -coupling, without forcing. Proper alignment of the pump head -shaft within the motor hollow shaft is also important. After the coupling releases it no longer holds the pump shaft centered. If the alignment is not good, the motor shaft which is still rotating may rub the pump shaft which has stop- ped, and damage will result. A third requirement is that the distance between the top of the pump shaft and the inside of the top cap be at least enough to allow the top half -coupling, when it tries to release, to clear the pins before the shaft hits the cap. Check this clearance after the adjusting nut has Depending upon the circumstances causing reversal and upon which line -shaft joint unscrews, there may be enough energy stored in the rotating parts, at the time the coupling clears the pins, to cause the pump shaft to continue to rise and strike the top cap. However, if the above conditions are met, damage, even in the most severe cases, should be limited to a broken cap. It is intended that self -release couplings will be called upon to un- couple only infrequently. NOTE ANYTIME A SELF -RELEASE COUPLING UN -COUPLES, IT IS NECESSARY TO REMOVE ALL POWER AND MANUALLY RE -COUPLE. Un -coupling is most frequently caused by application of single- phase power after a power supply disturbance, while the motor is being driven in the reverse direction by the pump; this single-phase power causes the motor to take over and drive the pump in the re- verse direction and the pump shaft joints will then unscrew. To pre- vent this, select a motor starter which requires a manual start after any stop (rather than allowing automatic re -start as soon as power is applied to the starter), or incorporates a back -spin timer to keep power from being automatically reapplied to the motor until enough time has elapsed for water back-flow through the pump to stop for the motor to completely stop. Power supply phase -sequence reversal will also cause the motor to reverse and unscrew the pump shaft, but this rarely occurs. An anti- phase- reversal relay can he incorporated in the motor controller if desired. To prevent uncoupling on initial start-up, check motor rotation di- rection before installing the upper half -coupling to be sure direction is correct. To reverse direction of rotation, interchange any two power leads. Bolted Couplings Bolted couplings allow up -thrust from the pump to be taken'by the motor bearings. This type of coupling is similar to a self -release coupling except that the driving pins are replaced by bolts, which should be securely tightened to hold the two halves of the coupling together so that torque is transmitted by face friction. See torque requirements on page 6. This type of coupling does not have the self -release feature and allows reverse rotation. See the self -release coupling shown to the left of the motor center - fine in Figure 2, which is applicable to bolted couplings except that the headless drive pins are replaced by bolts as explained above. IN NalwieMeree Ccuongs The non -reverse type of coupling, as shown to the right of the motor centerline in Figures 1 and 2, is also a bolted type, and, in addition, it keeps the pump and motor from rotating in the reverse direction. Thus, it not only prevents damage from overspeeding and damage to water -lubricated pump shaft bearings, when during shutdown the residual water in the system drives the pump in the reverse direction. This type of coupling also allows up -thrust from the pump to be car- ried by the motor bearings. Motor torque is transmitted to the pump shaft through the two halves of the coupling which are bolted to- gether. See required bolt torques on page 6. The operation of a non -reverse coupling is explained as follows. When the motor is started in the correct or forward direction, the ratchet pins are lifted by the ratchet teeth, and are held up by centri- fugal force and friction when motor speed becomes high enough. When power is removed, the speed decreases, and the pins fall. At the instant of reversal, a pin will catch on a ratchet tooth and prevent backward rotation. The number of pins differs from the number of teeth to multiply the number of stopping positions. A very rapid decrease in speed can result in acceleration forces great enough to prevent the pins from dropping. This condition is further aggravated when the pins become dirty, and their action sluggish. If the time from shutdown (the instant the "stop" button is pressed) to zero speed is greater than two seconds, operation will be satisfactory. To permit operation when stopping time is less than two seconds, the pins are spring-loaded. For those cases involving cycling (frequent starting and stopping) and stopping times greater than two seconds, the springs may be removed to decrease wear on the ratchet plate. Pins and springs are made of heat-treated stainless steel. A complete non -reverse coupling consists of a self -release coupling plus a non -reverse assembly, which includes pin carver, pins, springs, pin retaining plate, and cap -screws. On motors covered by this Instruction Book, the ratchet teeth are an integral part of the Endshield Cover casting. A self -release or a bolted coupling can be converted to a non -reverse coupling on 326405 frame motors without disturbing the adjust- ment of the pump shaft nut. The non -reverse assembly will normally be received as a unit. To assemble it onto the motor, loosen the 3 small capscrews that hold the pin -retaining plate so this plate can be centered during assembly. Next, remove the drive -pins or bolts from the lower half -coupling. Then slide the non -reverse assembly down over the top half -coupling. Next insert the long capscrews through the plate, pin carver, and top coupling and into the lower coupling. Tighten them securely so that torque will be transmitted by friction between the coupling faces rather than through the bolts. See TORQUE REQUIREMENTS on page 6. Finally tighten the 3 small capscrews to secure the pin -retaining plate. On 213-286 frame machines, the pump shaft nut must be removed and the bolted or self -release coupling replaced with a non -reverse coupling. The top half of the coupling should seat solidly on the lower half and the pins should touch the bottom of the pockets between the teeth in the ratchet. The clearance between the pin carrier and the top of the ratchet teeth should be between 1/ 16 and 1/8 inch. When installing a non -reverse coupling do not use lubricant. Lubri- cation will lower the coefficient of friction between pins and pin - carrier, and the pins may not stay up when motor reaches full speed. Vertical Moron, GEK-96.463 Motors shipped from stock may have their top couplings and non - reverse assemblies packaged separately. They can be installed as described in previous paragraphs. POWER SUPPLY AND CONNECTIONS Wiring and Grounding WARNING, MOTOR AND CONTROL WIRING, OVERLOAD PROTECTION, AND GROUNDING SHOULD BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND CONSIS- TENT WITH SOUND LOCAL PRACTICES. FAILURE TO OBSERVE THESE PRECAUTIONS MAY RESULT IN DAMAGE TO THE EQUIP- MENT, INJURY TO PERSONNL, OR BOTH. Stator winding connections should be made as shown on the con- nection diagram or in accordance with the wiring diagram attached to the inside of the conduit box cover. For 3 -Lead motors no con- nection diagram is needed or supplied. The motor frame may be grounded by attaching a ground strap from a known ground point to the grounding bolt in the conduit box. Allowable VoNage and Frequency The power supply must agree with the motor nameplate voltage and frequency. Motors will operate (but with characteristics somewhat different from nameplate values) on line voltages within ±10 percent of nameplate value or frequency within ±5 percent, and a combined variation not to exceed ±10 percent. position of the Conduit Box When mounting conditions permit, the conduit box may be turned so that entrance can be made upward, downward, or from either side. LUBRICATION Motors with oil4ubricated bearings (324-405 frames) are shipped without oil. Before starting the motor, fill each reservoir to the stand- still level shown on the sight gage. Be careful to keep dirt out of the lubricant and bearing housing. Use only the oil specified on the lubrication nameplate or the lubri- cation instructions supplied with each motor. See RELUBRICA- TION and TABLE II on pages 10 and 11, and LUBE NAME- PLATE for oil grade and viscosity and further instructions. If reservoirs have had oil in them during storage period, drain out this old oil and refill reservoir with fresh oil when installing the motor for operation. 7 Vertical Motors, GEK•95353 OPERATION CAUTION: BEFORE ENERGIZING THE MOTOR FOR THE FIRST TIME. OR AFTER AN EXTEND- ED SHUT DOWN, IT IS ADVISABLE TO CHECK INSULATION RESISTANCE, POWER SUPPLY AND MECHANICAL FREEDOM OF THE MOTOR. IF THE MOTOR HAS BEEN STORED IN A DAMP LOCATION, DRY IT OUT THOROUGH- LY BEFORE OPERATING. WARNING: BE SURE THAT THE MOTOR ISNOT RUNNING AND THE POWER SUPPLY IS DIS- CONNECTED BEFORE WORKING ON MOTOR. STEPS PRIOR TO INITIAL START-UP OR START-UP AFTER A LONG IDLE PERIOD Check insulation resistance as indicated in the caution above. WARNING: BEFORE MEASURING INSULATION RESISTANCE, THE MACHINE MUST BE AT STANDSTILL AND ALL WINDINGS TO BE TEST- ED MUST BE ELECTRICALLY CONNECTED TO THE FRAME AND TO GROUND FOR A TIME SUFFICIENT TO REMOVE ALL RESIDUAL ELECTROSTATIC CHARGE. FAILURE TO OBSERVE THESE PRECAUTIONS MAY RESULT 1N INJURY TO PERSONNEL. In accordance with established standards, the recommended mini- mum insulation resistance for the stator winding is as follows: VS RS = +1 1000 Where RS is the recommended minimum insulation resistance in megohms at 40'C of the entire stator winding obtained by applying direct potential to the entire winding for one minute, and VS is rated machine voltage. NOTE: SEE IEEE RECOMMENDED PRACTICE FOR TESTING INSULATION RESISTANCE OF ROTATING MACHINES, PUBLICATION NO. 43, FOR MORE COMPLETE INFORMATION. If the insulation resistance is lower than this value, it may be wet and it is advisable to eliminate the moisture in one of the following ways: A. Dry the stator in an air circulating oven with the air surrounding the part at 95° C to 115°C until the stator has been above 90°C for at least four hours. Then the air temperature may be raised to 135°C to 155°C. Continue to heat until the insulation resistance is constant for a one- half hour period. B. Enclose the motor with canvas or similar covering, leaving a hole at the top for moisture to escape. Insert heating units or lamps and leave them on until the insula- tion resistance is constant for one-half hour period. Be careful not to get heating units so close to the winding that they cause localized damage. C. With the rotor locked and using approximately 10 percent of rated voltage, pass a current through the stator windings. Increase the current gradually until the temp- erature reaches 90°C. Do not exceed this temperature. Maintain a temperature of 90° C until the insulation resis- tance becomes constant for a one-half hour period. 2. Check bearing oil reservoirs to be sure they have been filled to the proper level with fresh oil. See RELUBRICATION AND TABLE 11 on pages 10 and 11, and LUBE NAMEPLATE on motor for oil grade and viscosity and further instructions. Be sure filler caps and drain plugs are securely tightened. 3. Whenever possible, examine the interior of the machine for loose objects or debris which may have accumulated, and remove any foreign material. 4. If possible, turn the rotor by hand to be sure that it rotates freely. 5. Check all connections with the connection diagram. Check all accessible factory -made connections for tightness to make sure none has become loose during shipment. 6. If possible leave motor un -coupled (or uncouple it) for initial operation so that motor vibration, noise, current and bearings can be checked un -coupled before they are masked by the pump. To run a VHS motor uncoupled, it is recommended that the pump head - shaft be removed. If this cannot be done remove the upper half - coupling and be sure the pump shaft is well centered in the motor shaft so it will not.rub. IF THIS IS DONE, ROTATE MOTOR BY HAND TO BE SURE THERE IS NO INTERFERENCE BE- TWEEN SHAFTS. Do not tryto run motor uncoupled by just re- moving gib -key. 7. When the driven machine is likely to be damaged by the wrong direction of rotation, it is imperative to uncouple the motor from its load during the initial start and make certain that it rotates in the correct direction. If it is necessary to change rotation, interchange any two line leads. For multispeed motors check each speed inde- pendently. On VHS motors do this before installing pump head - shaft and upper half -coupling. Some motors are designed for unidirectional rotation. Rotation of these motors must be in accordance with the rotation indicated on the nameplate and the outline furnished with the equipment. INITIAL START I. After inspecting the machine carefully as outlined above, make the initial start by following the regular sequence of starting opera- tions in the control instructions. 2. Run the motor uncoupled initially, if possible, checking for ab- normal noise, vibration or bearing temperatures, and for current and voltage balance. Then check motor operation under load for an initial period of at least one hour to observe whether any unusual noise or hotspots develop. ii I 0 ®R 3. In the event of excessive vibration or unusual noise, remove all power and disconnect the machine from the load and check the mounting and alignment. 4. Space heaters should be de -energized during motor operation. 5. Check line voltage on all 3 phases to be sure it is balanced and within 10% of motor rated voltage with motor drawing load current. Vertical Motors, GEK-95353 GENERAL Inspect the motor at regular intervals, as determined by service con- ditions. Keep the motor clean and the ventilation openings clear. In addition to a daily observation of the overall condition, it is rec- ommended that a regular inspection routine be set up to check periodically the following items: 6. Check the operating current against the nameplate value. Do 1. General Cleanliness not exceed the value of nameplate amperes X service factor (if any) 2. Insulation and Windings under steady continuous load. Also check to be sure that current in 3. Lubrication and Bearings all three lines is balanced. 4. Coupling bolt tightness JOGGING AND REPEAT STARTS CAUTION: REPEATED STARTS AND/OR JOGS OF INDUCTION MOTORS GREATLY REDUCE THE LIFE OF THE WINDING INSULATION. THE HEAT PRODUCED BY EACH ACCELERATION OR JOG IS MUCH MORE THAN THAT DISSI- PATED BY THE MOTOR AT FULL LOAD. IF IT IS NECESSARY TO REPEATEDLY START OR JOG A MOTOR, IT IS ADVISABLE TO CHECK THE APPLICATION WITH THE LOCAL GENERAL ELECTRIC SALES OFFICE. 7. Check motor heating but do not depend on your hand to deter- mine temperature. Use the temperature 'detectors furnished in the motor if there are any (eg., RTD's or thermocouples), or use a thermometer. If there is any doubt about the safe operating temper- ature, take the temperature of the part in question and confer with the nearest sales office of the General Electric Company. Give full details, including all nameplate information. Overheating of the motor may be caused by improper ventilation, excessive ambient temperature, dirty conditions, excessive current due to overload, unbalanced ac voltage or (if a variable speed con- troller is used) harmonics in power supplied to the motor. MAINTENANCE WARNING: BEFORE INITIATING MAINTEN- ANCE PROCEDURES, DISCONNECT ALL POWER SOURCES TO THE MOTOR AND ACCES- SORIES. FOR MACHINES EQUIPPED WITH SURGE CAPACITORS DO NOT HANDLE CAP- ACITOR UNTIL IT IS DISCHARGED BY A CON- DUCTOR SIMULATANEOUSLY TOUCHING ALL TERMINALS AND LEADS, INCLUDING GROUND. THIS DISCHARGE CONDUCTOR SHOULD BE INSULATED FOR HANDLING. REPLACE ALL NORMAL GROUNDING CON- NECTIONS PRIOR TO OPERATING. FAILURE TO OBSERVE THESE PRECAUTIONS MAY RESULT IN INJURY TO PERSONNEL GENERAL CLEANLINESS The interior and exterior of the machine should be kept free from dirt, oil, grease and conducting dust. Oily vapor, debris, or dust may build up and block off ventilation. Any of these contaminants can lead to early motor failure. Motor should be disassembled and thor- oughly cleaned periodically as needed. Motors may be blown out with dry, compressed air of moderate pressure. However, cleaning by suction is preferred because of the possibility of water in compressed air lines and the danger of blowing metal chips into the insulation with compressed air. WARNING: TO PREVENT INJURY TO EYES AND RESPIRATORY ORGANS, SAFETY GLASSES AND SUITABLE VENTILATION OR OTHER PRO- TECTIVE EQUIPMENT SHOULD BE USED. OP- ERATOR MUST NOT USE COMPRESSED AIR TO REMOVE DIRT OR DUST FROM HIS PERSON OR CLOTHING. Screens and covers are provided as necessary for protection of the equipment and personnel. All screens must be kept free of dirt and debris to ensure proper ventilation, and kept in place for protection of personnel. COUPLING MAINTENANCE The condition of non -reverse couplings should be checked periodic- ally by removing the top cap. If dirt has caused the action of the pins to become sluggish, the pin -carrier should be removed, disassembl- ed, and throughly cleaned with a suitable solvent. The parts should then be dried and reassembled in accordance with the instructions given under NON -REVERSE COUPLINGS on page 7. Sometimes, after a long period of operation with frequent stops and starts, the surface of the holes in the pin -carrier becomes polished, so that friction forces will not longer hold the pins clear of the ratchet teeth when the motor is running. This condition can be remedied by roughening these surfaces with a piece of emery paper wrapped around a rod. 9 Vert/cal Motors, GEK-95353 NOTE WHENEVER THE DISMANTLING OF COUPLINGS IS NECESSARY, THE USE OF WIT- NESS MARKS WILL ASSURE A BALANCED CONDITION WHEN REASSEMBLY IS COMPLETE. Bolts on both bolted couplings and non -reverse couplings should be checked periodically to be sure they are tight. See recommended tightening torques on page 6. REWBRICATION Oil Lubricated Bearings Motors 320 frame size and larger have an oil lubricated upper bear- ing. The following instructions apply to that bearing. Grease lubri- cated instructions for all other bearings are included in the next section. Motors covered by these instructions have oil lubricated bearings. Maintain proper lubrication by checking the oil level periodically and adding oil when necessary. Because of the clearing action of the bearing as the motor accelerates up to speed, and the expansion of the oil as it comes up to operating temperature, the oil level will be higher after the motor has been in operation for a while than it is with the motor at standstill. The normal level, with the motor stop- ped and the oil cold, is marked STANDSTILL LEVEL on the sight gage. Overfilling should be avoided not only because of the possibility that expansion may force the oil over the oil sleeve and into the motor, but also because operating with the oil level too high prevents the bearing from clearing itself of excess oil. The resultant churning can cause extra loss, high temperatures, and oxidized oil. If, during oper- ation, the oil level goes above the maximum shown on the sight gage, drain enough oil to bring the level back within the operating range. A hole is provided inside the drain plug to make it possible to do this without completely removing the plug. Do not permit the operating oil level to fall below the minimum shown on the gage. Should it ever become necessary to add excessive amounts of make-up oil, investigate immediately for oil leaks. Change oil at regular intervals. The time between oil changes de- pends upon the severity of operating conditions and, hence, must be determined by the motor user. One or two changes a year is average, but special conditions, such as high ambient temperature, may re- quire more frequent changes. Avoid operating motor with oxidized oil. Use only best grade, oxidation and corrosion inhibited turbine oil produced by reputable oil companies. The viscosity (weight) of the oil to be used depends upon the type and size of the bearing, its load and speed, the ambient temperature, and the amount and tempera- ture of the cooling water (if used). The lubrication nameplate or in- struction with each motor specified the viscosity range of oil suitable for average conditions. The usual recommendations are summariz- ed in Table II, Oil Viscosity. Operation in ambient temperatures that are near or below freezing may require preheating the oil or the use of a special oil. Grease Lubricated Bearings The thrust bearing on 182-286 (bottom bearing) and the guide bear- ing on the 182-405 frame (182-286 top bearing and 324-405 bottom bearing) are generally grease lubricated. The thrust bearings of motors with speeds above 1800 RPM should be regreased every 1000 hours of operation with an interval not to exceed 3 months. For motors with speeds 1800 RPM and below, regrease every 2000 hours of operation with the interval not to exceed 6 months. The guide bearings should be regreased in accordance with attached schedule. Type Service Typical Examples Relubrication Interval Easy Infrequent operation 1 year Standard One -or -two shift operation 6 months Severe Continuous Operation 3 months Very Severe Dirty locations and/or high ambient temperatures 2 months Relubrication should be with General Electric D6A2C5 grease for best results, unless special grease is specified on the nameplate. The following procedure should be used in regreasing: f- 1. Stop the unit 2. Disconnect unit from the power supply 3. Remove the relief plug and free the hole of hardened grease. 4. Wipe the lubrication fitting clean and add grease with 1 a hand -operated gun. 5. Leave the relief plug temporarily off. Reconnect the unit and run for about 20 minutes to expel the excess grease 6. Stop the unit; replace the plug 7. Restart the unit CAUTION: FAILURE TO OBSERVE THE FORE- GOING INSTRUCTIONS FOR REGREASING MAY RESULT IN GREASE LEAKAGE AND/OR BEARING DAMAGE. In some cases, water cooling for the oil is impractical or undesir- able, and the normal operating oil temperature will be in range of 1700 F to 210'F. Also, in some cases the bearing size, thrust -load and speed are so high that even with water cooling the normal oil temper- ature may be as high as 21001'. In these cases, it is especially impor- tant that proper viscosity, high-grade oil containing an oxidation inhibitor be used. Observe the condition of the oil frequently and change oil when it begins to show signs of deterioration. Oil -lubricated bearing housings are provided with large settling chambers in which dust, dirt, and sludge collect. Unless the oil has been permitted to oxidize, the draining of the old oil during regular changes will usually provide sufficient flushing action to clean out the reservoir. Whenever the motor is disassembled for general cleaning and recon- ditioning, the bearing housing may be washed out with a suitable cleaning solvent. 1, 1, 1 Trichloroethane may be used, following same instructions and cautions as shown for cleaning windings on pages I I and 12. Avoid using any solvent that will soften the paint used on the interior of the oil reservoir. Be sure that the oil metering hole is clear, and then dry the housing thoroughly before reassembly. Vertical Motors, GEK-95353 TABLE II OIL VISCOSITY (For a particular motor, refer to the lubrication nameplate or instructions.) Oil Viscosity -SUS Bearing Function Bearing and Location Type @ 1000F @ 210° F G -E Spec. Thrust Bearing Angular Contact Ball 150 45 D6B6A (In top endsheild) 320-405 Frame END -PLAY ADJUSTMENT Most high -thrust motors are designed to withstand only momentary up -thrust. This up -thrust, which can exist for a few seconds during starting, is taken by the guide bearing. To prevent the thrust bearing from losing radial stability during this time, the motor endplay is limited to a small amount by adjustment of the motor shaft nut or by shimming. This adjustment is made at the factory and need not be disturbed on a new motor. However, should the motor be disas- sembled for any reason, the adjustment must be made during reas- sembly to avoid damaging the bearings, or having some rotating part rub against a stationary part. The procedure depends upon the type of thrust bearing. Lower ihnut Bearing —182.286 Frames, Grease LuMcaled Standard high -thrust motors are designed to withstand only momentary up -thrust. This up -thrust which can exist for a few sec- onds during starting, is taken by the guide bearing. To prevent the thrust bearing from losing radial stability during this time, the motor end play is limited to a few thousandths of an inch by shims inserted in the housing above the upper bearing. This adjustment is made at the factory and need not be distrubed on a new motor. However, should the motor be disassembled for any reason, the adjustment must be made upon reassembly to avoid damaging the bearings. Whenever these motors are reassembled, the shims should be re- placed and the end play checked to see that it falls within the allow- able 0.005 to 0.007 inch. See Figures 1 and 3. Motors which must withstand continuous up -thrust have a some- what different construction. The thrust bearing is arranged to take this up -thrust and is clamped in the bearing housing. No shims are used in these motors since the lower bearing is of the type which can withstand axial load in both directions. See Figure 3a. Ball Ttmut Bearing — 324405 Frames, Oil Lubricated For a motor with angular -contact ball thrust bearings, refer to Fig- ures 2 and 4. When the motor shaft nut is tightened, the rotor, shaft, and lower bearing seats against the lower bearing cover. Further tightening of the nut preloads the bearings. (Note that shoulder on the shaft below the lower half -coupling is purposely located so that it does not seat against the coupling.) The best way to adjust the nut is by trial, using an indicator between the lower half -coupling and top endshield, and lifting the rotor to check the end -play after each setting of the nut until between 0.002 and 0.005 inch is obtained. The nut should then be locked with its lockwasher. If equipment is not available to use this method, the fol- lowing procedure may be used. Tighten the motor shaft nut carefully until all end -play is removed and the rotor just fails to turn freely. Then back the nut off 1/ 6 turn and lock with its washer. An assem- bly nameplate giving this information is mounted on the motor. Motors which must withstand continuous up -thrust have a some- what different construction. The upper (thrust) bearing is arranged to take this up -thrust; it consists of angular -contact thrust bearings mounted back-to-back (DB). (See Figure 4a.) The inner rings are locked on the lower half -coupling with a nut and the outer rings are clamped in the endshield with a ring. The shaft shoulder below the lower half -coupling is so located that it seats against the lower half - coupling before the lower bearing comes up against its cover. No special adjustment is necessary when reassembling this type of motor, and the motor shaft nut can be pulled down tight and locked. The end play of the motors using DB -mounted bearings will then be very small, 0.005 inch or less. BEARING REPLACEMENT In general, replacement bearings should be of the same type, and in- stalled in the same relative position, as the original bearings. When removing bearings, apply steady, even pressure parallel to the shaft or lower half -coupling center -line. Apply this pressure to the inner race whenever possible. Angular -contact bearings which have failed, and are especially tight on the coupling, can sometimes be removed by using the following procedure: separate the bearing by forcing the outer race over the balls; then with a torch, apply quick heat to the inner race while also applying pulling pressure. Angular -contact bearings which are to be stacked together should have their high points of eccentricity (indicated by a burnished spot on the inner race) fined up. All bearings should be of same manufact- ure and of the type that permits stacking. Some motors with angular -contact ball bearings are supplied with removable spacer rings under the outer race of the thrust bearing so that the thrust rapacity can be increased by adding an extra bearing or bearings. When these bearings are installed, the high points of eccentricity should be lined up with the keyway in the lower half - coupling. If the original bearings have been in service, they should be replaced at the time this conversion is made. INSULATION AND WINDING MAINTENANCE General For long life and satisfactory operation, insulated windings should be kept clean and free of dirt, oil, metal particles, and other contami- nants. A variety of satisfactory and acceptable methods are available for keeping equipment clean. The choice of method will depend greatly on time, availability of equipment, and/or the insulation Vertical Motors, GEK•95353 system. However, vacuum and/or compressed air cleaning with nonmetalic hose tips should preceed cleaning with water and deter- gent or with solvents. Tightly adhering dirt may require gentle brushing or wiping to get it loose. WARNING: TO PREVENT INJUR Y TO EYES AND RESPIRATORY ORGANS SAFETY GLASSES AND SUITABLE VENTILATION OR OTHER PRO- TECTIVE EQUIPMENT SHOULD BE USED. Vacuum And Compressed Air Cleaning Compressed air may be used to remove loose dirt and dust from air passages such as air ducts. Suction should be used to remove dirt and dust particles from winding to void driving particles into the wind- ings and damaging the coils. CAUTION: CARE MUST BE TAKEN TO MAKE SURE THAT THE AIR SUPPLY IS DRY AND THAT EXCESSIVE AIR PRESSURE IS NOT USED. GENERALLY A PRESSURE OF NOT MORE THAN 30 PSI IS RECOMMENDED. WARNING: OPERATOR MUST NOT USE COM- PRESSED AIR TO REMOVE DIRT OR DUST FROM HIS PERSON OR CLOTHING. Cleaning With Water and Detergent This method is very effective in cleaning windings when used with a low-pressure steam jenny (maximum steam flow 30 PSI and 90°C). CAUTION: TO MINIMIZE POSSIBLE DAMAGE TO VARNISH AND INSULATION, A FAIRLY NEUTRAL NON—CONDUCTING TYPE OF DE- TERGENT, SUCH AS DUBOIS FLOW, SHOULD BE USED. A PINT OF DETERGENT TO 20 GAL- LONS OF WATER IS RECOMMENDED. If a steam jenny is not available, the cleaning solution may be applied with warm water by a spray gun. After the cleaning operation, the windings should be rinsed with water or low-pressure steam. It is advisable to dry the windings. Refer back to Insulation Resis- tance on page for instructions on how to proceed. Cleaning With Solvents WARNING: MANY CLEANING FLUIDS ARE FLAMMABLE AND/OR TOXIC TO PREVENT INJURY TO PERSONNEL AND PROPERTY, CARE SHOULD BE TAKEN TO A VOID FLAMES, SPARKS, ETC. SAFETY GLASSES SHOULD BE USED AND CONTACT WITH THE SKIN SHOULD BE AVOIDED. THE AREA SHOULD BE WELL VENTILATED OR PROTECTIVE EQUIPMENT SHOULD BE USED. Although cleaning with water and detergent is the preferred method, solvent cleaning may be used when heat drying facilities are not available. 12 1, 1, 1 Trichloroethane' is recommended for use as the cleaning sol- vent. Solvent cleaning of sihcone-insulated windings (Class H insu- lated machines) is not recommended. WARNING: WHILE 1, 1, 1 TRICHLOROETHANE IS CONSIDERED TO BE NON—FLAMMABLE AND HAS A RELATIVELY LOW ORDER OFTOX- ICITY, IT SHOULD BE USED ONLY IN A WELL- VENTILA TED A REA THA TIS FREE FROM OPEN FLAMES. AVOID PROLONGED EXPOSURE TO ITS VAPOR. FAILURE TO OBSERVE THESE PRECAUTIONS MAY RESULT IN INJURY TO PERSONNEL. Windings cleaned with solvent should be dried thoroughly by circu- lation of dry air before voltage is applied. • One commercial source of 1, 1, 1 Trichloroethane is Chlorothene NU, which is a Trade -mark of the Dow Chemical Company, Midland, Michigan. Revamishing Windings After several cleanings with water and detergent, it may be neces- sary to revarnish the windings. GE 9522 or equivalent varnish treat- ment is recommended for Class B and Class F systems. This varnish is available from the General Electric Company Insulating Materials Department or GE Service Shops. All systems treated with varnish No. 9522 or equivalent must be baked until the windings are at 150°C for four hours. RENEWAL PARTS I"V When ordering parts, give description and state quantity of parts desired, together with the nameplate rating, model, and serial 1 number of the motor. For couplings, also specify the type, bore, and keyway size. Requests for additional copies of these instructions or inquiries for specific information should be addressed to the nearest sales office of the General Electric Company. r. Vertical Motors, GEK•95353 TROUBLE SHOOTING CHART Affected Parts Difficulty What to Check Windings Overheating • Calibration of measuring instrument • Excessive load • Unbalanced a -c current 0 Improper or restricted ventilation • Excessive ambient temperature • Short circuited coil or windings • Dirty windings • Unbalanced voltage • Harmonics in Power Supply (Variable Frequency Control) • Fan broken Bearings Overheating • Calibration of measuring instrument • Worn out or dirty oil • Insufficient oil • Misalighnment • Excessive thrust or radial loading • Shaft currents • Improper end -play • Fan broken Bearing Housing Oil Leaks • Incorrect grade of oil (type or viscosity) • Loose fittings • Cracked/ Porous casting • Over -filled • Water in oil Motor Excessive Vibration • Unbalance • Misalignment • Improper or settled foundation • Non-uniform air gap • Rubbing parts • Bent shaft • Unbalanced stator current • Damaged bearings • Reed Critical Frequency • Incorrect end -play • Fan broken Motor Failure to Start • Wrong transformer taps • Wrong connections • Open circuit • Excessive line drop (low voltage at motor) • Excessive load • Rotor rubs • Wrong direction of rotation Insulation Low insulation • Moisture, dirt, metal particles, oil or other contaminents on resistance or the insulated windings insulation failure • Wrong voltage • Excessive temperature • Voltage surges/ lightning • Mechanical damage • Excessive vibration with resultant mechanical damage • Single -Phasing 13 GIB KEY TOP CAP MOTOR SHAFT NUT AND LOCKWASHER TOP HALF - COUPLING LOWER HALF - COUPLING END PLAY ADJUSTING SHIMS UPPER (GUIDE) BEARING GREASE FITTING SCREEN ' UPPER BEARING CAP AIR GAP CONDUIT BOX LOWER BEARING CAP GREASE RETAINER SCREEN SCREEN GREASE FITTING CUSTOMER MOUNTING FIT 4 POLE LABYRINTH SEAL 2 POLE PIN RETAINING PLATE SPRING /RATCHET PIN (NON REVERSE COUPLING) IN CARRIER DRIVING PIN (SELF -RELEASE COUPLING) COUPLING KEY RATCHET PLATE _r --UPPER ENDSHIELD -- LIFTING LUG GREASE RELIEF PLUG \IR INTAKE AIR EXHAUST \UPPER AIR DEFLECTOR -STATOR FRAME STATOR LAMINATIONS ROTOR LAMINATIONS ROTOR FAN AND ENDRING STATOR COILS LOWER AIR DEFLECTOR AIR EXHAUST -LOWER THRUST BEARING FIGURE 1 - 213-286 FRAME MOTORS TYPICAL HOLLOW SHAFT HIGH -THRUST WEATHER -PROTECTED I MOTOR WITH ANGULAR -CONTACT BALL LOWER THRUST BEARING. 16 °fD AIR INTAKE I I,I GREASE RELIEF PLUG __ II BASE ENDSHIELD CUSTOMER MOUNTING HOLE 1BILIZER BUSHING LABYRINTH SEAL (IF REQUIRED) FIGURE 1 - 213-286 FRAME MOTORS TYPICAL HOLLOW SHAFT HIGH -THRUST WEATHER -PROTECTED I MOTOR WITH ANGULAR -CONTACT BALL LOWER THRUST BEARING. 16 TOP CAP GIB KEY PIN RETAINING PLATE •4. TOP HALF-COUPLING SPRING r MOTOR SHAFT NUT PIN CARRIER AND LOCKWASHER RATCHET PIN LOWER HALF NON -REVERSE COUPLING COUPLING ! LOWER HALF DRIVE PIN SELF COUPLING KEY RELEASE COUPLING RATCHET/ENDSHIELD OIL FILLER PLUG OVER PLATE VENT HOLE OIL BAFFLE OIL LEVEL SIGHT GAUGE I I PPER THRUST BEARING OIL SLEEVE I I I OIL METERING HOLE _ r LIFTING LUG OIL DRAIN PLUG I I PPER ENDSHIELD AIR INTAKE SCREEN UPPER AIR DEFLECTOR AIR EXHAUST SCREEN STATOR COILS I ROTOR FAN AND ENDRING I 4 POLE i 2 POLE ROTOR KEY (360 & 400 ONLY) ,I E'--ROTOR LAMINATIONS I STATOR LAMINATIONS I AIR GAP LOWER AIR DEFLECTOR I I AIR DISCHARGE i I i LOWER BEARING CAP SCREEN R EXHAUST SCREEN I I I i LOWER GUIDE BEARING I I GREASE FITTING BEARING NUT AND LOCKWASHER GREASE RELIEF PLUG BASE ENDSHIELD LABYRINTH SEAL CUSTOMER MOUNTING HOLE STABILIZER-LABYRINTH SEAL (WHEN REQUIRED) CUSTOMER MOUNTING FIT FIGURE 2 - 324405 FRAME MOTORS TYPICAL HOLLOW SHAFT HIGH-THRUST WEATHER-PROTECTED I MOTOR WITH ANGULAR-CONTACT BALL UPPER THRUST BEARING. 17 GREASE FITTING UPPER GUIDE BEARING AIR INTAKE SCREEN AIR EXHAUST SCREEN ROTOR FAN AND ENDRING - CONDUIT BOX _ AIR GAP R DISCHARGE SCREEN BASE ENDSHIELD CUSTOMER MOUNTING HOLE `�_ CUSTOMER MOUNTING FIT RELIEF PLUG LABYRINTH SEAL ADJUSTING SHIMS ,LIFTING LUG UPPER ENDSHIELD UPPER BEARING CAP 'PER AIR DEFLECTOR STATOR COILS IATOR LAMINATIONS OTOR LAMINATIONS FRAME LOWER AIR DEFLECTOR BEARING CAP LOWER THRUST BEARING -GREASE FITTING CREASE RELIEF PLUG FIGURE 3A FIGURE 3 - 182-286 FRAME MOTORS TYPICAL SOLID SHAFT HIGH -THRUST WEATHER PROTECTED I MOTOR WITH ANGULAR CONTACT LOWER BEARING. TYPICAL SOLID SHAFT CON- STRUCTION FOR CONTINUOUS UP AND DOWN THRUST IS SHOWN IN FIGURE 3A. 18 TOP CAP MOTOR SHAFT NUT ' AND LOCK WASHER\ I COUPLING OIL FILLER PLUG VENT HOLE OIL LEVEL SIGHT GAUGE\ ,i OIL SLEEVE - OIL DRAIN PLUG ­` OIL METERING HOLE, AIR INTAKE SCREEF AIR EXHAUST SCREEN POLE X FIGURE 4A AIR CONDUIT BOX SCREEN LABYRINTH SEAL COUPLING KEY �ENDSHIELD COVER PLATE -OIL BAFFLE -UPPER THRUST BEARING iff ---------;1 I _ _LIFTING LUG -'u ---UPPER ENDSHIELD UPPER AIR DEFLECTOR STATOR COILS ROTOR FAN AND END RING 2 ROTOR KEY POLE (360 & 400 ONLY) ROTOR LAMINATIONS STATOR LAMINATIONS AIR GAP LOWER AIR DEFLECTOR t,____GREASE OWER BEARING CAP AIR EXHAUST SCREEN OWER GUIDE BEARING GREASE FITTING EARING NUT AND OCK WASHER RELIEF PLUG MOUNTING HOLE CUSTOMER MOUNTING FIT FIGURE 4 - 324-405 FRAME MOTORS TYPICAL UPPER BEARING CONSTRUCTION FOR WEATHER PROTECTED I SOLID SHAFT MOTORS SUITABLE FOR HIGH DOWN THRUST, MOMENTARY UP -THRUST AND LIMITED ENDPLAY. TYPICAL SOLID SHAFT AND INLINE PUMP MOTOR CONSTRUCTION FOR CONTINUOUS UP AND DOWN THRUST ARE SHOWN IN FIGURE 4A. 19 INSTRUCTION MANUAL FOR INSTALLATION, OPERATION AND MAINTENANCE AND LIST OF PARTS CLOSE COUPLED PUMPS TYPES C, H, F, CF and VU INSTRUCTION MANUAL NO. IM -104 �e abody owa y FRESNO, CALIFORNIA • 209/442-4000 "There's a Difference... " WARRANTY: Each product manufactured by Peabody Floway is warranted to be free of defects in material and workmanship for a period of one (1) year after the product is first put into operation or eighteen (18) months after date of shipment, whichever is less, when the product is in the hands of the original user and the product has been used properly for the purpose for which sold; and provided that Seller shall be notified within thirty (30) days from the earliest date on which an alleged defect could have been discovered, and further that the defective good(s) or part(s) shall be returned to Seller, freight prepaid by such user, at Seller's request. No material will be accepted at seller's plant without a Return Material Authorization (RMA) number first obtained from seller. All material returned must be clearly marked with such RMA number. Unless expressly stated otherwise, warranties in the nature of perfor- mance specifications furnished in addition to the foregoing on a product manufacturec by Peabody Floway, if any, are based on laboratory tests corrected for field performance. Due to inaccuracies of field testing, if any conflict arises between the results of field testing conducted by or for the user, and laboratory tests corrected for field performance, the latter shall control. No equipment shall be furnished on the basis of acceptance by results of field testing, unless such tests are made in accord- ance with the engineering practices outlined in Section 6.1 through 6.12 (or successor provisions) of the American National Standards Institute Bulletin 858.1, latest edition. Such performance warran- ties are void if impellers are trimmed by anyone other than factory personnel or those authorized by Seller. Further, they are only for the design point specified and relate only to performance at the time of installation. All purchased items (accessories and other equipment not manufactured by Peabody Floway) are warranted only for the period and to the extent of the original manufacturer's warranty, and shall be subject to all of the terms and conditions of such warranty. THERE ARE NO EXPRESS OR IMPLIED WARRANTIES, INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, WHICH EXTEND BEYOND THOSE DESCRIBED OR REFERRED TO ABOVE. The sole and exclusive remedy for breach of any and all warranties with respect to any product shall be replacement or repair at Seller's election, f.o.b. factory, of such goods and/or parts as prove defec- tive. There shall be no further liability, whether based on warranty, negligence or otherwise; no claims for labor or consequential damages shall be payable. Unless Buyer clearly shows that none of the following were a cause of an alleged defect, all warran- ties are void if: (a) Pump is handling liquids other than clear, fresh nonaerated water at a temperature not exceeding 85 degrees F. or such other liquids and/or temperatures contrary to those specified by the shipping order; (b) If pump has been handling abrasive material; (c) If pump is slow, due to low voltage or other reason beyond control of Seller; (d) If pump is installed in a well or sump which is not sufficiently straight and plumb and of suf- ficient diameter to allow the pump to hang free and plumb; (e) If pump is damaged from electrolysis, graphitization, corrosion, or erosion; (f) If air or vapor is allowed to enter the pump section; (g) Parts not furnished by Seller are used in head, bowl or column assembly; or (h) If a foot valve is used without consent of Seller on any unit except the 'WATERMASTER'. None of the provisions hereof may be altered or modified unless in a separate writing signed by Seller. GENERAL: Should any of the terms and provisions of purchaser's order be in any way inconsistent with the terms and conditions herein, the same shall not be binding on seller and shall not be con- sidered applicable to the sale. No waiver, alteration, or modification of any of the provisions herein shall be binding unless in writing and signed by an executive officer of seller at its Home Office in Fresno, California. The failure of seller to enforce any right seller may have under the terms and con- ditions hereof or otherwise shall not constitute a waiver of such right with respect to future occa- sions for enforcement thereof, nor shall any such failure or failures establish any custom or usage. It shall be the obligation of every distributor, dealer, reseller or other person between seller and the end user to whom such person resells seller's products to make known to such end user all warranty pro- visions hereof. TABLE OF CONTENTS SECTION III Page INSTALLATION Page Warranty . . ... .. . .. ... .. .... .. III -1 SECTION IV 4 Important Note ....... ............ iii OPERATION 4 VI -2 Equipment & Tools ... . ....... 15 III -3 IV -1 Pre -Starting Checks .......... 10 SECTION I III -4 IV -2 Initial Starting ... . ....... ... 10 GENERAL INFORMATION & DESCRIPTION III -5 IV -3 Packing Box Adjustment . ....... 10 I-1 General Information ........ . . 1 IV -4 Lineshaft Lubrication .......... 11 I-2 Identification .............. 1 SECTION V III -8 I-3 General Description ........... 1 MAINTENANCE I-4 Drivers ................. 1 17 Flanged Couplings .......... I-5 Discharge Head Assembly ....... 2 V-1 General ................. 12 I-6 Column Assembly .. .......... 2 V-2 Periodic Inspection ........ ... 12 I-7 Bowl Assemblies ............ 2 V-3 Packing Box Maintenance ..... ... 12 III -10 Packing Boxes .............. 9 VII -2 Stocking Spare Parts ........... A. Greasing the Packing Box ...... 12 Enclosing Tube Tension ......... 9 VII -3 Returning Parts ............. 18 B. Replacing Packing ....... ... 12 SECTION II AND CHARTS C. Start Up With New Packing .. ... 12 PRE -INSTALLATION Type "H" Unit ............ 1 D. Auxiliary Packing Box Maintenance . 12 II -1 Receiving & Unloading .......... 3 V-4 Mechanical Seal Maintenance ...... 13 II -2 Storage .................. 3 V-5 Impeller Re -Adjustment ...... . .. 13 II -3 Uncrating & Cleaning ........... 3 V-6 Pump Lubrication .. .. ..... ... 13 II -4 Installation Equipment & Tools ..... 3 V-7 Driver Lubrication ........... 13 II -5 Pre -Installation Check List ....... 3 V-8 Troubleshooting ......... ... 14 SECTION III SECTION VI INSTALLATION REPAIRS III -1 General .................. 4 VI -1 General ................. 15 III -2 Foundation ...... .. ....... 4 VI -2 Equipment & Tools ... . ....... 15 III -3 Installing Pump .. . . .......... 4 VI -3 Packing Box Repairs .... ...... 15 III -4 Installing Hollow Shaft Driver .... .. 5 VI -4 Mechanical Seal Repairs ........ 15 III -5 Installing Solid Shaft Driver ...... 6 VI -5 Disassembly ............... 15 III -6 Impeller Adjustment - General .... .. 7 VI -6 Inspection & Cleaning ..... 16 III -7 Impeller Adjustment -Hollow Shaft Driver 7 VI -7 Replacement Parts . ........ ... 17 III -8 Impeller Adjustment -Solid Shaft Driver. 8 VI -8 Lubrication ................ 17 A. Adjusting #1 Thru #4 Adjustable VI -9 Assembly .............. ... 17 Flanged Couplings .......... 8 VI -10 Tension Nut Assembly and Adjustment . 17 B. Adjusting #4111) And Larger SECTION VII Adjustable Flanged Couplings .. .. 8 PARTS LIST 1II-9 Mechanical Seal . ............ 9 VII -1 Ordering Parts .............. 18 III -10 Packing Boxes .............. 9 VII -2 Stocking Spare Parts ........... 18 III -11 Enclosing Tube Tension ......... 9 VII -3 Returning Parts ............. 18 LIST OF ILLUSTRATIONS AND CHARTS SECTION I Page SECTION V Page Fig. I-1 Type "H" Unit ............ 1 Fig. V-1 Standard Packing Dimensions .. ... 12 SECTION III Fig. V-2 Effect of Raising Semi -Open Impellers . 13 Fig. V-3 Troubleshooting Chart ......... 14 Fig. III -1 Recommended Anchor Bolt Arrangement 4 Fig. III -2 Motor Guide Bushing Location .... 5 SECTION VI Fig. III -3 Hollow Shaft Driver Clutch ...... 6 Fig. VI -1 Correct Positioning of Wrenches Fig. 1114 Driver Half -Coupling Correctly on Shafting ..... .. . .. ..... 16 Positioned . .. .. . . ... ... . . 6 Fig. VI -2 Standard Enclosing Tube and Fig. III -5 Types of Impellers .......... 7 Lineshaft Projection . . . ... . ... 16 Fig. III -6 #1 Thru #4 Adjustable Flanged Fig. VI -3 Torque Values for Standard Fasteners. 17 Coupling (Illustrated With Spacer) ... 8 Fig. VI -4 Tension Nut Assembly .. ... .... 17 Fig. III -7 Locking Adjusting Nut on #1 Thru #4 Adjustable Coupling .......... 8 SECTION VII Fig. III -8 #4HD & Larger Adjustable Flanged Coupling (Illustrated With Spacer) ... 9 Fig. VII -1 Adjustable Flanged Coupling SECTION IV Parts List ............... 19 Fig. VII -2 Pump Parts List ... . .. ..... 20 Fig. IV -1 Recommended Lineshaft Oil ...... 11 Fig. VII -3 Pump Parts List . ... .. ..... 22 ii IMPORTANT NOTE The descriptions and instructions included in this book cover the standard design of the equipment and any common deviations when possible. This book does not cover all design details and variations nor does it provide for every possible contingency which may be encountered. When information cannot be found in this book, contact the nearest Floway representative. Do not install this equipment other than in accordance with the instructions contained in this manual. This equipment (or a prototype) has been shop tested and found satisfactory for the conditions for which it was sold. The following instructions should be completely read before starting to install the unit. The unit is capable of many years of trouble-free operation when properly applied, installed and maintained. These instruc- tions present the basic information and methods required for proper installation and maintenance. STUDY THIS INSTRUCTION MANUAL DISCHARGE HEADS -TYPE A a AF OPEN LINESHAFT 33 m NOTE: COMPLETE PUMP DESCRIP- TION WITH SERIAL NUMBER MUST BE SUPPLIED WHEN 2 ORDERING PARTS. REF. NO. DESCRIPTION 1 Discharge Head Casting 7 Snap Plugs (2) 13 Pipe Plug 15 Top Column Flange 16 Top Column Flange Capscrews (set) 17 Top Column Flange Casket 23 Driver Bolts & Nuts (set) 26 Head Nameplate with Drivescrews 30 Headshaft 31 Headshaft Nut 32 Headshaft Nut Lockscrew 33 IGib Key 66 Top Llneshaft 75 Stuffing Box 76 Stuffing Box "O" Ring 77 Stuffing Box Bearing 78 Stuffing Box Capscrews (set) 79 Grease Zerk with Cover 80 Packing Rings (set) 85 Packing Gland 86 Packing Gland Stud E Nuts (set) 99 Water Slinger 150 Top Column 170 IShaft Coupling 8. 7E 7E 7E 75 17 15 16 Illustrated with Standard Packing Box. All other standard shaft sea] arrangement available. "There's a Difference... " 32 31 170 99 66 86 30 77 3 7 50 SECTION I GENERAL INFORMATION AND DESCRIPTION 1-1. GENERAL INFORMATION The length of satisfactory service obtained from the equipment will, in part, depend on proper installation and maintenance. This instruction manual is provided to present the basic information for operating, mainte- nance and management personnel. Due to the many varia- tions and custom designed units it is impossible to cover every design variation or contingency which may arise, however, the basic information contained herein will cover most questions. 1-2. IDENTIFICATION Should questions arise concerning the pump, the factory will require the complete serial number to be of assistance. The serial number is stamped on a metal nameplate affixed to the discharge head assembly. The driver will have a separate nameplate attached to it— when requesting information on the driver both the driver serial number and pump serial number will be required. 1-3. GENERAL DESCRIPTION The basic components of Close Coupled Pumps are the driver, discharge head assembly, column assembly (when used), and bowl assembly. The pumps are nor- mally shipped assembled and ready for installation. The drivers, couplings and strainers (when used) are shipped un -assembled to prevent damage. 1-4. DRIVERS A variety of drivers may be used, however, electric motors are most common. For the purposes of this manual all types of drivers can be grouped into two categories: 1. Hollow shaft drivers where the pump shaft extends thru a tube in the center of the rotor and is connected to the driver by a clutch assembly at the top of the driver. 2. Solid shaft drivers where the rotor shaft is solid and projects below the driver mounting base. This type driver requires an adjustable coupling for connecting to the pump. Fig. 1-1 Type "H" Unit DISCHARGE HEAD ASSEMBLY COLUMN ASSEMBLY BOWL ASSEMBLY 1-5. DISCHARGE HEAD ASSEMBLY The discharge head supports the driver and bowl assembly as well as supplying a discharge connection (the type 11VU" discharge connection will be located on one of the column pipe sections below the discharge head). A shaft sealing arrangement is located in the discharge head to seal the shaft where it leaves the liquid chamber. The shaft seal will usually be either a mechanical seal assembly or packing box. 1-6. COLUMN ASSEMBLY Column assembly is of two basic types, either of which may be used on close coupled units: 1. Open lineshaft construction utilizes the liquid being pumped to lubricate the lineshaft bearings. 2. Enclosed lineshaft construction has anenclosingtube around the lineshaft and utilizes oil, grease or injected liquid (usually clean water) to lubricate the lineshaft bearings. 2 Column assembly will consist of column pipe, which connects the bowl assembly to the discharge head and carries the pumped liquid to the discharge head; shaft, connecting the bowl shaft to the driver; and may contain bearings if required for the particular unit. Column pipe may be either threaded or flanged. NOTE: Some units will not require column assembly, having the bowl assembly connected directly to the discharge head. 1-7. BOWL ASSEMBLIES The bowl assembly consists of impellers rigidly mounted on the bowl shaft which rotate and impart energy to the fluid, bowls to contain the increased pressure and direct the fluid, suction bell or case which directs the fluid into the first impeller, and bearings located in the suction bell (or case) and each bowl. A SEPARATE INSTRUCTION MANUAL IS AVAILABLE ON REQUEST WHICH PROVIDES CONSTRUCTION DE- TAILS AND REPAIR INSTRUCTIONS FOR FLOWAY BOWL ASSEMBLIES. SECTION II PRE -INSTALLATION 11-1. RECEIVING AND UNLOADING 4. wire brush, scraper and fine emory cloth. When shipment is received extreme care should be exercised when unloading. Heavy parts should be skidded to the ground if lifting equipment is not available. Do not drop the unit, or any parts, as damage may cause trouble in assembly and operation of the units. Inspect unit for signs of transit damage before begin- ning to uncrate or put into storage. If damage is evident the local transporting company agent should be notified before uncrating and a claim filed with the agent. II -2. STORAGE If the unit is to be stored prior to installation carefully select a storage space so the unit will not be subjected to excess moisture, extreme weather conditions, corro- sive Rimes, or other harmful conditions. Carefully in- spect the unit and clean any rust spots on machined surfaces with fine emory cloth and coat with a rust preventative. If the unit is stored for a long period it should be inspected from time to time and cleaned as required. II -3. UNCRATING & CLEANING If unit appears undamaged proceed to uncrate. The pump is shipped as a unit from the factory and it is advisable to lift into the vertical position before uncrating. If this is not possible the longer units must be supported at more than one place when raising to the vertical position. Clean all parts of all dirt, packing materials and other foreign matter. Flush the pump inside and outside with clean water. Clean all machined surfaces —these are coated with a rust preventative before shipment which must be removed. Remove any rust spots found on the machined surfaces with fine emory cloth. Clean all threaded connections and any accessory equipment. NOTE: Parts and accessories may be placed inside ship- ping containers or attached to skids in indi- vidual packages. Inspect all containers, crates and skids for attached parts before discarding. II -4. INSTALLATION EQUIPMENT AND TOOLS No installation should be attempted without equipment adequate for the job. The following list coversthe prin- cipal items required for an installation. 1. Mobile crane capable of hoisting and lowering the weight of the pump or motor. 2. Cable sling for attaching to the pump and motor lifting eyes. 3. Ordinary hand tools — end wrenches, socket set, screw drivers, allen wrenches, etc. 5. Thread compound (white lead and oil, or equal) and light machinery oil. II -5. PRE -INSTALLATION CHECK LIST The following checks should be made before starting actual installation to assure proper installation and prevent delays: 1. Where more than one unit is received, check the pump serial number against the packing slip to be sure the correct unit is being installed. 2. Check the driver horsepower and speed indicated on the driver nameplate, and the horsepower and speed in- dicated on the pump nameplate (located on the discharge head) to be sure they agree. NOTE: A slight difference between the speeds (RPM) shown on the driver and pump nameplates is O.K., however, the difference should not be more than 1 to 27o. 3. With motor driven units be sure the voltage and frequency on motor nameplate agree with the service available. Also make sure the horsepower and voltage rating of the control box or starter agrees with horse- power and voltage rating of motor. 4. Check the depth of the sump against the pump length to be sure there will be no interference. 5. Check the proposed liquid level in the sump against the pump length — the bottom stage of the pump must be submerged at all times. 6. Clean the sump and piping_ system before installing the pump. 7. Check the installation equipment to be sure it will safely handle the equipment. 8. Check all pump connections (bolts, nuts, etc.) for tightness. These have been properly tightened before leaving the factory, however, some connections may have worked loose in transit. 9. On hollow shaft drivers check the clutch size against the shaft size which must go thru the clutch. Sometimes the shaft size coming thru the discharge head is different from the shaft size going thru the driver —be sure you check against the shaft which will go thru the driver. 10. On solid shaft drivers check the motor shaft size against the coupling bore size. 3 SECTION III INSTALLATION 111-1. GENERAL This is a precision piece of equipment and should be treated as such. Proper installation is necessary to provide maximum service from the pump. To insure proper alignment three items are very important during installation: 1. All machined mating surfaces (such as the mating flanges of pump and driver) must be clean and free of burrs and nicks. These surfaces should be cleaned thoroughly with scraper, wire brush and emory cloth If necessary and any nicks or burrs removed with a fine file. 2. Exterior strain must not be transmitted to the pump. The most common cause of trouble in this respect is forcing the piping to mate with the pump. It is recom- mended that flexible connectors be installed in the piping adjacent to the pump. This is especially critical on type I1V1P' units where the discharge may be several feet below the supporting structure and a relatively small strain can cause mis-alignment, 3. All threads should be checked for damage and re- paired if necessary. If filing is necessary, remove the part from the pump if possible, or arrange a rag to catch all filings so they do not fall into other parts of the pump. Clean all threads with wire brush and cleaning solvent, ends of shafts must be cleaned and any burrs removed since alignment depends onthe shaft end shutting squarely. Lubricate all screwed connections with a thread lubricant — a mixture of white lead and oil is suitable for steel — an anti galling compound such as "Never -Seen" should be used on stainless and monel mating threads. CAUTION: Apply thread lubricant sparingly to male shaft threads only when making up shaft connections — excess lubricant should not be allowed to get between the ends of the shaft. III -2. FOUNDATION The foundation may consist of any material that will afford permanent, rigid support to the discharge head W will absorb expected stresses that maybe encountered in service. Concrete foundations should have anchor bolts installed in sleeves twice the diameter of the bolt to allow align- ment with the holes in the mounting plate as illustrated in figure III -1. 4 ANCHOR BOLT D.. �{ caour 1 UMP OPENING FOR PUMP- I I •� e'Q 2 "D" DIA. PIPE.7 2 "D" P i I �� o ` V 4 SQUARE PLATE d h I .�•, .i. 1/2" MIN. Fig. III -1 . Recommended Anchor Bolt Arrangement III -3. INSTALLING PUMP 1. Position lifting equipment so it will center over the foundation opening. NOTE: Sump and piping should be thoroughly cleaned of all loose debris before starting installation. 2. If a soleplate is used level the mounting surface and grout and anchor in place. 3. Clean pump discharge flange. NOTE: All machined surfaces are coated with rust preventative prior to shipment — this must be completely removed along with any paint over - spray or rust which might be on the machined faces. The faces should be scraped and wire brushed first and then fine emory cloth used to remove any stubborn spots. 4. Lift pump, mount strainer if required, and lower slowly into sump. Hand guide the pump as it is lowered and watch for any obstructions or binding of the pump which can be felt thru the hands. Stop lowering unit when still a few inches off foundation. NOTE: Be particularily careful not to damage anypiping which may extend down along the column and/or bowl assembly. This piping (when used) must re- main open — should it be damaged it should be removed and replaced. 5. Rotate pump until discharge flange faces proper direction for alignment with piping and align anchor bolt holes. 6. Slowly lower pump onto foundation. 7. Install anchor bolts or nuts, but do not tighten. 8. Pipe from discharge shifting the pump slightly on the foundation if required to facilitate alignment. CAUTION: Exterior stresses should not be trans- ferred to the pump — all piping must be carefully aligned and supported to prevent this. NOTE: It is strongly recommended that flexible con- nector s (Dre ssor Couplings, or equal) be installed in the piping immediately adjacent to the pump. 9. Tighten discharge flange bolting — be sure the flanges mate without forcing. 10. Tighten anchor bolting. III -4. INSTALLING HOLLOW SHAFT DRIVER 1. Clean driver mounting flange on discharge head and check for burrs or nicks on the register and mounting face. Oil lightly. 2. Remove driver clutch. 3. Lift driver and clean mounting flange, checking for burrs and nicks. 4. Some electric motors will be supplied with a "lower guide bushing" which is installed at the bottom of the motor to stabilize the shaft at this point. Some motor manufacturers mount this guide bushing before shipping while others will ship the guide bushing with instructions for field mounting. Check the packing slip to see if a guide bushing is required, if so, determine if the bushing is already mounted or not and proceed accordingly. See Fig. III -2. 5. Raise and center driver over pump. 6. Lower carefully until about 1/411 above mounting flange. Rotate driver until junction box on motor or imput shaft on gear drive is in correct position. Align bolt holes and insert bolts. 7. Lower carefully into place making certain that the female register on the driver mates over the male register on the pump. 8. Tighten mounting bolts. 9. Check driver manufacturer's instruction manual for special instructions including lubrication instructions and follow all "start up" directions. 10. Electric drivers should be checked for rotation at this time. Make electrical connections and jog motor momentarily to check rotation. DRIVER MUST ROTATE COUNTER CLOCKWISE when looking down at top end of motor. To change the direction of rotation on a three phase motor, interchange any two line leads. To change direction of rotation on a two phase motor, interchange the leads of either phase. CAUTION: Reverse rotation with the pump con- nected can cause extensive damage to the pump — AL- WAYS check rotation before connecting driver to pump. GUIDE BUSHING LOCATED AT BOTTOM OF MOTOR INSIDE HOLLOW SHAFT Fig. III -2 Motor Guide Bushing Location 11. Mechanical seal should be installed at this time if the pump is so equipped and the mechanical seal was shipped not installed — see paragraph III -9 for further details. NOTE: On units equipped with one piece headshaft (no lineshaft coupling between driver and pump) Steps 12, 13 and 14 will not be applicable. 12. Clean all shaft threads (both ends of head shaft and on top shaft). Try the lineshaft coupling and headshaft nut on their respective threads. These should thread on by hand — if not clean up threads with fine three cornered file. Check ends of shaft where they will butt inside lineshaft coupling, ends must be square and clean. 13. Lubricate top shaft threads and thread (LEFT HAND threads) lineshaft coupling half way onto top shaft. CAUTION: Apply thread lubricant only to male shaft threads and sparingly to avoid build-upbetween ends of shaft which could cause mis-alignment. 5 14. Lubricate head shaft threads and lower head shaft carefully down thru driver and thread into lineshaft coupling. Shafts must butt against each other. NOTE: Head shaft should stand centered (long shafts may lean slightly from own weight; however, they can be centered without effort) in the driver hollow shaft — if not check driver mounting flange for improper mounting and reclean ends of shaft where coupled inside discharge head. 15. Install clutch on driver being careful that it fits down properly. 16. Install gib key in clutch and shaft. 17. Thread adjusting nut down (RIGHT HAND threads) on shaft until it bears against clutch. HEo T NUT KEY : REW Fig. III -3. Hollow Shaft Driver Clutch 18. See paragraph II1-6 for impeller adjustment. 19. Adjust mechanical seal AFTER adjusting impellers. III -5. INSTALLING SOLID SHAFT DRIVER 1. Clean driver mounting flange on discharge head and check for burrs or nicks on the register and mounting face. Oil lightly. 2. Clean headshaft threads, lubricate and try adjusting nut. The adjusting nut should run down on the threads by hand. 3. Lift driver and clean mounting flange, checking for burrs and nicks. 4. Install driver half -coupling on driver shaft (See Figure III -6 and III -8 for coupling illustrations): a. Place straight key into keyway, be sure the key is up far enough to clear the groove cut around the shaft near the end. 9 b. Slide driver half -coupling onto shaft far enough to insert the circular thrust ring into the shaft groove. c. Install circular thrust ring in shaft groove — when properly positioned the half -coupling will slip down over the circular key and hold it in position — see figure III -4. DRIVER SHAFT SQ. KEY DRIVER HALF COUPLINGi ' FITS OVER CIRCULAR THRUST RING AND CIRCULAR THRUST RING HOLDS IN POSITION Fig. 111-4. Driver Half -Coupling Correctly Positioned 5. Mechanical seal should be installed at this time if the pump is so equipped and the mechanical seal was shipped not installed — see paragraph III -9 for further details. 6. Install pump half - coupling on head shaft: a. Slide pump half -coupling onto shaft. b. Install key and push down to clear threads. c. Thread adjusting nut (RIGHT HAND threads) onto shaft until end of shaft is even with top of adjusting nut. 7. Center motor over pump and rotate to align mount- ing holes. Electric motors—rotate junctionbox into desired position. Gear Drives — rotate input shaft into desired position. 8. Lower driver carefully into place making certain that the female register on the driver mates over the male register on the pump. 9. Bolt driver to discharge head. 10. Check driver manufacturer's inslructionsfor special instructions including lubrication instructions and follow all ''start up" instructions. 11. Electric drivers should be checked for rotation at this time. Make electrical connections and jog motor momentarily to check rotation. DRIVER MUST ROTATE COUNTER CLOCKWISE when looking down at top end of motor. To change the direction of rotation on a three phase motor, interchange any two line leads. To change direction of rotation on a two phase motor, interchange the leads of either phase. CAUTION: Before jogging motor make sure coupling halfs are not touching and that the driver can rotate freely without rotating the pump. Driver half -coupling must be in proper position as shown in Figure III -4 so the circular thrust ring will not come out. CAUTION: Reverse rotation with the pump con- nected can cause extensive damage to the pump — AL- WAYS check rotation before connecting driver to pump. 12. On pumps using the spacer type coupling bolt the spacer to the driver half -coupling. 13. #1 thru #4 couplings — thread the adjusting nut up the shaft until the pump half -coupling can be bolted to the spacer or driver half -coupling and bolt together. #4 1/2 and larger couplings — thread adjusting nut up until there is 1/8" gap between nut and spacer or driver half -coupling. NOTE: Adjusting Nuts on all sizes have drilled holes in side for inserting handle of hex wrench or round bar to facilitate adjustment. 14. See paragraph 1II-6 for impeller adjustment. 15. Adjust mechanical seal AFTER adjusting impellers. III -6. IMPELLER ADJUSTMENT- GENERAL Proper impeller adjustment positions the impeller inside the bowl assembly for maximum performance. The im- pellers must be raised slightly to prevent dragging on the bowls. Impellers are of two basic types "enclosed" and "semi -open" (sometimes called "semi -enclosed"), the type impeller will determine proper adjustment. The type of impellers installed in the pump canbe determined from the pump nameplate or packing slip. The second letter of the pump type indicates enclosed impellers by "K" and semi -open by 11011, thus "DOM" would indicate semi -open impellers while "DKM" would indicate en- closed impellers. SEMI -OPEN TYPE IMPELLER ENCLOSED TYPE IMPELLER Fig. III -5 Types of Impellers ENCLOSED IMPELLERS —Enclosed impellers shouldbe raised 1 1/2 to 2 turns of the adjusting nut or approxi- mately 1/811. SEMI -OPEN IMPELLERS—The adjustment of semi -open impellers is more critical than for enclosed impellers. The performance of the pump will vary considerable (see Figure V-2, Section V) for a small change in the impeller setting. For maximum performance the impel- ler must run within a few thousands' of the bowl seat — the exact shaft adjustment will vary according to variables of each installation; however, for close coupled units as covered by this manual a general rule of .015" plus .005" for each 100 feet of discharge head produced by the pump plus .005" for each 10feet of column assem- bly will provide near ideal adjustment. The highest discharge head the unit will be expected to operate against should be used for this adjustment. As an example — a pump designed to operate at 400' discharge head but will also be operated against a closed valve for short periods at which time it will produce 5001, therefore 5 x .005" = .025". If the unit has 20' of columnassem- bly — 2 x .005 = .010". The initial adjustment would be .025" + .010" + .015" = .050". CAUTION: The impellers must be down against the bowl seat when starting impeller adjustment — all di- mensions and instructions given above assume the im- pellers are initially all the way down. When pumps are subjected to suction pressure the pressure acting against the shaft tends to raise it. If the suction pressure is great enough it can raise the shaft. Make sure the shaft is down when starting to adjust the impellers. If, after making the above adjustment the pump does not deliver its rated capacity the impellers can be lowered one step at a time until the lowest possible adjustment is achieved without the impellers dragging. Onthe other hand, if the impellers appear to be dragging after the initial adjustment the unit should be stopped and the im- pellers raised one step. Dragging impellerswill increase the load markedly and can usually be heard and felt as increased vibration. NOTE: If semi -open impellers are raised and then ad- justed down a slight increase in power required will be noted due to the increased delivery of the pump. Do not confuse this with the marked in- creased when the impellers are lowered enough to drag. III -7. IMPELLER ADJUSTMENT - HOLLOW SHAFT DRIVER Impeller adjustment when using hollow shaft drivers is accomplished at the top of the driver by the following pro- cedure. The driver canopy will have to be removed before beginning. 1. Install headshaft as outlined in paragraph III -4 if not already in place. 7 2. Install driver clutch in accordance with driver in- struction manual and bolt into place. 3. Install gib key, making sure top of gib key pushes down below top of clutch. 4. Check shaft position — raise shaft slightly by hand and lower until there is a definite feel of metal contact- ing metal. This indicates the impellers are "onbottom" and is the correct starting position for impeller ad- justment. 5. Thread headshaft nut down (RIGHT HAND threads) until impellers are just lifted off their seat and the shaft will rotate freely. When semi -open impellers are used the correct determination of the point where the im- pellers just barely clear their seat is very important for proper adjustment. 6. Adjust impellers as outlined in paragraph 111-6. 7. Lock headshaft nut with lockscrews inserted down thru holes in headshaft nut and threaded into driver clutch. CAUTION: Always lock headshaft nutbefore starting driver. Failure to do so could result in damage to the pump and driver. III -8. IMPELLER ADJUSTMENT - SOLID SHAFT DRIVER Impeller adjustment when using solid shaft drivers is accomplished in the adjustable flanged coupling located below the driver. Adjustment will vary slightly between the two types of adjustable flanged couplings used, there- fore the instructions will be separated. The packing slip will indicate the size coupling used or refer to figure III -6 or 111-8 for identification. III -8A. ADJUSTING #1 THRU #4 ADJUST- ABLE FLANGED COUPLINGS 1. Assemble coupling on pump and driver as outlined in paragraph III -5. K__110711 SPACER BO LOCK N LOCK N COUPLII BO SHAFT KEY HALF- PLING 2. Back adjusting nut up shaft (threads are RIGHT HAND) until the nut bears firmly against spacer or driver shaft and headshaft will not move down. This will insure that the impellers are all the way down against their seat and in proper position for adjustment. 3. Thread adjusting nut down until impellers are just lifted off their seat and the shaft will rotate freely. When semi -open impellers are used the correct determination of the point where the impellers just barely clear their seat is very important for proper adjustment. 4. Adjust impellers as outlined in paragraph III -6. 5. Lock adjusting nut by installing lockscrew thru threaded hole in side of pump half coupling and into hole drilled in side of adjusting nut. Adjusting mit may have to be turned slightly to line up hole; however, note that there are two tapped holes in side of pump half -coupling which will minimize the amount the adjusting nut will have to be rotated. XSCREW THREADS IRU SIDE OF PUMP COUPLING AND TO HOLE DRILLED IN ADJUSTING NUT AR THRUST Fig. III -7 Locking Adjusting Nut on 01 RING Thru'04 Adjustable Coupling (Illustrated Without Spacer) TING NUT CREW IALF- LING :EY PIN 1AFT Fig. III -b 01 Thru #4 Adjustable Flanged Coupling (Illustrated with Spacer) CAUTION: Always lock adjusting nutbefore starting driver. Failure to do so could result in damage to the pump and driver. III -8B. ADJUSTING #4HD AND LARGER ADJUSTABLE FLANGED COUPLINGS 1. Assemble coupling on pump and driver as outlined in paragraph Ill -5. DRIVER SHAFT CIRCULAR THRUST RING DRIVER - HALF -COUPLING KEY -SPACER BOLTS -LOCK NUTS _LOCK NUTS SPACER �,NX, QX ��` %4ADJUSTING J NUT %/%0 ! N� • -NA PUMP KEY k8 ��.!M .1 I COUPLING BOLTS DOWEL PIN HEADSHAFT Fig. III -8 #4HD & Larger Adjustable Flanged Coupling (Illustrated with Spacer) 2. Back adjusting nut up shaft (threads are RIGHT HAND) until the nut bears firmly against spacer or driver shaft and head shaft will not move down. This will insure that the impellers are all the way down against their seat and in proper position for adjustment. 3. Thread adjusting nut down until the proper impeller adjustment as outlined inparagraphIlI-6canbemeasured between the adjusting nut and spacer or driver half coupling as shown in figure I11-8. 4. Slide pump half -coupling up shaft and align adjusting nut bolt holes with those in pump half coupling. Rotate driver shaft until bolts can be inserted and tightened. 5. Tighten all bolts which will raise impellers to correct operating position. III -9. MECHANICAL SEAL Because of the numerous mechanical seal arrangements available separate instruction manuals are written cover- ing installation and operation of the seal. There are, however, comments which apply to all seals. 1. The seal cavity must be clean before installing seal. 2. The faces and register of the seal housing and seal housing cover must be clean and free of burrs. 3. The shaft seal is a precision product. Treat it with care. Take particular care not to scratch or chip the lapped faces of the runner or seat. 4. Circulation lines must remain in place and open. Do not remove. 5. Impeller adjustment must be made PRIOR to seal adjustment. READ THE MECHANICAL SEAL INSTRUCTION MANUAL FURNISHED WITH THIS UNIT. III -10. PACKING BOXES Packing boxes are pre -packed at the factory and WM be factory installed. Do not tighten the packing gland. See Section V for further information. III -11 . ENCLOSING TUBE TENSION The enclosing tube (enclosed lineshaft design) tension is pre -adjusted at the factory before shipping. Additional adjustment will not be required. See assembly in- structions (Chapter VI) if assembly or adjustment is required for any reason. E SECTION IV OPERATION IV -1 . PRE—STARTING CHECKS Before starting the pump the following checks should be made: 1. Rotate the pump shaft by hand to make sure the pump is free and the impellers are correctly positioned. 2. Is the shaft adjusting nut properly locked into position? 3. Has the driver been properly lubricated in accord- ance with the instructions furnished with the driver? 4. Has the driver been checked for proper rotation: If not, the pump must be disconnected from the driver be- fore checking. The driver must rotate COUNTERC LOCK - WISE when looking down at the top of the driver. 5. Check all connections to the driver and control equipment. 6. Check that all piping connections are tight. 7. Check all anchor bolts for tightness. 8. Check all bolting and tubing connections for tight- ness (driver mounting bolts, flanged coupling bolts, seal housing cover bolts, seal piping, etc.). 9. On pumps equipped with packing box make sure the gland nuts are only finger tight — DO NOT tighten pack- ing gland before starting. 10. On pumps equipped with mechanical seals clean fluid should be put into the seal chamber. With pumps under suction pressure this can be accomplished by bleeding all air and vapor out of the seal chamber and allowing the fluid to enter. With pumps not under suction pressure the seal chamber should be flushed liberally with clean fluid to provide initial lubrication. Make sure the mechanical seal is properly adjusted and locked into place. NOTE: After initial start up, pre -lubrication of the mechanical seal will usually not be required as enough liquid will remain in the seal chamber for subsequent start up lubrication. 11. On pumps equipped with enclosed lineshaft, lubricat- ing fluid must be available and should be allowed to run into the enclosing tube in sufficient quantity to thoroughly lubricate all lineshaft bearings. 911 IV -2o INITIAL STARTING 1. If the discharge line has a valve in it, it should be partially open for initial starting. 2. Start lubrication liquid flow on enclosed lineshaft units. 3. Start the pump and observe the operation. If there is any difficulty, excess noise or vibration, stop the pump immediately and refer to Section V for probable cause. 4. Open the discharge valve as desired. 5. Check complete pump and driver for leaks, loose connections or improper operation. 6. If possible, the pump should be left running for approximately 1/2 hour on the initial start up, this will allow the bearings, packing or seals, and other parts to "run-in" and reduce the possibility of trouble on future starts. NOTE: If abrasives or debris is present upon start-up the pump should be allowed to run until the pump - age is clean. Stopping the pump when handling large amounts of abrasives (as sometimes present on initial starting) may lock the pump and cause more damage than if the pump is allowed to continue operation. C A U T 10 N: Every effort should be made to keep abrasives out of lines, sump, etc. so that abrasives will not enter the pump. IV -3. PACKING BOX ADJUSTMENT On the initial starting it is very important that the packing not be tightened too much. New packing must be "run in" properly to prevent damage to the shaft and shorten- ing of the packing life. See paragraph V -3C, page 12 for further information. The packing box must be allowed to leak for proper operation. The proper amount of leakage can be determ- ined by checking the temperature of the leakage, this should be cool or just lukewarm — NOT HOT—usually 40 to 60 drops per minute will be adequate. When adjusting the packing gland bring both nuts down evenly and in small steps until the leakage is reduced as required. The nuts should only be tightened about 1/2 turn at a time at 20 to 30 minute intervals to allow the packing to "run-in". Under proper operation a set of packing will last a long time. Occasionally anew ring of packing will need to be added to keep the box full. After adding two or three rings of packing, or when proper adjustment cannot be achieved, the packing box should be cleaned completely of all old packing and re -packed. IV -4. LINESHAFT LUBRICATION Open lineshaft bearings are lubricated by the pumped fluid and on close coupled units (less than 30' long) will usually not require pre or post lubrication. Enclosed lineshaft bearings are lubricated by extraneous liquid (usually oil or clean water) which is fed to the tension nut by either a gravity flow or pressure injection system. The gravity flow system utilizing oil is the most common arrangement. The oil reservoir must be kept filled with a good quality light turbine oil (about 150 SSU at operating temperature) and adjusted to feed 5 to 8 drops per minute. Injection systems are designed for each installation — injection pressure and quantity of lubricating liquid will vary. Refer to packing slip or separate instruction sheet for requirements when unit isdesigned for injection lubrication. The following oils can be recommended for Enclosed Lineshaft Bearing Lubrication under normal operating conditions. MANUFACTURER TRADE NAME OF OIL Continental Oil Company Conoco Turbine Oil, light ESSO Standard Oil Company Teresso 43 Mobil Oil Company Mobil DTE 797 Magnolia Petroleum Corp. Mobil DTE 797 Shell Oil Company Tellus 27 Standard Oil Co. of Calif. Chevron OC Turbine 9 Socony-Mobil Oil Co., Inc. Mobil DTE 797 Sun Oil Company Sunvis 916 Texaco, Inc. Texaco Regal A (R&O) Tide Water Oil Company Tycol Aturbrio 50 Union Oil Co. of Calif. Redline Turbine Oil 150 If none of the above oils are available, an oil with the fol- lowing specifications should be obtained: Turbine type oil with rust and oxidation inhibitors added. Viscosity 145-175 S.S.U. at 1000 F. with a 90 minimum viscosity index. It is recommended that detergent type oils not be used. Fig. IV -1 Recommended Lineshaft Oil SECTION V MAINTENANCE V-1. GENERAL A periodic inspection is recommended as the best means of preventing breakdown and keeping maintenance costs to a minimum. Maintenance personnel should look over the whole installation with a critical eye each time the pump is inspected — a change in noise level, amplitute of vibration, or performance can be an indication of impending trouble. Any deviation in performance or operation from what is expected can be traced to some specific cause. Determ- ination of the cause of any misperformance or improper operation is essential to the correction of the trouble — whether the correction is done by the user, the dealer or reported back to the factory. Variances from initial performance will indicate changing system conditions or wear or impendingbreakdown of unit. V-2. PERIODIC INSPECTION A periodic once a month inspection is suggested for all units. During this inspection the pump and driver should be checked for performance and change in noise or vibration level, loose bolts or piping, dirt and corrosion. Clean and re -paint all areas that are rusted or corroded. V-3. PACKING BOX MAINTENANCE Maintenance of the packing box will consist of greasing the box when required, tightening the packing gland occas- sionally as the leakage becomes excessive, and install- ing new packing rings or sets as required. V -3A. GREASING THE PACKING BOX Under ordinary operation once a month greasing of the packing box will be adequate. A good grade of grease such as Standard of California #TB -medium or Texaco Multifax #2 -medium should be used. V -3B. REPLACING PACKING Remove gland and all old packing. If the box contains a lantern ring remove this and all packing below it. In- spect shaft or sleeve for score marks or rough spots. Be sure by-pass holes (if required) are not plugged. Repair or replace badly worn shaft or sleeve. If wear is minor dress down until smooth and concentric. Clean box bore. Oil inside and outside of replacement rings lightly and install in box, staggering joints 900. Be sure to replace lantern ring in proper position when used. NOTE: Formed replacement packing rings are recom- mended and are available from the factory. 12 All hi -pressure boxes will have 3 packing rings located below upper lantern ring. Recommended Packing: Graphite Impregnated Braided Asbestos similar to John Crane Style 811 Fig. V-1 Standard Packing Dimensions Replace gland and tighten nuts, making sure gland enters box squarely. Keep the packing under moderate pressure for one minute to allow it to cold flow and adjust itself. Back off on the gland until loose before starting the pump. V -3C: START UP WITH NEW PACKING Check that the by-pass line (if used) is connected and packing gland is loose. Start pump and allow to run for 20 to 30 minutes, do not tighten the gland during this "run-in" period even if leakage is excessive. If the leakage continues to be more than normal, adjust as out- lined in paragraph IV -3. Should the new packing cause excess heating during "run-in" flush the shaft and packing box area with cold water or shut the pump down and allow to cool if necessary. V -3D. AUXILIARY PACKING BOX MAINTENANCE Pumps equipped with mechanical seals may also be provided with an auxiliary packing box to restrict leakage should the mechanical seal fail. This packing gland must be left loose since under normal operation the packing will not be cooled and lubricated by the pumpage. This packing box arrangement is designed to help contain leakage past the mechanical seal, it is not designed as a primary seal and should not be used as such. NI—PRESSURE TYPE STANDARD TYPE SHAFTNO. SIZE OF PACKING RINGS PACKING RING SIZE DEPTH OF O.D. Of BOX PACKING 3/4 5 1 5/16 1 23/32 1 3/8 1 5 1 5/16 1 23/32 1 5/8 1 3/16, 1 1/4 5 1 3/8 2 1/16 2 11/2 5 1 3/8 21/16 21/4 111/16, 1 3/4 5 1 7/16 2 13/32 I 2 5/8 1 15/16,.2 6 3/8 2 13/32 2 3/4 2 1/4 7 3/6 2 3/4 3 1/ 1 /6 All hi -pressure boxes will have 3 packing rings located below upper lantern ring. Recommended Packing: Graphite Impregnated Braided Asbestos similar to John Crane Style 811 Fig. V-1 Standard Packing Dimensions Replace gland and tighten nuts, making sure gland enters box squarely. Keep the packing under moderate pressure for one minute to allow it to cold flow and adjust itself. Back off on the gland until loose before starting the pump. V -3C: START UP WITH NEW PACKING Check that the by-pass line (if used) is connected and packing gland is loose. Start pump and allow to run for 20 to 30 minutes, do not tighten the gland during this "run-in" period even if leakage is excessive. If the leakage continues to be more than normal, adjust as out- lined in paragraph IV -3. Should the new packing cause excess heating during "run-in" flush the shaft and packing box area with cold water or shut the pump down and allow to cool if necessary. V -3D. AUXILIARY PACKING BOX MAINTENANCE Pumps equipped with mechanical seals may also be provided with an auxiliary packing box to restrict leakage should the mechanical seal fail. This packing gland must be left loose since under normal operation the packing will not be cooled and lubricated by the pumpage. This packing box arrangement is designed to help contain leakage past the mechanical seal, it is not designed as a primary seal and should not be used as such. NI—PRESSURE TYPE SHAFT SIZE NO. OF PACKINGRI NGS PACKING RING SIZE DEPTH OF BO% 0. D. Of PACKING 3/4 6 5/16 3 5/6 1 3/8 1 6 5/16 3 5/8 1 5/8 1 3/14 1 1/41 7 3/8 45/8 2 1 1/2 1 7 3/8 45/8 1 11/141 3/4 7 7/16 4 7/8 25/8 1 15/16, 2 8 3/8 4 7/8 2 3/4 21/4 7 1/2 41/2 31/4 2 7/16 7 1/2 4 1/2 3 1/2 2 11/16 7 1 1/2 4 1%2 3 3/4 All hi -pressure boxes will have 3 packing rings located below upper lantern ring. Recommended Packing: Graphite Impregnated Braided Asbestos similar to John Crane Style 811 Fig. V-1 Standard Packing Dimensions Replace gland and tighten nuts, making sure gland enters box squarely. Keep the packing under moderate pressure for one minute to allow it to cold flow and adjust itself. Back off on the gland until loose before starting the pump. V -3C: START UP WITH NEW PACKING Check that the by-pass line (if used) is connected and packing gland is loose. Start pump and allow to run for 20 to 30 minutes, do not tighten the gland during this "run-in" period even if leakage is excessive. If the leakage continues to be more than normal, adjust as out- lined in paragraph IV -3. Should the new packing cause excess heating during "run-in" flush the shaft and packing box area with cold water or shut the pump down and allow to cool if necessary. V -3D. AUXILIARY PACKING BOX MAINTENANCE Pumps equipped with mechanical seals may also be provided with an auxiliary packing box to restrict leakage should the mechanical seal fail. This packing gland must be left loose since under normal operation the packing will not be cooled and lubricated by the pumpage. This packing box arrangement is designed to help contain leakage past the mechanical seal, it is not designed as a primary seal and should not be used as such. V-4. MECHANICAL SEAL MAINTENANCE Mechanical Seals should not be re -adjusted unless there is a reason, best results will be obtained if the seal is properly set on start up and left that way. If the seal starts to leak after an extended operating period some extra service may be obtained by re -adjusting, however, it is usually best to plan on replacing the seal at the next maintenance period. After impeller re -adjustment, seal leakage may occurdue to improper seal adjustment or improper seating of the seal parts. If re -adjustment of the seal will not correct the problem, refer to the Mechanical Seal Instruction Manual for further information. V-5. IMPELLER RE -ADJUSTMENT Ordinarily impellers will not require re -adjustment if properly set at initial installation. Almost no change in performance can be obtained by minor adjustment of enclosed impellers; however, the positioning of semi - open impellers has a definite effect on the performance of the pump. This fact is sometimes used to adjust the output of the pump without valving. Figure V-2 illustrates the general effect of raising semi -open impellers. After extended operation under abrasive conditions the sealing faces between semi -open impellers and the bowl will wear causing a reduction in performance. The pump performance can be brought back up to almost "as new" by proper re -adjustment of the impellers. See paragraph III -6 for proper adjustment procedure. NOTE: All adjustments of the impellers will change the mechanical seal setting. Unless the adjustment is to be very minor it is recommended that the seal be loosened from the shaft until the adjust- ment is complete and then re -set. V-6. PUMP LUBRICATION Other than the packing box lubrication outlined in para- graph V -3A and lineshaft lubrication outlined in paragraph IV -4 the pump will not require further periodic lubrica- tion. The suction bearing on the bowl assembly should be repacked when repairs are made, however, nfo attempt should be made to repack until repairs to the bowl assembly are necessary. V-7. DRIVER LUBRICATION Drivers will require periodic attention. Refer to the driver instruction manual for recommendations. IN _ .040" _ .0110' _ .I60„ _ .240" = a7a CAPACITY IN % THE ABOVE CHART INDICATES THE APPROXIMATE EFFECT OF RAISING SEMI -OPEN IMPELLERS FROM THEIR IDEAL (A) OPERATING POSITION. RAISING THE IMPELLERS INCREASES THE CLEARANCE BETWEEN IMPELLER AND BOWL SEAT AND REDUCES THE PER- FORMANCE ACCORDINGLY. THE CHART IS GENERAL AND WILL NOT BE EXACTLY CORRECT FOR ANY PARTICULAR PUMP MODELSINCE EACH MODEL WILL REACT DIFFERENTLY. 100% HEAD AND CAPA- CITY ARE TO BE TAKEN AS THE HEAD AND CAPACITY OF THE PUMP AT PEAK EFFICIENCY - EXAMPLE: IF A PARTICULAR PUMP DELIVERS 250 GPM AT 50' HEAD AT PEAK EFFICIENCY WHEN THE IMPELLERS ARE PROPERLY ADJUSTED, RAISING THE IMPELLERS .080" WOULD REDUCE THE CAPACITY TO APPROXIMATELY 181 GPM (72 1/2% OF 250 GPM) WHILE MAINTAINING THE 50' HEAD - OR CONVERSELY, THE PUMP WOULD DELIVER 250 GPM @ 371/2' HEAD (75% OF 50'). THE HORSEPOWER WOULD BE ABOUT 91 1/2% OF THE PREVIOUS HORSEPOWER. Fig. V-2 Effect of Raising Semi -Open Impellers IN % 13 V-8. TROUBLESHOOTING CONDITION PROBABLE CAUSE REMEDY Pump Will 1 . Motor overload protection contacts open. 1 . Not Run a. Incorrect control box. a. Check nameplate for HP and voltage. b. Incorrect connections. b. Check wiring diagram fumished with starter. c. Faulty overloads. c. Replace. d. Low voltage. d. Check voltage at pump side of control box. e. Ambient temperature of control box or starter e. Use ambient compensated relays. too high. 2. Blown fuse, broken or loose electric connections. 2. Check fuses, relays or heater elements for correct size, and all electrical connections. 3. Defective Motor. 3. Repair or replace. 4. Faulty control equipment. 4. Check all circuits and repair. 5. Faulty switch. 5. Repair or replace. 6. Pump binding. 6. Pull master switch, rotate pump by hand to check. Check impeller adjustment or dis-assemble unit to determine cause. Pump Runs 1 . Line check valve backward. 1 . Reverse check valve. But No 2. Line check valve stuck. 2. Free the valve. Water 3. Unit running backwards. 3. See Section III Delivered 4. Lift too high for pump. 4. Check with performance curve. 5. Pump not submerged. 5. Lower pump if possible or add fluid to system. 6. Excessive amounts of air or gas. 6. Correct conditions. 7. Intake strainer or impeller plugged, or pump in 7. Start & stop pump several times or use I ine pres- mud or sand, sure if available to back flush. Pull pump and clean. 8. Impeller(s) loose on shaft. 8. Pull unit and repair. Reduced 1. Bypass open. 1. Check bypass valving. Capacity 2. Lift too high for pump. 2. Check performance curve. 3. Motor not coming up to speed. 3. Check voltage while unit is running. 4. Strainer or impellers partly plugged. 4. Start & stop pump several times or use I ine pres- sure if available to back flush. Pull pump and clean . 5. Scaled or corroded discharge pipe or leaks 5. Replace pipe or repair leaks. anywhere in system. 6. Excessive amounts of air or gas. 6. Correct conditions. 7. Excess wear due to abrasives. 7. Replace wom parts. 8. Impellers not properly adjusted. 8. See Section III. 9. Impeller(s) loose on shaft. 9. Pull unit and repair. Motor 1. Line voltage not correct. 1. Check and correct. Overloaded 2. Faulty equipment used to check. 2. Check equipment. 3. Specific gravity higher than design. 3. Correct specific gravity or re-evaluate system. 4. Operation at point on pump curve other than 4. Check performance curve. design. 5. Motor speed too high. 5. Line voltage too high or incorrect frequency. 6. Impellers dragging. 6. Re -adjust. 7. Pump in bind. 7. Pull master switch, rotate pump by hand to check. Dis-assemble unit to determine cause. Pump 1. Unit running backwards. 1. See "Initial Starting of Unit". Vibrating 2. Pump breaking suction and pumping air. 2. Lower pump or reduce capacity. Excessively 3. Loose fasteners 3. Check all bolts, nuts, etc. and Noisy 4. Badly worn motor or pump bearings. 4. Pull unit and repair. 5. Impeller(s) loose on shaft. 5. Pull unit and repair. 6. Pump & Motor shafts misaligned. 6. Pull unit and repair. 7. Stress due to piping misalignment. 7. Correct. Excess 1. Abrasives. 1. Clean System. Wear 2. Pump in bind. 2. Pull master switch, rotate pump by hand to check. Dis-assemble unit to determine cause. 3. Vibration. 3. Determine cause and correct. Corrosion 1. Impurities. 1. Analyze fluid. 2. Corrosive liquid. 2. Change to Corrosion resistant materials. Fig. V-3 Troubleshooting Chart 14 SECTION VI REPAIRS VI -1. GENERAL It must be borne in mind that eventually repairs will have to be made, either to the pump or to the motor. When regular maintenance checks indicate that an overhaul is required, it should be not long delayed. Repairs will consist of removal of the unit and dis- assembly to the point necessary for replacement of worn parts. Disassembly should be performed in a clean area with sufficient space to lay out the parts in order of disassem- bly. Cleanliness throughout repairs is important—re- member this is a close toleranced, high speed machine and should be handled as such. CAUTION: Protect machined surfaces fromburrs and scrapes which will cause mis-alignment on re- assembly. VI -2, EQUIPMENT AND TOOLS Required equipment and tools will be as listed in Section 11 of this manual and in the appropriate Pump Bowl Instruction Manual. NOTE: If bowl assembly repairs are anticipated, a separate manual is available giving detailed in- structions for disassembly and repair. This manual should be read thoroughlybeforeattempt- ing repairs of the bowl assembly. When re- questing this manual from the factory the pump model must be given. CAUTI ON: Always pull and lock the driver master switch before doing any work on the pump or driver. VI -3. PACKING BOX REPAIRS Packing box repairs can be effected without removing the complete unit. Packing replacement as outlined in Section V can be accomplished without disturbing the pump or driver. The packingboxbearingcanbe replaced if necessary by removing the driver and slidingthe pack- ing box off over the shaft. VI -4o MECHANICAL SEAL REPAIRS Mechanical seal repairs can be effected without removing the complete unit. The mechanical seal assembly can be replaced by removing the spacer and lower half coupling on solid shaft units; on hollow -shaft units the driver shaft and shaft coupling inside the discharge head must be removed or lifted out of the way. Replace- ment of the bearing located at the bottom of the seal housing will usually require removal of the driver in order to get enough headroom. VI -5. DISASSEMBLY NOTE: Refer to Section VII for parts drawings and identification. 1. Dis-connect electrical leads from motor. 2. Loosen mechanical seal from shaft. 3. Dis-connect pumpshaft from driver: a. Hollow Shaft — Remove headshaft nut lockscrew (32), headshaft nut (31), gib key (33) and driver clutch. Unscrew headshaft (30) from shaft coupling (170) inside discharge head and remove. b. Solid Shaft — Lower shaft and unbolt driver half -coupling. 4. Remove bolts (23) which attach driver to discharge head. 5. Lift driver off pump and set on wooden supports. With solid shaft drivers be sure supports are high enough to clear shaft and coupling half. 6. Disconnect discharge piping from pump. 7. Remove anchor bolts (or nuts). 8. Lift pump vertically until pump suction clears foundation. 9. Cover opening in foundation. 10. Lower pump and position horizontally on suitable support and in suitable area for disassembly. NOTE: If more than minor repairs are anticipated it is recommended that the unit be taken to a shop or other clear area with smooth floor and over- head lifting equipment. Ila. Packing box construction — remove slinger (99) and packing gland (85). llb. Mechanical seal construction — loosen seal cover cap screws (56) and remove seal housing cover (51). NOTE: With sleeve mounted mechanical seals the seal and sleeve assembly should be removed with the cover. See Seal Instruction Manual for further details. llc. Enclosed lineshaft construction —remove lockscrew (73) and lubrication line (49) and unscrew tension nut assembly (71). Threads are LEFT HAND. 15 12. Remove cap screws (78) which attach the packing box, tension plate or seal housing to discharge head. 13. Remove packing box (75), tension plate (70) or seal housing (50). NOTE: If type FF -2 or FF -9 mechanical seal is used the set screws which lock the seal assembly to the shaft must be loosened before removing seal housing. NOTE: Before proceeding further make sure the dis- charge head and bowl assembly are supported independently of each other. 14. Disconnect bowl assembly or top column from dis- charge head. This connection may be flanged or the column pipe or bowl assembly may be threaded into the discharge head. If threaded, the threads will be RIGHT HAND. 15. Remove discharge head (1) being careful not to damage shaft. 16. Disconnect column pipe (151) (if present) at first joint below top and remove from shaft. 17a. Open Lineshaft Construction — Each time a lineshaft coupling (170) is exposed by removing a length of column pipe the lineshaft (172) and coupling should be removed by holding the coupling and turning the upper lineshaft in a RIGHT HAND direction (lineshaft threads are LEFT HAND). CAUTION: When using wrenches on shafting always place the wrenches on the same side of the shaft as illustrated in figure VI -1 to avoid excess side strain on the shafting. Fig. VI -1 Correct Positioning of Wrenches on Shafting 16 17b. Enclosed line shaft construction —Each time a length of column pipe is removed the enclosing tube (141) and lineshaft (135) must also be disassembled. Locate the joint (see Figure VI -2) and unscrew (LEFT HAND threads) the enclosing tube (141) from the lineshaft bearing (140) (which acts as a bearing for the shaft and also as an enclosing tube coupling). Leave the lineshaft bearing threaded into the enclosing tube not being re- moved (to support the lineshaft). Slide the enclosing tube up to expose the lineshaft coupling and uncouple as outlined in step 17a above. Fig. VI -2 Standard Enclosing Tube and Lineshaft Projection 18. Disconnect each section of column pipe one at a time and remove along with shaft and enclosing tube as applicable until all are removed. 19. Remove bowl assembly to clear area and continue disassembly as outlined in separate "Pump Bowl In- struction Manual". VI -6. INSPECTION AND CLEANING After disassembly, all components should be thoroughly cleaned and examined for physical defects, wear, cor- rosion and damage. Check all bearings for total clearance over the shaft diameter. It is recommended that all bearings indicating wear be replaced. The following indicates the maximum allowable diametrical clearance over existing shaft diameter: I" through 13/411 shaft — .020" clearance 1 15/16" through 2 7/16" shaft—.02511 clearance 211/16" through 3 15/16"-shaft—.030" clearance All bearings are pressed into their respective bores and can be either pressed out or machined on the inside diameter until the wall is thin enough to collapse. VI -7. REPLACEMENT PARTS Parts showing signs of damage, cracks or excessive wear should be replaced. Use only genuine Flowayparts for replacements. Order replacement parts as indicated in Section VII. C A U T 10 N: when repairing a pump that has been in service for several years, the physical condition or strength of all parts such as cap screws, bowls, threads, etc., must be carefully checked to be sure these parts can continue to perform their function without failure. VI -8. LUBRICATION Re -pack suction bearing as outlined in "Pump Bowl Instruction Manual'. Lubricate all bearings and impeller skirts with clean grease or oll. Thoroughly clean all threaded connections and flanges and paint with white lead and oil or pipe joint compound. VI -9. ASSEMBLY Assembly of the unit is basically the reverse of dis- assembly. Before proceeding with assembly, clean thoroughly and check all threads, registers and mating faces for burrs. Clean up with file where required. Lubricate as outlined above. OB all shafts lightly. Proceed with assembly in reverse order of disassembly as outlined in paragraph VI -5 above. Figure VI -3 indicates recommended torque valves for standard fasteners. FASTENER SIZE 11/4 15/1613/8 17/161 1/2 I9/16I 5/81 3/4 TORQUE (FT. -LB.) 15.4 1 10 1 17 1 27 1 40 1 60 1 84 [ 135 Torque values shown are for standard fasteners lubricated with a high stress lubricant (graphite and oil, moly-disulphite, white lead, etc.). Fig. VI -3 Torque Values for Standard Fasteners CAUTION: Cleanliness and proper lubrication are very important since ane small chip, burr or ane dry bearing can be cause for re -doing the whole job. VI -10. TENSION NUT ASSEMBLY AND ADJUSTMENT Enclosed lineshaft units use a tension nut at the top of the enclosing tube which must be properly tightened for proper operation. General construction is shown in figure VI -4. TEN LUBR FEE DISCH TU Fig. VI -4 Tension Nut Assembly 1. Clean all 110" ring sealing surfaces including groove in tension plate and oil lightly. 2. After assembling discharge head to column install tension plate (be sure both 110" rings are in place), allowing 110" ring to slide down outside of tube adjusting nipple. 3. Bolt tension plate into place. 4. Slide tension nut over shaft and thread into inside of tube adjusting nipple (LEFT HAND threads) until tension nut is snug against tension plate. Continue to tighten tension nut until lockscrew slot lines up with FIRST tapped hole in tension plate (1/4 turn maximum). CAUTION: It is necessary that the enclosing tube have tension on it which is accomplished by tightening the tension nut, however excess tightening will distort or break the tension nut. Do not tighten more than 1/4 turn on close coupled pumps. 5. install lockscrew and tighten. 6. Proceed with remainder of installation. 17 SECTION VII PARTS LIST VII -1 . ORDERING PARTS When ordering spare or replacement parts the pump serial number and size and type of pump must be given. This can be found on the nameplate furnished with the Wt. Give the complete name and reference number of each part as indicated on the applicable sectional drawing (Fig. VII -1, VII -2, or VII -3) and the quantity required. VII -2. STOCKING SPARE PARTS Spare parts to be kept in inventory will vary according to service, fiold maintenance anticipated, allowable down time and number of units. A minimum inventory of one complete set of bearings, gaskets, 110" rings, and pack- ing (or Mechanical seal) and one spare of each moving part is suggested. VII -3. RETURNING PARTS All materials returned to the factory must be accompanied by a Returned Material Authorization (RMA) Form. The RMA forms can be obtained direct from the factory or through your local Dealer or local District Manager. The RMA Form must be filled in completely and forwarded as directed thereon. Parts being returned under warranty claim must have a complete written report submitted with the RMA Form. CAUTION: Returned material must be carefully packaged to prevent transit damage — the factory cannot assume any responsibility for parts damage in transit. 351A 350A 351F 351G 3 3 PARTS LIST #41-11) AND LARGER Illustrated with Spacer r)plvFrR 'ARIR 3508 �M*10 3508 351E 350C 351D 351E 351D 1AFT #1 THRU #4 Illustrated with Spacer '1SHAFT I - f�t I.1 �air �!E l♦tP ��r_=_ 351F 351J 351G 351H 351K HEADSHAFT REF. DESCRIPTION =0- 350 Assembly - With Spacer 351• A.—bly - Leu Spaur 350A• Spacer 3508• Spacer Bolt, 350C• Lack Nut, 351A Driver Half - Coupling 3518 Driver Key 351C Split Thust Ring 351D Coupling Bolt, 351E Lock Nut, 351F Adjusting Nut 351G Pump Half -Coupling 351H Pump Key 3511 Issck Screw 351K Dowel Pin * Construction for coupling assembly less spacer will be identical to that shown except parts 350A, 350B and 350C will be omitted. Fig. VII -1 Adjustable Flanged Coupling Parts List 19 TYPE CF (OPEN LINESHAFT) Illustrated with Mechanical $eal PARTS LIST TYPE CF, F AND C TYPE F (OPEN LINESHAFT) Illustrated with adjustable flanged coupling (less spacer) and standard packing box ABATE INSTRI AVAILABLE COI :MBLY CONSTRI S LIST. NUIL: bulARATE INSTRI MANUAL AVAILABLE CO' MECHANICAL SEAL CON TION AND PARTS LIST. Fig. VI 1-2 Pump 1 20 33 99 23 86 26 54 13 PARTS LIST TYPE C TYPE CF, F AND C (OPEN LINESHAFT) Illustrated With Hi -Pressure Packing Box DUAL PACKING BOX z� 36 1 5 36 7 36 7' 32 31 30 85 79 78 76 so 81 75 NOTE:Lineshaft Sleeve (174)may be omitted on some units using 99 special material for lineshaft bearings (183) and/or line - 86 shafts (172). so NOTE:Part reference numbers 79 are interchangeable for all types of units. For instance - 369 if a type "F" unit were furnished with a hollow shaft 370 driver, refer to "CF"or `°C" illustration for headshaft (30) 368 and other related parts. 76 REF NO. DESCRIPTION 1 Discharge Head 13 Pipe Plug 16 Top Column Flange Cap Screws 17 Top Column Flange Gasket 21 j Mot« Stand 22 Motor Stand Bolts 8 Nurs 23 Driver Bolts B Nuts 26 Nameplate with Drive Screws 30 Headshaft 31 Headshaft Nut 32 Headshaft Nut Lock Screw 33 Gib Key 51 Seal Housing Cove 52 Seal Cover Gasket (or'O' Ring) 54 By -Pass with Fittings 56 Seal Cover Cop Screws 58 Seal Housing Plug 66 Top Lin.thaft 75 Stuffing Be. 76 Stuffing Box 'O' Ring 77 Discharge Head Bearing 78 Stuffing Box Cap Screws 79 1 Grease Zerk with Corer 80 Pocking Rings 81 Lantern Ring B4 Bearing Lock S- 85 Packing Gland 86 1 Packing Gland Studs 6 Nun 99 Slinger 150 Top Column Pipe 151 Intermediate Column Pipe 152 Bottom Column Pipe 153 1 Column Pipe Coupling 156 Column Flange Bolls (Intermediate) 157 Column Flange Nuts (Intermediate) 170 Shaft Coupling 172 Intermediate Lineshoft 174 Lineshaft Sleeve 180 1 Bearing Rem iner 181 Bearing Retainer Snap Ring 183 LinesMft Bearing 351 See Fig. VII -1 365 Dual Pocking Box (Lower) 366 Dual Packing Box (Upper) By-Poss LHiPacking GlandStds B Nuts "O" Ring NOTE: COMPLETE PUMP DESCRIPYION WITH B4 SERIAL NUMBER MUST BE SUPPLIED WHEN ORDERING PARTS. 1 1y . vii- (Con i .) Pump Parts List 21 PARTS LIST TYPE H, C AND VU TYPE H (OPEN LINESHAFT) Illustrated with adjustable flanged coupling (with spacer) and Mechanical Seal NOTE: SEPARATE INSTRUCTION MANUAL AVAILABLE COVERING MECHANICAL SEAL CONSTRUC- TION AND PARTS LIST. 22 TYPE C (ENCLOSED LINESHAFT) Illustrated with solenoid operated lubricator assembly 3ED COLUMN SED LINESHAFT) Fig. VII -3 Pump Parts List NOTE: SEPARATE INSTRUCTION MANUAL AVAILABLE'COVERING BOWL ASSEMBLY CONSTRUC- TION AND PARTS LIST. 3 4 4 48 2 4 7 1 W 9 6( PARTS LIST TYPE H, C AND VU TYPE VU (ENCLOSED LINESHAFT) Illustrated with manual nnamCot-I hikrirnFnr nemmkiv ft. 3 INJECTION LUBRICATION ARRANGEMENT 30 i ...n. a .. --.v?haft Sleeve (174) may be omitted on some units using special material for lineshaft bearings (183) and/or line - shafts (172) 85 so NOTE:Part reference numbers are interchangeable for all 361 types of units. For instance - 73 if a type 11VU11 unit were furnished with open lineshaft and packing box refer to Fig. 76 VII -2 for parts description. 70 77 'EF' NO. DESCRIPTION 1 Discharge Heed 7 Snap Plugs 13 Pip. plug 16 Top Cal— Flange Cap.. - 17 Top Column Flag. Gmk.t 19 Undergrwnd Discharg. Ably 21 Motor Sand 22 Meta Sand Solt, & Nut+ 23 Di,., Bolh 6 Nuh 26 Nameplate with Drive Screw. 30 Heedsh ft 31 H.W haft Nut 33 Gib Key 45 Oil Pot with Cewr 46 Oil Pot Mounting Btadut 47 Solenaid Valve (O.L.) IBA Sight F.ed Val- (Auto) 48M Sight Feed Val,. (Manual) 49 Oil lin. with Fittings 50 Seel Honing 51 Seal Housing Coves 52 Seel Cover Gml..t 1. -0- Ring) 55 Mechanical S.ol Aw.aly 56 1 Seel Cawr Cap S- 70 Taman Plat. 71 T—i. Nut 72 Tension No Plug 73 Tee.ta Nut Luk, - 76 Stuffing Sm'O' Ring 77 Discha pe Head Bearing 78 Stuffing Be. Cap Scorn 80 Packing Ring. 85 Pocking Gland 86 Packing Gland Studs 6 Nuts 92 Tube Nipple '0' Ring 93 Tube Adjusting Nipple 135 Linesh ft 140 Li—h ft9-6.9 141 5 Ft. Enclosing Tube 150 Tap Cal— Pipe 151 Int—sel;.t. Column Pip. 152 Button Column Pipe 153 Column Pip. Coupling 155 Column Flange Gasket 156 Column Flange gosh (Intermediate) 157 Column Flange Nuh (Intermediate) 170 Shaft Cwpl Ing 180 goring Retainer 181 gearing Retainer Snap Ring 183 Lineshoft peering 350 See Fig. VII -1 361 Injection Type Packing ll a 362 Injection tine NOTE: COMPLETE PUMP DESCRIPTION WITH SERIAL NUMBER MUST BE SUPPLIED WHEN ORDERING PARTS. Fig. VII -3 (Con't.) Pump Parts List 23 Peabody Floway FRESNO, CALIFORNIA • 209/442-4000 PUMP RESEARCH & QUALITY SINCE 1934 IM -104 Litho in U.S.A. Peabody F I o w a y "There's a Difference... " a' 0 U Submittal Data Z THE BARLMA C MPANY PROWL N. AN UON ER W.T.P. #=ION. 1503 DA1B. MAY 01 1989 INTERSTATE ENGRG. CORP. NO. ANDOVER, MAINE CUSTOMER P.O. NO. 3157 -PF FACTORY S.O. NO. 88-01455-64 Vertical Pumps W W;� 6 W Q 4 N H LETTER OF REPLY SUMMARY OF CHANGES WAS NOW A. Low lift raw water pumps - 4MGD - 14FKH-:.STG-60HP-180ORPM 20MKL-ISTG-40HP-90ORPM B. Low lift raw water pumps - 6MGD - 12MAM-ISTG-100HP-180ORPM 22BKL-ISTG-75HP-117ORPM C. H1 -lift finished water pump Change to U.S. Motor D. Filter backwash pumps Changed to VSS-U.S. Motor with #2125-F1g'd Cplg 1. New Performance curves are enclosed for items ABC above which required a selected change or changed design condition. 2. Over all lengths of pumps have changed slightly from returned drawing in order to locate suction bell better in pump to reduce possibility of vortexing. HL/12118 �' Q _ +.,+-- -�': .�- .-rte `=fit- • - `{__ _-..fy+- _ --- Q IL :. r :: '_ _ -• _^ r 1 _ i _ -_ E C cc I LY Q Q O N r: *— r ; J {y� ~ f- �rn 11W^^ Y! 1 1 L In a In Q v 1 in N M mLU F- 0 W Z � 3 a a m N pd LL N m O�� z zegQCL;. Lu UJ - --' -- --LJ . - - - -- �110 tfoi cu N�� ZJ CO m -- W Z Q ... .... . _ {}'.�.-rr�.��-y.--...._Y _:.--'.____. -yam _- W O fir-- ' - �-_--`i �r�+-�.---L t'..--.'^._-�i-:...,� ��—_-� �!^-•--}---`�-._ -»+-h _-. y -_ m T =-- m- - - =-t In EE 1333 NI ad3H 1M08 In m D w v 0 3 0 U. s ADN31J1333 cn �' Q _ +.,+-- -�': .�- .-rte `=fit- • - `{__ _-..fy+- _ --- Q IL :. r :: '_ _ -• _^ r 1 _ i _ -_ E C cc I LY Q Q O N r: *— r ; J {y� ~ f- �rn 11W^^ Y! 1 1 L In a In Q v 1 in N M mLU F- 0 W Z � 3 a a m N pd LL N m O�� z zegQCL;. Lu UJ - --' -- --LJ . - - - -- �110 tfoi cu N�� ZJ CO m -- W Z Q ... .... . _ {}'.�.-rr�.��-y.--...._Y _:.--'.____. -yam _- W O fir-- ' - �-_--`i �r�+-�.---L t'..--.'^._-�i-:...,� ��—_-� �!^-•--}---`�-._ -»+-h _-. y -_ m T =-- m- - - =-t In EE 1333 NI ad3H 1M08 In m D w v 0 3 0 U. s Peabody Floway VERTICAL TURBINE TYPE "Fn 3516 " 1/2 -NPT DRAIN 38T „ 117- 5„ 23'- 4 DIA. G. 94.D IMIM& REMARKS NO. UNITS REQ'D.2 LOW LIFT RAW WATER PUMPS - 4MGD PUMP 4- 2-" DIA. HOLES D -1093-A APPROX. WEIGHT ## 27" MOTOR 705 + SQ. DISCH. HD. 1300 SOLE PLATE 200 ASSY. 2080 1/4 -NPT �VXPA WWL ASSY. 1100 TAP f �-- 30" SQ �1 �O Go DISCHARGE �ONP pP ORPTOTAL ) (, II , 5385 SN QRo�� 14" - 150#-R.F.ANSI. FLG.PR (12) 1-1/8 DIA. HOLES * �--M . R�ECtEo R 18-3/4" DIA. BOLT CIRCLE` 21" DIA. FLANGE * BOLT HOLES STRADDLE VERTICAL 21" DIA. FLANGE45"� M 0TOR COL.� LENGTH. MAKE U.S. ENCLOSURE Wp-I TYPE VHS NRR YES HP 40 RPM 880 PHASE 3 HERTZ 60 VOLTAGE 460 FRAME N0. 365 TP TYPE COUPLING THREADED REVI 2 4/20/89 REV# 1 7/26/88 f 012552 BV JSH na}P • 3/7/88 0 14"X16-1/2" "F" STL. DISCH HD. 1-1/2" LINE SHAFT 14" COL ---- SHAFT TUBE PROD.LUBE YES OIL LUBE NO TYPE 20 MKL STAGE 1 2750 GPM 42' TDH IMPELLER ENCLOSED STRAINER YES . IMP. MATERIAL COL PIPE .375 W. STL. FLANGED PUMP BOWL A48-CL.30 C.I.E. LINE SHAFT A108-GR.1045 STL. SHAFT TUBE ---- BOWL SHAFT A582-416 S.S. SHAFT PACKING J.C.#1340 SOLE PLATE A 283-GR.0 STL. BRG.RETAINER DUCTILE IRON FLUID WATER -0/ SPEC. GRAVITY 1.0 VISCOSITY ---- TEMPERATUREAMBIENT PH ---- NOT TO BE USED FOR CONSTRUCTION 111.11 CC flc*nnrlcn IMPELLER 8584-838 BRZ. BEARINGS(BOWL) RUBBER/BRZ. BEARINGS(1_iNESHAFO NEOPRENE STRAINER STAINLESS STL. BOWL W/R ---- IMPELLER W/R ---- CUSTOMER N. ANDOVER ORDER N0. 3157 SUPPLIER INTERSTATE ENGINEERING CORP. 193 JEFFRSON AVE. SALEM, MA 01970 DING. N0. 88-01455-2 SERIAL N0. 88-01455-56 (n L L cc W � a ZQ 3 L U. U F- J H W Z 3 U W W L W a Z In ,1JN31J1333 d•H'8 In m: K_ O in ;+ m n �.. i LL a m N _ L IL Co In v� co to CO LU 0 MMU � a _ Im 41 8 1/2 -NPT DRAIN 39 4 " �4 23'-1 " Peabody Floway VERTICAL TURBINE TYPE "F" 15" PUMP 8 " DIA. HOLES D -1093-A APPROX. WEIGHT # 27' MOTOR 930 SQ. DISCH. HD. 1380 SOLE PLATE 200 COL. ASSY. 1620 1/4 -NPT II BO GASSY. 950 TAP �— 30" SQ—�{ Q&L WT. 5080 16" — DISCHARGEN i.- ,i rr f 150—R.F.ANSI. FLG. R4 Q 0 �o SNo 'no v i21 DIA. HOLES * AQe 1s 4 21-1/4" DIA. BOLT CIRCLE 23-1/2" DIA. FLANGE t��23"DIA. #BOLT HOLES STRADDLE VERTICAL 21" DIA. FLANGE:MOTOR t 1.AAD 48" ' 5' MAX. COL. I LENGTH.';---4"U.S.i_ MIN. SUBM. MAKE REQ'D. ENCLOSURE WP—' TYPE VHS NRR YES HP 75 RPM 1170 PHASE 3 HERTZ 60 VOLTAGE 460 FRAME N0. 405 TP TYPE COUPLING THREADED 48" ' MIN. SUBM. HD. REQ'D. COL ---- SHAFT TUBE 11" 11" T NO T f --,-� 22 8 " �- 4 DIA. REMARKS NO. UNITS REQ'D.2 LOW LIFT RAW WATER PUMPS - 6MGD 6I>� 1s"x16 F STL. DISCH HD. pP� — 1/1s" LINE SHAFT 16" COL ---- SHAFT TUBE PROD.LUBE YES OIL LUBE NO TYPE 22 BKL STAGE 1 4200 GPM 49' TDH IMPELLER ENCLOSED STRAINER YES � 15t. IMP. MATERIAL COL PIPE •250 W STL. FLANGED PUMP BOWL A48-CL.30 C.I.F. LINE SHAFT A108—GR.1045 STL. IMPELLER 8584-838 BRZ. SHAFT TUBE ---- BEARINGS(BowL) RUBBER/BRZ. BOWL SHAFT A582-416 S.S. BEARINGS(UNESHAFT) NEOPRENE SHAFT PACKING J.C.#1340 STRAINER STAINLESS STL. SOLE PLATE A 283-GR.0 STL. BOWL W/R ---- BRG.RETAINER DUCTILE IRON IMPELLER W/R ---- FLUID WATER SPEC. GRAVITY 1.0 VISCOSITY ---- TEMPERATUREAMBIENT PH ---- REV# 2 4/20/89 NOT TO BE USED REV# 1 7/26/88 FOR CONSTRUCTION 8014554 R • JSH nntP • 3/7/88 111,11 ccc nconc,rn CUSTOMER N. ANDOVER ORDER N0. 3157 SUPPLIER INTERSTATE ENGINEERING CORP. 193 JEFFRSON AVE. SALEM, MA 01970 DWG. N0. 88-01455-4 SERIAL N0. 88-01457-58 Z z E z m I u a w n. W :> _— j= --- F- z In- W(E a m J W-=-1 -+ - - -- t. --� m cr m3z� - m - - 14 Lu . _ _ An ol — X cp ! '-_=.1'J•---• -r--- --� � -`---�r1T'T=T= _� -- - --' Vii- - -47 Ca tT- --- - _�_..•_-_-..-.__I}.-_.:fit'- -'-� +, , _ +---- - 1--_-j __-..-,_r r _ � --- _ —��.. _�,� �`�`_.�•_,^ _- =+- y=am } _ _=fir + - _ - - ._-- - --*_.. -t- •.. --- .-r fir' * --• -r- _—'- _ .-- - ----r- • - --- -- � �- - Fes._.. _. _.:' --`i .-1.�.+-rl.—.. __...._ �.L__ .._:---�•- _ _ _�..1_ _,—_.i._. __ }-'__—'"_. _" . _ ---1 . •- i_ _ 1 .>r"�Tr-. (I 0 Y I � V Lam.! � � � (S) 1333 NI ab3H 1MOG r_ AJN31J1333i_t d'H'9 {�Y � : �:-�� �.� ;,_r..__.� � -'TL� = _ _ _ Wit--• - i m CD -17 I L Q1`n � 1 Q m In N M ^ m 1 W I . Z _}"� `t-�"_�.._.: C: =._�'_ .tea"; =`�� ��-r�'�-jy�+...,_,.--r-•-�-� �-.T-..=r� __ Z J W s LL Z z E z m I u a w n. W :> _— j= --- F- z In- W(E a m J W-=-1 -+ - - -- t. --� m cr m3z� - m - - 14 Lu . _ _ An ol — X cp ! '-_=.1'J•---• -r--- --� � -`---�r1T'T=T= _� -- - --' Vii- - -47 Ca tT- --- - _�_..•_-_-..-.__I}.-_.:fit'- -'-� +, , _ +---- - 1--_-j __-..-,_r r _ � --- _ —��.. _�,� �`�`_.�•_,^ _- =+- y=am } _ _=fir + - _ - - ._-- - --*_.. -t- •.. --- .-r fir' * --• -r- _—'- _ .-- - ----r- • - --- -- � �- - Fes._.. _. _.:' --`i .-1.�.+-rl.—.. __...._ �.L__ .._:---�•- _ _ _�..1_ _,—_.i._. __ }-'__—'"_. _" . _ ---1 . •- i_ _ 1 .>r"�Tr-. (I 0 Y I � V Lam.! � � � (S) 1333 NI ab3H 1MOG O d'z LU +HZCCa. u jn z H lW X w i H D m� w O (.]) T in w x �- w a I ► iL m O m z 0► Q 0 N^N I3 0 Q CL N ! � i m I L Q1`n � 1 Q <9 N M ^ m 1 W I iQ mY. �� lO IO' `� W Z f- s LL Cie H m O d'z LU +HZCCa. u jn z H lW X w i H D m� w O (.]) T in w x �- w a I ► iL m O m z 0► Q 0 N^N I3 0 Q CL 56 6" 29 4 " 25'-7" • Peabody Floway D -1094-F VERTICAL TURBINE PUMP 16 2" 144" 4— 1- 4 " DIA. HOLES APPROX. WEIGHT # MOTOR 2200 DISCH. HD. 900 SOLE PLATE 460 COL. ASSY. 2256 BOWL XWY. 1053 40" SQ•0 S WT. 6869 DISCHARGE toNQ oRP�l �, � ► %t 14" - 125# ANSI—F.F. FLG. SHO r�QP�ov�o (12) 1-1/8" DIA. HOLES 18-3/4" DIA. BOLT CIRCLE O �� 21" DIA. FLANGE * BOLT HOLES STRADDLE VERTICAL DIA. {4YI.T01 \. 5' MAX. COL. ` y4 ��{ P U LENGTH.,' MAKE U.S. IDP"X " "A" C.I. DISCH HD. ENCLOSURE WP -I 2-1/4" LINE SHAFT 14" COL TYPE `HS NRR YES ---- SHAFT TUBE HP 350 RPM 1775 PROD.LUBE YES OIL LUBE NO PHASE 3 HERTZ 60 TYPE 16 DKH STAGE 3 VOLTAGE 460 2800 GPM 342' TDH FRAME NO. 5006P IMPELLER ENCLOSED TYPE COUPLING THREADED STRAINER NO 4" — 6 — DIA. REMARKS NO. UNITS RE'D.4 HI LIFT FINISHED WATER PUMPS REV# 2 4/20/89 t 1st. IMP. MATERIAL COL PIPE .250 W. STL. PUMP BOWL A48—CL.30 C.I.E. LINE SHAFT A108-GR.1045 STL. IMPELLER B584-838 BRZ. SHAFT TUBE ---- BEARINGS(Box) RUBBER/BRZ. BOWL SHAFT A582-416 S.S. BEARINGS(uNESHAFT) NEOPRENE SHAFT PACKING J.C.#1340 STRAINER STAINLESS STL. SOLE PLATE A 283—GR.0 STL. BOWL W/R ---- BRG.RETAINER DUCTILE IRON IMPELLER W/R ---- FLUID WATER SPEC. GRAVITY 1.0 VISCOSITY ---- TEMPERATURE AMBIENT PH ---- NOT TO BE USED CUSTOMER N. ANDOVER ORDER N0. 3157 SUPPLIER INTERSTATE ENGINEERING CORP. 193 JEFFRSON AVE. SALEM, MA 01970 DWG. N0. 88-01455-6 SERIAL N0. 88-01459-62 ADN91DI333 *d'H*G 10, . . ......... LU Mn 44: 111Z co Lul Z 17 =�=4 1333 Ni (GIV3H 1M08 I 4 7- 1333 Ni (GIV3H 1M08 I 6716 „ 1/2 -NPT DRAIN 474" 11" �4 Peabody Floway VERTICAL TURBINE TYPE "F" 27" 1/4 -NPT TAP D -1093-A Fes-- 36" SQ---� DISCHARGE 4— 14 " DIA. HOLES APPROX. WEIGHT # MOTOR 2000 DISCH. HD. 1900 SOLE PLATE 300 COL. ASSY. 2685 BOWL ASSY. 670 6V\ ALWT. 7555 20 — 150 R.F.ANSI. FLG. V1P\-D ,NGS ,, f " (20) 1-1/4 DIA. HOLES SHOP ovEo 19 x 4 25" DIA. BOLT CIRCLEPpe� 27-1/2" DIA. FLANGE rR���CStiO. 28"DIA• ,� BOLT HOLES STRA[)ni F VFRTIrAl r_" O ESV 26" DIA. FLANGE M 0 TO R 5' MAX. COL., c:I U.S MAKE ENCLOSURE WP—' TYPE VHS NRR HP 200 RPM 24'-8" 1PHASE 3 HERTZ VO T GE 460 0 YES 1185 60 L A FRAME N0. 5006P TYPE COUPLING THREADED 20"x� n S DISCH HD. pp'cF6" LINE SHAFT 20" COL ---- SHAFT TUBE PROD.LUBE YES OIL LUBE NO TYPE 16 MC STAGE 1 8400 GPM 50. TDH IMPELLER MIXW\ED FLOW STRAINER NO MIN.3SUBM. 1st. IMP. MATERIAL REQ'D. 1o" 15" 27^ DIA. REMARKS NO. UNITS REQ'D.2 FILTER BACKWASH PUMPS COL PIPE .250 W. STL. PUMP BOWL A48—CL-30 C.I. LINE SHAFT A108—GR.1045 STL. IMPELLER 13584-838 BR2. SHAFT TUBE ---- BEARINGS(BOWL) RUBBER/BRZ. BOWL SHAFT A582-416 S.S. BEARINGS(UNESHAFr) NEOPRENE SHAFT PACKING J.C.#1340 STRAINER STAINLESS STL. SOLE PLATE A 283—GR.0 STL. BOWL W/R ---- BRG.RETAINER DUCTILE IRON IMPELLER W/R ---- FLUID WATER SPEC. GRAVITY 1.0 VISCOSITY ---- TEMPERATUREAMBIENT PH ---- REV# 2 4/20/89 NOT TO BE USED REV# 1 7/26/88 FOR CONSTRUCTION 88014558 n.. _ .ASH n_i_ 3h/AA CUSTOMER N. ANDOVER ORDER N0. 3157 SUPPLIER INTERSTATE ENGINEERING CORP. 193 JEFFRSON AVE. SALEM, MA 01970 DWG. N0. 88-01455-8 SERIAL NO. 88-01463-64 15: 27 US MOTOR:_ !jALtl UT. f14 5,34-23,39 NO. 543 P004/009 1M VERTICAL, � M I r MOTORS ORS DIMENSIONS r FRAMES 324TP THAU 405TPA -- TYPE RU (DRIPPROOF) -- WEATHER PROTECTED TYPE j PEABODY FLOWAY RJMP SHAFT, ADJUSTING NUT AND I PO 39476 LOCXINCSCREWS ARENOr i USEM S0900437 fuatilsHEvWITH MOTa:z — C Mark; LOWLIFT RAW WATER PUMPS •4%40 XSO 88-01455-01456 XG ildll4W SHAFT sF•4 HOLES A/,•ou. BORE .. _: r I r CONDUIT I ca AC / ' I _ AF By a8 BE t _It �Ax� As BO —r ALL 01MEN61ONS ARE IN INCHES BASIC - FRAME M AA AB AC Af AG IN xv c0 XL 320 t6 -3A 1 i3 3/S714 32-6/1 11M 11.1jj NO 36o1113/1 3- 1 I- t /y� 1 34 i116 11/14 44 1 !14/32 4.7 ri 400 20.1/j ] >� 14 •!S u. 12-, t 4-11 / 41aA 3J4 1i•1A >♦•li/1K 4•/416 33JR FRAME AJ AK 11110 W MAX 6f i Xd X0 /MIT NO 514. 326TP 14.31a 13.1,= 114 161!2 11 T 14114 324, 326TPH 9.116 4114 3/16 1= 7/18 14114 364. ]F,vTo 14.3/4 13.1/2 114 ti1Q 11/11 1.6 1 21 3da, 3EST►A !•1/i 6-I/4 7114 12 !Lill 1• 1 404, AM TP 14.3/4 13-1r7 114 1411'] 11J16 1.7/6 404.445TVA V• 145!4 Iy112 114 20 11/16 1.7A fpnl fr eee. C6nauit Lor "4m,f4 ^W bt louetiiod ;n %i#vs at 90 dapron. Sllndtfd a Chown wit?+ oo•Ndul oyenifh d~, All 040 drug difntm.9•h1 nur raN fir 164- Out to aatlno variations. ' R TOIERANC91 0,114 1 112 Fw rorout f.f.R. ' • F.I.R. 14.nanleu bwwaleft 4Q A+iw►W'1►�i1K1 1 :1, . AK dl"+e"Nen U.S. ELECTRICAL MOTORS 01VISION EMERSON ELECTRIC CO. -44.1-09• EFFECTIVE. APRIL 24.1963 SECTION : 505 D0 NOT Nfr< FOA COmt MATION SUPERUDES!MARCH 2.IM PAGE : 3 Pupp tiwirt,toewnow) � 1 04,,19/89 S9 15:27 US 110TOPS LJRLNUT/ 714 594-2-`89 N0. 545 P005/009 . un"Vtll rLUWAT 34476 US SO40o437 Mark DIMENSIONS Mark; 1,UWLIFT RAW WATER PUIvfPS �1OrCKjS SU 88-01455-01456 ! DRIVE COUPLINGS POR FRAMES 324 THRU 405 HOLLOSHAFT MOTORS XB XF BZ 01A. � cis KEY - BX XE WAY X0 BY -TAP 4 •HOLES ALL DIMENSIONS AAE IN INCITE; SPECIAL COUPLING DIMENSIONS *vt�o "i" in "Ttd nail -d —nr, tight A4Ad 0lrtad. Ail rwghea+Sioq dim....iors �Nioq bort QM.000ion '8X' it n�1Md With t taltrn nvy ►�h by 1N.. Out to em%;. g rariar.on. "J7- bort ?A4iwire. Lar*tr boats -AM'; AM'; +ACr p of -D00'; 4.001 W V U.S. ELECTRICAL MOTORS DIVISION EMERSON ELECTRIC CO. Mlwgd AU.SA EFFECTIVE_ MAY 1,19 rw;.s fL1PEAIEDES: PAGE 14 DATED SECTION : 505 MARCH 25' thea PAGE : 16 DO NOT use ?OR COWTAUCTI" _ PURPOSE$ tmLil� C[Rfllilso '.'-I% 1 _ 1_ _ IIS f,hiTGF"S h:!HLhdl_,,: :+ 594-2,339 h'I=1. F'1=1;;•t_11_ rr,Af5VU1 rLUWAY PO 39476 USEN S0900437 ;M�oAsTPARTS L1$T SO 88-01455-01456 �J FRAMES 324 THRU 445T—TPH — TYPE RU -- TYPE 1 — P BASE HIGH THRUST WEATHER PROTECTED -- HOLLOSHAFT MOTORS 4 ITEM NO OTY NAME OF PART 1 1 Cenopr coo T 3 Hex head ua rcrevw (C4nopy clot 3 1 Upper brat:kat numb) 4 1 oil retaining tube S 4 Hex head up screw d ICckwasher (Bracket to rotor) 8 1 -sp4c,84 elyg 7 1 Raflactar disc d 2 0ee6cet — ri 9 1 sight gauge window 10 1 Sight slugs tgrping 29 3 Oval head screw jSight gauges t2 1 Nipple ftttl (Oil drain! 13 1 Gasket or "OX' ring PRICES: Parts nt%okit4 dindbutora: War to Voir USEm renewal puts numerical index. All ottren: cafe+ to Your nearest USEM para rtoeking dirtributor- Conuct tree Milford, Connecticut regional reftwel part operation for turtha aairtanoe, ser n 54----$ 123 ITGM 14 1 Drain up 15 1 Lockl4jwm 16 1 Han hard r 17 1 1 Oval r1 1t 1 ek thmi 14 Mels h d 4eP W" 61glktrwRa fl2vot ring) 20-25 NOT VISO THI Y------ 26 1 t lnt 27 1 Gib ke 28 3 most had lap mraw 6 14gia i; 00" mWntqnmI 29 3 S 30 1 Loaknue Loakwaaher Refer to aact(dn 210 or to oompany for dbuount frAwtw don. * ADDED OR CHANGED THIS ISSUE U -S. ELECTRICAL MOTORS DIVISION EMERSON ELECTRIC CO. I>•Iip .n U 3 A EFFECT•VEOC708ER dmfs -SQ. t 69, 1964 SECTION : y52 SUPERSEDES: PAGE L3 DATED OISC UNTACM"s 04-31 FEBRUARY 15. 1901 PAGE : 13 6: 2, 13 US �11_IT` RS tJALNUT, ?14 594-2389 �i~coToxx U.S. ELECTRICAL MOTORS TYPICAL PERFORMANCE DATA NO. 549 pool:0i=t3 Performance Data Based on Siondard Rvlec of IEEE, ASA and NErM.A tip NO LOAD SPEED RPM FULL LOAD SPEED RPM FRA AE NM TYPE RU ENCLOSURE 4t, 900 880 36 WP I H % EFFICIENCY X POWER FACTOR DIRECTLY MEASURED FULL g/ I/2 FULL 3/4 1/2 LOAD LOAD LOAD LOAD LOAD LOAD 90.2 90.0 91.0 74.5 68.5 57.0 TORQUE AT FULL VOLTAGE Nom` KY"IfF CODE CURRENT • AMPERES FULL LOAD (L8. FT.) I_ MAX. TEW. PHASE/HERTZ VOLTS 2 38. 4 INSULATION RISE SE(tVyCE FULL LOADLOCKED ROTOR H CLASS (RESIST.) FACTOR -T 1 0 460 56.0 190.0 F 80c % EFFICIENCY X POWER FACTOR DIRECTLY MEASURED FULL g/ I/2 FULL 3/4 1/2 LOAD LOAD LOAD LOAD LOAD LOAD 90.2 90.0 91.0 74.5 68.5 57.0 TORQUE AT FULL VOLTAGE Nom` KY"IfF CODE HE -AA DESIGN tMER FULL LOAD (L8. FT.) I_ LOCKED (STARTING)(IIR PULL -WT OOWNj PERCENT OF FULL LOAD 2 38. 4 115 200 6 H 15:24 US I'10TU IR:= !�JP" NUT/714 59-4--2.-ic, 1 NO. 543 P12101.'IlGty VERTICAL MOTORS MOTORS ` QIMENS=ONS FRAMES 324TP THRU 40STPA -- TYPE RU (DRIPPROOF) -- WEATHER PROTECTED TYPE j PEABODY FLOWAY PUMP SNA F T. ADJUSTING NUT ANO PO 39476 IOCKINGSCREwSARE NOT I USEM 50900454 FURNISHED WITH MOTOR xc Mark;LOWLIFT RAW WATER PUMPS -• 6WGD XC SO 88-•01451-01458 HOLLOW SHAFT OF -4 HOLES AJ -01A. BORE _ i AA -SIZE t CONDUIT I AF I 1 z0 I BB AE �--A I K AC Aa BO t ALL 01MENS10" ARE IN INCMES BASIC FRAME r AA Am AC AIt AO of 1V Co XC XO 320 14.24 7 13-5 rt ' 1-1 J -r F324/4luta 1m 14414uan 3 1I /A ,6.6/14u 3ti/ri 4.10!21411! IA ti1H >wrf0/i0 Hdii 13wD 00 M,r►C1cET FRAME AJ AK Be WAX. 0R XG PART NO, 324, 72dT1 142/4 13-17 114 10 1 11 a 1.0!16 32., 324T►H 9-Ve 6-124 2116 12 7114 1.6!16 102! 7b4 769TF 14,214 1 13-111 lid I lLln line 1.0116 1071 364, X STIA /-116 4.114 1 7116 12 T f 14/11 404.40T► 14314 13-V2 114 16-1!2 11M 1•>/{ 1- 4u. 4MTPA 14714 -- 1}t!2 114 20 11/10 1 1.2/1 mm as Coad" .toe 09en"4 ^+l' 64 4C'W in 11#01 141 90 decrees. 144-444 b lhdvm with mrOwt CKnntns down. All tatpp Cstj-y dimergiom -4-e very pr 1/4" due to custtnq rH�1tWM. TOLERAkCti AK DI I >]•1N i 112 Fbft tung4l OOs RT 7 R.I.R. NVIRwNbra w.ntrta" 4t w,&.munq r"&" I R. AO I.A. AK dtr,wraston •.00Y —.7rw U S. ELECTRICAL MOTORS (DIVISION EMERSON ELECTRIC CO. dZY74. t 9FECT1VE. APRIL 24 19!7 SECTIOP! : 505 pQ NQT Wa FOA COk$TRUCTt*k SU"ASEDES UARCK 2. 190 PAGE : 3 ►VRt►Q$Ef Ufiteii t9RTIFte 0 15: ?� US MOTORS 41ALNUT: '714 594-23. 9 VERTICAL N� Xf Ntc),rotts MOTORS 1-,10.543 P002/009 DIMENSIONS DRIVE COUPLINGS FOR FRAti_1E$ 324 THRU 405 HOLL.OSHAFT MOTORS �XE-- XF BZ OfA. BX XE ..� �-. XO BY -TAP 4 -HOLES At.L OiMCNSILN; ARE IN INCHES PEABODY FLOWAY PO 39476 USEM 50900454 Ntar, k;LOWL,IFT RAW WATER PUMPS - 6WGD SO 88-01457-01458 GIB WAY SPECIAL COUPLING DIMENSIONS ex GORE_ PART NO, NOMINAL ACTUAL 0Y 8Z titi Lpt>'�S Iwtw ara tanit�ad rtation.7 ��. rig tt hand thread SCL KEY SIZEF x0 xE._ Xf Cw ptina bora dim—ion " 8X" so nbchirtid with t L04Nnw of ..000": •.001 W# to All ratr/t asorq di—arKiam nuy'" by 1/4^ du* to c—tiny voriaua.n 1-1 R" bnre inputi'a. Larger bores —,000'; *M". EFFECTIVE: MAY 1 ��' U.S. ELFCTMcAI_ MOTORS DIVISION EMERSON ELECTRIC CO. Pr'"t'd'A v, lyes i.A. r•1r f o— UJKRSE0ES: >AQE 14OATCO SECTION : 505 MARCH 25. t9$4 PAGE 16 00 NOT USE FOR COwSTRUCTION f UR"ES UNL4SS CERTIFIED I I:. I'1 iTOF°= 1,JAL; IUT; 714 534-21'Z39 NO. 54.3 FCC _j - 9 + PO 33476 USEM 50900454 Mark;LOWT.TFT RAW ;.1A,rER NIOTORS PARTS LIST PUMPS - 6WCD So 88-01457-01458 FRAMES 324 TM 44ST-TPH - TYPE RU -- TYPE 1 - P BASE HIGH THRUST WEATHER PROTECTED -- HOLLOSHAFT MOTORS r..........1 1 1 1 1 1 � I I 1 , 1 1 1 1 I 1 , I 1 17 1 I l51 26 25 i53 46 i 31 �,.. Is# 35 ' - 51 54 H 55 5S $I tt 9 10 a 7 i ' is 1 • 1 , 1 Q ' 73 t{ 11 12 ITEM NO QTY NAME OF PART 1 1 Gnopy tap 1S 3 Hex head uo tc»wt (CanooY uo) 3 1 UPPF bucket m4mbl 4 1 Oil retaining tube 5 4 Hex head cap screw & loekwarher 18ruket to itatorl 6 1 S iai u 7 1 Rede. -tor disc A 2 Gttktt — d t lrw 9 1 519ht awpt window 10 1 Sight 94ugg housing 11 4 UVAI h4&d iefew igllt pause 1Z 1 Nipplet fitting (Oil drein) 13 1 Gasket of "0" fing 4 I 1 �11 ITEM NO OTY NAMEOPPART 1 t t I)+w+ a 1S 1 Looking arm I6 1 Har h 17 1 Dtxt rf 18 1 k 19 S Har had coag taeaw 6 141kaveoll 20-215 NOT USED THII MSMSLY 26 1 cots Ik1 21 1 Gib troy 20 3 Her had oeP Wo A 100waflis► i6 M111{ 29 7 spring 30 1 Locknu Loeltweth PRICES: Pent rtocitin9 diitribU10ff: nfer 10 VaUr USc.M re--*( Parts numerical infix. Rater to swlt + 110 or 10 opntpeny far dlea0urrt Iniormwooru All other: refs to your Iwatat USEM part mocking dtmibutor. Contut the Mll(A. Connecticut fe410tul r"% of parts operation for fur&.W auituna. do * ADDEO OF CHANCED THM 15SUE IM U.S. ELECTRICAL MOTORS 01VISION EMERSON ELECTRIC CO. hMttld m V.9.►.-. EFFECTIVE: OCT08ER 28, 1984 ad SUPERSEDES: PAGE 2.3 GATED SECTION : 752 INWA N/T tcHIDULAC 01 — 21 FEBRUARY 15, 1901 PAGE - 13 0J — .1 i�:; '�i� ^li i f-110 '"l�^ I^ �II' C��,1 __�ii� I .fey 1- �i '�' 11,::=:� LI�J♦1[IT _i�.J I�.HLI tI I I :`� I ` .y—�J! �_ hIIJ. �� F�i�JL d ♦ 1✓rlV I U.S. ELECTRICAL MOTORS YYP I CAL PERFORMANCE DATA Parformoncc Doia Bosad on Standard Rutas of IEEE, ASA and NEMA I{P NO LOAD FULL LOAD FRAME NgR TYPE ENCLOSURE LOCKED SPEED RPM SPEED RPM (STARTING) 7 5 1200 1170 405 -LP RU WP I x EFFICIENCY x POWER FACTOR DIRECTLY MEASURED FULL 3/4 1/2 FULL 3/4 1/2 LOAD LOAD LOAD LOAD LOAD LOAD 9115 92.5 9 2 .5 87.0 85.0 78.0 TORQUE AY FULL VOLTAGE NEMA CURRENT - AMPERES MAY.E LOCKED PHASE/HERTZ VOLTS (STARTING) INSULATION RISE Sl:RYICE FULL. LOAD LOCKED ROTOR CLASS C (RESIST,) FACTOR PERCENT OF FULL LOAD (i'HWk) 2 L 2 21 140 200 It R 3J,=;0 460 8£310 542.0 F 80C 1.15 x EFFICIENCY x POWER FACTOR DIRECTLY MEASURED FULL 3/4 1/2 FULL 3/4 1/2 LOAD LOAD LOAD LOAD LOAD LOAD 9115 92.5 9 2 .5 87.0 85.0 78.0 TORQUE AY FULL VOLTAGE NEMA NE' LOCKED PUIi-0UT FULL LOAD (STARTING) (BR DESIGN (LB. FT.) CODE ER PERCENT OF FULL LOAD 2 L 2 21 140 200 It R VERTICAL MOTORS MOTORS DIMENSIONS FRAMES 5006P THRU 6810 PA — TYPE HU (DRIPPROOF) — WEATHER PROTECTED TYPE I PEABODY FLOWAY PO 39476 USEM S0900163 Mark; HIGH LIFT FINISHED ATER.PUMPS, 88-01459/62 AO AO AA -SIZE CONDUIT (2 -HOLES) 6800 FRAMES ONLY HOLLOW SHAFT SORE ILES MOLES ON 6810 PA) AA S CONO ALL DIMENSIONS ARE IN INCHES .PUMP SHAFT, ADJUSTING NUT, LOCKING SCREWS ARE NOT .FURNISHED WITH MOTOR - �+ � �'�'r ;�'i;: � . �', l:;, moi'" i•` _,�,� . FRAME P- AA AB AC AD AF AG BB BE BV CD XC XG XO ! 5006P PH 29 3-1/2 23 17-1/2 — 8.1/16 56-6/16 1/4 7/8 193/8 49.25132 6-1/4 2.1/2 34 5008P PH 29 3.1/2 23 17-112 — 8.1/16 60.7/16 1/4 7/8 19.3/8 5329/32 6-1/4 2.1/2 34 5009P PH 29 3-1/2 23-7/8 18-1A — 8.1/16 647/16 1/4 7/8 23.3/8 57.29/32 6.1/4 2.1/2 34 5808P PH 34 3-1/2 1 26.13/16 21-6/16 — 8.1/16 67-7/16 1/4 1 243/4 58-1A 8.7/8 23/4 39.1/2 5809P PH 34 3.1/2 26.13116 21-6/16 — 8.1/16 71.7/16 1/4 1 243/4 62.1/4 8-7/8 2.3/4 39-1/2 5810P PH 34 31/2 2613/16 21-6/16 — 8-1/16 75.7/16 1/4 1 28.3/4 66-1/4 8.7/8 2.3/4 39-1/2 GB08P PA 42-1/2 3.1/2 v 349/16 ♦ 27.7/16• ♦ 3 10-15/16 8538 1/4 1-1/2 37.1/4 77.7/8 7-5/32 3.7/8 48-1/4 6810P, PA 42-1/2 31/2 ♦ 349/16 ♦ 27-7116 ♦3 1015/16 963/8 1/4 1.1/2 48.1/4 88718 7.5/32 3.7/8 48.1/4 FRAME AJ AK 1-.005 BO 143/4 13-1/2 241/2500650085009PH 143/4 13.1 205808, WOF5006,5008,5009P 5809,S810P 26 22 30-1/25808, 5809,5810PH 143 4 13-1/2 241/222 6808,6910P 26 22 1 30-11213 16 6808, 6810PA 32 26 1 36 1 Conduit openings may be located in steps of 900. Standard as shown with conduit opening down. TOLERANCES Face Runout .007 F.I.R. Permissible Eccentuicity of Mounting Rabbet .007 F.I.R. AA rough casting dimensions may vary by 1/4" duo to casting variations. Largest motor diameter. T 400 Volt motors over 100HP are supplied with a larger terminal box which cannot be rotated but has conduit openings on the sides and bottom. AB AC AD AF 41.1/16 3413/16 4 17-15/16 1� U.S. ELECTRICAL MOTORS DIVISION EMERSON ELECTRIC CO. Printed in U.S.A. eManeOM ( MOO[/LAR US ELECTRICAL MOTORS TYPICAL PERFORMANCE DATA PREFORMANCE DATA BASED ON STANDARD RULES OF IEEE, ASA, AND NEMA HP NO LOAD FULL LOAD VOLTS INSULATION RISE SERVICE HERTZ FULL LOAD LOCKED ROTOR SPEED RPM SPEED RPM FRAME TYPE ENCLOSURE 350 1800 1775 5006P HU WP I CURRENT -AMPERES PHASE/ MAX.TEMP. VOLTS INSULATION RISE SERVICE HERTZ FULL LOAD LOCKED ROTOR CALSS XRESIST FACTOR 3/4 THERM 460 383 __T3/60 2415 F 80c 1.15 X EFFIENCY DIRECTLY MEASURED AT LOAD % POWER FACTOR AT LOAD FULL 3/4 1/2 FULL 3/4 1/2 94.0 95.0 94.5 90.0 89.5 86.1 TORQUE AT FULL VOLTAGE NEMA KVA/HP NEMA DESIGN FULL LOCKEDPULL—OUT LOAD STARTING BREAKDOWN CODE LETTER PERCENT OF FULL -LOAD (LB.FT) 1036 80 175 F B' PEABODY FLOWAY VERTICAL PO 39476 MOTUSEMORS S0900163 MOTORS Mark; HIGH LIFT FINISHED ATER PUMPS, 88-01459/62 DRIVE COUPLINGS FOR FRAMES 444 THRU 6810 HOLLOSHAFT MOTORS ALL DIMENSIONS ARE IN INCHES PART NO.MMfLl!! BX BORE BY �/$ - � L PART BX BORE TYPE FRAME NUMBER NOMINAL ACTUAL BY BZ XB XD LU 444,445 172314 1.7/16 1.437 1/4-20 2.1/8 3-13/16 17!32 XE 3-5/8 XF KEY TU 447TP, TPA 118296 1-1/2 1.501 1/4.20 2-1/8 3 13!16 17A2 3.5/8 2.3/4 3B 118297 1.11/16 1.688 1/4-20 2-112 3 13/16 17/32 3-518 2-3/4 2-3/4 3/8 318 118298 1-3/4 1.751 1/4.20 2-1/2 3-13/16 17/32 3.5/8 2-3/4 3/8 RU 444,44STP, TPA 118299 132576 1.15/16 1.938 1/4-20 2-1/2 313/16 11116 3-5/8 2-314 1!2 1-7/16 1.437 1/4-20 2.1/8 4 11/16 3.11/16 2.7/8 3B 132577 1-1/2 1.501 1/4-20 2-1/8 4 17/32 3-11/16 2-718 3/8 132578 1.11/16 1.687 1/4-20 2.1/2 4 17/32 3-11/16 2.7/8 3$ 1325791.15/16 1.937 1/4.20 2-1/2 4 11116 3-11/16 2-7/8 1R 136874 23/16 2.188 3/8.16 3-1/4 4 11/16 4 2.7/8 1!2 136875 2-1/4 2.250 3/8.16 31/4 4 11/16 4 2.7/8 1R 131805 BLANK 751 - - 4 136 876 BLANK - 311/16 2-7/8 E U 5006,5008, 129679 1.11/16 .751 1.688 - 1/4.20 - 2.1/2 4 4.3/8 - 4 2.7/8 HU 5009,5108, 113288 1-15/16 1.938 1/4-20 2-1/2 17!32 4.3/4 31/16 318 JU 5109• P. PN 113287 2.118 7-126 318.16 4-3/8 11116 4-3/4 3.1/16 1/2 31/4 4-3/8 11116 4-3/4 31/16 1/2 113289 2.3116 2.188 3/8.16 31/4 4-3/8 11/16 4.3/4 31/16 1R 113313 23/8 2.376 3/8-16 31/4 4-3/8 25/32 4-3/4 3-1/16 5/8 113290 - 2-7/16 2.4383/8.16 31/4 43/8 25/32 4-3/4 31116 SB 113314 2.1/2 2.501 3/8-16 31/4 4-3/8 25/32 4-3/4 31116 5/8 HU 5808, 113285 BLANK .000 - - 4.3/8d-3/4 31/I6 143112 2-3/16 7-188 3/8.16 3-1/4 5.1 112 S 3.5 1 5809 5810 P PH 143113 2.7/16 2.438 3/8-16 31/4 5.1/8 112 5 EU 5805 PH 128009 2-3/16 2.188 3/8-16 31/4 4.3/8 11/16 4-3/4 3-5/8 3-1/16 SB 1/2 JU EU 5807,5809, 127376 143112 2.7/16 2.438 3/8-16 31/4 4-3/8 25/32 4-3/4 31/16 5/8 2-3/16 2.188 3/8-16 31/4 5-1/8 112 5 35/8 1R JU 5811 P. PH 143113 2.7/16 2.438 3/8.16 31/4 S•1/8 1/2 5 XfA HU 6808, 116467 2.11/16 2.688 3/8-16 33/4 6.7/16 11/16 6 4-15/16 5/8 5/8 6809 P. PH 120592 2.3/4 2.751 3/8-16 33/4 6-7/16 11/16 6 4-15/16 518 HU 6810 P. PA 255753 33/16 3.187 1 318-16 5 7-7/8 1 255609 3-7116 3.437 3/8-16 5 7.7/8 1 7.5/8 6 7/8 178611 BLANK - 7-S/8 6 7/8 .000 - 7-7/8 7-5/8 6 - SPECIAL COUPLING DIMENSIONS PART NO.MMfLl!! BX BORE BY �/$ - � L BZXf 3 I,4,1 SQ KEY i 1► UAL 5� 43i �'�� x,11 3/ 3 V)e All tapped holes are unified national coarse, right hand thread. Coupling bore dimension 'BX" is machined with a tolerance of -.000" +-001 up to All rough casting dimensions may vary by 1/4" due to casting variations_ 1-1/2" bore inclusive. Larger bores --000", +.002 ' U.S. ELECTRICAL MOTORS DIVISION EMERSON ELECTRIC CO. printed in U.S.A. nutwsor EFFECTIVE: APRIL 15, 1987 SECTION : 505 DO NOT USE FOR CONSTRUCTION SUPERSEDES: MAY 1- 1986 DA!_G • 17 RENEWAL PARTS MOTORS INSTRUCTIONS BALL TYPE NON—REVERSE RATCHET FOR VERTICAL MOTORS FRAMES 5000, 5800. 6808 — TYPES EU, HU, JU FASTENER i WASHER CD 1 BALL RETAINING RING 1 1 ( 1 FASTENER 1 O ' BALL 1 .� ROTATING RATCHET FASTENER 1 I (Z)—PLAIN WASHER 0 o S—SPRING o —PRESSURE PLATE o c ( I PROJECTING PIN f CV—STATIONARY RATCHET FRICTION LINING ( I: ( "C" SPRING FASTENER I. Assemble "C- spring into housing that has been secured to upper bracket. When viewing the -C- spring from the top. as it lays in the housing, the cradled end of the 'C- spring must engage the pin in the housing, so that the -C- spring cannot be routed in a dock - wise direction. 2. Assemble Stationary ratchet with friction lining into the housing. Projecting from the flange is another pin. This pin is to engage the free end of the -C- spring. CAUTION It is important that the -C- Spring be property engaged with the two ProtKt'ng Pine: fadwre to do so will damage the mechanism 1 Assemble the routing ratchet onto the bearing mount and secure with the proper size. type. and number of fasteners and lockwashers. 4. Lay pressure plate onto stationary ratchet. Assemble one spring into each pocket in the pressure plate. Secure the springs and pressure plate with proper number. size. and length of fastener at each Wing. Placing Plain. flat wutw under the head of each screw. Tighten each cap screw until each spring is Compressed to a height as indicated on the plate attached to She pressure plate. 5. Inurt proper size ball into each ball We. (Soo() HU) - 1 -1/8 - diameter ball,115000 EU, JU) - 1-1/8- diameter ball. (5800 EU, JU) - 1-18- diameter ball. ( 6808) - 1-1/4- diameter ban. PROJECTING PIN HOUSING 6. Assemble ball retaining ring onto routing ratchet. which is secured in place by the ventilating fan. Secure the fan with the proper number, size. and type of fasteners and lockwashem CAUTION Failure to ensemble ball retaining ring onto rotating ratchet will allow balls to fly out of ball holes upon start-up of motor. causing injury and property damage. REFINE BALANCE PROCEDURE After completion of assembly of ratchet parts. run motor to deter- mine where weights are to be added to refine balance of morn.. If the weights are added in a positron when holes are eKposed in the beating mount. drop lead balls into holes and flatten to secure. If weights are to be added when there are no holes in bearing mount exposed. use washers and machine screws. which are to be threaded into the tapped holes provided in the top side of the rotating ratchet. NOTE: The routing ratchet should be marked. relative to the bear- ing mount with punch marks. so that if disassembly is ever re- quired. the rotating ratchet an be reassembled in the tame posi- tion. so that balance will not be affected. k ADDED OR CHANGED THIS ISSUE I U.S_ ELECTRICAt MnTnnC nivlcirw CAACCOnb. r. 1-- .. Printed in 11 c A US t i i T C!R°S LJHLH IT/ 7 14 559,41-27139 NO. 54= VERTICAL, MOTORS TYPE HV -4 RRAtiES 5006P THRU 6810PA WITH STYLE "P" SASE PEABc7()1 F1_lWAY PO 39476 ''SEN 50900495 `(Rrk; FIL'TF,R l_� , �,..� A - i) I W {? .1 - GA— FOA VOF2.5;8 AES �;i D501 ANO SMALLER BOOK: 0 SE'C'TION: 105 PAGE: 1_4-3/4_ _ EFFECME: _1T4 SUPSWO1 3.1,2 a! IFA HOLES (I HOLES ON as•iirr 04l6ult 6310 FA) a «atsl Al CIA.i—sem_ !!e1!AAuuaMt! 1'32 EU'� 151 FON V OF 21;8 - �--Ac MAA R. ''-J 50r AND LARGER ALL D11MENSIONS ARE IN INCHES BASIC 4—K — FRAME P' AA A I 29 _5800P 580OPH 6800P _ I FRAME 5006P. PH 5^07P, 7PH 50�J8P PH —_� _ 150(D9P. PH 29 --34- 34 a34 42-1i 42.1 i AEt AC AD _14-3/4 f — +.005 13.1/2 88 1!4 3.1/2 1_4-3/4_ _ 13-1/2 22_ _1T4 3-1/2 3.1,2 _26 14 3i4 - 13.1'2 _ltd _ 1/4 1-1/2 22 — 1938 <3-7:13 1 4 3-t12— 22 2? /4 _ -=I 1/4 _32 3 1/2 AEt AC AD AF AG 8V _�317-11.2 8-P16 56-5,'16 19-1r8 23 1-71_/_-2_ 8-1116 61-9/16 19-3."3 ?3 i71r?311/6 i-i-8-1-1/ 1-1/2 SO 7/18 1938 <3-7:13 1 4 64.711 G 8-1/16 23.3/2 rA P Ali �I i C�OWr IV BD BE 24-1/2 7/8 20 7,'8 30-12 1 24.12-1- 1 30- 30-112 1.1/2 36_ 1-1/2 FRAME Me AC AD 5808P, PH 26-13,'16 21.5/16 - 5809P_PH 26-13/16 21-S/ 66 5 i_0' PH 26.13/16 —2i-5116--- 6808P, PA 34-9116♦ _ 27-7/16♦ 3A ' Largest motor width, Ail rough casting dimensions may vary by 1 /4` due to casting variations. Conduit box opening may be located in steps of 900. Stan• dard as sinown with oonduR opening down. Motors for extra high thrist may require waterooaling, VThen required, refer to suction 505, page 18_ ■ For dimension 'C', add the "AG" and "AH" dinrsnsicns. XO 34 34 350 TO 400 2.7/8 7 g S 4 450 TO Soo 3.118 7 600 TO 1000 3-7/8 ♦ 4000 volt motors over 1000 HP aro widl • terminal box which cannot bs mtsted, buttwo aondgp ##w Ings on the sides and bottom. AS AC AR 49-11/16 437/16 4 17- ti/i At U. S. ELECTRICAL MOTORSDO NOT USE FOR COHTION DIVISION OF EMERSON ELECTRIC CO, E PURPOSES UNLESS CQ LOY) 00 TO 800 900 TO 1000 _ 613tOP PA 34.9116A 27.7/16♦ 3A 1%0_4VfVu'&1 49 10-1 _ 1250 TO 1750 SHAFT DIMENSIONS BY HP AND POLES POLES RP v Eu ES i 4 1800 6 1.200 8 900 -.001 AH •.005 MRN 600 300 & DOWN -- 200 & DOWN _150 8 DOWN 2.1/8 4-1 /2 1.314 3 3_50 T_O 450 ^500 _ _ 250 TO 300 _200 2-3/8 5 2 3-14 TO 600 350 TO 400 3Zt rn .nn n ­ 7 - _ . _- ' Largest motor width, Ail rough casting dimensions may vary by 1 /4` due to casting variations. Conduit box opening may be located in steps of 900. Stan• dard as sinown with oonduR opening down. Motors for extra high thrist may require waterooaling, VThen required, refer to suction 505, page 18_ ■ For dimension 'C', add the "AG" and "AH" dinrsnsicns. XO 34 34 350 TO 400 2.7/8 7 g S 4 450 TO Soo 3.118 7 600 TO 1000 3-7/8 ♦ 4000 volt motors over 1000 HP aro widl • terminal box which cannot bs mtsted, buttwo aondgp ##w Ings on the sides and bottom. AS AC AR 49-11/16 437/16 4 17- ti/i At U. S. ELECTRICAL MOTORSDO NOT USE FOR COHTION DIVISION OF EMERSON ELECTRIC CO, E PURPOSES UNLESS CQ LOY) 00 TO 800 900 TO 1000 _ 450 TO 500 600 t _ 1250 TO 1750 700 TO 1500— ' Largest motor width, Ail rough casting dimensions may vary by 1 /4` due to casting variations. Conduit box opening may be located in steps of 900. Stan• dard as sinown with oonduR opening down. Motors for extra high thrist may require waterooaling, VThen required, refer to suction 505, page 18_ ■ For dimension 'C', add the "AG" and "AH" dinrsnsicns. XO 34 34 350 TO 400 2.7/8 7 g S 4 450 TO Soo 3.118 7 600 TO 1000 3-7/8 ♦ 4000 volt motors over 1000 HP aro widl • terminal box which cannot bs mtsted, buttwo aondgp ##w Ings on the sides and bottom. AS AC AR 49-11/16 437/16 4 17- ti/i At U. S. ELECTRICAL MOTORSDO NOT USE FOR COHTION DIVISION OF EMERSON ELECTRIC CO, E PURPOSES UNLESS CQ LOY) 1=i. _t U._ P'iLi L;R'= I;.JN� . {i .T. -1 __-3 -- I1 i, .4. tt=1c,. i_:._� RENEWAL PARTS j► PARTS LIST FRAMES 6006P, PH THRU 6808P, PH--c.TYPE HU.; -- HOLLOSHAFT MOTORS EABODY FLOWAY 0 39476 SEK S0900495 ark; FILTER BACKWASH 0 89-01 6 Pump t I = tl�' fr m ITEM NO OTY NAMEOFPAAT 1 1 G+rroPY sap 2 2 Evtttvlt Not u r,me :0060 PHA P 9 -Loo G,tkit < , H!e Rued ,w & lotkwasher 6 1 8rwkat raver 1F1tod on frarrr Smp. PHI, 14 1 Gasket iUt.d sn ffsnw "08P. PMI 7 6 HdR hi+,d -P —, Olin G 196-wuhfr IUtad an fnnw t; VP PH 9 1 Locking arm PRICES: PArn rebeking dittributort: rrfer to Your USEM. rert.wrl parts num,tipl ind&g. All o2terr: rafer to Your rle,rrtt USEM p,rts Clocking distributor, Cort,et Ih, Milford, Connecticut thio" Nrwwpl pgry OPUR10n for furthar Vsl"FUM". ITEkt NO QTY NA LAE 9 1 t•14x hmd etp tCrf tt l 1 r 11 �; 12 2 Flat h nanw iR08I 19 2 : t (Umd.n from* tl t t 14 2 Oil f9l dramr hwWvif-Tf6jjW aty. I Fitt Is 4 Fw 1,rwr on $mF) A,fw to tectIOY 920 W 10 amnp,rty fpr d6nown lWerfraflom ,4 AOCEU OR CHANGED THIS iSSUE 1= U.S. ELECTRICAL MOTORS DIVISION EMERSON ELECTRIC CO. EFFECTIVE: MAY 15. 1986 SUP£ALSEbES: OCTOStR 75. IN4 SECTION : 752 ' # PAGE : P5 040"TSofpm"m4l_r C`' 117;!13' `':_ 4-:? ' Iti!'�O'4ULA/? US ELECTRICAL MOTORS TYPICAL PERFORMANCE DATA PREFORMANCE DATA BASED ON STANDARD RULES OF 18E$, ASA, AND NEMA lip NO LOAD FULL LOAD SPEED RPM SPEED RPM FRAME TYPE ENCLOSURE 200 1200 1185 5006P HV -4 WP I X EFF1ENCY DIRECTLY 2 POWER FACTOR MEASURED AT LOAD AT LOAD FULL 3/4( 1/2 FULL 3/4 1/2 93.9 94,5 94.2 87.5 86.2 81.1 TORQUE AT FULL VOLTAGE NEMA {('VA/HP NEMA DESIGN FULL LOCKEDLL- OUT LOAD (LE -FT) STARTIN GJ(PBREAKDOWN CODE LETTER PERCENT OF FULL LOAD 1108--1 100 175 F - ____ FB MEMORANDUM TO: James F. Finnegan File 8893.102 FROM: Alejandro Tor---- DATE: oro DATE: June 2, 1989 SUBJECT: North Andover WTP. ATTENDANCE: N/A ================================================================= After review of the vertical turbine pump submittal, following are the findings: I. Raw water pumps 1. 4.0 MGD Pumps NPSH (A) of 32.7 feet is greater than the 12.5' of NPSH (R) and therefore is adequate. Efficiency with one pump in operation under low wet well conditions is approx. 83%.Minimum submergence required is 57".Minimum submergence available is 61". � 2. 6.0 MGD Pumps NPSH (A) of 33.21 is greater than t e 12.5 feet of NPSH (R) and therefore adequate. Efficiency with one pump in operation under low wet well conditions is approx. 82%. Minimum submergence required is 63". This is higher than the minimum available of 61". Low wet well operating level should be raised from the proposed 99.061. � II. Finished Water Pumps 1. NPSH (A) of 33.61 feet is greater than the 30.0 feet of NPSH (R) and therefore adequate. Shut off head at 0.0 GPM. is 470 FT. or 205 psi. 2. Height of pump above the floor is 85.5 inches. Clearance to monorail should be checked. III. Backwash Pumps 1. Anchor bolts are shown to be 32" apart. Structural drawings show floor opening to be 36". Pump plate, therefore should be larger. NOTE: Letter of transmittal from IEC. states that all anchor bolts have been installed. 2. Height of pumps above floor is 114.25 inches. Clearance to monorail system should be checked. 3. NPSH (A) is adequate. IV. Motors 1. Submittal should be sent out to electrical sub. for his review. PROJECT DATE e� PAGE WESTON & ENGINEERS, INC.- t'� I SAMPSON (I WAKEFIELD, MASS BY S. CHKD BY .�I Cr, It. ga.0 t i ���•.-s�►��Pv t, � try , �.,�,.� L�4 �i9 t�ti 4� �rlek'1 '��r►v�' S sail 1 J,blp PROJECT DATE PAGE WESTON & I) ENGINEERS, INC. SAMPSON WAKEFIELD, MASS BY CHKD BY yw vS•ur��ri,l/ �-l�w�i5►� f v�S I/ct1.4 tY% �/--t v �u �I h<< � 13 S , qO GMSC so , 'Ll f 'I" t .011✓ 4",j, i /t ��t �c cct s' U I ("'E (rf'-A, pr -g J� 1 d ''�� S.';C� DG a ( 8.k cV e V w.- 126 t- 5, t 3 1-1 q 14 � `Fv: It-+ I 11ri � � r< s V, d 41 � b 44- 17 to T17to &'Oc-m 4s+t. ag 04- 3 WESTON & 1� ENGINEERS, INC. PROJECT DATE PAGE SAMPSON I WAKEFIELD, MASS BY CHKD BY tvf ( I V\ 1�u�ow, I f1".i\ 73&5 les-'.)) ter ; 4" f A ✓` WESTON & 11 ENGINEERS, INC. PROJECT DATE PAGE SAMPSON WAKEFIELD, MASS BY CHKD BY 4*1 (A 10 0 V, I ts SUBMITTAL REVIEW f RNISH AS SUBMITTED' S.J REVISE AND RESUBMIT l�FUFURNISH- AS NOTED 4.0 REJECTED This submittal has been reviewed for general conformance with the plans and specifications for this project. CorrA_Lrns, com- ments and/or clarifications noted do not relieve the contractor from coordinating and correlating all dimensions and quantities, selections of ennsttuetion techniques, coordinating the work of its forces and the other trades, and performance of the work in a safe and satisfactory manner. WESTON & SAMPSON ENGINEERS, INC. Date �' + By - /4 E �5 f Floway Vertical Pumps for Municipal Applications Peabody Floway Vertical Pump Specialists Since 1934 Peabody Floway engineered, designed and built their first vertical turbine pump more than 50 years ago. They began as pioneers in the field and have continued to develop innovative vertical pump designs combining modern technology and materials to assure the availability of reliable water supplies throughout the world. Modular Design for Maximum System Flexibility When a city's water supply depends upon well water, the pump must meet exact operating requirements. Floway's modular design allows: • Choice of electric motor or diesel engine drive. • Wide selection of light and heavy duty discharge heads to meet all pumping applications. o Variable length column pipe and lineshaft assemblies for well settings to 2,000 feet. • Sizing of bowls to meet exact flow requirements. • Multi -staging to meet exact head requirements. Design Features o Broad range of pump models. o Choice of semi -open or enclosed impellers. • Porcelain enamellined bowls for longer life and increased pump efficiency. (20 -inch and larger are phenolic lined). o Heavy wall cast iron bowls and bronze impellers provide maximum operating life. o Precision enclosed line shaft manufactured by Floway. o Stainless steel bowl shafts are standard. o Extra long, permanently grease -packed suction bearing provides added shaft support and extends operating life. • Driver mounting flange contains a register fit which prevents misalignment and simplifies installation. • Discharge heads allow column adjustment for deep well applications. SPECIAL DESIGNS FOR DEEP WELL SETTINGS o Floway's "UNISET"" pump incorporates a Kingsbury thrust bearing assembly to simplify installation of deep well pumps at settings exceeding 500 feet. The "UNISETT" utilizes standard VHS motors. • Floway's "DEEPSET" BOWL ASSEMBLY features heavy duty bowl construction specially designed for abrasive, corrosive, and high temperature deep well conditions. DESCRIPTION APPLICATIONS RATINGS .zv t r Cr •... o ... 41"Ayiow , bU I VC �F,R, & VF WELL PUMP�UNISET M (C, GN, &Deep Set Vertical close coupled, single or multi -stage turbine with Vertical close coupled, single or multi -stage turbine with Vertical line shaft, deep well multi -stage turbine with cast Vertical line shaft, deep well multi -stage turbine with fabricated discharge head. Closed suction pump with fabricated discharge head. For sump or shallow well iron or fabricated steel dis- charge head. Heavy duty integral thrust bearing to allow deep settings with inline suction and discharge. Low NPSH first -stage installation with above ground discharge. bowl and extra lateral con- standard lateral bowl available. struction to allow for shaft assemblies. Impellers pre -se stretch are available. Oil or at factory for premium product lubricated. efficiency. Oil or product lubricated. Grease packed lower bearing. In line, close suction booster applications such as Power plant service and water treatment Drilled we�andny surfaceLdew:atedn7g ater supply, mine condensate service. plants. water souh as lakes, rivers andirs. or high pressure Capacity: To 35,000GPM Setting: To 50 Feet To 35,000GPM To 10,000GPM To 3,500GPM Pressure: To 3,000 PSI To 1,500 PSI To 2,000 Feet To 1,500 PSI To 2,000 Feet To 1500 PSI U 11 ]"t r it'vit A & AF I SUBMERSIBLEI VU I CF & CG 1 LOW LIFT (Mixed & Axial Flow) -al close coupled, single Multi -stage vertical turbine Single or multi -stage vertical Vertical close coupled, Vertical mixed flow and axial ilti-stage shallow well with submersible motor and turbine with below ground single or multi -stage vertical flow pumps with oil lubricated ie with cast iron dis- 3e head. Enclosed or fabricated surface plate. Includes grease -packed discharge. Available with semi -open or enclosed turbine with closed suction and below ground discharge. shaft and 1 -piece fabricated discharge head. OPTIONS: -open impellers. Oil )duct lubricated. top case bearing with ' strainer. Quiet, unobtrusive impellers. Available with semi -open or enclosed impellers. baseplate or angle support; 90°, 45°, or flanged discharge; 00 Feet operation. To 250 Feet I Close coupled I above or below ground dis- 00 PSI To 750 PSI To 200 PSI To 400 PSI charge. (Single -stage mixed flow with oil lube and below ground discharge shown.) it treatment plants, Drilled well applications and Pollution and flood control, Booster and condensate Flood and pollution control, lion control, and booster booster supply in either hori- water treatment plants, and pump applications. water treatment plants, and :e applications. zontal or vertical position. any surface water source. other low lift applications. OOOGPM To 6,000GPM To 50,000 GPM To 600GPM To 150,OOOGPM 00 Feet To 1,500 Feet To 250 Feet I Close coupled I To 50 Feet I 00 PSI To 750 PSI To 200 PSI To 400 PSI To 35 PSI VERTICAL TURBINE vjw t'"\ TO Ft. MIXED FLOW CAPACITIES T010.000GPM obi, 111 eel. WIFE, CAPACITIES Floway Service Facilities In addition to Floway's complete line of vertical pumps, strategically located service facilities are staffed by experienced personnel who understand the specific needs of municipal customers. Floway service facilities stock everything from precision coated, capped, and straightened tubeline to a complete line of bowl assemblies ranging in size from 8 to 20 inches. Discharge heads are stocked in sizes 6" x 12" to 14" x 20". After building and servicing pumps for more than 50 years, Floway personnel understand the needs of municipal customers. All service facilities have a 24 hour hot line to provide emergency service and assistance. Peabody Floway HEADQUARTERS AND MAIN MANUFACTURING FACILITY Peabody Floway 2494 S. Railroad Avenue P.O. Box 164 Fresno, CA 93707 Telephone: (209) 442-4000 Telex: 355-483 Cable Address: FLOWAY Telecopier: (209) 442-3098 After Hours Emergency Service: (209) 443-5906 SERVICE FACILITIES Fresno, California: 2494 S. Railroad Ave. P.O. Box 164 Fresno, CA 93707 (209) 442-4494 Telex: 355-483 Houston, Texas: 8302 Reservoir Road Houston, TX 77049 (713) 458-9240 Los Angeles, California: 10040 Greenleaf Avenue Santa Fe Springs, CA 90670 (213) 946-7787 Bulletin #55 6186 INSTRUCTION MANUAL FOR INSTALLATION, OPERATION AND MAINTENANCE AND LIST OF PARTS 6" THRU 22" OPEN LINESHAFT TYPES INSTRUCTION MANUAL NO. IM -106 Peabody Floway FRESNO, CALIFORNIA • 209/442-4000 "There's a Difference... " WARRANTY: Each product manufactured by Peabody Floway is warranted to be free of defects in material and workmanship for a period of one (1) year after the product is first put into operation or eighteen (18) months after date of shipment, whichever is less, when the product is in the hands of the original user and the product has been used properly for the purpose for which sold; and provided that Seller shall be notified within thirty (30) days from the earliest date on which an alleged defect could have been discovered, and further that the defective good(s) or part(s) shall be returned to Seller, freight prepaid by such user, at Seller's request. No material will be accepted at seller's plant without a Return Material Authorization (RMA) number first obtained from seller. All material returned must be clearly marked with such RMA number. Unless expressly stated otherwise, warranties in the nature of perfor- mance specifications furnished in addition to the foregoing on a product manufacturec by Peabody Floway, if any, are based on laboratory tests corrected for field performance. Due to inaccuracies of field testing, if any conflict arises between the results of field testing conducted by or for the user, and laboratory tests corrected for field performance, the latter shall control. No equipment shall be furnished on the basis of acceptance by results of field testing, unless su:;h tests are made in accord- ance with the engineering practices outlined in Section 6.1 through 6.12 (or successor provisions) of the American National Standards Institute Bulletin B58.1, latest edition. Such performance warran- ties are void if impellers are trimmed by anyone other than factory personnel or those authorized by Seller. Further, they are only for the design point specified and relate only to performance at the time of installation. All purchased items (accessories and other equipment not manufactured by Peabody Floway) are warranted only for the period and to the extent of the original manufacturer's warranty, and shall be subject to all of the terms and conditions of such warranty. THERE ARE NO EXPRESS OR IMPLIED WARRANTIES, INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, WHICH EXTEND BEYOND THOSE DESCRIBED OR REFERRED TO ABOVE. The sole and exclusive remedy for breach of any and all warranties with respect to any product shall be replacement or repair at Seller's election, f.o.b. factory, of such goods and/or parts as prove defec- tive. There shall be no further liability, whether based on warranty, negligence or otherwise; no claims for labor or consequential damages shall be payable. Unless Buyer clearly shows that none of the following were a cause of an alleged defect, all warran- ties are void if: (a) Pump is handling liquids other than clear, fresh nonaerated water at a temperature not exceeding 85 degrees F. or such other liquids andlor temperatures contrary to those specified by the shipping order; (b) If pump has been handling abrasive material; (c) If pump is slow, due to low voltage or other reason beyond control of Seller; (d) If pump is installed in a well or sump which is not sufficiently straight and plumb and of suf- ficient diameter to allow the pump to hang free and plumb; (e) If pump is damaged from electrolysis, graphitization, corrosion, or erosion; (f) If air or vapor is allowed to enter the pump section; (g) Parts not furnished by Seller are used in head, bowl or column assembly; or (h) If a foot valve is used without consent of Seller on any unit except the 'WATERMASTER'. None of the provisions hereof may be altered or modified unless in a separate writing signed by Seller. GENERAL: Should any of the terms and provisions of purchaser's order be in any way inconsistent with the terms and conditions herein, the same shall not be binding on seller and shall not be con- sidered applicable to the sale. No waiver, alteration, or modification of any of the provisions herein shall be binding unless in writing and signed by an executive officer of seller at its Home Office in Fresno, California. The failure of seller to enforce any right seller may have under the terms and con- ditions hereof or otherwise shall not constitute a waiver of such right with respect to future occa- sions for enforcement thereof, nor shall any such failure or failures establish any custom or usage. It shall be the obligation of every distributor, dealer, reseller or other person between seller and the end user to whom such person resells seller's products to make known to such end user all warranty pro- visions hereof. TABLE OF CONTENTS Page Warranty ....................... i SECTION III SECTION I General Information & Description 1-1 General Information ...... , . , , , 1 I-2 General Description .... ....... 1 I-3 Causes for Reduced Performance .... 2 SECTION IT Disassembly 11-1 General .................. 3 II -2 Shop Requirements ............ 3 I1-3 Ti -4 Tools ................... 3 Special Tools IV -3 . .............. 3 11-5 Disassembly - Flanged Fig. Pump Bowls ............. 3 I1-6 Alternate Disassembly Method ..... 6 II -7 Disassembly - Threaded Torque values for standard Pump Bowls ............. 6 II -8 Removing Bearings ........... 6 Page Inspection and Repair III -1 Inspection & Cleaning . , .. , , , , . , 7 III -2 Trouble Shooting ... , , , , , , ; 7 III -3 Repairs ................. 7 A. Replacing Bearings B. Replacing Shaft C. Repairing Enclosed Impeller and Bowl Seal Surfaces D. Repairing Semi -open impeller stat wear III -4 Lubrication ...... ......... 8 SECTION IV Assembly............. ..... .... 9 SECTION V Parts List V-1 Ordering Parts ........ ..... 11 V-2 Stocking Spare Parts .... ...... 11 V-3 Returning Parts ............ 11 LIST OF ILLUSTRATIONS AND CHARTS SECTION I Page Fig. I-1 Bowl Assembly general construction .. 1 Fig. I-2 Types of bowl suction pieces ...... 1 Fig. 1-3 Types of impellers ........ , , , 2 SECTION II IV -3 Fig. II -1 Collet driver dimensions ........ 3 Fig. 11-2 Flanged Pump Bowl, Exploded Fig. II -3 view ................. 4 Removing Suction Bearing ....... 6 Fig. 11-4 Removing Discharge Case Bearing ... 6 SECTION IIT Fig. III -1 Bowl assembly dimensions and tolerances .............. 7 Fig. III -2 Trouble shooting chart ......... 7 Fig. 111-3 Repairing bowl and impeller seal surfaces ............ 8 Fig, 111-4 Repairing semi -open impeller seat ... . ........ 8 Page SECTION IV Fig. IV -1 Sand Collar setting ........... 9 Fig. IV -2 Checking shaft for straightness .... 9 Fig. IV -3 Locking shaft for assembly .... , , 9 Fig. IV -4 Torque values for standard fasteners Fig. V-3 Parts List - 15DK, 18MK, 20MK .... 14 on Flanged Bowls .......... 10 Fig. IV -5 Torque values for standard threaded bowls ............ 10 SECTION V Fig. V-1 Parts List - 6LK, 6JO, 6JK, 8LK, 8JO, 8JK, 8FK, 10HK .. .. 12 Fig. V-2 Parts List - 8XK, 10XK, IOLK, 10D0, 10DK, 10HK, 10FK, 12LK, 12DO, 12DK, 12FK, 14LK, 14DO, 14DK, Fig. V-3 1417k, 16MK ................ 13 Fig. V-3 Parts List - 15DK, 18MK, 20MK .... 14 IMPORTANT NOTE The descriptions and instructions included in this book cover the standard design of the r,,,.ipment and any common deviations when possible. This book does not cover all design details and variations nor does it pro- vide for every possible contingency which may be encountered. When information cannot be found in this book, contact the nearest representative. Do not operate this equipment other than in accordance with the instructions contained in this manual. This equipment (or a prototype) has been shoptested and found satisfactory for the conditions for which it was sold. The following instructions should be read completely before starting to install the pump. This equipment is capableof extended trouble-free operation when properly applied, installed and maintained. These instructions present the basic information and methods required for proper installation and maintenance of turbine pumps of the size and type indicated on the front cover. Peabody Floway's standard practice is to ship close coupled pumps assembled. Where long pump lengths, ship- ping limitations, handling limitations and headroom limitations prevent complete assembly, we will ship the pump unassembled. It is the responsibility of the installer to ask for assistance should it be required to proper- ly assemble and install the pump. FAILURE TO FOLLOW THESE INSTRUCTIONS MAY CAUSE SERIOUS PERSONAL INJURY OR PROPERTY DAMAGE. STUDY THIS INSTRUC- TION MANUAL. SECTION I GENERAL INFORMATION AND DESCRIPTION 1-1. GENERAL INFORMATION 2. Enclosed lineshaft construction wherein an enclos- ing tube is placed over the lineshaft and lubricants are There are two basic methods of lubricating the lineshaft supplied to the lineshaft bearings thru the enclosing of turbine pumps which alters the bowl assembly arrange- tube. A SEPARATE INSTRUCTION MANUAL IS AVAIL- ment accordingly. These are: ABLE COVERING TRIS CONSTRUCTION. 1. Open lineshaft construction uses the pumped fluid for lubrication. The lineshaft and bearings are 'open" to the pumped fluid and depend on this fluid for bearing lubrication. This construction is often referred to as lewater lubricated" since water is the most common lubricant. THIS MANUAL IS WRITTEN TO COVER THIS TYPE CONSTRUCTION. FIG. I-1 BOWL ASSEMBLY GENERAL CONSTRUCTION OPEN LINESHAFT TYPE 1-2. GENERAL DESCRIPTION The bowl assembly consists of the following basic components: 1. SUCTION CASE or SUCTION BELL — is the inlet of the pump. The suction case is provided with tapered threads for connecting a suction pipe or threaded strainer to it. The suction bell has a flared entrance and is preferred for sump applications; clip -on type strainers are available for attaching to the bell. Both case and bell house a grease packed bearing with a sand collar over the top of the bearing to keep out abrasives. 1 i �•.ti 1 SUCTION BELL SUCTION CASE FIG. I-2 TYPES OF BOWL SUCTION PIECES 2. BOWLS —Two types of bowl are used in bowl assem- blies - intermediate and top. A single stage bowl assembly will utilize a top bowl only, this bowl directs the fluid from the impeller into the discharge case. A multiple stage assembly will contain one or more inter- mediate bowls and one top bowl at the top of the "stack." All bowls contain an impeller mounted on the shaft and a bearing lubricated by the fluid being pumped. The top bowl (throttle) bearing on all models except 18MK and 20MK will extend into the bottom of the discharge case. 3. IMPELLERS — Two types of impellers are available - "semi -open" or "enclosed." The arrangement of the bowl assembly is identical with either type requiring only that the intermediate bowls and suction bell (or case) be designed to provide sealing surfaces for the type impeller used. SEMI -OPEN TYPE IMPELLER ENCLOSED TYPE IMPELLER FIG. I-3 TYPES OF IMPELLERS 2 4. DISCHARGE CASE — is the connecting piece between the top bowl and column pipe. All discharge cases contain a "Discharge Case Bearing" at the top. The 18MK and 20MK units also contain a second bearing at the bottom. 5. BOWL SHAFT — is a one piece shaft extending from the suction bell (or case) thru the intermediate and top bowls and thra the discharge case where it is connected by a threaded coupling to the lineshaft and hence to the surface mounted driver. The impellers are mechanically connected to the pumpshaft by means of tapered lock collets. The pumpshaft is supported above and below each impeller by bearings — extra long bearings being employed at top and bottom. 1-3. CAUSES FOR REDUCED PERFORMANCE Before pulling the pump bowl from the well the Installa- tion and Operation Manual should be reviewed for causes of reduced performance not related to the condition of the bowl assembly. Some of the possible causes of reduced performance could be: 1. Incorrect lateral adjustment. (This is especially critical with units utilizing semi -open impellers.) 2. Well conditions such as gas or air in the water. 3. Change in operating conditions such as increased pumping water level or increased discharge head require- ments. 4. Slow motor speed due to overload, low voltage or low frequency. 5. Incorrect direction of rotation. 6. Strainer clogged or suction I°sanded in". 7. Inadequate submergence of pump suction. After the pump bowls have been pulledbutbefore sending to the shop for repairs, check the bottom impeller for foreign material such as rocks or wood chips. Al.,o check the strainer for obstructions. SECTION II DISASSEMBLY 11-1. GENERAL Floway bowl assemblies are designed for minimum main- tenance; frequency of required maintenance will depend on severity of service, accumulate operating hours, and care given the unit during operation. Periodic per- formance checks are the best method of determining when repairs should be made. A significant change in the sound of the running pump or an increase in vibration may indicate the need for repairs. II -2. SHOP REQUIREMENTS Shop area should be sufficient to lay the parts out in order of disassembly. Parallel steel or wooden rails are recommended for cradling the bowl assembly although repairs can be effected on a flat bench or floor area of sufficient length to support the complete bowl assembly. The area should be kept clean through -out the repairs - remember this is a close toleranced, high speed machine and should be handled as such. II -3. TOOLS A good mechanics tool box will supply most of the tools required. The following should be available: Hammers (both hard and soft), screwdriver, allen wrenches, chain tongs, open or box wrenches, fine flat file, fine triangular file, emory cloth, wire brush. II -4. SPECIAL TOOLS A collet driver for installing and removing the impeller lock collets is the only special tool required for bowl assembly repairs. This tool fits snuggly over the shaft and is hand operated, the male end beingused to seat the collet while the female end is used to knock the impeller off the collet. II -5. DISASSEMBLY- FLANGED PUMP BOWLS Figure Il -2 - Illustrates the parts of flanged pump bowl assemblies numbered in sequence of disassembly. CAUTION : Protect machined surfaces from burrs and scrapes which could cause mis-alignment on re- assembly. In dismanteling a bowl assembly for repair, it is ad- visable to mark the parts so they may be re -assembled in the same sequence. HEATINEAT-HANOEN S 0. TO .5•.9-OCN:ELL C PUMP SHAFT SIZE DIMENSIONS IN INCHES A 8 C D E 6 LK, 6 JK, 6 JO 1 1.296 1.010 6 1.360 2 1.491 1.015 1.390 8 JK, 8 JO 8 XK. 8 LK, 8 FK 1 3/16 1.442 1.198 6 1.529 21/4 1.437 1.203 1.559 1O XK, 10 LK 10 DK, 10 D0, 10 HK 1 112 1.820 1.515 61/4 1.875 2 5/8 1.415 1.520 19-06 10 FK, 12 DK, 12 DO 12 FK, 12 LK 111/16 2 O- 2 1.698 71/8 2.125 27/8 2.067 T. 2.155 14 DK, 14 D0. 14 FK, 14 LK 1 15/16 2.348 1.948 83/16 2.438 31/8 2.343 1.953 2.468 15 DK, 16 MK, 18 MK 21/4 2.691 2.260 2.265 10 50 31/4 2,686 80 20 MK, 228K 27/16 2.982 2.445 10 40 ]3.060 31/2 2.977 2.450 FIG. II -1 COLLET DRIVER DEMENSIONS 1. Lay complete unit in horizontal position and block evenly. 2. Remove suction bell (or case) plug (1). 3. Measure end play of shaft by pushing the shaft all the way down and marking and then pulling all the way up until the impellers hit. Measure and record the distance traveled. ( inch end play.) 4. Remove shaft coupling (2). Threads are left hand. 5. Remove discharge case cap screws (3), 6. Slide discharge case (4) off shaft. 3 1 16 11 12 8 7 • h3r' t d r - r � 5. 7 1. Y I w��4 �,� 1 1 5 10 16 12 11 111 s ��31 10" thru 16" construction except 15DK 18" thru 20" construction includes 15DK 18 17 14 17 I 4 Figure II -2 — 10" and Larger Pump, Exploded View 7 3 Refer to section V 15* for ordering parts - 13 do not order from this drawing * 18" thru 20" units will use bowl bearing (14) in place of throttle bearing (15) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 12. 13. 14. 15. 16. 2 17. 18. 19. 20. Suction Plug Shaft Coupling Discharge Case Cap Screws Discharge Case Bowl Cap Screws Top Bowl Impeller Collet Impeller Intermediate Bowl Suction' Case (or Bell) Sand Collar Set Screws Sand Collar Pumpshaft Bowl Bearing Throttle Bearing Suction Bearing Discharge Case Bearing (Top) Discharge Case Bearing (Bottom) Column Adaptor Suction Adaptor Certain close coupled units will not use parts #4, 17 & 19 - throttle bearing #15 would then be replaced by bowl bearing #14 Figure II -2 (Cont.) — 10" and Larger Pump, Exploded View 5 7. Remove bowl cap screws (5) and slide top bowl (6) off shaft. NOTE: Do not allow weight of bowl to rest on un- supported shaft. 8. Slide collet driver onto shaft — female end toward impeller. Pull shaft up so that impeller is not against bowl seat. Strike impeller sharply with collet driver. Repeat as necessary to loosen impeller —pull shaft up after each blow. 9. Insert screwdriver into the split in the impeller collet (7) to spread and slide off shaft. 10. Remove impeller (8). 11. Repeat steps 7 through 10 until all intermediate bowls (9) and impellers (8) . have been removed. 12. Slide suction bell (10) (or case) off over bottom end of shaft. NOTE: Do not remove sand collar (12) unless the shaft (13) or sand collar are to be replaced. The sand collar left on the shaft will auto- matically provide the proper impeller loca- tion when assembling. 13. If the sand collar is removed record the distance from the bottom of the shaft to the bottom of the sand collar. (_") 14. To remove sand collar loosen two set screws (11) located 90 degrees apart and slide sand collar off shaft. II -6. ALTERNATE DISASSEMBLY METHOD Occasionally a bowl assembly will become "locked" due to foreign materials or seizure of parts in such a way that the above method of disassembly cannot be used. The Floway pump bowl can also be disassembled from the suction end as follows: 1. Follow steps 1 thru 4 above. 2. Remove suction bell (or case) cap screws (5). 3. Slide suction bell (or case) (10) off shaft. 4. Measure and record sand collar (12) location in re- lation to end of shaft. (.__I►) 5. Loosen two set screws (11) located 90 degrees apart and slide sand collar (12) off shaft. 6. Slide collet driver onto shaft — male end toward im- peller. Strike impeller collet (7) sharply with collet driver. Repeat as necessary to loosen. 7. Slide impeller (8) off shaft. 8. Place blade of screwdriver into the split in the im- peller collet (7) to spread and slide off shaft. 9. Remove cap screws (5) from next intermediate bowl flange and slide intermediate bowl (9) off shaft. 10. Repeat steps 6 through 9 until all intermediate bowls (9) and impellers (8) have been removed. 12. Slide discharge case (4) off shaft. R II -7. DISASSEMBLY -THREADED PUMP BOWLS The disassembly of threaded bowls will be identical to the two methods outlined above except the discharge case, intermediate bowls and suction bell (or case) are connected by threaded joints rather than cap screws. The threads are right hand. A pair of chain tongs or large pipe wrenches will be required for disassembly. NOTE: Tapping the casting while applying force to the chain tongs will help "break" stubborn joints. Use a light hammer — do not strike heavy blows. II -8. REMOVING BEARINGS All intermediate bowl bearings (14) and throttle bearing (15) are pressed into their respective bores and can be either pressed out or machined on the inside diameter until the wall is thin enough to collapse. The suction bearing (16) must be pressed out from the bottom or machined on the inside diameter until the wall is thin enough to collapse. See Figure 11-3. S BE, G FIG. 11-3 REMOVING SUCTION BEARING The discharge case bearing (17) must be pressed out from the bottom or machined on the inside diameter until the wall is thin enough to collapse on the 6" thru 16" sizes. See Figure II -4. The top discharge case bearing on the 15DK, 18MK and 20MK units is threaded (LEFT hand) and may be unscrewed; the bottom discharge case bearing may be pressed out from either end on 18MK & 20MK. DISCHARGE CASE BEARING (I7) DISCHARGE CASE (a) FIG. II -4 REMOVING DISCHARGE CASE BEARING N :;'14K".r.+41ALs+'+-x.-1.11.461 1:ns;rLy;Ys.T,Ig;.wA:.t:!.- 4.ATX:3 .`:44'.r 374.". ilSTY t:vViAm�tw:nwaw.�-s SECTION III INSPECTION AND REPAIR III -1 . INSPECTION AND CLEANING III -2. TROUBLE SHOOTING After disassembly, all components of the bowl assembly should be thoroughly cleaned and examined for physical defects. The following components should be inspected for wear, corrosion and damage: 1. Impellers - check water passageways for signs of damage from abrasion or corrosion, check impeller skirts against "as new" dimension shown in figurelU-1. 2. Shaft - check shaft for pitting and wear, "as new" dimensions are shown in figure III -1. Check for straight- ness - shaft must be straight within .005 total indicator reading. TROUBLE SOURCES PROBABLE CAUSE REMEDY Croaked shaft Bent in installation Replace shaft. Check bushings. Uneven wear os bearings Misalignment of shafts. Replace bearings and straighten .012 Crooked shalt. or replace shoft. Wear on bearings Abrasive action Replace bearings. Wear on bowl seal Abrasive action Apply wear rings (Figure III -4) and impeller skirt 1 if domage to bowl and impeller .012 .013 not too great. Wear an bowl vanes and Abrasive action Replace bowls if wear is -hide-1 l .013_ excessive. Wear an impeller vanes Abrasive action Replace impeller if wear is and shr-d .013 excessive. 3. Bowls - check water passageways for signs of FIG. III -2 TROUBLE SHOOTING CHART damage from abrasion or corrosion, check impeller seat against "as new" dimension shown in figure III -1. 4. Bearings - check all bearings for total clearance over the shaft diameter. It is recommended that all bearings indicating wear be replaced. The following indicates suggested maximum diametrical clearance over existing 111-3. REPAIRS shaft diameter: 111 through 1-3/4" shaft -.020" clearance 1-15/16" through 2-7/16" shaft -.02511 clearance PUMP SIZE SHAFT DIA, NOMINAL DIAMETRICAL CLEARANCE. SHAFT O.D. TO BEARING I.D.' NOMINAL DIAMETRICAL CLEARANCE IMPELLER SKIRT 00. TOBOWL SEAL I.D. NOMINAL DIAMETRICAL CLEARANCE. IMPELLER SKIRTO. D. TO WEAR RING 1.D. AXIAL CLEARANCE END- PLAY 6 L 1 .008 .012 .013 1/4 6 JO 1 .000 7/16 6 J 1 .008 .012 .013 318 8 F 13/16 .008 .012 .013_ 318 8 J 1 3/16 .008 .012 .013 9/16 8 JO 1 3/15 .008 9/16 8 L 13116 .008 .012 .013 7/16 8 XK 1 3116 .008 012 .013 7/16 1OLK 1 112 .008_ .011 .013 //2 1OXK 1 112 .008 .011 .013 1/2 1000 1 112 .008 112 ___j2 CK t 1/2 .008 _ __ 011 .013 9116 IOHK 1 1/2 .00_8 .011 013 718 1 _ 1 11!16 .008 .012 .013 9116 12LK 111116 008 _ .012_ .013 112 1200 1 11'16 .008 5/8 120K 11 cK_ 111/16 1 11,16 .008 .008 _ _013__ .016 .013 _01 6 5/B 112 14 LK 1 15116 .008 .013 .013 5:8 is DO 115116 .008_ 14 DK 1 15116 _008 .016 .016 7713- /B14 14FK _L 15!16 .008 .017 .016 1 15 OK 91/4 .008 .017 718 16 MK _2114 _ .00g `015_ .015 .015 91t6_ 18 MK 2 114 .00_8 .017 .018 SIB 2OMK 27116 .009 .018 .018 314 22 BK 27116 .008 .017 .018 11/4 TOLERANCESSHAFTDIAMETER - ♦ 000. 002 BEARING CLEARANCE 2 002 IMPELLER SKIRT TO BOWL (WITHOUT WEAR RINGSI IMPELLER SKIRT TO BOWL (WITH WEAR RINGSI ' BEARING PRESSED INTO HOUSING c i .002 v i .004 NOTE: DIMENSIONS SHOWN ARE FOR STANDARD CONSTRUCTION SPECIAL MATERIALS OR CONSTRUCTION MAY CAUSE THESE TO CHANGE FIG, LII -1 BOWL ASSEMBLY DIMENSIONS AND TOLERANCES Parts showing signs of damage, cracks or excessive wear should be replaced. Use only genuine Floway parts for replacements. Order replacement parts as indi- cated in Section V. C A U T 10 N: when repairing a bowl assembly that has been in service for several years, the physical condition or strength of all parts such as cap screws, bowls and bowl threads must be carefully checked. CAUTION: when attempting to re -work any part extreme care must be taken to maintain alignment of mating parts and '°as new" tolerances. A. REPLACING BEARINGS Replacement bearings are furnished "to size" for press fitting into their respective bores with a .001" to .003" interferance fit, ff the bearing bore is heavily scarred or corroded the part should be replaced cr re- worked to provide a true bore for the bearing. B. REPLACING SHAFT Shaft damage is usually best corrected by replacing the shaft. If an attempt is made to re -build the shaft, the O.D. must be held within the tolerance shown in figure III -1 and straight within .005" total indicator reading. Due to the possibility of interim damage, re- placement shafts should always be checked for straight- ness before installing. 7 C. REPAIRING ENCLOSED IMPELLER AND BOWL SEAL SURFACES Enclosed impeller skirt and bowl seal surface wear can be corrected by installing wear rings if the damage is not excessive. This is usually accomplished by turning the impeller skirt to obtain a smooth surface and then boring the bowl and installing wear rings on either, or both, surfaces. If the original unit was furnished with either bowl or impeller (or both) wear rings, these should be removed completely and replaced. r IMPELLER r IMPELLER WORN BOWL I AND IMPELLER NEW BOWL SEAT SEAL SURFACES 64ACHINED TO 'AS NEW" CLEARANCE OVER NEW WEAR RING IMPELLER TURNED \\ DOWN AND FITTED WITH NEW WEAR RING INTERMEDIATED BOWL INTERMEDIATE BOWL OR SECTION OR SUCTION DETAIL "A" BEFORE REPAIRING DETAIL "A" AFTER REPAIRING FIG. III -3 REPAIRING ENCLOSED IMPELLER AND BOWL SEAL SURFACES When wear rings are installed on the impeller it is recommended that a shrink fit be utilized — the inter- ference should be heavy to prevent slippage, 0.01011 on the smaller units and up to 0.01511 to 0.0201, on the larger sizes. Sufficient heat is then applied to the wear ring to expand it and allow the wear ring to drop over the impeller. When wear rings are installed in the bowl a .00311 to .00511 press fit should be used. The wear ring can be installed by carefully tapping into place. A wooden block should be used to protect the wear ring. D, REPAIRING SEMI -OPEN IMPELLER SEAT Semi -open impeller and bowl seat wear can be corrected by refacing the surfaces if the damage is not excessive. Depending on the type and extent of wear it may only be necessary to reface one surface. After refacing, the two surfaces must be parallel to each other and con- centric to the shaft centerline. "A" IMPELLER NEW SEAL SURFACES WORN BOWL MACHINED TO SAME AND IMPELLER IMPELLER ANGLE AND SEAL SURFACES CONCENTRIC INTERMEDIATE INTERMEDIATE BOWL BOWL OR SUCTION OR SUCTION DETAIL "A" BEFORE REPAIRING DETAIL "A" AFTER REPAIRING FIG, III -4 REPAIRING SEMI -OPEN IMPELLER SEAT III -4, LUBRICATION Re -pack suction bearing with insoluble grease such as Marfak #2. Lubricate all bearings and impeller skirts with clean grease or oil. Thoroughly clean all bolts, nuts, threaded connections, and flanges and paint with white lead and oil, or pipe joint compound. SECTION IV ASSEMBLY Assembly of the unit is basically the reverse of dis- assembly. Before proceeding with assembly, clean thoroughly and check all threads, registers and mating faces for burrs. Clean up with file where required. Lubricate as outliged in paragraph III -4. It is important that the lower sand collar and first impeller are properly located on the shaft since the shaft projection is determined by this. CAUTION: Cleanliness and proper lubrication are very important since one small chip, burr or one dry bearing can be cause for re -doing the whole job. Assembly proceedure is as follows: The parts reference numbers refer to figure II -2 (Page 4 and 5) 1. Locate sand collar (12) on shaft (13) and lock in po- sition with the two set screws (11). The sand collar should be located in the same positionasfound when dis- assembled and recorded (see page 6). If the sand collar location was not recorded refer to figure IV -1 for standard dimension. SAND COLLAR PUMP SHAFT L A --J NOTE: Add 1/814 to above dimensions for all semi -open impeller pumps FIG. IV -1 SAND COLLAR SETTING 2. Check shaft closely for nicks or burrs — smooth with emory cloth as required. 3. Check shaft for straightness — shaft must be straight within .005" total indicator reading. Figure IV -2 indi- cates a recommended method for checking shaft straight- ness. If the shaft is not straight it must be straightened or replaced. If the deflection is gradual over a consider- able length the shaft can usually be straightened by supporting on two blocks straddling the crooked section and applying pressure to the high side todeflect the shaft in the opposite direction. If the shaft has a sharp crook (dog -leg) it is recommended that the shaft be replaced since the shaft will not always remain straight even if satisfactorily straightened. 114AEB� Dial Indicator �I� ,Shaft Jul � L__ Shaft Roll "All All FIG. IV -2 CHECHMG SHAFT FOR STRAIGHTNESS 4. Insert shaft (13) into suction bearing (16), sliding in until the sand collar rests against the bearing housing. NOTE: Semi -Open impeller pumps require a 1/8" spacer be inserted between the sand collar and bearing housing. Install the tie down bolt (1/2" N.C.) thru the bottom of the suction bell (or case) and thread into tapped hole in end of shaft as illustrated in figure IV -3. Tighten the tie down bolt enough to hold the sand collar firmly against the bearing housing or spacer do not tighten enough to move sand collar on shaft. SAND COLLAR SEATED AGAINST BEARING HOUSING (OR SPACER) TIE DOWN BOLT FLAT WASHER AS REQUIRED FIG. IV -3 LOCX7G SHAFT FOR ASSEMBLY 5. Slip the first impeller (8)' over shaft and seat in suction bell (or case) (10). 6. Open collet (7) with screwdriver blade and slide over shaft and into tapered impeller bore. 9 7. Using the male end of the collet driver, drive the collet securely into the tapered impeller bore. Remove collet driver. 8. Tighten the tie down bolt securely at this time. If the sand collar has been raised slightly off the bearing housing by installation of the first impeller this is O.K. 9. Slide intermediate bowl (9) onto shaft (13) and mate with suction bell (or case) (10). On bolted bowl assem- blies rotate bowl to align ribs with ribs on suction bell (or case). 10. Insert and uniformly tighten cap screws (5) on flanged bowls; use heavy chain tongs to tighten threaded bowls. Recommend torque values are shown in figure IV -4 and IV -5. FASTENER SIZE 11/4 I5/16I 3/8 17/16 1/2 9/16 5/8 3/4 TORQUE (FT. -LB.) 5.4 1 10 1 17 1 27 1 40 1 60 1 84 1135 Torque values shown are for standard fasteners lubricated with a high stress lubricant (graphite and oil, moly-disulphite, etc.). FIG, N-4 TORQUE VALUES FOR STANDARD FASTENERS BOWL SIZEI 6LK I 6100 I 8LK. 8FKO I 1 OHK TORQUE IFT. LB.) I 760 I 1000 I 1200 I 1600 Torque value shown are for standard bowls lubri- cated with a high stress lubricant (graphite and oil, moly-disulphite, etc.). FIG. IV -5 TORQUE VALUES FOR STANDARD THREADED BOWLS flM 11. Repeat steps 6, 7, 8, 9, and 10 until all bowls are in place, including the top bowl (6) (the top bowl is easily identified by the extra long throttle bearing which pro- jects out the top on all models except 18MK and 20MK). 12. Slide discharge case (4) over pumpshaft. Installand tighten cap screws (3), or screw discharge case onto top bowl if threaded. 13. Remove tie down bolt installed in step 4 (and sand collar spacer if used). 14. Grasp shaft and rotate by hand to check for binding, also check end play by pulling all the way up and measur- ing distance traveled. Check this against end play recorded in paragraph R-5 (3) or nominal dimensions shown in figure III -1. 15. If the suction bearing cavity was not packed with grease previously this should be done now. After greasing work shaft up and down several times to remove excess grease. NOTE: Remove enough grease so that plug will not force shaft up when installed (step 16). 16. Install suction bell (or case) plug (1) and tighten. 17. Screw column adaptor (19) into place and tighten. 18. Screw shaft coupling (2) onto shaft. 19. (Flanged bowls) Check bolts and nuts for tightness, also check column adaptor and tube adaptor bearing for tightness. (Threaded bowls) Put one chain tong on column adaptor and the other on the suction bell (or case) and check complete bowl assembly for tightness, also check tube adaptor bearing for tightness. SECTION V V-1 . ORDERING PARTS When ordering spare or replacement parts the pump serial number and size and type of pump must be given. This can be found on the nameplate furnished with the unit. Give the complete name and reference number of each part as indicated on the applicable sectional drawing (Fig. V-1, V-2, or V-3) and the quantity required. V-2. STOCKING SPARE PARTS Spate parts to be kept in inventory will vary according to service, field maintenance anticipated, allowabledown time and number of units. A minimum inventory of one complete set of bearings and one spare of each moving part is suggested. PARTS V-3. RETURNING PARTS All materials returned to the factory must be accom- panied by a Returned Material Authorization (RMA) Form. The RMA Forms can be obtained direct from the factory or through your Floway Dealer or Floway District Manager. The RMA Form must be filled in completely and forwarded as directed thereon. Parts being returned under warranty claim must have a com- plete written report submitted with the RMA Form. CAUTION: Returned material must be carefully packaged to prevent transit damage — the factory cannot assume any responsibility for parts damaged in transit. 2 2 2 12 BOWL ASSEMBLY PARTS LIST 61-K, 6JK, 6JO, 81-K, 8JK, 8.10, 8FK & 10HK SERIES DETAIL"A" 228 Wear Ring Detail (when furnished) 170 200 236 238 No. 225 and 226 not used on one stage 235 assembly 242 224 206 205 226 225 206 205 218 NOTE: COMPLETE PUMP DESCRIP. 217 TION WITH SERIAL NUMBER MUST BE SUPPLIED WHEN 244 ORDERING PARTS. 214 216 220 SUCTION CASE (threaded suction) REF. NO. DESCRIPTION 170 S-fr C -'I;, 200 Bo.l Srafr 205 wpell.r 700 Imp.11.r Colly 214 S.";- 8.11 215 Scum Co. 216 S—;- ll—;nq 217 Sand Collo, 218 Sand Colla 5.1 Su.. 219 S—ioo Amp. 220 S—;- P1.9 224 Tap 80.1 225 1 --.di— Bo.1 226 8-1 Bprirq 228 Bo.l W.ar R;nq 105 04-9. Co. 206 Df—, Co. 8wn.q 228 Co1-1 Adopra 2.2 Thronl. B.a.inq 244 80.1 Nom.plol. 275 SiIoi- 276 Snaiiwr Clip. 217 SI.a;... S- ALTERNATE CONSTRUCTION Fig. V-1 Parts List Threaded Bowls 206 205 215 218 217 244 219 215 220 27 27 BOWL ASSEMBLY PARTS LIST 8XK, 10XK, 10LK, 10DK, 10DO, 10FK, 12DK, 12DO, 12LK, 12FK, 14DK, 14DO, 14LK, 14FK, 16MK SERIES 170 00 38 36 35 34 !42 !24 !06 !05 23 '26 25 4 44 18 17 16 20 No. 225 and 226 not used on one stage assembly NOTE: COMPLETE PUMP DESCRIP. TION WITH SERIAL NUMBER MUST BE SUPPLIED WHEN ORDERING PARTS. DETAIL "A" 228 _,�S Wear Ring Detail (when furnished) Fig. V-2 Parts List Flanged Bowls REF NO. DESCRIPTION 170 SMI C ­ I;, 200 80.1 SMI+ 203 Imp.11<. 206 1T 11.. C.11.+ 214 Sudo. 8.11 215 Sic leo. C., 216 S.V;- 6-,;.g 217 S..d Cell., 218 S..d Coll., S.+ S -- "', v.. "' S—i+ Aaoplo. 720 Svc+1o. P1.9 223 Bad Cep S- 224 top 801 22.5 Inr.rmedleN 60.1 226 80.111—;.9 228 60.1 w.0. R1.9 234 DheM.pe Co» Cap S,,..+ 235 040-9. C.. 236 0;,.M,g< C.. 8..,1.9 238 C.1— Adop+e. 242 TF—,I. 8.0.1.9 2" 80.1 N0T<p10+. 275 Srt.;- 276 S00i... Clip+ 277 S";— Se. ALTERNATE CONSTRUCTION SUCTION CASE (threaded suction) 215 244 218 217 216 219 220 13 27 27 BOWL ASSEMBLY PARTS LIST 15DK, 181VIK, 20MK SERIES 14 22C 2 D6-rAIL "A" Wear Ring Detail (when furnished) No. 225 and 226 not used on one stage assembly REF. NO. DESCRIPTION 170 Shaft Coupling 200 Bowl Shaft 205 Impeller 206 Impeller Collet 214 Suction Bell 215 Suction Case 216 Suction Bearing 217 Sand Collar 218 Sand Collar Set Screw 219 Suction Adaptor 220 Suction Plug 223 Bowl Cap Screw 224 Top Bowl 225 Intermediate Bowl 226 Bowl Bearing 228 Bowl Wear Ring 229 Impeller Wear Ring 232 Discharge Case Bearing (Bottom) 234 Discharge Case Cap Screws 235 Discharge Case 236 Discharge Case Bearing (Top) 238 Column Adaptor 242' Throttle Bearing 244 Bowl Nameplate 275 Strainer 277 Strainer Screws '15DK Model Only NOTE: COMPLETE PUMP DESCRIP. TION WITH SERIAL NUMBER MUST BE SUPPLIED WHEN ORDERING PARTS. ALTERNATE CONSTRUCTION Fig. V-3 Parts List Flanged Bowls SUCTION CASE (threaded suction) 205 218 217 244 215 219 216 220 K2 MAR -11,11 P/N 835172 DRIVEN BY YOUR SUCCESS i m MOTORS , tW_z, TABLE OF CONTENTS SECTION PAGE SAFETY ........ . ISHIPMENT ............................................. 1 II HANDLING ..................................... 1 IIISTORAGE............................................................. 2.5 1. When to put a Motor in Storage ................... ........ ,2 2. Storage preparation............................................2 - 3 3. Periodic Maintenance ............................... 3.5 4. Start-up Preparations after Storage...........................................5 IV INSTALLATION LOCATION ,,,,, 6 V INITIAL INSTALLATION ................................................ 6- 10 1. General......... 6 2. HOLLOSHAFT Motors .................................. ....... 6.7 3. Water Cooling for Bearing Oil Reservoir ............... .... ,g 4. Electrical Connection ............................................ 9 5. Direction of Rotation ..................................... g 6. Initial Start ...............................:............................10 VI NORMAL OPERATION 10 - 11 1. General Maintenance ....................................... .10 2. Inspection and'Cleaning................................... . . . . . . . . . . . . . .11 3. Insulation Resistance.....................................................11 VII NON—REVERSE RATCHET ......................................... . . . . . . . .11 VIII END PLAY ADJUSTMENT ................................. ........... 11 - 18 1. Ball Thrust Bearings 11 2. Spherical Roller Thrust Bearings. 12- 15 Vertical Motor Cross Section - Type RU . .16 Vertical Motor Cross Section - Types HU, HV - 4 ................ ,17 Vertical Motor Cross Section - Types TU, LU, TV - 4, LV - 4 .........................18 IX LUBRICATION....................................................... 19-21 1. Oil Lubricated Bearings .................................. ,19 2. Grease Lubricated Bearings ............................... . .1g Recommended Oils ......................... ...............20 Recommended Greases.................................................21 Suggested Regreasing Intervals ................................ ..............21 X FUNDAMENTAL TROUBLE SHOOTING — PROBLEM ANALYSIS .................................................. 22-23 XI RENEWAL PARTS AND SERVICE............................................24 XII INSTALLATION RECORD ................................... '........... 25- 26 SAFETY MO�TOOR�S 1W SAFETY FIRST High voltage and rotating parts can cause serious or fatal injury. Safe installation, operation and maintenance must be performed by qualified personnel. Familiarization with and adherence to NEMA MG2, the National Electrical Code, and local codes is recommended. It is important to observe safety precautions to protect personnel from possible injury. Personnel should be instructed to: 1. DISCONNECT ALL POWER TO MOTOR PRIOR TO INITIATING ANY MAINTENANCE OR REPAIRS. 2. AVOID CONTACT WITH ROTATING PARTS. 3. ACT WITH CARE IN ACCORDANCE WITH PRESCRIBED PROCEDURES IN HANDLING AND LIFTING THIS EQUIPMENT. 4. BE SURE UNIT IS ELECTRICALLY GROUNDED AND PROPER ELECTRI— CAL INSTALLATION WIRING AND CONTROLS ARE USED CONSISTENT WITH LOCAL AND NATIONAL ELECTRICAL CODES. REFER TO "NATIONAL ELECTRICAL CODE HANDBOOK" — NFPA NO. 70. EMPLOY QUALIFIED ELECTRICIANS. 5. BE SURE EQUIPMENT IS PROPERLY ENCLOSED TO PREVENT ACCESS BY CHILDREN OR OTHER UNAUTHORIZED PERSONNEL IN ORDER TO PRE— VENT POSSIBLE ACCIDENTS. 6. BE SURE SHAFT KEY IS FULLY CAPTIVE BEFORE UNIT IS ENERGIZED. 7. ALWAYS BE SURE OIL LUBRICATED UNITS ARE FILLED WITH CORRECT OIL TO PROPER LEVEL BEFORE OPERATING. 8. PROVIDE PROPER SAFEGUARDS FOR PERSONNEL AGAINST ROTATING PARTS AND APPLICATIONS INVOLVING HIGH INERTIA LOADS WHICH CAN CAUSE OVERSPEED. AVOID EXTENDED EXPOSURE TO EQUIPMENT WITH HIGH NOISE LEVELS. 10. OBSERVE GOOD SAFETY HABITS AT ALL TIMES AND USE CARE TO AVOID INJURY TO YOURSELF OR DAMAGE TO YOUR EQUIPMENT. 11. BE FAMILIAR WITH THE EQUIPMENT AND READ ALL INSTRUCTIONS THOROUGHLY BEFORE INSTALLING OR WORKING ON EQUIPMENT. i M MOTORS SHIPMENT SHIPMENT HANDLING Prior to shipment, all motors undergo extensive electrical and mechanical testing, and are thor- oughly inspected. Upon receipt of the motor, carefully inspect the unit for any signs of dam- age that may have occured during shipment. Should such damage be evident, unpack the motor at once in the presence of a claim adjuster and immediately, report all damage and breakage to the transportation company. When writing to U. S. Electrical Motors concerning the motor, be sure to include the complete motor identification number, frame and type which appears on the nameplate. II HANDLING The equipment needed to handle the motor includes a hoist and spreader bar arrangement (See Figure 1.) of sufficient strength to .lift the motor safely. The spreader bar should have the lifting rings or hooks positioned to equal the span of the lifting lugs or eyebolts. The lifting lugs or eyebolts are intended to lift the motor weight only. CAUTION Lifting the motor by other means may result in damage to the motor or injury to personnel. FIGURE 1 SPREADER BAR STORAGE M` OTORS o III STORAGE When to put a Motor in Storage. If a motor is not put into immediate service (one month or less), or if it is taken out of service for a prolonged period, special storage precautions should be taken to prevent environmental damage. The following schedule is recommended as a guide to determine storage needs. (A) Out of service or in storage less than one month - no special precautions except that space heaters, if supplied, must be energized at any time the motor is not running. (B) Out of service or in storage for more than one but less than six months - store per Items 2 A, B, C, D, E, and G: 3 A, B, and C; and 4. (C) Out of service or in storage for six months or more - all recommendations. 2. Storage Preparation. (A) Where possible, motors should be stored indoors in a clean, dry area. (B) When indoor storage is not possible, the motors must be covered with a tarpaulin. This cover should extend to the ground; however, it should not tightly wrap the motor. This will allow the captive air space to breathe, minimizing formation of condensation. Care must also be taken to protect the motor from flooding or from harmful chemical vapors. (C) Whether indoors or out, the area of storage should be free from ambient vibration. Excessive vibration can cause bearing damage. Units which must be stored in areas with high ambient vibration, such as from heavy construction equipment or other sources, must have the shaft locked to prevent any movement. (D) Precautions should be taken to prevent rodents, snakes, birds, or other small animals from nesting inside the motors. In areas where they are prevalent, precautions must also be taken to prevent insects, such as mud dauber wasps, from gaining access to the interior of the motor. (E) Inspect the rust preventative coating on all external machined surfaces, including shaft extensions. If necessary, recoat the surfaces with a rust preventative material, such as Rust Veto No. 342 (manufactured by E. F. Houghton Co.) or an equivalent. The condition of the coating should be checked periodically and surfaces recoated as needed. (F) Bearings: (1) Grease lubricated cavities must be completely filled with lubricant during storage. Remove the drain plug and fill cavity with grease until grease begins to purge from drain opening. Use the following grease or its equivalent: High Ambient Specified on Nameplate Standard Duty Chevron SRI or Texaco Premium RB Cold or Artic Duty Mobil Grease SHC 32 CAUTION: Do not attempt to grease bearings with drain closed. 2 so,U.. S.. INSTALLATION AND. • MAIN-TENANCE MANUAL ,0 (2) Oil lubricated motors are shipped without oil and must be filled to the maximum capacity as indicated on the oil chamber sight gauge window immediately upon receipt. Fill reservoir to maximum level with a properly selected oil containing rust and corrosion inhibitors such as Texaco Regal Marine #77, Mobil Vaprotec Light, or an equivalent. NOTE: Motor must not be moved with oil in reservoir. 'Drain oil before moving to prevent sloshing and possible damage, then refill when at new location. (G) To prevent moisture accumulation, some form of heating must be utilized to prevent condensation. This heating should maintain the winding temperature at a minimum of 5° C above ambient. If space heaters are supplied, they should be energized. If none are available, single phase or "trickle" heating may be utilized by energizing one phase of the motor's winding with a low voltage. Request the required voltage and transformer capacity from U. S. Electrical Motors. A third option is to use an auxiliary heat source and keep the winding warm by either convection or blowing warm air into the motor. 3. Periodic Maintenance. (A) Oil should be inspected monthly for evidence of moisture or oxidation. The oil must be replaced whenever contamination is noted or every 12 months, whichever occurs f i rst. (B) Grease lubricated bearings should be inspected once a month for moisture and oxidation by purging a small quantity of grease through the drain. If any contamination is present, the grease must be completely removed and replaced. (C) All motors must have the shaft rotated once a month to insure the maintenance of a coating of lubricant film on the bearing races and journals. (D) Insulation History: The only accurate way to evaluate the condition of the winding insulation is to maintain a history of the insulation readings. Over a period of months or years these readings will tend to indicate a trend. If a downward trend develops or if the resistance drops too low, thoroughly clean and dry the windings, retreating if necessary. The recommended insulation resistance test is as follows: (1) Using a megohmmeter, with winding at ambient temperature, apply DC voltage (noted below) for 60 seconds and take reading. Rated Motor Voltage Recommended DC Test Voltage 600 and less 500 VDC 601 to 1000 incl. 500 to 1000 VDC 1001 and up 500 to 2500 VDC (2500 VDC optimum) 3 STORAGE MOTORS (2) For comparision the reading should be corrected to a 40° C base temperature. This may be done by utilizing the following: R40C = Kt X Rt Where R40C insulation resistance (in megohms) corrected to 400C Rt = measured insulation resistance (in megohms) Kt = temperature coefficient (from Graph 1) WINDING TEMPERATURE. °C GRAPH 1 I�Illli■■1111111■■1111111■■1111111' Illli�,�■1111111■■1111111■■1111111 1111111��1111111■■1111111■■1111111 ,1111111■��111��I■■1111111■■1111111 1111111■■111,.1■■1111111■■1111111 .1111111■■1111111■1111111■■1111111 .1111111■■1111111■�1111111■■111181 ,1111111■■1111111■■11��111■■1111111 IINIII■■111181■IIIUIi■■111■ :.111111■■1■118■1■11■�IINIB 111181■■Illnll■■Ilnll■■I��nll :1111111■■111118■■1111111■■Illliil INSULATION RESISTANCE TEMPERATURE COEFFICIENT. KI (ADAPTED FROM IEEE 43) (3) Insulation resistance readings must not drop below the value indicated by the following formula: Rm=Kv+1 Rm = minimum insulation, in megohms, at 400C Kv = rated motor voltage in kilovolts (4) Dielectric Absorption Ratio: In addition to the individual test reading, a dielectric absorption ratio may be required. The dielectric absorption ratio is obtained by taking megohmmeter readings at a one minute and ten minute interval or when hand powered megohmmeters are used, at a thirty second and sixty second interval. The voltage should be the same as outlined in Item 3 D, Part 1. The ratio is obtained by dividing the second reading by the first reading and is based on a good insulation system increasing its resistance when subjected to a test voltage for a period of time. 4 • •- U., S'.. INSTALLATION ANO. MAI N.TENANCF- MANUAL M The ratios are as follows: 10 minute : 1 minute 60 second 30 second Dangerous = less than 1.0 Poor = less than 1.1 Poor = 1.0 to 1.4 Questionable = 1.1 to 1.24 Questionable = 1.5 to 1.9 Fair = 1.25 to 1.3 Fair = 2.0 to 2.9 Good = 1.4 to 1.6 Good = 3.0 to 4.0 Excellent = 'Over to 1.6 Excellent = Over 4.0 If a lower insulation resistance reading is obtained in either the individual test or dielectric absorption ratio test, thoroughly clean and dry the windings. Re -check insulation resistance and dielectric absorption ratio. NOTE: Slightly lower dielectric absorption ratios may be acceptable when high initial insulation resistance readings are obtained (1,000 + megohms). Refer any questions to U.S.E.M. Service Department. For additional information on insulation testing, refer to IEEE Transaction No. 43. 4. Start-up Preparations after Storage. (A) Motor should be thoroughly inspected and cleaned to restore to an "As Shipped " condition. (B) Motors which have been subjected to vibration must be disassembled and each bearing inspected for damage. (C) Oil and/or grease must be completely changed using lubricants recommended on the motor's lubrication plate, or in the Installation and Instruction Manual. After changing grease, the motor should be run under no load with the drain plug removed. This will allow all excess grease to be purged from the bearing cavity without danger to the winding. After running, replace drain plug. (D) The winding must be tested to obtain insulation resistance and dielectric absorption ratio as described in Section 111, Item 3. (E) If storage has exceeded one year, the U.S.E.M. Quality Assurance Department must be contacted prior to equipment start-up. E INSTALLATION tN i SLY LOCATION MOTORS INITIAL INSTALLATION 1&�l IV INSTALLATION LOCATION When selecting a location for the motor and driven unit, keep the following items in mind: 1. The location should be clean, dry, well ventilated, properly drained, and provide acces- sibility for inspection, lubrication, and maintenance. Outdoor installations on Open Drip - proof Motors require protection from the elements. 2. The location should also provide adequate space for motor removal without shifting the driven unit. 3. The temperature rise of a standard motor is based on operation at an altitude not higher than 3,300 feet or 1000 meters above sea level. 4. The motor should not be installed in close proximity to any combustible material or where flammable gases may be present, unless motor is specifically built for that environment and is U. L. Labeled accordingly. V INITIAL INSTALLATION 1. General Reliable trouble free operation of a motor and driven unit depends on a properly designed foundation and base plus good alignment. If the motor and driven unit are not installed properly the following may result: a. Noisy Operation b. Excessive Vibration c. Bearing Damage or Failure d. Motor Failure 2. HOLLOSHAFT Motors A. Pump Shaft Alignment and Adjustment The pump shaft should be aligned such that it is concentric to the motor shaft within .030 T.I.R. To facilitate axial pump shaft adjustment, a locking feature (See figure 2) is provided to lock the motor shaft against rotation. The type of locking feature varies with the size of motor supplied. Two types are as follows: 1. Locking arm (Figure 2) - The locking arm is bolted to a stationary part and is pin- ned (for best results use arm in tension) or interferes with a rotating part (when locking arm is not in use it should be moved out of the way and bolted in place). 2. Pinning thru mating holes - holes are provided in a stationary and rotating part which line up and allow insertion of a pin. CAUTION Locking device must be disengaged prior to starting motor or motor damage and or injury to personnel my result. N. i �lY �MOTORS \may % LOCKING ARM LOCKS MOTOR SHAFT AGAINST ROTATION INITIAL INSTALLATION FIGURE 2 LOCKING ARM SWINGS ASIDE FOR STORAGE CAUTION Care should be exercised when lowering the motor over the pump shaft so that the oil retaining tube in the lower bracket is not damaged (applies only to motors with oil lubricated lower bearing). B. Drive Coupling The Drive Coupling may be utilized in one of the two following ways: 1. Bolted type (Figure 3) - hold down bolts are installed (some size motors require removal of driving pins to allow instalation of hold down bolts) in the drive coupling to prevent upward movement of the pump shaft. This will allow momentary upthrust from the pump to be taken by the lower bearing of the motor. 2. Self - release type (Figure 4) - driving pins are used to engage the drive coupling with the rotor. A power reversal may unscrew the joints of the pump shafting, causing the shafting to lengthen and buckle or break if the shafting is restrained. The self -release coupling will lift out of engagement with partial unscrewing of the shafting, thus stopping further rotation of the pump. The following items must be followed for proper functioning of the self -release coupling: a. The pump shaft adjusting nut must be properly secured to the drive coupling (use locking screw). b. The drive coupling should not bind on the driving pins (driving pins are to engage coupling in drilled holes). c. The drive coupling must not be bolted down. d. The pump shaft must be concentric to the motor shaft to prevent rubbing and further rotation of the pump shafting. INITIAL INSTALLATION i SLY MMtO,,TOORSS,, �Wl FIGURE 3 S,�,I..J• lam" .. s CIL f' r1 DRIVE COUPLING P ADJUSTING NUT LOCKING SCREW DRILLED Hi TO ENGAGI DRIVING PI DRIVE COUPLING ENGAGED FIGURE 4 IVE COUPLING fff DRIVING PINS HOLD DOWN BOLTS DRIVE COUPLING DISENGAGED MOTORS NITIAL INSTALLATION 3. Water Cooling for Bearing Oil Reservoir If the motor is equipped with cooling coils in the oil reservoir, a minimum water supply of 4 G.P.M. must be maintained at a maximum of 125 P.S.I. with a 90 degree F. maximum inlet temperature. External water connections must be self draining to prevent cooling coil rupture at freezing temperatures. Use clean non -corrosive water only. If corrosive conditions exist, and are specified at time of motor order, special corrosion resistant fit- tings can be supplied. During freezing weather the oil reservoir will not normally require water cooling to keep the oil reservoir below 90 degrees C. (194 Degree F.). If it is determined that water cooling is not required during freezing weather, the water lines and motor cooling coils should be completely drained. 4. Electrical Connection Refer to the motor nameplate for power supply requirements and to the connection dia- gram on the motor. Be sure connections are tight. Check carefully and assure that they agree with the connection diagram, then carefully tape all connections with electrical tape to be sure that they will not short against each other or to ground. Be sure the motor is grounded to guard against possible electrical shock. Refer to the National Electrical Code Handbook (NFPA No. 70) and to local electrical codes for proper wiring, protection, and wire sizing. BE SURE proper starting equipment and protective devices are used for every motor. For assistance contact the local sales office of the motor starter manufacturer for the particular brand of equipment you are using. Part Winding Starters: Part winding starters used with part winding start motors should have the timer set at a minimum time consistent with the power company requirements. Two seconds is the recommended maximum time on part winding. Setting the timer for longer periods can cause permanent damage to the motor and may void the warranty. 5. Direction of Rotation As standard, motors that are equipped with a non -reverse ratchet are designed to operate in a counter -clockwise direction as viewed from the top of the motor. Also, some high speed motors have unidirectional ventilating fans. When the motor has a unidirectional ventilating fan the direction of rotation is noted by an arrow mounted on the motor and by a warning plate mounted near the main nameplate. CAUTION Apply power momentarily to observe the direction of rotation for which the leads are con- nected. If power is applied for more than 5 seconds with motor stalled, motor damage may occur. The motor should be uncoupled from the driven equipment during this procedure, to assure driven equipment is not damaged by reverse rotation. To reverse the direction of rotation (if motor is not operating in the correct direction) interchange any two of the three power leads on the motor leads. Be sure the power is off, and steps are taken to prevent accidental restarting of the motor, before attempting to change any electrical connection. 0 INITIAL INSTALLATIONMo` , ou NORMAL OPERATION 6. Initial Start After installation is completed, but before motor is put in regular service, make an initial start as follows: A. Assure that motor and control device connections agree with wiring diagrams. B. Assure that voltage, phase, and frequency of line circuit (power supply) agree with motor nameplate. C. Check insulation resistance according to Section 111, Item 3 D. Check all foundation, base and coupling bolts to assure they are tight. E. If motor has been in storage, either before or after installation, refer to Section I I I "Storage" Item 4 for preparations. F. Check oil lubricated bearings to be certain that bearing housings have been filled to the "Mak" level with the correct lubricant. See Table 1. G. Check for proper or desired rotation. See Section V "Initial Installation" Item 5. H. Assure that all protective devices are connected and operating properly. I. Start motor and monitor to assure no unusual condition develops. VI NORMAL OPERATION Start the motor in accordance with standard instructions for the starting equipment used. 1. General Maintenance Regular, routine maintenance is the best assurance of trouble-free, long -life motor operation. It prevents costly shutdown and repairs. Major elements of a controlled maintenance program are: A. Trained personnel who KNOW the work. B. Systematic records, which contain at least the following 1. Complete nameplate data. 2. Prints (wiring diagrams, certified outline dimensions). 3. Alignment data. 4. Results of regular inspection. 5. Repairs. 6. Lubrication data: a. Method of application. b. Types of lubricants for wet, dry, hot or adverse locations. C. Maintenance cycle by locations (some require more frequent lubrication). 10 i �lY MOTORS NORMAL OPERATION NON -REVERSE RATCHET END PLAY ADJUSTMENT 2. Inspection & Cleaning Stop the motor before cleaning.( CAUTION: ASSURE AGAINST ACCIDENTAL STARTING OF MOTOR). Clean the motor, inside and outside, regularly. The frequency depends upon actual conditions existing around the motor. Use the following procedures, as they apply: A. Wipe off dirt, dust, oil water or other liquids from external surfaces of motor. These materials can work into, or be carried into, the motor windings and may cause over- heating or insulation breakdown. B. Remove dirt, dust, or debris from ventilating air inlets. Never allow dirt to accumulate near air inlets. Never operate motor with air passages blocked. CAUTION When using compressed air always use proper eye protection to prevent. accidental eye injury. C. Clean motors internally by blowing with clean, dry compressed air at 40 to 60 psi. If the conditions warrant, use a vacuum cleaner. D. When dirt and dust are solidly packed, or windings are coated with oil or greasy grime, disassemble the motor and clean with solvent. Use only high -flash naphtha, mineral spirits, or Stoddard solvent. Wipe with solvent -dampened cloth, or use suitable soft bristle brush. DO NOT SOAK. Oven dry (150-175 Degrees F.) solvent -cleaned windings thoroughly before reassembly. E. After cleaning and drying the windings, check the insulation resistance (see the fol- lowing section). 3. Insulation Resistance Measurements should be taken at time of initial motor installation and periodically thereafter. Measurements are also important when repairs are made or after moisture is dried from winding. Refer to Section I 11, Item 3 for Measurement Procedures. VII NON—REVERSE RATCHET NON -REVERSE RATCHETS are refine balanced by using washers of different sizes on the rotating ratchet. If the ratchet is removed it should be marked and reassembled in the same posi- tion to retain a fine balanced motor. VIII END PLAY ADJUSTMENT Should the motor be disassembled for any reason, the rotor end play must be readjusted. Use one of the following procedures, depending upon the type of thrust bearing. 1. Ball Thrust Bearings The best way to position the nut is by using a dial indicator and limiting the end play between .005 and .010 inches. The nut should then be locked with the lockwasher. 11 END PLAY MOTORS ADJUSTMENT �� 1 2. Spherical Roller Thrust Bearings Setting the correct end play on Spherical Roller Thrust Bearings with springs for preload re- quires a controlled assembly method, due to various deflections internal to the motor and friction of locknut threads from spring force. An end play setting of .005 to .010 inches is required to allow the lower guide bearing to return to an unloaded position when external thrust is applied to the motor. See figure 5. End play can be properly adjusted by the fol- lowing recommended procedure: A. Place Spring retainer without springs and lower thrust washer of bearing into upper bracket bearing bore. B. Using a depth micrometer measure the distance between the top of the lower thrust washer and the faced surface on top of the bearing housing and record dimension to three decimal places. C. To the recorded dimension add .005 and .010 inches to obtain min. & max. settings. This is now the correct setting range for the unit. D. Reassemble bearing with springs; motor is now ready to set end play. E. Several acceptable methods to set end play are listed below with comments. 1. Method 1 (Refer to figure 6) This method requires the user to install a bolted chain to the bearing mounting back to a lifting lug and rotate the locknut with a spanner wrench and 8 ft. long bar until recorded correct range is obtained. When unit is within range lock the locknut. Note: This is the lowest cost of the three methods and requires the least amount of equipment. This method, however, should be used on 5800 frame or smaller motor product as considerable locknut torque may be encountered as spring force is increased. Special equipment required: 1) Locking Bolts 2) Chain (3/4) 3) Spanner Wrench with extension 4) Depth Micrometer 2. Method 2 (Refer to figure 7) This method utilizes a spreader bar and chains to wrap around lifting lugs, a hydraulic jack (5 -ton) and crane to lift the spreader bar. The hydraulic jack is supported by two equal thickness steel blocks on top of the bearing mounting with the rotors, the rotor can be lifted by placing jack below motor to allow locknut to be turned easily. After correct range recorded above is obtained, lock the lockout. Note: This method utilizes usual shop equipment and tools. End play settings can be checked quickly on larger vertical motor product. The locknut lifts rotor weight only. 12 �lY MOTORS 'W% END PLAY ADJUSTMENT Note: Special equipment required: 1) An overhead crane 2) Large spreader bar with chains and locking bolts 3) Spanner wrench 4) Hydraulic jack (5 -ton) 5) Depth micrometer 6) Metal blocks 3. Method 3 (Refer to figure 8) This method uses a 1" thick steel disc with center hole for shaft end bolt and two threaded hydraulic jacks connected to a single pump. This fixture lifts the shaft and compresses the mounting to recorded range. When unit is adjusted lock the locknut. Note: This method is directly usable on solidshaft motors and can be used on some hollowshaft motors with the use of a long threaded rod and plate. It is very easy to apply, and settings can be checked quickly, especially in field service. The locknut does not see rotor weight or spring force and can be turned easily. Special equipment required: 1) Fixture with hydraulic jacks (5 -ton) 2) Depth micrometer 3) Spanner wrench F. After setting end play by any of the above methods, run unit 15 minutes and recheck end play setting. If not within range,end play must be reset. Caution, all loosened or removed parts must be re -assembled and tightened to original specifications and all tools, chains, equipment, etc., clear of unit before energizing motor. G. Certain motor builds require removal of the fabricated steel or cast aluminum oil baf- fle to provide access for the depth micrometer measurements. Motors built with spherical roller thrust bearing construction require a minimum external thrust load sufficient to compress upper die springs and unload lower guide bearing from axial spring thrust. Refer to motors spring thrust plate for required minimum thrust. Do not run motor no load for more than 15 minutes as lower bearing damage may occur, and improper seating of thrust bearing may cause vibration. 13 END PLAY ADJUSTMENT MMO�TOORSS t�s-y/ FIGURE 5 14 EPTH MIKE SHOWS THE (CREASED HEIGHT FROM REVIOUS SOLID HEIGHT EADING. VS BEARING RAISED .010 VAL POSITION i m MOTORS `t END PLAY ADJUSTING METHOD DIAGRAMS METHOD #1 MOUNTING SPRINGS j COMPRESSED AND RI IS LIFTED BY LOCKNUT METHOD #2 MOUNTING SPRING COMPRESSED ONLY ROTOR IS LIFTED BN LOCKNUT. METHOD #3 END PLAY ADJUSTEMNT FIGURE 6 FIGURE 7 MOUNTING SPRINGS ARE COMPRESSED AND ROTOR IS LIFTED BY FIXTURE. LOCKNUT IS MERELY TURNED FOR ADJUSTMENT. FIGURE 8 15 VERTICAL MOTOR �, TYPE RUMOITO�R�S V+'�/. VERTICAL MOTOR TYPE RU CANOPY CAP DRIVE PIN (SELF RELEASE) LOCKING ARM .DUST COVER BEARING MOUNTING DOWN THRUST - BEARING OIL TUBE - SCREEN' I AIR DEFLECTOR STATOR SCREEN GREASE FITTING UPTHRUST GUIDE BEARING SLINGER 16 BOLTED COUPLING LOCKNUT & WASHER DUST COVER FILL HOLE LUBRIPORT WINDOW DRAIN CAP SPLIT CONDUIT BOX ROTOR HOLLOW SHAFT BEARING CAP LUBRIFLUSH FITTING SNAP RING i �lY MO''TOORSS,, ``1W VERTICAL MOTOR TYPES HU, HV -4 VERTICAL MOTOR TYPES HU, HV -4 LIGHT WEIGHT CANOPY CAP LOCKING ARM \ DRIVE PIN DUST COVER OIL BAFFLE OIL TUBE VISOLUBE COOLING COIL— Accessory when necessary OIL SUMP f OIL DRAIN OIL METERING 000 HOLE COOLING FAN HOLLOW SHAFT ROTOR Ogg 000/1 STATOR BEARING CAP Locked for momentary upthrust VISOLUBLE� SNAP RING CANOPY LIFTING LUGS .�BEARING SPHERICAL DIE SPRINGS .r .DRIVE COUPLING BOLTED COUPLING -ROTOR LOCKNUT & WASHER -BEARING MOUNTING -DOWN THRUST BEARING THRUST HOUSING RODENT SCREEN AIR INTAKE LIFTING LUGS \SPLIT CONDUIT BOX /AIR EXHAUST RODENT SCREEN AIR INTAKE Note: For high thrust vertical solid shaft, same construction except: Solid shaft, remove drive coupling & locking arm. OIL RETAINING TUBE 17 VERTICAL MOTOR S i LY TYPES TU, LU,MOTORS TV -4, LV -4 I VERTICAL MOTOR TYPES TU, LU, TV -4 & LV -4 SELF RELEASE LOCKNUT SELF RELEASE PIN BEARING MOUNT OIL FILL 320 & ABOVE OIL DRAIN ROTOR ROTOR FANS PUMP SHAFT. ADJUSTING NUT AND LOCKING SCREWS ARE FURNISHED BY CUSTOMER VERTICAL SOLID SHAFT IS IDENTICAL WITH EXCEPTION OF SELF RELEASE COUPLING CANOPY CAP FAN KEY DUST COVER THRUST BEARING SHROUD AIR DEFLECTOR CONDUIT BOX CONDENSATE DRAIN WHEN SPECIFIED i�l Y ZN MOTORS IX LUBRICATION LUBRICATION Motor must be at rest and electrical controls should be locked open to prevent energizing while being serviced. If motor is being taken out of storage refer to Section I I I "Storage" Item 4 for preparation instructions. 1. Oil Lubricated Bearings Change oil once a year with normal service conditions. Frequent starting and stopping, damp or dusty environment, extreme temperature, or any other severe service conditions, will warrant more frequent oil changes. If there is any question' consult U. S. Electrical Motors Engineering for recommended oil change intervals regarding your particular situation. Use a premium quality Turbine Oil from Table 1, or an equivalent oil, which is fully inhibited against oxidation and corrosion. Add oil at oil fill hole , at each bearing housing. until the oil level reaches the "Maximum" mark located on the oil sight gauge window. See the motor nameplate for the approximate quantity of oil required. 2. Grease Lubricated Bearings Units with grease lubricated bearings.are prelubricated at the factory and normally do not required initial lubrication. Refer to Table 2 and 3 for recommended greases and suggested regreasing intervals for longest bearing life. To relubricate bearings, remove the drain plug and add new grease until clean grease appears at the drain. Run the motor for approximately ten minutes, with the drain plug removed to allow purging of the excess grease. After the excess grease has been purged, replace the drain plug. CAUTION Over greasing can cause excessive bearing temperatures, premature lubricant breakdown, and bearing failure. Care should be exercised to insure against over greasing. If old grease cannot be readily purged from drain hole, immediately cease to add new grease. Investigate cause of grease exit blockage. A mechanical probe or scavenger may be required to dislodge blockage (caked grease or foreign particles) from grease drain (care should be exercised to prevent damage to bearing with probe or scavenger). Under no circumstances should a mechanical probe or scavenger be used while motor is in operation. As new grease appears at the drain hole, the bearing grease cavity should be completely full. The grease cavity must be purged to approximately 60 to 70% full. Start the motor and run for approximately ten minutes, as mentioned above, with drain plug removed. This will allow the excess grease to purge itself from the grease cavity. 19 LUBRICATION MOTORS TABLE 1 RECOMMENDED OILS ANGULAR CONTACT SPHERICAL ROLLER THRUST BEARINGS THRUST BEARINGS AMBIENT UP TO 100 F ABOVE 100° F TO UP TO 40° F ABOVE 40° F TO TEMPERATURE A MAX OF 1400 A MAX OF 140 RANGE ISO GRADE 32 68 68 150 OIL 130 to 165 SUS 284 TO 347 SUS 284 TO 347 SUS 620 TO 765 SUS VISCOSITY AT 100° F AT 100° F AT 100° F AT 100° F MANUFACTURERS SPECIFICATIONS CONOCO INC. CONOCO DECTOL CONOCO DECTOL CONOCO DECTOL CONOCO DECTOL 15R&0OIL 33R&0OIL 33R&0OIL 51 R&0OIL EXXON COMPANY TERRESSTIC TERRESSTIC TERRESSTIC TERRESSTIC U. S. A. 33 68 68 150 MOBIL OIL CO. DTE OIL DTE OIL DTE OIL DTE OIL LIGHT HEAVY MEDIUM HEAVY MEDIUM HEAVY PENNZOIL COMPANY AW HYD. OIL 32 AW HYD. OIL 68 AW HYD. OIL 68 AW HYD. OIL 150 INC. SHELL OIL CO. TELLUS 32 TELLUS 68 TELLUS 68 TELLUS 150 CHEVRON U. S. A. INC CHEVRON OC CHEVRON OC CHEVRON OC CHEVRON OC TURBINE OIL 32 TURBINE OIL 68 TURBINE OIL 68 TURBINE OIL 150 TEXACO, INC. REGAL 32 REGAL 68 REGAL 68 REGAL 150 UNION OIL CO. UNAX AW 32 UNAX AW 68 UNAX AW 68 UNAX AW 150 OF CALIF. SYNTHETIC OIL SPECIFICATIONS MOBIL OIL CO. SHC 624 SHC 626 SHC 626 SHC 629 EXXON OIL SYNESSTIC SYNESSTIC 168 SYNESSTIC SYNESSTIC 32 68 150 Refer to motor lubrication plate for specific type and or grade of lubricant to be used. If motor lubrication plate specifies synthetic oil,other oil is not to be substituted. 20 MOTOR ANALYSIS i SLY MOTORS 'W/ X FUNDAMENTAL TROUBLE SHOOTING — PROBLEM ANALYSIS This chart can reduce work and time spent on motor analysis. Always check the chart first before starting pump motor disassembly, as what appears to be a motor problem may often be located elsewhere. SYMPTOM PROBABLE CAUSE ANALYSIS Motor fails Defective power supply to start Blown or defective Check voltage across all phases above dis- primary fuses connect switch. Blown or defective Check voltage below fuses (all phases) secondary fuses with disconnect closed. Open control circuit Push reset button. Overload trips are open Defective holding coil in Push start button and allow sufficient magnetic switch time for operation of time delay, if used, then check voltage across magnetic hold- ing coil. If correct voltage is measured, coil is defective. If no voltage is measured, control circuit is open. Loose or poor connections Make visual inspection of all connections in control circuits in control circuit Magnetic switch closes Open manual disconnect switch, close Poor switch contact magnetic switch by hand and examine contactors and springs. Open circuit in control panel Check voltage at T1 - T2 - T3. Open circuit in leads to motor Check voltage at leads in outlet box. Leads improperly connected Check lead numbers and connections. Motor fails to come up to speed Low or incorrect voltage Check voltage at T1 - T2 - T3 in control panel and at motor leads in outlet box. Incorrect connection at Check for proper lead connections at motor motor compare with connection diagram on motor. Overload - Mechanical Check impeller setting. Check for a locked or tight shaft. Overload - Hydraulic Check impeller setting. Check GPM against pump capacity and head. Motor runs hot Inadequate ventilation Assure adequate supply of fresh air. Check air blast through motor by feeling air discharge at bottom of motor. Overload Check load with ammeter. Unbalanced supply voltage Check supply voltage with voltmeter. Motor vibrates Headshaft misaligned Remove top drive coupling and check alignment of motor to pump. Worn lineshaft bearings or bent lineshaft Disconnect motor from pump and run motor only to determine source of vibration Hydraulic disturbance in Check isolation joint in discharge piping discharge piping near pump head. Motor noisy Worn thrust bearing Remove dust cover, rotate rotor by hand and make visual examination of balls and races. (Brg. noise is usually accompanied by a high frequency vibration). r Electrical noise Most motors are electrically noisy during the starting period. This noise should diminish as motor reaches full speed. a U. S. INSTALLATION. AND TEST MAINTENANCE MANUAL MOTOR ��� ELECTRICAL MOTOR LOAD TEST USING THE WATT HOUR METER In the motor analysis of Electrical Motors, it is sometimes desirable to conduct an accurate load check on a particular installation to determine whether the motor is operating within the rating and horsepower it was designed for. Since most pump installations have their own watt hour power meters, accurate read- ings and calculations will permit a load check by the following formula: K = Disc constant (watt for one revolution of disc per hour). This disc constant is found on the face of the meter. R = Revolutions of disc in watt meter within the time of the test. Established by counting, from visual observation. T = Time of test, in seconds. Transformer Ratio = Stated on meter face, must be included where current transformers are used with watt meters. TO OBTAIN INPUT KILOWATTS: KW = K x R x 3.6 T TO OBTAIN INPUT HORSEPOWER: Input HP = K x R x 4.83 x Transformer Ratio* T (*if any shown) The watt hour meter measures power consumed over a period of time. It is necessary for us to establish the rate at which power is being consumed by the work being done. We establish this rate by counting the revolutions of the disc in a given time. Here is a typical example of a load check: GIVEN: 1. Pump motor to be load checked is rated 100 HP, 1800 RPM, 3-phase, 60 -cycle U. S. HOLLOSHAFT motor. 2. Disc constant (K) found on face of meter - 40. 3. Transformer ratio found on face of meter = 3. DATA FOUND FROM TESTS: With stop watch or a watch with an accurate sweep second hand, disc was observed to revolve 10 times in exactly 49 seconds. For this test, therefore, R = 10; T = 49. THUS: Input HP = 40 x 10 x 4.83 x 3 49 =118.29 Output HP = Input HP x Motor Efficiency Output HP = 118.29 x 91 = 107.54 THUS: The output HP (107.54) is over nameplate (100 HP) of the motor, but well within the 1.15 Service Factor load which applies to this motor. The following values of full load efficiency are representative of the average 2, 4, or 6 Pole Motor, and may be used in the formulas: HP: 1 to 3 EFFICIENCY: 78 - 82 5 to 15 83-87 20 to 200 88-92 23 �Z\, RENEWAL PARTS & Mo"ou SERVICE XI RENEWAL PARTS & SERVICE A parts list is available for your unit and will be furnished upon request. Parts may be obtained from local U. S. MOTORS distributors and authorized service shops, or through U. S. MOTORS distribution centers located at....... . U. S. ELECTRICAL MOTORS 125 OLD GATE LANE MILFORD, CONNECTICUT Z I P 06460 PHONE AREA CODE 203 783 - 5200 24 MOO INSTALLATION `I RECORO XIII INSTALLATION RECORD NAMEPLATE & INSTALLATION INFORMATION SERIAL NUMBER OR MODEL NUMBER ....................... HORSEPOWER ............................................ MOTORRPM ............................................. PHASE.................................................. FREQUENCY............................................. AMPS...................................AT VOLTS DESIGN................................................. FRAME.................................................. TYPE................................................... DATE PURCHASED P. 0. NUMBER DATE INSTALLED ........................................ LOCATION OF JOB SITE ................................... MACHINE OR INSTALLATION NUMBER ...................... PURCHASED FROM ....................................... MOTOR RESISTANCE LINE TO LINE AT TIME OF INSTALLATION INSULATION TO GROUND READING AT TIME OF INSTALLATION RECORD OF MAINTENANCE GRADE & TYPE OF LUBRICANT USED DATE OF LAST INSULATION OVERHAUL OR REPAIR RELUBRICATION RESISTANCE DATE MEGOHMS DATE ACTION 25 U.S. ELECTRICAL MOTORS DIVISION OF EMERSON ELECTRIC CO. MOTORS 8100W. FLORISSANT AVENUE P.O. BOX 3946 ST. LOUIS, MO. 63136 13MI_RSON PHONE (314) 553-2000 TELEX 221901 ©1986 U. S. Electrical Motors INSTR. 509-1 12 — 86 Prices, construction and ratings subject to change without notice. Printed in U.S.A. r Peabody Floway Vertincal t'«}i�'S'tr .71 FROM TSF BARUTTA CO., INC. � P. O. Box B 10 WHIPPLE AVENUE ROSLINDALE, MA 02131-0902 TO .tiL A.,.LET its 4. UOMP'�ANY SILM N% s' 4 %IIS ;yytr �{��'`i•",�a�y�trFirrf£°��'�'Zs�a��;a 2•�,; i, r .7 ..ijri t 7t�j Xi 4 i_ Xw.r�l14i 4' •�'•F� 4. dr«�AM1§i %rg . ? %r. kv y zs "e >aI Y kip G'ry �k,a.i.� it Final Data INTERSTATE ENGINEERING CORP. CUSTOMER P.O. NO. 3157—PF FACTORY S.O. NO. 88-01455-01464 INTERSTATE ENGINEERING CORP. PROJECT PeabbdV Flowav"There's a Difference... caFr. SFr. kDN31DIJJ3 --lTJ TH*9 -0 0 :nEE FEE F:; 0 ME— d) 3 ==5 OID Lo 0i z oubl. Z�j �-7 <N Z Lu. >- um VI LU CL Z :7 - LU a IJ La Li :z I Lj 4) ui Li co EEJ �HE LJ 1 0' DZ LUJJ 0 77= 133A NI CIV3H IM09 24'-8" Peab dy Floway VERTICAL TURBINE TYPE "F" 1/4 -NPT TAP [-a-- 36' SQ--� 194 I� 28- t DIA. f- 26' DIA. 15" MIN. 27' DIA. REMARKS NO. UNITS REQ'D.2 FILTER BACKWASH PUMPS D -1093-A 4— 1 1* _DIA. HOLES APPROX. WEIGHT MOTOR 2000 DISCH. HD. 1900 SOLE PLATE 300 COL. ASSY. 2685 REV# 1 REV/ 2 REV# 3 7/26/88 4/20/89 11/17/89 D -1093-A 4— 1 1* _DIA. HOLES APPROX. WEIGHT MOTOR 2000 DISCH. HD. 1900 SOLE PLATE 300 COL. ASSY. 2685 BOWL ASSY. 670 DISCHARGE 20"- 150—R.F.ANSI. FLG. (20) 1-1/4 DIA. HOLES 25" DIA. BOLT CIRCLE 27-1/2" DIA. FLANGE BOLT HOLES STRADDLE VERTICAL q M OTOR MAKE ' ENCLOSU WP—I TYPE - s NRR YES HP 20 RPM 1185 PHASE 3 HERTZ 60 VOLTAGE 460 FRAME N0. L 44`+ VP TYPE COUPLING 5A ZJZ5 � 1st. IMP. TOTAL WT. 7555 CERTIFIED FOR CONSTRUCTION OUR ORDER No.:88-01463-64 CUST. ORDER No.: 3157 BY: T T DATE: 11/2/89 PUMP 20'x20' "F" STL. DISCH HD. 1-11/16" UNE SHAFT 20. COL ---- SHAFT TUBE PROD.LUBE YES OIL LUBE NO TYPE 16 MC STAGE 1 8400 GPM 50� TDH IMPELLER MIXED FLOW STRAINER MATERIAL COL PIPE •250 W. STL. LINE SHAFT A108—GR.1045 STL. SHAFT TUBE ---- BOWL SHAFT A582-416 S.S. SHAFT PACKING J.C.#1340 SOLE PLATE A 283—GR.0 STL. BRG.RETAINER DUCTILE IRON FLUID WATER SPEC. GRAVITY 1.0 VISCOSITY ---- TEMPERATURE AMBIENT PH ---- YES PUMP BOWL A48-CL30 C.I.E. IMPELLER 8584-838 BRZ. BEARINGS(BowL) RUBBER/BRZ. BEARINGS(UNESHAFJ NEOPRENE STRAINER STAINLESS STL BOWL W/R ---- IMPELLER W/R ---- CUSTOMER N. ANDOVER ORDER N0. 3157 SUPPLIER INTERSTATE ENGINEERING CORP. 193 JEFFRSON AVE. SALEM, MA 01970 DWG. N0. 88-01455-8 SERIAL Nn_ 88-01463-64 Peabody RovaY DISCHARGE HEADS—TYPE A & AF OPEN LINESHAFT NOTE: COMPLETE PUMP DESCRIP- TION WITH SERIAL NUMBER MUST BE SUPPLIED WHEN ORDERING PARTS. REF NO DESCRIPTION 1 Discharge Head Casting 7 Snap Plugs (2) 13 Pipe Plug 1S Top Column Flange 16 Top Column Flange Capscrews (set) 17 Top Column Flange Gasket 23 Driver Bolts E Nuts (set) 26 Head Nameplate with Drivescrews 30 Headshaft 31 Headshaft Nut 32 Headshaft Nut Lockscrew 33 Gib Key 66 Top Lineshaft 75 Stuffing Box 76 Stuffing Box "O" Ring 77 Stuffing Box Bearing 78 Stuffing Box Capscrews (set) 79 Grease Zerk with Cover 8o Packing Rings (set) 85 Packing Gland 86 Packing Gland Stud E Nuts (set) 99 Water Slinger 150 Top Column 170 IShaft Coupling 33 Vn 23 65 79 78 76 75 17 15 16 Illustrated with Standard Packing Box. All other standard shaft seal arrangement available. "There's a Difference... " 32 31 170 99 66 86 80 77 13 7 1 150 14 '•39 17:53 FROM CUSTCMER SERVICE #5 . PAGE.©D3 rATA r -T ,l1,LA yi!!T� --__- �M PI fl — AMR 2;. ...t f LAME FIAT- 'JG! .:; 47 r��1r.- !`R1 1':17 C G'. !y �';.aR.T � --•,x :: 7Q !t r,l Y+ _'YS� 't�a� L'` :F ?.=ii -1 IMA; XYAF, a .a ,_:!r.1t.; :N E.. i:LQAD 1-25 1 is t5 • , 7y • • .' F`«il._7.x, t T 7;H= fa + i"tA X ^�) ��; U`` n r -T c S AF `,.• .� :.�+ Jf} • • -� ) • ?•:' CF CTA=': - _ .J i' / COLD ♦ T _ U; , 4?t ;-�t'i i'f K.L ?7 R?4 t -.r• T,_. � , .1/ !�r �'.i) i • Itl i.. �.'�: T L� •:i")TT .•Q 9'A a• (]1.'r- ►�tf.1 V .y 1() rIE. �`^y V ti`-T f'`ti► A� EF ti --'TFC CAL TE DIct^'' =i T . C^r t - - <. ' _2'ZI � j--1_ �0 40.1164.2 "c.' ` • S� � 1 t L • :•: Ci G L' J • _� v moi'+ '.!..' �- i V Cl •wet �� .n a 1 n, , n - wr.n x ,u�.�.♦ �. �,�+C.`.y A v %:J . J :r v C i:' : : i • ^ - v C / • w a C.1 61 w • /'[ ` .1 1 M1a C �' fii _ :_ .1r,1 3:7.: -'5 x[0'cl2.14 x.5:4 . 0. r _11 A 13 0. =94 x. x71'.7 0,°:7 0 N5 _ << •y i__i < 7ti 4 n a::'.^ -C ♦In(../ L 7tL!•G} Z67.7.1 .1 ♦.sem♦ ��r a w _ .n Yl iA _ s em _ 1205. C -.c z j:'• 1.4x5.5; 1175 02 03'5 �,,A��. • '�.�1 � 5 '.�. a ''J': :.�f � Q', r.-... t 1 1 .�. � • ...' 7 �x•••�1 t' • 0 •.f:-16 +/ y 1 jr: y 1 �1 , {�� � �i.� fi • 'J 4.. •A,. P 3'T x • - .� ti 1'.F?,r -`'�1 -.� ��.5..'v�•c 1C .'13750 ��,f.�C ti ����'Y1 0 2 537 0.03439 = S.Z. "1 ui Fra Q 1 _ 7._7 7 LI C)� ?/ 0 . 7 37 nlltJ 14 '89 17:53 FROM CUSTOMER SERVICE #5 -E DATE ; CE �lE 8; i TRT r' G!. -,M-- ��11Y Iw. !•iml i}I 4ENITI�. vn..-C,v DE^T '[`:T:— —— v rr •Ttr't r + , t• c. �.� F, C! nnK 41740 ?NAnEI'A I -r ?,ARK- �E';iFTT 'f A.a63i1F' hhi..x�.,'`x''k''.�•.�!.15"''L'',w7%Y.,�Y.r.. —W ri C=5�*RTTC SCLC pp 7, _ 1C C-iif�rt .7Lis:.x u�..#:i..,c:i�-le'��F�;EYYr.�.�¢x�s�-1���1E3Facxac;i��(•aFaF�F=i��F�E �?E'.E?F3F��Y�t�sr. Y..>r:i�4��►+f 3�•z'k��i��Ya(.aFst.s TYPE k; / c+ L4{ -7 `J Q! T 4 � i• T T 1.d/" RATTN r'G iT N:-;7 �A D;=S T C :mn EFF N -- GENERAL 0 ELEfTRIC Frames L182VP-L449VP Type K Weather Protected I High Thrust 3600 RPM and Below Solid Shaft DIMENSIONS -For ESTIMATING ONLY 32 Aporox - - C i 6.06 1.32 , 6.12 AH WM.. I+1 AK f .c Eu 1,300 %M i 40'3315 li : t1 rt ;. l H 4 VC&,Cu,I i'_s V /�R\ DIE E OnW Holes 0iS i ao�ir sD6aa 1t. 25W. on 65.20 and 245 80 21"x'405 9Mm w10*,vL2W i +--A. n. � o;otOF WmHE4 90a 0"A "5&449 Raves -,, CONDUIT BOX DIMENSIONS Fr&m. I Deaa� I tbrnir,al I Apprda Dirm"i0m n 1nc4w - yeon Hp Vd. Cu. kt. AA AB I AC I AF I XL 1 01 SMWWD CONDUIT BOX DIMENSIONS ' 182-184 Standard OMnanai" to Y1cAaa 32 Aporox wrx.t 6.06 1.32 u 6.12 AH Ai AK 76 1-1111 9.72 7.65 4.00 6.62 5.31 Frame No. Nat m 20 in LDa. D P (D AG Q Qi O BD 13E BF BV EU X8 XP 7.59 625 324-326 Surd" 50 R S ES 11.46 6.44 1012 7.00 364-365 Standard 75 346 3-8 16.13 12.51 6.44 10.12 7.00 1.182VP10/L184VPi0 80/86 .986 250 1281 16.44117.44 9.31 1.125 13.69/14.69 2.75 9.125 8.25 10.00 .50 .44 6.0076.50 _875 3.50 9.31 L213VP10A215VP70 178/174 966 250 1281 19.30 12.30 1.125 16.55 2.75 9.125 625 10.00 .75 .44 859 .875 3.50 14.76 L254VPlOA 254MO246/254 .986 250 1.261 23.68 15.50 1.125 20.93 2.75 9.125 825 10.00 .75 .0 10.75 575 3.50 1720 L254vpi 2/L256VP12 254/292 986 250 1281 23.68 15.50 1.125 20.93 2.75 9.125 6.25 12.00 .75 .44 10.75 .675 150 1720 t254VPI6/1.256VP16 2677305 386 250 1281 23.68 15.50 1.125 20.93 2.75 14.750 13.50 16.50 .75 .69 10.75 .875 3.50 1720 L284VPt0A256YPIO 400/411 966 250 1281 25.75 16.36 1.125 23.00 275 9.125 8.25 10.00 .75 .44 1200 275 3.50 19.32 L234VP12A266VP12 4001417 .986 250 1281 25.75 16.36 1.125 23.00 2.75 9.125 825 12.00 .75 .44 1200 A75 150 19.32 L234VPI6/L286VP16 411/428 386 250 1281 25.75 16.36 1.125 23.00 2.75 14.750 13.50 16.50 .75 .69 1200 275 150 19.32 L324VP12A-V6VP12 586/588 1.416 .375 3.030 41.43 20.40 1.625 36.93 4.50 9.125 625 12.00 .75 .44 13.74 1250 4.50 22.10 L324VP16A326VP76 6137613 1.416 .375 3.030 41.43 20.40 1.625 36.93 4.50 14.750 13.50 16.50 .75 .69 13.74 1250 4.50 2210 L364VP12A365VP12 840/910 1.416 .375 3.030 44.77 22.80 1.625 40.28 4.50 9.125 825 12.00 .88 .44 14.34 1250 4.50 24.76 L364V916111.365me 8707940 1.416 .375 3.030 44.77 22.80 1.625 4028 4.50 14.750 13.50 16.50 .88 .89 14.34 1250 4.50 24.76 L404M6AA05VP16 1091/1273 1.416 .375 3.030 49.80 25.30 1.625 45.30 4.50 14.750 13.50 16.50 1.00 .69 16.89 1250 4.50 27.54 L99VP20&405VP20 1121/1303 1.416 375 3.030 49.80 25.30 1.625 45.30 4.50 14.750 13.50 20.00 1.00 .69 16.69 1250 4.50 27.54 L444VP16/L445VP/6 168071630 1.645 .500 3.030 47.36 27.68 2.125 42.861 4.50 14.750 13.50 16.50 1.00 .69 17.50 1.750 6.00 30.80 L444VP241L445VP24 1770/1920 1.845 500 3.030 47.36 27.68l 00 2.125 42.86 4.50 14.750 13.50 2450 1.00 .69 17.50 1.750 600 30.80 L" VPt6 2130 Reler Refer Reter 55.86 27.68 War 51.36 Refer 14.750 13.50 16.50 1.00 .69 21.75 ROW 6.00 30.80 L449VP20 2170 10 to to 55.86 27.68 tD 51.36 to 14.750 13.50 20.00 1.00 .69 2175 to 6.00 30.80 L449VP24 2220 Table 2 Table 2 Table 2 55.86 27.68 Table 1 51.36 ads 2 14.750 13.50 24.50 1.00 .69 21.75 TatAe 6.00 30.80 CONDUIT BOX DIMENSIONS Fr&m. I Deaa� I tbrnir,al I Apprda Dirm"i0m n 1nc4w - yeon Hp Vd. Cu. kt. AA AB I AC I AF I XL 1 01 SMWWD CONDUIT BOX DIMENSIONS ' 182-184 Standard 5 32 0.50 7.03 6.06 1.32 2.64 6.12 213-215 Standard 10 76 1-1111 9.72 7.65 4.00 6.62 5.31 254-256 Standard 20 76 1V,-111! 9.72 7.65 4.00 8.62 5.31 284-286 Standard 30 137 1%-11vs 12.53 9.78 4.38 7.59 625 324-326 Surd" 50 346 2-11y 15.08 11.46 6.44 1012 7.00 364-365 Standard 75 346 3-8 16.13 12.51 6.44 10.12 7.00 404-405 Standard 125 700 3-8 19.01 14.88 7.00 11.75 10.00 444-445 Standard 200 700 3-8 20.32 16.19 7.00 11.75 10.00 u9 sta„d.rd 400 1500 4 3 21.56 16.0 8.12 13.66 17.00 OVERSLZE CONDUIT BOX DIMENSIONS 162-184 Standard 5 32 0.50 7.03 6.06 1.32 2.64 V2 2 213-215 Starda d 10 76 1 >. - t t 8 9.72 1.65 4.00 6.62 5.3 254-256 Standard1 20 137 1%-1IVA 11.78 9.03 4.38 7.59 615 264-286 Standard 30 346 2-11% 13.81 10.19 6.44 10.12 7.00 324-326 Standard 50 346 3-8 15.08 11.46 6.44 10.12 7.00 364-6s Sanded 75 700 3-8 16.01 13.88 7.00 11.75 10.00 404-405 Standard 125 1500 4-8 20.25 15.13 8.12 13.68 17.00 444-445 Standard 200 1500 4-8 21.56 16.44 6.12 1368 17.00 449 Standard 400 2500 (214-4 21.51 18.44 1 8.12 13.68 2725 Provided mounting conditions permit, diagonally split conduit box may oe turned so mat entrance can be made from top: bottom or either side. TABLE 1-449 Frame Shaft "Lr Dimensions (In.) vs. Hp and Speed Hp Speed 3600 1 1800 1200 1 900 100 - - - 2125 125 - - - 2.125 150 - - -Z125 200 - - 2125 2375 250 2.125 2.125 2.375 - 300 2125 2125 2tD5 - 350 2.125 2.375 - - 400 2125 2.375 - I - 450 2.125 2375 - - ABLE 2 -Shaft Extension Tabulation for 499 Frame n.nanaione trri�aa U AH EU EW EX R S ES 2.125 4.50 1.750 .377 .750 1.845 .500 103 1.749 .375 .745 2.375 5.00 2.000 .377 .750 2.021 .625 333. 1.995 375 .745 2500 s.00 2.125 .377 .750 2.143 .425 353 2.120 1 375 .745 2.625 5.00 2.125 .503 1.000 2275 .325 153 22. i 1st 5 .500 A90 THE FRAME NWBM SHOWN IN BOLDFACE TYPE INDW-CE SVM AM NEMA BASE SSS. (D Dimensions measured with motor in vertical position, shaft down. OAJ centerline of bolt holes within 0.025 inch, for all frames, of true location. True location is defined as angular and diametrical location with reference to the centerline of AK. OAK diameters of 8.250 inches will come within the limits of +0.003 inch, -0.000 inch; diameters of 13.500 inches will come within the limits of +0.005 inch, -0.000 inch. OShaft-diameters 1.62.5 inches and smaller will come within the limits of +0.0000 inch -0.0005 inch; diameters above 1.625 inches, +0.000 inch, -0.001 inch. NOTES: • Frames L213 through L286 have grease -lubri- cated upper guide and lower thrust bearings. Frames 1324 through LAOS have oil lubri- cated upper thrust and grease -lubricated lower guide bearings. Frames LA44AM5/L449 have oil lubricated upper thrust bearing and oil lubricated lower guide bearing. • Tolerances: face runout and permissible eccen- tricity of mounting rabbet for AK, dimension 8.250 inches, 0.004 TIR, for AK dimension 13.500 inches, 0.007 TIR. • For shipping weight add 10 percent to net weight. Dan Viol i to mane ,• V*0 no" Copt 1967. Gwwal Sectc Comp" 39 CKWA d Kd&.V s to Tot-. bwpwN g -I 1 CUSTOMER . ZNTERSTAT£ ENCS, SERIAL MO. TY►S lav MG STAGE _. NO. UNITS Re -t) 2' IJIEc;- 4,-•e9 TUE 16:47 Z NTERSTATE ENG CORP P . 02 V.S. McTRICAL MOTORS CUSTOMEi r�Ag sr�OWAY , PERr-00,4NC'E DATA lip Parforraance Nfa salad an Stnnoord RAet of IEEE, AS _ NO LOADFULL LOAD SPEED RPM SPEED RPM FkWE NBR. 'kYp6 PA N" 39476 USEM REF. N .8,0.911.0 16 3 Joe L� MARKS ~�N+ k.. iso 1800 1780 5006PH Hue WP -•I Pt1AS�itFRTZ VOLTS CURRENT • AMPEIRt:S tNStp�t RISE il,Ari FULL LOAD tockeo ROTOR CLASSR£5tS7 FACTOA 3/60 460 378 2700 F Boo 1.t5 x 6rn6eNcr DIREaLY WASUReo % PQW6R FACtOa voRbVr, A7 FULL YOCYA42 NEW)w t CM HEM Fvu 314 1/2 WAD FULL toAj) t'ULt LoAo (STS NG) oit fie' �'} WAINP MH WAD WAD LOAD LOA,) PER+CEtsT OF FVtt LOAD 95.3 95.9 95.6 90.7 90.0 86.4 1032 g0 173 % G A low Premium BEflciency e1 mft V.%. Edaw'.N, Morots u'Caof _ z/o�fc,(ofakitv�N�e�/�y�.y.� "tw Rt<f be 01 ' sY Clarks zno2d 1, " '� O. V'f1 f(olo i 490 a T[t. M084111 blyc RENEWAL L PARTS MOrMRSINSTRUCTIONS BALL TYPE NON -REVERSE RATCHET FOR VERTICAL MOTORS FRAMES 5000. 5800. 6808 - TYPES EU, HU. JU 1 FASTENER C)—PLAIN I 1 O—PLAIN WASHER e --SPRING I o t o I —PRESSURE PLATE o 1 I 1. Assemble " C- sprbg into housing that has been secured to upper bracket When viewing the -C- spring from the top, as it lays in the housing. the cradled and of the -C' Spring Runt engage the pin in the housing, to drat the _C' tprinq cannot be routed in a dock - wise direction- 2- Assemble Stationary ratchet with friction (going into the housing. Projecting from the flange is another pin. This pin it to engage the free end of the 'C' spring. CAUTION It is important that the _C' spring be Properly engaged with the tvvo w*-ing per: failure to do to wA damage the awdsanisns. 1 Assemble the routing ratchet onto the bearing swount and secure with the proper tine, type. and number of fastenen and locnwaahem 4- Lay Weuute plate onto tUdonary ratchet. Assemble one spring into each pocket in the pressure plate. Secure the springs and pressure date with proper number. size. and length of fastener at each spring, placing plain, flat washer under the head of each screw. Tighte^ each cap screw until each spring is compressed to a height at indicated on the plate attached to the pressure plate S. Insert paper Size ball into each ball hole. (5000 HUI - 1 -1/8 - diameter 6a11,(S000 EU, JU) - 1-1/8" diameter bail. (5800 EU. JU) - 1-18' dameter ball, ( 68081 - 1-1/4' diameter ball. PROJECTING PIN WTI STAONARY RATCHET WITH FRICTION LINING 1: I' I "C" SPRING FASTENER PROJECTING PIN HOUSING 6. Assemble ball retaining ring onto routing ratchet, which it secured M Place by the ventilating fan. Secure the (an writh the proper number, size, and type of fasteners and lockwashers. CAUTION Failure to assemble ball retaining ring onto routing ratchet will allow balls to fly out of ball holes upon surf -up of motor. causing nniury and property damage. REFINE BALANCE PROCEDURE After completion of assembly of ratchet parts, num seotor to deter- anine where weights are to be added to refine balarace of motor. If the weights are added in a (position when holes are esposed in the bearing rnonnt, drop kad balls into holes and flatten to secure. If weights are to be added when there are no holes in besting mount exposed. use washers; and machine screws, which m to be threaded into the Upped holes provided in the top side of the rotating ratchet NOTE: The rotating ratchet should be marked. relative to the bear- ing mount, with punch marks. so that if disassembly is ever re- tluired. the rotating ratchet an be reassembled in the tame pot tion, so that balance will not be affected. k ADDED OR CHANGED THIS ISSUE '-1 U.S. ELECTRICAL MOTORS DIVISION EMERSON ELECTRIC CO. Printed in U.S.A. FASTENER Q WASHER CD 1 I BALL RETAINING RING t 1 1 1 FASTENER O ' 1 BALL _ .� ROTATING RATCHET 1 FASTENER C)—PLAIN I 1 O—PLAIN WASHER e --SPRING I o t o I —PRESSURE PLATE o 1 I 1. Assemble " C- sprbg into housing that has been secured to upper bracket When viewing the -C- spring from the top, as it lays in the housing. the cradled and of the -C' Spring Runt engage the pin in the housing, to drat the _C' tprinq cannot be routed in a dock - wise direction- 2- Assemble Stationary ratchet with friction (going into the housing. Projecting from the flange is another pin. This pin it to engage the free end of the 'C' spring. CAUTION It is important that the _C' spring be Properly engaged with the tvvo w*-ing per: failure to do to wA damage the awdsanisns. 1 Assemble the routing ratchet onto the bearing swount and secure with the proper tine, type. and number of fastenen and locnwaahem 4- Lay Weuute plate onto tUdonary ratchet. Assemble one spring into each pocket in the pressure plate. Secure the springs and pressure date with proper number. size. and length of fastener at each spring, placing plain, flat washer under the head of each screw. Tighte^ each cap screw until each spring is compressed to a height at indicated on the plate attached to the pressure plate S. Insert paper Size ball into each ball hole. (5000 HUI - 1 -1/8 - diameter 6a11,(S000 EU, JU) - 1-1/8" diameter bail. (5800 EU. JU) - 1-18' dameter ball, ( 68081 - 1-1/4' diameter ball. PROJECTING PIN WTI STAONARY RATCHET WITH FRICTION LINING 1: I' I "C" SPRING FASTENER PROJECTING PIN HOUSING 6. Assemble ball retaining ring onto routing ratchet, which it secured M Place by the ventilating fan. Secure the (an writh the proper number, size, and type of fasteners and lockwashers. CAUTION Failure to assemble ball retaining ring onto routing ratchet will allow balls to fly out of ball holes upon surf -up of motor. causing nniury and property damage. REFINE BALANCE PROCEDURE After completion of assembly of ratchet parts, num seotor to deter- anine where weights are to be added to refine balarace of motor. If the weights are added in a (position when holes are esposed in the bearing rnonnt, drop kad balls into holes and flatten to secure. If weights are to be added when there are no holes in besting mount exposed. use washers; and machine screws, which m to be threaded into the Upped holes provided in the top side of the rotating ratchet NOTE: The rotating ratchet should be marked. relative to the bear- ing mount, with punch marks. so that if disassembly is ever re- tluired. the rotating ratchet an be reassembled in the tame pot tion, so that balance will not be affected. k ADDED OR CHANGED THIS ISSUE '-1 U.S. ELECTRICAL MOTORS DIVISION EMERSON ELECTRIC CO. Printed in U.S.A. VERTICAL «Cts► PO 39476 ` MOTORS MOTORS USEM 50900163 Mark; HIGH LIFT FINISHED ATER PUMPS, 88-01459/62 DRIVE COUPLINGS FOR FRAMES 444 THRU 6810 HOLLOSHAFT MOTORS BZ DIA. GIB KEY- VAY SPECIAL COUPLING DIMENSIONS All tapped holes are unified national coarse, right hand thread. Coupling bore dimension -BX- it machined with a tolerance of -.000" x.001 up to :11 rough casting dimensions may vary by 1/4" due to casting variations. 1-1/2 • bore inclusive. Larger bores -.000", +.002". �- U.S. ELECTRICAL MOTORS DIVISION EMERSON ELECTRIC CO. °"nted�n U.S.A. EFFECTIVE: APRIL 15, 1987 SECTION : 505 DO NOT USE FOR CL `tSTRUCTION SUPERSEDES: MAY 1, 1986 PAGE 1 l � XO BY•TAP 4 •HOLES ALL DIMENSIONS ARE IN INCHES PART BX BORE TYPE FRAME NUMBER NOMINAL ACTUAL gy 82 XB SO. LU 414, 445 17231! 1.7/16 1.437 1/4-20 2.1/8 3-13/16 XD XE Tu 447TPTPA , 1 18296 1-1Q 1.501 1/4-20 17/32 7 8 2.3 aF 3/8y 118297 1.11/16 1.688 1/4.20 2.18 313116 17/32 2.3/4 3/8 118298 13/4 1 2.1/2 313/16 17/32: 3.5/8 2.3/4 IB 118299 1.751 1/4-20 2-1/2 313/16 17/32' 35/8 2.3/d 3/8 RU 444,44STP• TPA 132576 1-15/16 1.938 114-20 2.1/2 313/16 11/16 3.58 2-3/4 1/2 132577 1-7/16 1.437 1/4-20 2-1/8 l 11/16 3.11/16 2-78 3/8 132578 1-1/21.501 1/420 2-1/8 4 17/32: 3.11/16 2-7/8 318 1-11116 1.687 1/4-20 2.1/2 4 17/32' 3.11/16 2-78 3/8 132579 1-15/16 1.9]7 1/4-20 2-1/2 4 11/16' 3 11/16 2-78 1/2 136874 2J/16 2.188 3/8.16 3-1/4 4 11/16 1 136875 2.1/4 2.250 3/8.16 3.1/4 4 2.7/8 1/2 131805 BLANK 751 11/16 ! 2-78 112 136876 BLANK - - 4 - 3.11/16 2.7/8 EU 5006. 5008. 129679 1-11/16 .751 1.688 _4 1/4-20 2.1/2 _ ! 2.7/3 4-3/8 17/32 NU 5009,5108• 113288 1-15/16 1.938 1/4.20 2.1/2 4.3/4 3.1/16 3/8 JU 5109, P. PH 113Z87 2.1/8 2-126 3/8 16 4 3/8 11/16 4-]/4 31/16 1/2 111289 2-3/16 2.188 3/8.16 31/4 4-3/8 11/16' 4-3/4 31/16 1/2 113313 23/8 2.376 31/4 4.3/8 11/16: 4.3/4 31/16 1R 113290 - 2.7/16 3/8-16 31/4 4-3/8 -4-3/ 25/32 4-3/4 3-1116 1 S/8 2.438 IB -16 31/4 25/32' 4.1/4 31116 5/8 113314 2.1R 2.501 3/8.16 3.1/4 4-38 25/32 4.3/4 31/16 5/8 113285L LANK 000 - 4.3/8 HU 5808, 143112 2-1/16 2.188 3/8.16 3-1/4 4.3/4 3.1/16 5.1 5809 S810 P PH 143111 2-7/16 2.438 3/8-16 31/4 5-1/8 12 5 3 -SIS lt2 EV 5805 PH 128009 2.3/16 2.188 3/8-16 31/4 4.3/8 1/2 S 358 I S/8 JU 127376 2-7/16 2.438 3/8.16 31/4 11/16 4-3/4 3-1/16 1/2 EU 5807. SM. 143112 2-3116 --!!E3/8- 25/32 4.3/4 31/16 S/8 JU S811 P. PH 143113 2.188 38.16 31/4 S-18 1/2 S 358 1/8 HU 6808, 2.7/16 2.438 38-16 31/4 5-1/8 1/2 5 368 SB 6809 P. PH 116467 2-11116 2.688 38-16 33/4 6.7/16 11/16: 6 4-15116 S18 HU 6810 P. PA 120592 2.3/4 2.751 38.16 33/4 6 7/16 11/16 ' 6 4.15/16 S/3 255753 33/16 3.187 38-16 S 7-7/8 1 7.58 6 7/8 255609 3.7/16 3.437 38.16 S 7-78 1 7.58 6 7/8 178611 BLANK .000 - - 7.78 . SPECIAL COUPLING DIMENSIONS All tapped holes are unified national coarse, right hand thread. Coupling bore dimension -BX- it machined with a tolerance of -.000" x.001 up to :11 rough casting dimensions may vary by 1/4" due to casting variations. 1-1/2 • bore inclusive. Larger bores -.000", +.002". �- U.S. ELECTRICAL MOTORS DIVISION EMERSON ELECTRIC CO. °"nted�n U.S.A. EFFECTIVE: APRIL 15, 1987 SECTION : 505 DO NOT USE FOR CL `tSTRUCTION SUPERSEDES: MAY 1, 1986 PAGE 1 VERTICAL i"M MOTORS MOTORS DIMENSIONS FRAMES 5006P THRU 6810 PA — TYPE HU (DRIPPROOF) — WEATHER PROTECTED TYPE I PEABODY FLOWAY 8gj-0.459- ��q�2 PO 39476 USEM S0900163 Mark; HIGH LIFT FINISHED ATER PUMPS, 88-01459/62 AJ DIA. AO AO •�• :a e:: f AA -SIZE CONDUIT (2 -HOLES) AC - 6800 FRAMES ONLY AB— HOLLOW SHAFT BORE BF -4 HOLES (8 HOLES ON ---T1 6810 PA) X0 ALL DIMENSIONS ARE IN INCHES AA CON PUMP SHAFT, ADJUSTING HUT, LOCKING SCREWS ARE NOT FURNISHED WITH MOTOR BE LBOH_� BB FRAME Pe AA AS AC AO AF AG 88 Be 8V Co XC XG XO ft 5006P PH 29 3.1/2 23 17-1/2 — 8.1/16 56-6/16 1/4 7/8 19,3/8 !9.25/32 6.1/4 2-1/2 34 5008P PH 29 3-1/2 23 17-1/2 — 8-1/16 60.7/16 1/4 7/8 19-3/8 53-29/32 6-1/4 2-1/2 34 5004P PH 29 3.1/2 23.7/8 18.1/4 — 8-1/16 64-7/16 1/4 7/8 23.3/8 57-29/32 6.1/4 2.1/2 34 5808P PH 34 3.1/2 26.13/16 21-6/16 — 8-1/16 67-7/16 1/4 1 24-3/4 58-1/4 8-7/8 23/4 39.1/2 5809P PH 34 3-1/2 26.13/16 21-6/16 — 8-1/16 71.7/16 1/4 1 24-3/4 62.1/4 8-7/8 2-3/4 39-1/2 5810P PH 34 3.1/2 26-13/16 21-6/16 — 8-1/16 75-7/16 1/4 128-3/4 66-1/4 8-7/8 2-3/4 39-1/2 6808P PA 42.1/2 3.1/2 ♦349/16•_ ♦27-7/16• •3 10.15/16 85-3/8 //4 1-1/2-1 37.1/4 77-7/8 7-5132 37/8 48.1/4 6810P. PA 42-1/2 11/2 T 349/16 ♦ 27-7/16 T3 10-15/16 96.3/8 1/4 1-1/2 48 1/! 887/8 7-5/32 3-7/8 48.1/4 FRAME AJ AK +,005 Bo BF 06, 5008, 5009P 14-3/4 131/2 24.1/2 11/16 5006 5008 5009PH 143/4 13.lt2 20 / 1 5808,5809,5810P 26 22 30-1/2 13/16 5808, 5809, 5810PH r 14-3/4 z2 13-1/2 24.1/2 11/16 15/16 6808 6810P 26 22 30.1 13 16 6808, 6810PA 32 26 36 1 Conduit openings may be Iootcd in ,tees of 900. Standard a Chown with conduit opening down. TOLERANCES Face Runout .007 F.I.R. Permissible Ecomtuicity of Mounting Rabbet .007 F.I.R. AA rough ming dimension may vary by 1/4^ duo to casting variations. Largest motor diameter. ♦ 4000 Volt motors over 100HP are supplied with a larger terminal box which cannot be rotated but has conduit openings on the sides and bottom. AB AC AO I AF al -1/16 34 13/16 a 17-15/16 e�aa�r i U.S. ELECTRICAL MOTORS DIVISION EMERSON ELECTRIC CO. Printed in U.S.A. EFFECTIVE: APRIL 15, 1987 SECTION : 505 DO NOT USE FOR CONSTRUCTION 565' 29T 25'-7' Peabody Floway VERTICAL TURBINE 16 2 w D -1094-F ®w - MOTOR MAKE U.S. ENCLOSURE WP -1 TYPE VHS NRR - HP 350 RPM PHASE 3 HERTZ VOLTAGE 460 FRAME NO. 5006P YES 1775 60 TYPE COUPLING THREADED � 1st. IMP. 4- -- 6 ,— LINE SHAFT A108—GR.1045 STL. DIA. REMARKS NO. UNITS REQ'D.4 HI LIFT FINISHED WATER PUMPS STRAINER STAINLESS STL. SOLE PLATE A 283—GR.0 STL BOWL W/R ---- REV# 1 7/26/88 REV# 2 4/20/89 REV# 3 11/17/89 ,r PUMP N% E �` ,ia _ 14"X20" "A" C.I. DISCH HD. 2-1 /4' 14" LINE SHAFT COL ---- SHAFT TUBE PROD.LUBE YES OIL LUBE NO y TYPE 16 DKH STAGE 3 2800 GPM 342' TDH IMPELLER ENCLOSED STRAINER NO MATERIAL COL PIPE .250 W. STL. PUMP BOWL A48—CL-30 C.I. LINE SHAFT A108—GR.1045 STL. IMPELLER 8584-838 BRZ. SHAFT TUBE ---- BEARINGS(sow&) RUBBER/BRZ. BOWL SHAFT A582-416 S.S. BEARINGS(UNESHAF>) NEOPRENE SHAFT PACKING J.C.#1340 STRAINER STAINLESS STL. SOLE PLATE A 283—GR.0 STL BOWL W/R ---- BRG.RETAINER DUCTILE IRON IMPELLER W/R ---- FLUID WATER SPEC. GRAVITY 1.o VISCOSITY ---- TEMPERATURE AMBIENT PH ---- NOT TO BE USED +es 6 FOR CONSTRUCTION 8y : 'SH Date : 3/7/88 UNLESS CERTIFIED CUSTOMER N. ANDOVER ORDER N0. 3157 SUPPLIER INTERSTATE ENGINEERING CORP. 193 JEFFRSON AVE. SALEM, MA 01970 DWG. N0. 88-01455-6 SERIAL NO. 88-01459-62 ` 13 594 s {.. .to 77 �� 11A 0 15 T-6 i r lGco - (izo) 3084 60 i I ! CUSTOMER INTERSTATE ENG. cow _ -- — SERIAL NO _86— C-1459 — 01462 FIRS] CHECK BY:— --DATE.— TYPE DATE:TYPE 16 OKfi STAGE 3 FINAL CHECK BY..,— DATEa NO. UNITS REQ'0•4 — A3N3131:113 'd 'H '18 u m m m m Z O a. m r ti tD LnCL m • to : r . .. i --z^„' • J�8 Q�tH�' - , -c`Y l'yii • : , ..: �::_ . ; ; : . . F- F- Cl to W (1: UIS-• o cc LD W `` .. - _.. -,d0 I?33 fJN33111 3i�iEl :='_�_�: uQ� O 1L i! 1 Ui V fY Q — I '-- " ---- - ' .... { I --- ---- .__ -i-•- - •-i._.__:.. _ F � In _ .. - • ._+t� � fid_ . .. m 2 v Y -- cl (9 9 00 1 CO h to tb N = LU 4- tof 11 W U. N IA 0 r�•.Z09CL ADN31DI333 x LW C 3 T W H C 0 W I V) i Z H 0 o 3 Z to Q (T) Z I�. In rr) " N 1 e---- —i r.. 1D — 1: — 0 I a N � f I � Q 1r�!N rr) m w W Z 3 Q . m t N Lu FL N m O CA. Lu r�.00�'o �1— Z GC a ` I --1-- -rt•-- -- -- -- ---------- - - Lj- Lu s� s LLi 170 _ 110 .Z cu s 3 _ __ : --. __. t — — am m ::_:m` _im f __ — r . -- — 7-7 164 ——----- — — - —- - — — _ Ld s am m ::_:m` _im f __ . _j w. ��— =_- = _ = __-_ H 1333 NI ad3H 1MO8 -_' o i ter. - _ •- I 1_1 �. 1 r• +- r. I h C tN I": L G 1 I N _ _ • - - t4c,,•.. � ••r35r TUE Its :47 I NTeRSTATE ENG (CORP P IG3 CUST0MER U.S. nmmcm MOTORS pBABoDy FLOMAY P,0. NBR to 39476 1 US'EH 'S0900454 USEMREP. Nat TYPICAL PUMPS RAW WATER 1 JOB Na P PUMP S pEaFqWMCE DATA A,i,RKS —?'LW t32, I' pdr{prmonce Data Scrod n Standard Ratot of 0f, ASA and HEMA KPIN0 TOAD BULL WAD NER. type 04CLOME SPEEO RPM SPEEb RPM ?5 PRASE/ItFRTZ 3/60 1200 ] 1185 ( 40STI' CURREW • AMPCRES VOLTS-"" FULL LOAD LOCI Eo Rt 460 1 88.9 t 543 I RUB WPI 1NSULAT11ONfni SERVICE LASS C(]FACTOR F f 80' 1 3.15 �MaM tit .. a :I war u nthlt &4dJM Pxe��,n= VNIV MiGv CODE LETTER F l 0 TORQUE AT FVM VOLTAGE I % Efrlat:Nt�Y pIREOtl1t MEASUREDNG x POWEK FAMA pidjDO EAKDO FUtL LOAD ($ )L(W rULL 3/4 112 LOAD LOAD LOAD FM 3/4 1/2 WAD TOAD LOAD (LIL ft.) PERCH OF Fut1 WADI 94.0 93.4 9Z►1 85.0'83.0 ]6.4 331.7 135 200 �MaM tit .. a :I war u nthlt &4dJM Pxe��,n= VNIV MiGv CODE LETTER F l 0 DEE -+26-99 TUE 116:47 INTERSTATE ENG 1GORP L w CUSTOMS U.S. waRICAL MOTORS PEABODY FLOWAY I P.O. N6R Td 39476 UVEH '50900454 USEM RFP. H"' TYPICALMaxk;LOWLIFT RAW VATER J06 � P UMP S peRFORMMCE DATA AARKS partormonce Data 8atad nn Standard Ruiot of Of- ASA and NEMA NO tOAD fUtt WAD p NsR. type ENCLOSURE HIP spEEa RPM SAEEtb OA ?S 1200 1185 40STP " RUn Wpi CURREW • /IMPEREs tNSULAT(ON it PSFEAkC PHASE/liERTZ V MS FULL LOAD IQ KEO ROTOtt CLASS M tST.TOR . 3/60 460 88.9 5143 F 80' •!S 3 RfCKIENGY 'K POWEk MaOti pt tcfttt WASURED FUILs/4 1/2 FM 3/4 1/Z LOAD LOAD WAD LOAC WAO LOAl 94,019 3 - 0192.1185.0'183.0118'.0 ;Msom �VA. iQCObG/IR 1ti0tW:S gtN3lbi� t�+cc� tutts� ti0. ,ota��tE W� 1...,.t.^ /M�1U.1/L"lihM rake TORQUe AT FVLL VOLTAGL I LOCICFD p()� Ht " NEMA KYAJNP IMtGv FUM04) (STARTING) I (eR o =6 MER cm f•) r��acT c FvcL Lb/lhl - 1 i 331.7 1 135 .1 ' 200 11 P III PremZum Eric enc Deeljns ! by pATff MOTORS UIMtNNUN5 MOTORS DRIVE COUPLINGS FOR FRAMES 324 THRU 405 HOLLOSHAFT MOTORS NUNN XB XF BI 011. I� I� zD BY -TAP 4•NOLES ALL DIMENSIONS ARE IN INCHES GIB -KEY- WAY SPECIAL COUPLING DIMENSIONS BX BORE SQ KEY PART NO. NOMINAL ACTUAL BY BZ SIZE X8 XD XE XF AJI tapped holm an unified national coarse. right hard thread. Coupling bon dimension -BX' is machined with a tolerance of -.DW'; +.001 up to F All rough carting dimensions may very by 1/4' due to costing variatioru. 1.1/2' bon inclusive. Larger bons -000"; +.002'. U.S. ELECTRICAL MOTORS DIVISION EMERSON ELECTRIC CO. Printed .n U.S.A. EFFECTIVE: MAY 1, 1986 ■..,�o. SUPERSEDES: PAGE 14 DATED SECTION : 505 DO NOT USE FOR CONSTRUCTION MARCH 25. 1984 PAGE : 16 PURPOSES UNLESS CERTIFIED TYPE FRAME PART NUMBER BX BORE NOMINAL ACTUAL BY BZ X8 XD XE XF SO. KEY LU RU TU 324.326 TP, TPH 136731 1 1.001 10.32 1-38 2.15/16 13/32 2.7/8 1.15/16 1/4 132607 13/16 1.188 1/4.20 1.314 2.15/16 13/32 j 2-718 1-15/16 1/4 162458 1-1/4 1.251 1/4.20 1.3/4 2-15/16 13132 2-7/8 1.15116 1/4 132609 1.7/16 1.437 1/4-20 2.1/8 2.15/16 17/32 2.78 1 1.15/16 3/8 132610 1-1R 1.501 1/4,20 2.18 2.15/16 17132 2.78 1.15/16 3/8 108566 BLANK .751 - 246/16 1 - 2.78 1-15/16 - LU TU 364.365 TP, TPH 172113 1-3/16 1.188 1/4.20 1-3/4 3-13/16 13/32 3-6/8 2.3/4 1/4 172315 1-1/4 1.251 1/4.20 13/4 3-13/16 13132 3-58 2-3/4 1/4 366985 1.1/4 1.251 1/4.20 13/4 3-13116 17/32 3-58 2.3/4 38 172314 1-7/16 1.437 1/4.20 2.18 3-13/16 17/32 3-6/8 2.3/4 38 118296 1.1/2 1501 1/4.20 2.18 3-13/16 17/32 3.68 2.3/4 38 118295 BLANK .751 - 3-13/16 3-68 23/4 RU 364,365 TP, TPH 136731 1 1.001 10.32 1-38 2.15/16 13/32 2.78 1.15116 1/4 132607 1-3/16 1.188 1/4.20 1.3/4 2-15/16 13-32 2.78 1.15/16 1/4 162458 1.1/4 1.251 1/4.20 1-3/4 2.15/16 13/32 2.78 1.15/16 1/4 132608 1.1/4 1.251 1/4.20 1-3/4 2.15/16 17/32 2.78 1.15/16 38 132609 1.7/16 1.437 1/4-20 2.18 2.15/16 17/32 2.78 1.15/16 38 132610 1.1/2 1501 1/4.20 2.18 2.15/16 17132 2.78 1.15/16 38 106565 BLANK •751 - 2-15/16 - 2.78 1.15/16 LU TU 404.405 A444TP, TPA 172314 1.7/16 1.437 1/4.20 2.18 3-13/16 17132 168 2.3/4 38 118296 1-1R 1.501 1/4.20 2.18 3-13/16 17/32 3.68 2.3/4 38 118297 1-11/16 1.688 1/4-20 2.1/2 3-13/16 17/32 36/8 2.3/4 38 RU 404,405 TP, TPA 133000 1.3/16 1.188 1/4-20 13/4 3-13/32 13/32 3-18 2.13/32 1/4 133002 1-7/16 1.437 1/4-20 2.18 3-13/32 17/32 318 2.13/32 38 133003 1.1/2 1501 1/4-20 2.18 3-13/32 17/32 3-18 2.13/3238 149451 1.11/16 1.687 1/4.20 2.1/2 3-13/32 17132 3-18 2-13/32 38 133005 BLANK .751 - - 3-13/32 - 3-18 2.13/32 - SPECIAL COUPLING DIMENSIONS BX BORE SQ KEY PART NO. NOMINAL ACTUAL BY BZ SIZE X8 XD XE XF AJI tapped holm an unified national coarse. right hard thread. Coupling bon dimension -BX' is machined with a tolerance of -.DW'; +.001 up to F All rough carting dimensions may very by 1/4' due to costing variatioru. 1.1/2' bon inclusive. Larger bons -000"; +.002'. U.S. ELECTRICAL MOTORS DIVISION EMERSON ELECTRIC CO. Printed .n U.S.A. EFFECTIVE: MAY 1, 1986 ■..,�o. SUPERSEDES: PAGE 14 DATED SECTION : 505 DO NOT USE FOR CONSTRUCTION MARCH 25. 1984 PAGE : 16 PURPOSES UNLESS CERTIFIED VERTICAL ��(t�► M MOTORS DIMENSIONS FRAMES 324TP THRU 405TPA — TYPES RU, RUE (DRIPPROOF) — WEATHER PROTECTED TYPE 1 PUMP SHAFT. ADJUSTING NUT, AND LOCKING SCREWS ARE NOT FURNISHED WITH MOTOR NOHOW SHAFT BORE I 5/14 #88- 01457- 01458 XC CONDUIT OLES oil P z0 FRAME AJ AK Be ALL DIMENSIONS ARE IN INCHES BF XG BRACKET PART NO. 324, 326TP BASIC FRAME P. AA AS AC AF AG BE BV CD XC XO 9.1/8 320 183/8 3 15-3/16 11-6/8 4 328/8 11/16 11.1/16 28-7/32 4.7/32 21 — 360 18-3/8 3 15-3/16 11-6/8 4 35-9/16 11/16 14 31-61=,- 4.7/32 21 3/16 1 400 20.1/2 3 16.3/8 12-3/4 4 41-6/8 3/4 18.1/8 3615/16 4.9/16 23-M 161/2 11/16 1-718 188662 104, 40STPA 143/4 13-1/2 1/4 1 FRAME AJ AK Be BD MAX BF XG BRACKET PART NO. 324, 326TP 14.3/4 13.1/2 1/4 161/2 11/16 1.6/16 192169 324, 326TPH 9.1/8 8-1/4 3/16 12 7/16 1-0/16 192163 364, 366TP 143/4 131/2 1/4 161/2 11/16 14/16 192189 364, XSTPA 9.1/8 8.114 3/16 1 12 7/16 14/16 1192163 404, 405TT 143/4 13-1/2 1/4 1 161/2 11/16 1-718 188662 104, 40STPA 143/4 13-1/2 1/4 1 20 11/16 1-7/8 1 188664 ' =Ngw motor width. AK DIMENSION TOLERANCES 9-1/4 13.1/2 Conduit box opening mty be Warted in 9t" of 90 dev Su9wdnd r 911-1+ With Fur runout X04 F.I.R. X07 F.I.R. conduit opening down. pvmi 9ibi, Som vicity of mountifq rabbet "4 F.I.R. .007 F.I.R. ' AK dimermon 1.003 +.006 AN rough o99ting dimrriors mey very by 1/4' due to cm mietkmr 1" U.S. ELECTRICAL MOTORS DIVISION EMERSON ELECTRIC CO. Printed in U.S.A 41rrwaw. EFFECTIVE: OCTOBER 28,19U SECTION: 505 DO NOT USE FOR COWTRUCT1a SUPERSEDES: APRIL 24,19M PAGE 3 PURPOSES UNLESS CERTIFIE 60 -t7$ 7 "A. :USTOMER _rw7 4,7-nAYE ENFj. cOKP ERIAL NO. 68- G1957- 01-56 FIRST CHECK DY: DATE: 'YPE 22 ehL STAGE � FINAL CHECK BY: OATS: 10, UNITS REO'b. z ' y -AD N31DIJA3 tn CS) L ------ r--- CS) = ^� _ -.� _ 1in I X in im, F, to CS) 17 3 L Co z z a I CID W X 3 u a It w W L . . . . . . . . . . . (L IN 0 W w z II,..------- Ir Ito Ir am ..'92 C 41 0 N in m 3 z ... . ..... .. 1� 1-4 i w %J W w Z D 0 m LLJ W .......... i In Z jv 10 W Z Ul w t to I— w LLJ. CL. I C ... .. .. - ----- CIO �- L Z; 10 (D (n w - - -------- cr I x :(5 w W z z 0m (C co -co r. ... ...... 7-7 ---------- - f7, 1333 NI GV3H IM08 (L IN 0 fA u Z am Fa„ LLA LL. 0 LL >06 I.. Z (L 0 u z 1� 1-4 i w %J W w Z D 0 m W m i In Z Z 10 W 0 w t to I— w C I C L Z �- L 10 (D (n w cr I x :(5 w W z z 0m (C '�-lryll •h .: .:•. ." •.• '•'••. •.~ �+ •y Lll, .- IJVI Yr 1^ uj Ln LU W T. OJ �szcnM +'- Qi �_ - �•- - -- Vii, •__.':. .� ...' �„ 21.1 ul �. :...-moi --- � � :''� '.;; ..:: ��•..:. �#�-.:»:-�•_: � � Q Cl '" _•. _ � I•� •,- : �-c....::.' 1.R tit �_•;t h � �• _'' ,�" - poi z LAJ CC 't •• - jam_ •�:.':. :�' �? � � z z Q cr .: :�::: r :,• , :�� c ,..;. �. LES:.•'w ' "; Y r- W t z (r NI (3V34 IM 9 WEA 21 P.05 \ 0 - d 0 :D H 1 1 23 —1 H :1 E3 H 1 -t— - T T Fa CO W r..^_ — t- — :_1 11 415" 39 4 " 23'-1" Peabody Floway VERTICAL 1/4 -NPT TAP 164" 123" f DIA. --*- 21"DIA. TURBINE TVOC "C" � a1I IT, Fa D -1093-A i--4- e " DIA. HOLES APPROX. WEIGHT # MOTOR 930 DISCH. HD. 1380 �- SOLE PLATE 200 Q. COL. ASSY. 1620 BOWL ASSY. 950 F0— 30" SQ—� DISCHARGE t6"— 150t—R.F.ANSI. FLG. (16) 1-1/8 DIA. HOLES 21-1/4" DIA. BOLT CIRCLE 23-1/2" DIA. FLANGE * BOLT HOLES STRADDLE VERTICAL q MOTOR TOTAL WT. 5080 CERTIFIED FOR CONSTRUCTION OUR ORDER No.:88-01457-58 CUST. ORDER No.: 3157 BY: 77 DATE:_ 1//2//89 PUMP MAKE U.S. 16"X16-1/2" "F" STL. DISCH HD. ENCLOSURE WP—' 1-11/16" LINE SHAFT 16" COL TYPE VHS NRR YES ---- SHAFT TUBE HP 75 RPM 1170 PROD.LUBE YES OIL LUBE NO PHASE 3 HERTZ 60 TYPE 22 BKL STAGE 1 VOLTAGE 460 4200 GPM 49' TDH FRAME N0. 405 TP IMPELLER ENCLOSED TYPE COUPLING THREADED STRAINER YES � 1St. IMP. M ATERI AL COL PIPE •250 W. STL FLANGED PUMP BOWL A48-CL.30 C.I.E. LINE SHAFT A108-GR.1045 STL. IMPELLER 8584-838 BRZ. SHAFT TUBE ---- BEARINGS(eowi.) RUBBER/BRZ. BOWL SHAFT A582-416 S.S. BEARINGS(UNESHAFO NEOPRENE SHAFT PACKING J.C.#1340 STRAINER STAINLESS STL. SOLE PLATE A 283—GR.0 STL. BOWL W/R ---- BRG.RETAINER DUCTILE IRON IMPELLER W/R ---- 4" MIN. DIA. N ON REMARKS NO. UNITS REQ'D.2 LOW LIFT RAW WATER PUMPS - 6MGD REV# 1 7/26/88 REVS! 2 4/20/89 REV# 3 11/17/89 12554 By : JSH DCte : 3/7/88 FLUID WATER SPEC. GRAVITY 1.0 VISCOSITY ---- TEMPERATUREAMBIENT PH ---- NOT TO BE USED FOR CONSTRUCTION UNLESS CERTIFIED CUSTOMER N. ANDOVER ORDER NO. 3157 SUPPLIER INTERSTATE ENGINEERING CORP. 193 JEFFRSON AVE. SALEM, MA 01970 DWG. N0. 88-01455-4 SERIAL NO. 88-01457-58 LE•_ -'ter.-:: , TUE 1- ..w.rr,,,,, r -U9 TUE jL c> 473 7C MTERSTAi NO.ydr i' W CORP us .E MOTORS WPLNUT,l:AM4) COSTOMER... lowar E RICAL MOTORS p.o. N" 30476 PERft1RMANCE DATA HP 40 PHASE/HERtx 3/60 P. o4 USEm Ru. NSR( __� Lill �� Jos NNbk4-d&s R ��- - -nom.. J performance Dots salad oa Standard Root of IEEE, IIS . and MMA Eo 4 a AD f �M SP ED apMF:: Nex. rrPE 0900 365TP RUE CURAtW • AMPERES INSULATIONCLAM UEMR*Es VOLTS FULL LOAD tt cuo ROTOR __ 460 1 51,1 l 270.0 1 F I as°c ENCLOSURE . � p -i 1 SERVICE fAo R i �.ls rfAtkson ToR(3UE AT FULL YOLTAOE l K Effloct4CY p1R�ECILY 1Vt 1.SURED % POWER FACtOR LOCKED PULL-out}tP OE FULL LOAD (SWTINO) (BREAKtyCVM oDE tMER FULL 914 1/2 Felt 3/4 t/2 LOAD (L6. ft.) pERCENT OF fUtt LOAD LOAD LOAD LOAD LOAD WAD 92.0 92.0 91.5 79.5 75.5 S b6•0 239 125 0204 p� It, I'm �f gieiency Des.s�a s rfAtkson DEC -ter•- _:' T u 1 E. : �z i 1 Ht t?Hr-:LC .... R.,E-.-•.�.-a^�' F `� TUE lea. :4:5 2 MTERST AY'M ENG NI c N RP P. 84 US MOTORS WALNUT►CAM4.)5Q4-��� uoGUT4MR lows 11,5. ELWRICAL MOTORS P.O. Na 39476 USEM Ru. NIIA JO$ � PERrOPAANCE DATA MARS perTormanco Wta Eosad on 5tdndord W41 of IEEE, ASA and NE" }{P PP0 WAD FULL LOAD S D RPM SPEED RPMP36 R' TYPE ENCLOSURE . . 90 4900 �7S RUR IWE'-I +CURRENT • AMPERES INSULATION RISE SERVICE PHAStItitR1x VOLTS FULL LOAD IGCl:fet3 ROTO CLASS EM l $I$v. fACt4R 3/60 460 51.7 270.0 r sa°c ills % EFFtCtENCY % POWER FACTOR DiRECtLY MEASURED FULL 1 :/4 1/2 LULL I31' t/2 LOAD t00 LOAD TOAD toAo LQA+ ToRnu6 AT Putt VOLTAGE l LOCKED Putt-outrAj a FULL Lana {sTARTSNG) (8Rp=W-N- LETTER (L6' Ft.) pERCENT OF FULL LOAD 92.0 92.0 91.5 79.5 73.5 68.0 239 125 ,2q4 p' 8 f ppr„emiusn lf_ficiency, Designs trlv�tG�tS4N , Peabody Floway VERTICAL TURBINE TYP E "F" 35169. PUMP /-4- a " . DIA. HOLES APPROX. WEIGHT ## MOTOR 705 DISCH. HD. 1300 �- SOLE PLATE 200 Q. COL. ASSY. 2080 BOWL ASSY. 1100 TOTAL WT. 5385 1/4 -NPT I TAP tom— 30" SQ—�i 38 4 - 16 1 23'-1" 4" MIN. DIA. REMARKS NO. UNITS REQ'D.2 LOW LIFT RAW WATER PUMPS - 4MGD REV# 1 7/26/88 REV# 2 4/20/89 REV# 3 11/17/89 DISCHARGE t4" - 150#-R.F.ANSI. FLG. (12) 1-1/8 DIA. HOLES 18-3/4" DIA. BOLT CIRCLE 21" DIA. FLANGE * BOLT HOLES STRADDLE VERTICAL q MOTOR PUMP MAKE U.S. ENCLOSURE WP -I TYPE VHS NRR YES HP 40 RPM 880 PHASE 3 HERTZ 60 VOLTAGE 460 FRAME N0. 365 TP TYPE COUPLING THREADED D -1093-A 14"x16-1/2" "F" STL. DISCH HD. 1-1/2" LINE SHAFT 14" COL ---- SHAFT TUBE PROD.LUBE YES OIL LUBE NO TYPE 20 MKL STAGE 1 2750 GPM 42' TDH IMPELLER ENCLOSED STRAINER YES - � 1st. IMP. MATERIAL COL PIPE •375 W. STL. FLANGED PUMP BOWL A48-CL.30 C.I.E. LINE SHAFT A108-GR.1045 STL. IMPELLER 6584-838 BRZ. SHAFT TUBE ---- BEARINGS(sow-) RUBBER/BRZ. BOWL SHAFT A582-416 S.S. BEARINGS(UNESHAF'f) NEOPRENE SHAFT PACKING J.C.#1340 STRAINER STAINLESS STL. SOLE PLATE A 283-GR.0 STL. BOWL W/R ---- BRG.RETAINER DUCTILE IRON IMPELLER W/R ---- FLUID WATER SPEC. GRAVITY 1.0 VISCOSITY ---- TEMPERATURE AMBIENT PH ---- AIAT TA OC I Icon CUSTOMER N. ANDOVER ORDER N0. 3157 SUPPLIER INTERSTATE ENGINEERING CORP. 193 JEFFRSON AVE. SALEM, MA 01970 DWG. N0. 88-01455-2 CFRIAI Nn 88-01455-56 • VERTICAL MOTORS MOTORS DIMENSIONS �.� DRIVE COUPLINGS FOR FRAMES 324 THRU 405 HOLLOSHAFT MOTORS X6 XF J BZ Dil. GIB KEY- WAY BX XE y XD BYdAP 4•N0LES ALL DIMENSIONS ARE IN INCHES SPECIAL COUPLING DIMENSIONS TYPE FRAME PART NUMBER BX BORE NOMINAL ACTUAL BY BZ XB XD XE XF SQ KEY LU RU TU 324,326 TP, TPH 136731 1 1.001 10.32 1.3/8 2.15/16 13/32 2-78 1-15/16 1/4 132607 1-3/16 1.188 1/4-20 1.3/4 2.15/16 13/32 2-78 1.15/16 114 162458 1.1/4 1251 1/4-20 1.3/4 2-15/16 13132 2.7/8 1.15116 114 132609 1.7/16 1.437 114.20 2.1/8 2.15116 17/32 2-7/8 1-15/16 3/8 132610 1.1/2 1501 1/4-20 2.1/8 2.15/16 17/32 2.78 1-15/16 38 108565 BLANK .751 - - 2.16/16 2.718 1-15/16 LU TU 364,365 TP, TPN 172313 1.3/16 1.188 1/4.20 14/4 113/16 13/32 I 3.68 2.3/4 1/4 172315 1-1/4 1.251 1/4.20 14/4 113/16 13,"32 1 3-58 2-3/4 1/4 366965 1-1/4 1251 114-20 1-3/4 113/16 17/32 338 2.3/4 7/8- 8172314 1723141-7/16 1.437 1/4-20 2.18 113/16 17/32 33/8 24/4 3B 118296 1-1/2 1.501 1/4-20 2.18 3-13/16 17132 338 24/4 38 118295 1 BLANK .751 - - 113/16 35/8 2.3/4 I RU 364.365 TP, TPH 136731 1 1.001 10-32 1.38 2.15/16 13/32 2.78 1.15116 1/4 132607 1-3/16 1.188 1/4-20 1-3/4 2.15116 1132 2.78 1-15/16 1/4 162458 1.114 1251 1/4.20 1-3/4 2.15/16 13/32 2.78 1-15/16 1/4 132608 1-114 1251 1/4-20 14/4 2-15/16 17132 2.78 1.15/16 38 132609 1-7/16 1.437 1/4.20 2.18 2.15/16 17132 2.78 1.15/16 38 132610 1.1/2 1.501 1/4-20 2.18 2-15/16 17132 2-78 1.15/16 38 108566 BLANK .751 - 2.15/16 - 2.78 1.15/16 - LU TU 404.405 A444TP, TPA 172314 1.7/16 1.437 1/4.20 2.18 113/16 17/32 3.6/8 2.3/4 38 118296 1-1R 1501 1/4-20 2.1/8 113/16 17/32 1 358 2.3/4 38 118297 1-11/16 1.688 1/4-20 2.1/2 113/16 17/32 336 2-314 38 RU 40-4,405 TP. TPA 133000 14/16 1.188 114.20 1.3/4 3-13/32 13132 3-18 2.13132 1/4 133002 1-7/16 1.437 1/4-20 1 2.18 113/32 17/32 3-18 2-13/32 38 133003 1-1/2 1501 1/4-20 2-1B 113132 17/32 3.18 2.13132 38 149451 1.11/16 1.687 1/4.20 2-1/2 113132 17132 3.18 2.13/32 3B 133005 BLANK .751 - - 313!32 - 118 2.13/32 - SPECIAL COUPLING DIMENSIONS AJI tapped holes at unified national ooana, right hand thread. A rcCoupiirnq bon dimension "SX" is machined with a toienrno of -.000": +.001 up to All -9h crtin4 dimension may very by 1/4" due to carting wariatimr. 1.1/2" bon inclusive. Larger bons -.000"; +D='. EFFECTIVE: U.S. ELECTRICAL MOTORS DIVISION EMERSON ELECTRIC CO. Printed in U.S.A. MAY 1.1966 ,3aw�w�o� :UPERSEDE3: PAGE 14 DATED SECTION : 505 DO NOT USE FOR GONSTRI;CTION Y10r-u �c •m• w . ..� 1 C PART NO. BX BORE BY BZ Sia KEY SIZE X8 XD XE XF NOMINAL ACTUAL AJI tapped holes at unified national ooana, right hand thread. A rcCoupiirnq bon dimension "SX" is machined with a toienrno of -.000": +.001 up to All -9h crtin4 dimension may very by 1/4" due to carting wariatimr. 1.1/2" bon inclusive. Larger bons -.000"; +D='. EFFECTIVE: U.S. ELECTRICAL MOTORS DIVISION EMERSON ELECTRIC CO. Printed in U.S.A. MAY 1.1966 ,3aw�w�o� :UPERSEDE3: PAGE 14 DATED SECTION : 505 DO NOT USE FOR GONSTRI;CTION Y10r-u �c •m• w . ..� 1 C VERTICAL MOTORS DIMENSIONS MOTORS �� FRAMES 324TP THRU 405TPA -- TYPES RU, RUE (DRIPPROOF) -- WEATHER PROTECTED TYPE 1 i PUMP SHAFT - - -- - — - LOCKING SC FURNISHED HOLLOW SHAFT BORE I -SIN 88-0/455 -0/456 BF -4 HOLES AA -SIZE CONDUIT ALL DIMENSIONS ARE IN INCHES m1sm 109j.7-011, BASIC FRAME P. AA AS AC AF AG BE 6V CD XC XO 320 18-3/8 3 15-3/16 11-6/8 4 32-6/8 11/16 11.1/16 28.7/d2 4-7/32 21 360 18-3/8 3 15-3/16 11-6/8 4 36.9/16 11/16 14 31-6/32 47/32 21 400 MI/2 3 16.3/8 12.3/4 4 41-6/8 3/4 18.1/8 36.15/16 4.9/16 23-3/1 FRAME AJ AK B8 BD MAX. BF XG BRACKET PART NO. 324, 326TP /4344 13.1/2 1/4 16.1/2 11/16 1.9/16 192169 324, 326TPH 9.1/8 8-1/4 3/16 12 7/16 1-9/16 192163 364, 365TP 143/4 13-1/2 1/4 16.1/2 11/16 14/16 1921618 364, 36STPA 9.1/8 8.1/4 3/16 12 7/16 1 1.9/16 192163 404, 40STP 14-3/4 13-1/1 1/4 16.1/2 11/16 1 1-7/8 188862 404.405TPA 1 14-3/4 1 13-1/2 114 1 20 11116 1 1.7/8 188664 • Largest motor width. Conduit box opening may be loadd in rmps of 90 degree Standard a dawn with conduit opening down. AM rough casting dimensions may very by 1/4- due to carting veriatiom O. U.S. ELECTRICAL MOTORS DIVISION EMERSON ELECTRIC CO. ,Anted m u.5 ao"-sem EFFFelnvt• CJZ(`.TInM • r%nS __.. ,_..... ..s ..'u.r►errRr TOLERANCES AK DIMENSION 8.1/4 13-1/2 Face runout AM F.I.R. X07 F.I.R Parmisubla aoesnvicity of mounting rabbet 'JM F.I.R. .007 F.I.R AK dimension +403 += "84 26160 040) 60' Z F- 60 277 by ' 1 I i D/A, I CUSTOMER Z/VTERSTATE EA/6• C q(p 88- 0/455- 0/45 HERIAI NO. FIRST CHECK BY: PATE: i TYPE 20 MKL STAGE FINAL CHECK BY: DATE: 2 i [{O. UNIT RECD � z p m m Ln CA b CD 6 �� r' w --4 2)Irn Oz 0 MH Q< 1"1 / 1 (D• m N 70 G G) (D co 1[►1mm 003) Z70m1� rin CZ�CI r�rd-�' woo -mo lr2-�i0 M NH N •J .. kDN31DI333 13 NiT -H-8 U') cc tn lz z a I H ;m L u (Z X w w LLJ X 2: 7 tu C m 3 Z (D LL CL H ;m L ui w Lu I z D M G N I^ L U Z i (9 m m 1 z y LL. LC Lu! >- LU0 CL d icq CL, z z ad CL a I I (D H ui w w I z D M i (9 m in 1 z z — Ito ui 0 m T w Ly ". ►- w <1 I <1 U- r- i m U- m V) w 0 Z Z 0) C th