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50 FORT AVENUE - BUILDING INSPECTION 5O F o �T V Lniversel® U V 2112 50 Fort Ave. J -� CITY OF SALEM, MASSACHUSETTS BUILDING DEPARTMENT 120 WASHINGTON STREET,3-FY.00R TEL. (978) 745-9595 KIMBERLEY DRISCOLL FAX(978) 740-9846 MAYOR THOMAS ST-PIERRE DIRECTOR OF PUBLIC PROPERTY/BUILDING COMMISSIONER June 22,2017 Alan Taubert Executive Director SESD 50 Fort Avenue Salem, Ma. 01970 RE: 50 Fort Avenue It has come to our attention that the following items needs to be corrected. Eye Wash Stations needs to be repaired or replaced. Hand washing sink needs to be repaired or replaced. All plumbing matters must be done by a licensed plumber and inspected. Please contact this office upon receipt of this letter. Thank you for your attention on this matter. S'paqely, r Dennis Ross Plumbing& Gas Inspector MEMORANDUM Tighe&Bond South Essex Sewerage District - Sanitary Sewerage System Cleanings Receiving Facility Construction Control Affidavit To: Thomas J. St. Pierre, Inspectional Services Director FROM: Frederick A. Mueller, P.E. Cory: Robert St. Martin, P.E. Ryan Pavlica Robert Szmyd, P.E. Alan Taubert, P.E. FILE 5-1784/ Construction/Closeout DATE: October 26, 2012 The purpose of this memorandum is to provide certification that the Sanitary Sewerage System Cleanings Facility Project at the South Essex Sewerage District Wastewater Treatment Facility (WWTF) has been completed in accordance Controlled Construction requirements. This project has been completed in accordance with the previously submitted plans and specifications in accordance with 780 CMR the 81h edition of the Massachusetts State Building Code. Photographs of the completed building extension are included for your files. Please feel free to contact Frederick Mueller at 860-704-4768 or famueller(a)tighebond.com should you have any additional questions regarding this project. Final Construction Control Affidavit — Structual Engineer of Record I, Robert St. Martin, Massachusetts Registration Number 43230 being a registered professional Engineer hereby certify that I have supervised the observation of the structural and architectural work associated with the Sanitary Sewerage System Cleanings Receiving Facility Project at the South Essex Sewerage District Wastewater Treatment Facility and to the best of my knowledge, information and belief, the work has been performed in accordance with the approved plans, provisions of 780 CMR the Massachusetts State Building Code and other pertinent state and local laws, rules and regulations. I further certify that on this date 10/26/12, the work completed complies with the plans, specifications and applicable codes. Therefore, I request a certificate of occupancy for the above referenced facility for the South Essex Sewerage District. jROBERT�S��G v . -VST.MAFlTIN 0 STRUCTURAL " < No.4,U30 Seal & Signature MEMO Tighe&Bond Final Construction Control Affidavit I, Todd M. Brown, Massachusetts Registration Number 37634 being a registered professional Engineer hereby certify that I have observed or supervised the observation of the work associated with the Sanitary Sewerage System Cleanings Receiving Facility Project at the South Essex Sewerage District Wastewater Treatment Facility and to the best of my knowledge, information and belief, the work has been performed in accordance with the approved plans, provisions of 780 CMR the Massachusetts State Building Code and other pertinent state and local laws, rules and regulations. I further certify that on this date 10/26/12, the work completed complies with the plans, specifications and applicable codes. Therefore, I request a certificate of occupancy for the above referenced facility for the South Essex Sewerage District. 0r -44 p� TODD Ili 9� BROWN c O No.37&14 m o SANITARY ZZ h �Fqf rs O � Seal & Signature 3:\5\51784\Constru Rion\Closeout\Final Controlled Construction Affidavit Memo 082412.doc -2- 04-08-2005 09:23am From-TIGHE BOND +4135621426 T-463 P.002/002 F-T6TCop I Tigher6l.Z.Ond Consulting Engineers Environmental Specialists AFFIDAVIT PROJECT TITLE: Upgrade of Wastewater Treatment Plant, Residuals Management and Odor Control Facilities, Contract 04-1 PROJECT LOCATION: 50 Fort Avenue PROJECT OWNER: South Essex Sewerage District I certify that to the best of my knowledge, information and belie). the plans and calculations are in accordance with the requirements of the Massachusetts Stale Building Code and all other pertinent laws and codes. I also certify that I shall perform the necessary professional sery Aces and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the Contract Documents approved for the building permit. Engineer: -So4t jS r'o(t�orF Mass Reg. (sei,l) 0 Address: 1 04er 6CA)Q, rk)C, _ aoFmFIL yN STOTMFP o NU.30ag8 /_ • SANITARY w 53 apt)P l{'E}�I1q Ar c 12f� goy�fgrstfe��`� W��i I—ICC.1� A4 d1Q4_ _ fSSrONAIf-pG` c Phone:_ 4(0� — Signature: Date: 53 Saulhampton 1(nacl Westfield. MA 0 108 i Tal. 913-562.140 Fax. 413 562.5317 )ffices: f3ofozos Fens, VT Da.n.burg. CT• AHddierou+n, C7 Sheiron. t ,' Poeasse(. MA Worces(er. ATA Origmul Printrd on n•cyrlvd pnprr 3 Tity of *31Em, mttssac4usetts tf' Public Prapertg Department Nuilaing i0epartment (One Belem Green 508-745-9595 Ext. 300 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer June 23, 1994 Randy Sims S.E.S.D. , 4 Fort Ave. , Building #1 Salem, MA 01970 Dear Mr. Sims: As we have discussed over the telephone, complaints have been received regarding the abandoned buildings on Fort Avenue that are currently owned by S.E.S.D. These properties must be kept free from all debris around the exterior and the buildings must be kept secured. Thank you in advance for your anticipated cooperation in this matter. Sincerely, Leo E. Tremblay Inspector of Buildings LET:bms cc: David Shea Councillor Ahmed, Ward 1 \SESD\ r �1 7 3 Cftp of Salem, ltlamwbu5ettz Public Propertp Department JBuilbing Department (One 91a1em Oreen (976) 745-9593 ext. 360 Peter Strout Director of Public Property Inspector of Buildings Zoning Enforcement Officer September 8, 1999 Mario A. Vecchario, P.E. 10 Cambridge Center Cambridge, Ma. 02142 RE: 50 Fort Avenue Dear Mr. Vecchario: Per our meeting on September 7, 1999 at SESE, this is the list I have comprised. Please contact me if this list doesn't coincide with yours. Look foreword to your cooperation in this matter. Sincerely, Frank R. DiPaolo Assistant Building Inspector Cttp of *alem, j1HaggaCbU!5ett!5 Public Propertp Department a jBuilbing Department (One balem green (978) 7459593 4r-xr. 380 Peter Strout Director of Public Property Inspector of Buildings Zoning Enforcement Officer . SESD 50 FORT AVE Process Bld Exit Sign—Elev. 27—Illumines 2 Exit Signs—Electric Rooms 3B BLD. 1 Exit Sign Emergency light out 3C BLD. 2 Exit signs Emergency—Control Room Exit sign 2 Exit signs — Oxygen Secondary Influent Room Exit signs—MC Panel Room Exit signs—Control Room * Check with Charley on Fire Dept sign off eftp of 'alem, jT1a5!5aCbUgCtt5 \ �s Public Propertp Department 9Builbing Department One balem green (976) 745-9595 ext. 360 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer Matt I' ll ., 1990 T) S-Co - 1-tor tensor/ W/ CLL' LI J"I 0 Fort Avenue Jalern. Mass . D191 D RE : JEJD- Administration Building Dear Randy: On Friday, i;ay 8 , 7.998 an insaection of the Administration Building was conduct with a representative of your office and the following items need to be completed before a Certificate of Occupancy can be issued . i . Install illuminated exit siKns a . 111echanics shop exit ( 1 sign) b . Maintenance area ( 2 signs ) c . Administration area ( 1 sign) 2 . Install signage of door a . Lab flammable and gas storage 3 . Install and fix door closer on doors in egress corridors . Thank you in advance for your anticipated cooperation in this matter . Sinc' re _ Kevin G. Goggin Assistant Building Inspector KGG: scm 41 SERAFINI, SERAFINI AND DARLING ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 JOHN R. SERAFINI. SR. TELEPHONE JOHN R SERAFINI. JR. 978-744-0212 JOHN E. DARLING 781-381-2743 JOSEPH C CORRENTI TELECOPIER 978-741-4683 February 24 , 1998 Leo E. Tremblay, Inspector of Buildings City of Salem One Salem Green, 2nd Floor Salem, Massachusetts 01970 RE: South Essex Sewerage District Contract No. 93-1, Wastewater Treatment Plant Upgrade Dear Mr. Tremblay: I am writing further to my letter to you of December 1, 1997 and our recent telephone conversation concerning the above contract. The District's consulting engineer, Camp Dresser & McKee Inc. has analyzed the work added to Contract No. 93-1 by Change Orders No. 1 through 18 in accordance with the Agreement dated October 19, 1995 between the District and the City to determine what part of the work is subject to the building code and, hence, to building permit fees. The analysis shows that of the estimated $1, 443, 733 . 00 in change order work since Contract No. 93-1 was signed in September 1994, $1, 245, 652 . 00 is subject to the building code. A detailed breakdown is enclosed. Accordingly, under the Agreement the applicable additional building permit fee is $7,476. 00 (1,246 x $6. 00 per thousand) and the additional electrical permit fee is $2 ,492 (1, 246. 6 x $2 . 00 per thousand) Two checks from the District in payment of these amounts are enclosed. The total amount of the change orders is referred to as "estimated" because all of the change orders have not been finalized pending resolution of claims unrelated to the value of the work. Accordingly, the amount subject to the code is not expected to change. t Leo E. Tremblay, Inspector of Buildings February 24 , 1998 Page 2 If there is any additional change order work the District will prepare an additional analysis. If any questions arise, please feel free to call. Since//rely, John E. Darling Y JED: jaf cc: Raymond G. Bouchard Arthur A. Knight, Jr. Raymond D. Masak SOUTH ESSEX SEWERAGE DISTRICT 50 FORT AVENUE, SALEM, MASSACHUSETTS 01970 REMITTANCE STATEMENT INVOICE DATE REFERENCE INVOICE AMOUNT DISCOUNT NET AMOUNT 2/23/98 Contract No. 93-1 $7,476.00 $7,476.00 Change Orders 1-18 Building Permit fee SOUTH ESSEX SEWERAGE DISTRICT _ 002051 5-137110 50 FORT AVENUE Fleet Bank SALEM, MASSACHUSETTS 01970 CHECK NUMBER DATE 002051 b-'231$8.98 VOID OVER $711V1§AP9R 90 DAYS THE SUM OF D7,476dols 0 Octs PAY THIS AMOUNT Pay TORE City of Salem ***$7,476.00******** ORDER SOUTH ESSEX SEWERAGE DISTRICT OF CAPITAL PROJECTS FUNDS XUTHO#ZZED SIGNATURE u1000020S111' 1:0LL000L381:937263...83S6n■ (� FOR DEPOSIT ONLY TO THE CREOrr OF CITY OF SALEM,MASS PUBLIC PROPERTY DEPARTMENT /0 �� r�¢�,� I � 7 i ROBERT J. PROVENCHER PRESIDENT 508-777-1348 I. P.O. Box 369 Middleton, MA 01949 SERAFINI, SERAFINI AND DARLING ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS01970 JOHN R. SERAFINI, SR. TELEPHONE JOHN R. SERAFINI.JR. 506-744-0212 JOHN E. DARLING 617-561-2743 ELLEN A. WINKLER TELR ' JOSEPH C. CORREN TI 506-741741-46-46 83 April 5, 1995 Leo E. Tremblay Inspector of Buildings City of Salem One Salem Green Salem, Massachusetts 01970 RE: South Essex Sewerage District Contract 93-1, Wastewater Treatment Plant Upgrade Dear Mr. Tremblay: I am writing further to my letter of February 9, 1995 concerning the calculation of the building permit fee for the above project. The District ' s design engineer, Camp Dresser & McKee Inc. ("CDM") , has now received and evaluated the general contractor's detailed schedule of values for the project. CDM has given the District a revised analysis of the portions of the project which are subject to the state building code based on its knowledge of the project and the revised information supplied by the general contractor. A copy of CDM' s memorandum is enclosed. the memorandum concludes that the portion of the project subject to the building code and thus to a building permit fee is $58, 578, 242. 00. As referenced in the memorandum, this is a change from CDM's evaluation of November 11, 1994 which showed $78, 068, 169 . 00 as the portion of the project which is subject to the code. The difference became apparent when the contractor submitted its corrected cost breakdown which showed that certain capital items for the project had been improperly included in its earlier breakdown as subject to building permit fees. The capital items in question are machinery, piping and like installations which are used for the treatment process. Such capital items are distinguished from piping and machinery which is necessary to support building systems such as heat and sanitary plumbing, for r Cfti Leo E. Tremblay April 5, 1995 Page 2 example. Capital items have been held to be not subject to the code, whereas items for building systems are so subject. As noted above, in accordance with CDM's March 31, 1995 memorandum, the portion of the project subject to the code and, therefore, subject to a building permit fee is $58, 578, 242 „ 00. Under the Salem Code this would yield a permit fee of $351, 479 . 00 ($5. 00 application fee plus $6. 00 per thousand dollars of valuation or frac-tion—thereof) . The Distri�-c�previous yl paid to tife—City 468, 414 . 00, pending resolution of this matter. The overpayment of $116,935. 00 should be credited against the electrical permit fee for the project. Under the Salem Code, the electrical permit fee would be $117, 158 . 00 ($2 . 00 per thousand) . Applying the credit, this would leave $223 . 00 as payable by the District for the balance of the electrical permit fee. I believe that the plumbing fee has already been paid. The District would like to reach an amicable resolution with the City on this matter and will have its engineers available to review their memorandum with you. Please let me know when you have some time available and I will arrange a meeting. Sincerely, ohn E. Darling JED: jaf Enclosure cc: Robert A. Ledoux, Esq. Charles F. Quigley Arthur A. Knight, Jr. Raymond D. Masak William Mackey James Maher THE MASSACHUSETTS STATE BUILDING CODE SECTION 116.0 DEMOLITION OF STRUCTURES 116.1 Service connections: Before a building or structure can be demolished or removed, the owner or agent shall notify all utilities having service connections within the building or structure, such as; water, electric, gas, sewer and other connections. A permit to demolish or remove a building or structure shall not be issued until a release is obtained from the utilities, stating that their respective service connections and appurtenant equipment,such as; meters and regulators have been removed or sealed and plugged in a safe manner. 116.2 Lot regulation: When a building or structure has been demolished or removed and a building operation has not been projected or approved, the vacant lot shall be filled with nonorganic fill, graded and maintained in conformity with adjacent grades. The lot shall be maintained free from the accumulation of rubbish and all other unsafe or hazardous conditions which endanger the health of the public; provisions shall be made to prevent the accumulation of water or damage to any foundations on the premises or the adjoining property; and the necessary retaining walls and fences shall be erected in accordance with the provisions of Article 30. SECTION 117.0 MOVED STRUCTURES 117.1 General: Buildings and structures moved into or within the jurisdiction shall comply with the provisions of this code. SECTION 118.0 FEES t11.8.1—General:fApermit shall not be issued`to begin work fbr new construction, alteration, removal, demolition or other building operation until the fees prescribed by municipal ordinance or bylaw shall have been paid to the city or town collector or other municipal agency,authorized to.collect such fees.f 118.2 Other fees: The payment of the fee for the construction, alteration, removal rr demolition and for all work done in connection with or concurrently with the work contemplated by a building permit shall not relieve the applicant or holder of the permit from the payment of other fees that may be prescribed by law or7 ordinance for water taps, sewer connections, electrical and plumbing permits erection of signs and display structures, marquees or other appurtenant structures, f or fees for inspections, certificates of use and occupancy or other privileges or requirements, both within and without the jurisdiction,of.the,building department. 1-20 780 CMR - Fifth Edition § 7-2 SALEM CODE § 7-2 (a) There are hereby established provisions relating to fees: (1) Whoever applies for a building permit shall pay at the time of filing his application the fee established under this chapter of the Code of Ordinances of the City of Salem. All fees shall be paid in cash or by certified check payable to the City of Salem. (2) For solid fuel burning appliance, a fee of fifteen dol- lars($15.00)shall be charged. A minimum fee of twenty dollars($20.00) shall be charged for all building per- mit applications, including new construction, alterations, repairs, •remodeling, and all swimming pool and sign construction?The exact fee shall consist of five dollars ($5.00) application fee plus six dollars ($6.00) per one thousand dollars ($1,000.00) or fraction thereof of the estimated construction cost. (3) The estimated construction costs shall be figured at (current local average building costs as determined by (the inspector of buildings, but must be reasonabfy ibased upon reference to F.W. Dodge valuation service or other recognized valuatio_n_m_a_nu_al[except]as herein established: t w 1-For new single- and-t�vo-family dwellings the es- timated cost shall be established at•forty-five dol- lars($45'oorp S n o0 bRf[d6r area.includ- ing attached garages a a itable�'aseinents. The same formula shall be applied to additions-to exig buildings.-IFor all other new constructIto the estimated cost shall be established at fo-five dollars ($45.00) per square foot of floor a tThe same formula shall be applied to addition `existing buildings._ 2. The fee for demolitions or moving of a building or structure shall be at the rate of two dollars($2.00) per one hundred (100) square foot gross area and there shall be a minimum fee of fifteen dollars ($15.00). 3. A minimum fee of twenty dollars($20.00)shall be charged for all building permit applications for Supp.No.19 522 l of aliem, tt sMr�rusE## .�� Pertrirall Btpztrttnntt .atl �.Ulriflr laity Elertridan 44 Kafarrette 5t_ *alem, Ittea. 01970 Area Qlaae 617 743-6300: TO : REILLY ELECTRIC COMPANY/OSTROW ELECTRIC COMPANY MR . DAVID WEST 9 MASON STREET WORCESTER , MASSACHUSETTS 01609 FROM: PAUL M. TUTTLE , CITY ELECTRICIAN SUBJECT: S . E . S . D . - 50 FORT AVENUE BUILDING PERMIT 581-94 DATE : JANUARY 13 , 1995 PLEASE BE ADVISED , THE ELECTRICAL PERMIT FEE FOR THE ABOVE LOCATION $156 , 136. 00 ( BUILDING PERMIT VALUATION $78 ,068 ,169 X $2. 00 PER THOUSAND) IF I CAN BE OF ANY ASSISTANCE , PLEASE FEEL FREE TO CALL ME . PAUL M. TUTTLE CITY ELECTRICIAN CC : MAYOR NEIL J HARRINGTON DAVID SHEA, CHIEF ADM. AIDE LEO TREMBALY , BUILDING INSPECTOR REILLY ELECTRIC COMPANY DIVISION OF OSTROW ELECTRIC CO., INC. Electrical Contractors • Engineers IPyes I( 36 OLD GRANITE STREET, MANCHESTER, NH 03101 3 TEL. (603) 669-4240 FAX(603) 669-4245 'f/- 9y March 13, 1995 a ^+ a ' City of Salem Building Department 44 Lafayette Street Salem, MA 01970 Attention: Paul Tuttle, City Electrician -. Re: SESD Waste Water Treatment Plant Upgrade Salem, Massachusetts Dear Paul: Enclosed please find our Permit Application for subject job. We regret the delay in its submission; as you can imagine, there has been a good bit of legal research and discussion that has had to be conducted given the tremendous expense involved. (See enclosed letter from Joe Corwin). Be assured that in the past month, the bulk of our work has consisted of demolition and relocation of exposed conduit and cable in the existing Operations Building. Thus, this work is available to your Department for inspection at any time. Similarly, we do not contemplate any concealed work in the near future. We trust that with the receipt of this application, the City will not deny inspectional services to Reilly and the Sewer District while the gnesycn of responsibility for payment of the fee is determined. Thank you for your patience and understanding in this matter. Very truly yours, Timothy P. Sullivan Construction Manager jdm cc: Dave West Enclosures �/,. 1.F,,s Office Use Only � e (IIumawnwe"10 of ffinLlsswflPermit No. ftnu"tatent of Ilubtic 3%fetg Occupancy& Fee Checked • BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 3190 (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code, 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date January 30 , 1995 City or Town of Salem To the Inspector of Wires: The udersigned applies for a permit to perform the electrical work described below. Location (Street & Number) 50 Fort Avenue Owner or Tenant South Essex Sewer District _ Owners Address Same as above Is this permit in conjunction witty a building permit: Yes ® No ❑ (Check Appropriate Box) Purpose of Building Waste Water Treatment Plant Utility Authorization No, Existing Service Amps ---/ Volts Overhead ❑ Undgrnd ❑ No. of Meters New Service Amps —J Volts Overhead ❑ Undgrnd ❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work —_Addition and Alterations per Plans and Specifications available for inspection at jobsite. No. of Lighting Outlets No. of Hot lLbs No. of Transformers Total KVA No. of Lighting Fixtures Swimming Pool Above❑ In- grid. grind. ❑ Generators - KVA No. of Emergency Lighting No. of Receptacle Outlets No. of Oil Burners Battery Units No. of Switch Outlets No. of Gas Burners FIRE ALARMS No. of Zones No. of Ranges No. of Air Cond. Total No, of Detection and tons Initiating Devices No. of Disposals No.of Heat Total Total Pumps Tons KW No. of Sounding Devices No. of Self Contained No. of Dishwashers Space/Area Heating KW Detection/Sounding Devices No. of Dryers Heating Devices KW Local Municipal 11 ❑Other Connection No. of No. of Low Voltage No. of Water Heaters KW Signs Ballasts Wiring No. Hydro Massage Tubs No. of Motors Total HP OTHER: INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts general Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES go NO ❑ I have submitted valid proof of same to the Office. YES 171 NO ❑ If you have checked YES. please indicate the type of coverage by checking the appropriate box. INSURANCE E BOND ❑ OTHER ❑ (Please spacity) 10/31/95 Estimated Value of Electrical Work$ 6,615 r000.00 (Expiration Date) Work to Stan February 19 9 5 Inspection Date Requested: h Final Signed under the Penalties of perjury: FIRM NAME Reilly Electric Company IC. NO. RA293 Licensee •Tnhn ORtrnw, Signatm LIC. NO. RA293 Address 36 Old Granite St. , Manches�te NH 03101 Bae' Tel• No. 508-754-264 Alt. Tel. No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the insurance coverage or its substantial equivalent as re• quired by Massachusetts General Laws, and that my signature on this permit application waives this requirement. Owner Agent (Please check one) Telephone No. PERMIT FEE $See enclosed (Signature of Owner or Agent) letters. X-6565 r • CoRWIN. CO R,vl-.N .^ ;OAN M.GRW(\ aO40YY V.W91ANI —_ A(lomc.ro a( vu `ALLY A.CORM'3N I-MMEN T.EOLEERG ��Ne N:�y I(p, (Un i�fall I:.ROLD,t OLWOR M(C(A!L 9,DONANOE 4 bmN)n.Mamachwe s 02:08 !r,\i-MAZL'Y DALE G.9G7{N=Ej i ci: O17 712 :3i 20 Fax: 1;17 7-J2-2971 P=72 J GAGNE 07EPN A PL).AI(xI rzw N 1.iRLMDER of ri. DA\'iD L'SMON AUZRTLiAR9N4.1L February 10, 1995 Mr. Jonathan Ostrow Ostrow Electric Company 9 Masons Street Worcester. MA 01609 3 m a r RE: OSTROW - MORTEINSON L r � Jonathan, you have seat me the specifications entitled "Wastewater System Improvernet}r'", Wastewater Treatment Upgrade. Contract No. 93-1'( for the South Essex Sewerage Dismst - and asked me who was responsible for the payment of the Electrical Permit Fee for inspseetidox LZ I have examined the specifications for which Ostrow filed a sub-bid for the electrical work. In my opinion the South Essex Sewerage District is responsible for paying the cost of any needed electrical permit. The use of the plural "permits" in Section 01060, clearly states that it applies to all permits needed to go ahead with building construction. Section 16000 for Eiectrical Work as reissued in Addendum No. 12 clearly states in par. 1.00B that "complete Specifications are hereby made a pan of these Specifications." Ostrow had a right to rely on these provisions in computing its sub-bid price. Fu Cher, your Mr. West's memorandum shows that he made a telephone inquiry to Camp, Dresser & McKee, Inc., the Engineer, before sub-bid opening and that Rick Hudson, the project manager for Camp Dresser & McKee, called early in the morning of July 18, 1994, the date of sub-bid opening and advised that the owner will pay for the electrical permit. I understand that it has been the regular practice of the engineer to give oral answers to questions. On that basis the owner cannot disclaim this oral interpretation, that the owner is responsible for the payment of all construction permit fees. I recommend that you make out the permit application and sent it to the owner to file and pay the required permit fee. You should include a copy of this letter. 1 is JOSEPH M. CORWIN/mrf BY FAX OSTMO R 1.LTR It'1• J i?l:j:_ bld C: =2 lL :qia • UR,IHE.'ANHINANONALAIRWAYBILLFORSHIPMENTSTOPUERTORICOANDALLNONUS.LOCATIONS J '{ J QUESTIONS?CALL 800-238-5355 TOLL FREE, TRACKING NUMBER ! 2088663883 Date BEC/P/ENVS COPY From(Your Name)Please Print i Your Phone Number(Very Important) To(Recipient's Name)Please Print jRedpiem's Pnpq Number tyerylmxra _Sflnat�n_4st v_ f-v8 7S4-2`40rnip mitti, rity rip 568 ) I Company DepartmenUFloor No. Company qp 4op`�N O;TRi1N, ELECTRIC CO Se ----- --- -- ---------------------- -- - °f-�1 t Street Address Exact Sire tAtldress(We Cannot Deliver la PO.Boxes or R03Zip Codes-��1 ti ASIfN ST5r- iCYin ZIPRequired Ciry --stai ]JPRe9uired WORCcSTEA Z ti G 9 CAI Estrin 01970 YOUR INTERNAL BILLING REFERENCE/NFORMAT/ON(osti(Firs124 characters writ appear on)nail /FHDLDATFEDEKLOCAT/ON,PrugfEDIXAddrem Here Street Address AYMENT t &Il Serger 2❑Bill Ro ipin'sF]Ea Acct.No. 3❑Bit Pony Fi Aps.No. 4❑Bill Clear Care City state ZIPReguired a 6❑ihxx SERV/CCS DELIVERYAND SPECIAL HANDLING °"�"Ne wrlexr i YOU801CWEO Emp.No. Date Check only one box mvm VALUE Federal E•press r.. ( Y 1 (Check services requiretlJ N Iswrym ❑ Cash Receive0 Base Chanes Pinney Overnight Slanderer Chinn i9ht Weekday,Service le+.nnr•+r o,�+mwrv+vn rytirl^ma.'. 1 ❑HOLDpLFEDIX(OCAiIONWEEKDAY • ❑ Rowm snipmem 11 OTHER 51 OTHER \.[,yLl Ii In Senronw --- ---- -- ❑ Trim PeM ❑chg.To Del. ❑ cnq ro Rold ��Dec--Iarea vol--ue Crz ❑PACKAGING ❑PACKAGING DELIVER WEEKDAY —— 'I _ Street Address 16 FEDIXLETTER- 56❑FEDIXLETTER' SeNrdaY Semce r' _____ Other t 12❑11 52❑1 PAK' 31 ❑HOLD AT FEDEX LOCATION SATURDAY City State Zip IR In SATURDAY Nl it Other 2 13❑FEDIX BOX 53❑FEDEY BOX 3❑DELIVER$AIDRDAY Total Total Tdtei IEma nar9.)rxore um 'Received By: 14❑FEDIX TUBE 54❑FEDEY TUBE 9❑SATURDAYPICK-UP lamee+rvel - X Total Charges EcpprnY Taint Government O.emi '_----' "- "-"-"'-'"" " DIM SHIPMENTICheyeshe W. n) MAmhummea-nomre reCnxlmru'mmvmr ", Special Handling 9` DateMme Received Fei Employee Number 30❑ECONOMY• 46❑GOVT 4❑DANGEROUS GOODS IE.oa rouge) REVISION BATE 319" •smimeµmewanoranlaae IEi1ER ❑ lbs. PARnunaa ',IC— Mnmum targe d1 ❑GOVT 6❑DRYICE r FDRtMrnSB GV Wum Emvn on, PACKAGE mo. Groes expri tedarmon nor reonm p r v 158 L R Freight Service ..._X -X_. (M Uenoar rya l0il eyR9W18Q %_sae.W1111 OVERNIGHT TWO-DAY pp R A Z'YR 92 ac111 70 OVERNIGHT 9U❑ FREIGHT" ❑ '' 1 'm Be9elarsmP aODroo eo= pRlNraolN I nim+asn mm+rml HOLIDAYOELIVERYelofai °C'¢�S.C. todrvmmmourem r 'Baesreevaloe umssm. 12❑ �k Release Vs.A [ea "Cowear vANUY. (ENtlurnin 2[l on call Slop Signature: � l r r ; r M CAMP DRESSER b McKEE INC. Memorandum To: Raymond D. Masak, P.E. From: BILI Mackey U)J1./w/ Date: April 4, 1995 Sub/ed: Building Permit Fee, Revised Contractor Cost Breakdown SESD Contract 93-1 Mortenson/Westcott (M/W),General Contractor for the subject contract,has provided us with an updated Schedule of Values (breakdown of Bid Items) for Contract 93-1 which indicates costs not included in previous breakdowns. The cost breakdown has an impact on the value of the portions of work that we previ- ously excluded from permit fees. The information provided by M/W is a more detailed breakdown of excluded costs for Division 11—Equipment and Division 18—Mechanical work to be performed by M/W's mechanical process subcontractor, Harris Mechanical. The new figures reflect the methodology indicated in our memorandum of November 11, 1994 adjusted to reflect items accepted from the Building Inspector's letter of November 18, 1994. Accepted items are Item 3 part of yard piping that serves building; Item 4; Item 6 and Item 8 part,value of pressure vessels in process mechanical. Value to be used for fee determination(see breakdown)$58,578,242. Using a fee of$6.00 per 1000 of cost would result in a fee due of$351,469. BM/dd cc: R. Hudson,CDM J. Maher,CDM W. Vicens,CDM J. Darling, Esquire �R•i&!18•MOT PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott -CONTRACT AMOUNT-- --EXCLUDED- --INCLUDED- Spec Description of WorkScheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value GENERAL REQUIREMENTS Bidding&Contract Requirement LS $1,226,500 1 $1,226,500 $1,226,500 $0 General Requirement LS $5,146,669 1 $5,146,669 $5,146,6691 1 $0 SUBTOTAL $6,373,169 $6,373,169 $0 1ENERAL ITEMS Bid Item#2 Rock Excavation $176,000 $0 $176,000 Bid Item#3 Test Pits $750 $750 $0 BID ITEM#4 SITE REMEDIATION Phase 1 BOND L.S. $38,625 $38,625 $0 Phase 1 SUBMITTALS $10,000 $10,000 $0 Phase 1 DECON.AND SUPPORT FAC. $6,000 $6,000 $0 PPE SUPPLY w Phase 1 $6,000 2. $6,000 $0 Phase 2 $4,000 1� $4,000 $0 Phase 1 TEMPORARY FENCING $16,000 $16,000 $0 Phase 1 ESTABLISH DECON.PAD $10,000 R $10,000 $0 Phase 1 CONNECT ELECTRIC SUPPLY $9,000 $9,000 $0 Phase 1 TEMPORARY PAVEMENT $16,500 16,500 $0 Phase 1 ESTABLISH DEWATERING SYS. $39,000 $39,0 $0 Phase 1 DEL.&SETUP OF H2O TREAT. $6,500 1, $6,500 $0 Phase 1 IN-SITU BORING PROGRAM $6,000 $6,000 $0 Phase 1 DISPOSAL TESTING $6,000 $6,000 $0 Phase 1 EXCAV.&STOCKPILE OVERBUR. $26,250 26,25 $0 Phase 1 REMOVE MAIL FROM G&GC $120,000 $120,000 $0 PAGE1 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott --CONTRACT AMOUNT-- EXCLUDED-- --INCLUDED-- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value Phase 2 SEAL 60"PIPES $70,000 $70,000 $0 Phase 2 DEMO 60"PIPES(INCL.DECON) $118,750 $118,750 $0 Phase 2 HIGH PRESSURE WASH WALLS $139,250 $139,250 $0 Phase 2 CORE G&GC WALLS $60,500 $60,50 $0 DUST MONITORING Phase 1 $18,375 18,375 $0 Phase 2 $16,125 16,12 $0 WATERTREATMENT Phase 1 $29,250 1 $29,250 $0 Phase 2 $19,750 $19,750 $0 OPERATE DECON PAD Phase 1 $10,125 �• $10,125 $0 Phase 2 $3,370 1, $3,370 $0 SITE SAFETY TECHNICIAN Phase 1 $24,000 $24,000 $0 Phase 2 $10,000 $10,000 $0 Phase 2 DECON PAD DEMO $4,000 $4,000 $0 Phase 2 REMOVE WORK ZONE FENCE $5,250 $5,250 $0 Phase 2 TEMPORARY ASPHALT DEMO $7,000 7,00 $0 Phase 2 DEMOBILIZATION OF FENCING $7,500 $7,50 $0 Phase 2 DEMOB OF H2O TREAT.SYS. $8,400 �i $8,400 $0 Phase 1 OFFSITE DISP.OF ASH&GRIT $1,024,055 $1,024,055 $0 Bid Item#5 Off-site Dust Control $160,000 f $160,000 $0 Bid Item#6 Off-site Pavement Rep. $39,000 - $39,000 $0 Bid Item#7 Grouted Pile Found. I $77,000 $0 $77,000 PAGE2 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott --CONTRACT AMOUNT-- -EXCLUDED- --INCLUDED- Spec Description of Work Scheduled %or %or Sed Unit Unit Cost Quantity Value Quantity Value Quantity Value Bid Item#8 NYNEX Work $5,000 $5,000 $0 2050 Demolition&Modifications $800,000 $0 $800,000 2080 Controlled Blasting $0 $0 $0 2140 Ground Water Control $14,328 $0 $14,328 2160 Excavation Lateral Support $83,660 $0 $83,660 2200 Site Earthwork $154,847 $0 $154,847 2200 Structural Excavation (by Str later) $134,766 $0 $134,766 2200 Structural Backfill (by Struct later) $700,000 $0 $700.000 2200 Crushed Stone Base (by Slr later) I $450,000 $0 $450,000 2200 Underdrain Piping (by Struct later) $116,119 $0 $116,119 2270 Sedimentation&Erosion Control $25,129 $0 $25,129 2575 Roadway Paving $307,921 $307,921 $0 2575 Roadway Curb $130,000 $130,000 $0 2575 Roadway Markings $5,000 $5,000 $0 2580 Special Paving $8,855 $8,855 $0 2580 Sidewalks $49,788 $0 $49,788 2610 Precast Concrete Retaining Wall $48,040 $0 $48,040 2612 Yard Piping $1,463,6821 463,6 2 $0 2612 Yard Piping $788,137 $0 $788,137 2767 Pipeline Hot Taps and Line Stoppings $0 $0 $0 2810 Irrigation System(w/sec2612) $0 $0 $0 2830 Chain Link Fence&Gates $126,343 $0 $126,343 2861 Site Furnishings $25,150 $25,150 $0 2900 Landscaping $218,000 $218,000 $0 2990 Rock Anchors PAGE3 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson / Westcott --CONTRACT AMOUNT- --EXCLUDED- -INCLUDED-- Spec Description of Work Scheduled %or %or Sed Unit Unit Cost Quantity Value Quantity Value Quantity Value MATERIALS $232,400 $0 $232,400 LABOR $417,850 $0 $417,850 - TESTING $49,750 $0 $49,750 3420 Precast,Prestressed Concrete $553,364 $0 $553,364 3450 Precast Architectural Concrete $262,875 $0 $262,875 4200 Masonry $2,369,000 $0 $2,369,000 5120 Structural Steel $512,985 $0 $512,985 5311 Steel Deck $12,499 $0 $12,499 5500 Miscellaneous Metals $3,126,767 $0 $3,126,767 6100 Finish Carpentry Work $90,930 $0 $90,930 7005 Waterproofing,Dampproofing $698,767 $0 $698,767 7231 Misc Insulation&Vapor Barrier $20,791 $0 $20,791 7250 Fireproofing $16,200 $0 $16,200 7415 Interior Metal Panels $49,426 $0 $49,426 7500 Roofing (by Structure later) $545,000 $0 $545,000 7720 Roof Accessories $3,065 $0 $3,065 7800 Skylights $30,240 $0 $30,240 8110 Steel Doors&Frames&Hardware $295,560 $0 $295,560 8120 Alum.Doors&Frames&Hardware $180,684 $0 $180,684 8210 Wood Doors&Hardware $12,850 $0 $12,850 8250 ALUM.WINDOWS SHOP DRWGS $5,150 $0 $5,150 8301 Service Doors 1 $44,6231 $44,623 8800 Glazing $16,160 $0 $16,160 9215 Veneer Plastered Gypsum Systems $354,000 $0 $354,000 9300 Tile $114,133 $0 $114,133 PAGE4 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott --CONTRACT AMOUNT-- EXCLUDED- --INCLUDED-- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value 9400 Terrauo $219.912 $0 $219,812 9500 Acoustical Treatment $171,500 $0 $171,500 9670 Resilient Base $2,772 $0 $2.772 9680 Carpeting $14,970 $0 $14,970 9722 Seamless Flooring $82,882 $0 $82,882 9825 Stucco Finish System $0 $0 $0 9902 Painting (by Structure later) $992,440 $0 $992,440 9952 Vinyl Wall Covering $6,122 $0 $6,122 10121 Tack,Writing,&Bulletin Boards $2,600 $2,60 $0 10160 Metal Toilet Partitions $10.191 $0 $10,191 10200 Louvers $36,000 $0 $36,000 10350 Flagpole $1,287 $0 $1,287 10400 Signage $20,784 $0 10500 Lockers&Benches $26,742 $26,74 $0 10510 Safety Equipment $9,588 $0 $9,588 10522 Fire Extinguishers&Accessories $16,258 $0 $16,258 10605 Wire Mesh Partitions $7,933 $0 $7,933 10800 Toilet&Shower Accessories $17,475 $0 $17,475 11000 Mechanical Equipment-General $0 $0 $0 11131 Projection Screen $139 $139 $0 . 11166 Dock Bumpers $429 $429 / $0 11224 Submersible Mixers $97,000 $97,000 ✓ $0 11240 Scum Blending Tanks&Mixers $125,488 $125,488 ✓ $0 11242 Polymer Systems $380,000 $380,000 $0 11244 Fiberglass Tanks $40,000 $40,000 $0 PAGE5 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson / Westcott CONTRACT AMOUNT-- -EXCLUDED - --INCLUDED-- Spec Description of Work Scheduled %or %or Sed Unit Unit Cost Quantity Value Quantity Value Quantity Value 11246 Crosslinked Polyethylene Tanks $120,000 $120,000 $0 11250 Lime Storage&Pneum Conveying $24,655 $24,655 $0 11251 Sludge!Lime Mixer $273,269 $273,269 $0 11252 Sludge Cake Screw Conveyors $12,872 $12,872 $0 11253 Sludge Cake Storage&Unloading $408,837 $408,837 $0 11255 Odor Control Systems $2,460,000 $2,460,000 $0 11260 Residual Analyzers $41,000 $41,000 $0 11281 Sluice Gates $435,814 $435,814 $0 11282 Slide Gates&Weir Gates $24,574 $24,574 $0 11311 Non-Clog Centrifugal Pumps $336,000 $336,000 $0 11312 Plant Effluent Pumps $1,500,000 $1,500,000 $0 11312 RAS Pumps $380,000 $380,000 $0 11 313Water Booster Pumps $14,000 $14,000 $0 11314 Screw Impeller Centrifugal Pumps 1 $160,000 $160,000 $0 11315 Progressing Cavity Pumps $288,000 $288,000 $0 11316 Plant Water System $143,000 $143,000 $0 11317 Strainers $104,000 $104,000 $0 11318 Plant Water Heating System $40,000 $0 $40,000 11319 Submersible Pumps $23,000 $23,000 $0 11333 Sludge Grinders $6,000 $6,000 $0 11340 Scum Concentrators $141,701 $141,701 $0 11345 Chemical Feed&Metering Pumps $267,000 $267,000 $0 11350 Rectangular Sludge Collectors $1,694,742 $1,694,742 $0 11361 Belt Filter Presses $1,740,066 $1,740,066 $0 11362 Gravity Belt Thickeners $44,466 $44,466 $0 - PAGE6 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott --CONTRACT AMOUNT- - EXCLUDED-- --INCLUDED- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value 11372 Positive Displacement Blowers $107,000 $107,000 $0 11373 Rotary Screw Air Compressors $25,000 $25,000 $0 11375 Sludge Drying Air Compressors $141,000 $141,000 $0 11380 Mech.Surface Aeration Equipment $172,307 $172,307 $0 11383 Coarse Bubble Diffused Aeration $86,000 $86,000 $0 11391 Vibration Monitoring Equipment $255,615 $255,615 $0 11392 Wastewater Samplers $36,000 $36,000 $0 11394 Weirs,BafBes,Rot.&Tel.Equipment $83,453 $83,453 $0 11510 Miscellaneous Shop Equipment $458,095 $458,095 $0 11600 Laboratory Equipment $284,000 $284,000 $0 11761 First Aid Kits $1,946 $1,946 $0 12512 Vertical Louver Blinds $4,100 $4,100 $0 12620 Office Furniture&Accessories $189,646 $189,646 $0 12630 Laboratory Furniture $139,000 $139,000 $0 12690 Fool Grilles&Floor Mats $11,096 $0 $11,096 13080 Blower Sound Enclosure $250,000 $0 $250,000 13220 Fiberglass Reinforece Plast.Covers $45,193 $0 $45,193 13240 Oxygenation System Process $4,020,700 $4,020,700 $0 13240 Oxygenation System Vessels $379,300 $0 $379,300 13300 Process Controls&Instrumentation $1,370,300 $1,370,300 $0 13755 Asbestos Abatement $32,000 $0 $32,000 13800 Facility Management System $1,194,975 $1,194,975 $0 14240 ELEVATOR O&M MANUAL EA $400 3 $1,200 $0 $1,200 14240 TESTING EA $1,000 3 $3,000 $0 $3,000 14450 Vehicle Lift $15,000 $o $15,000 PAGE7 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson / Westcott --CONTRACT AMOUNT- --EXCLUDED-- --INCLUDED- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value 14504 Utility Vehicles $0 $0 $0 14550 Sludge Bell Conveyors&Access. $684,663 $684,663 $0 14630 Overhead Bridge Crane $50,120 $0 $50,120 14700 Jib Cranes $3,748 $0 $3,748 14900 Monorail&Hoist System $164,089 $0 $164,089 15000 Process Piping (by Slruct later) $14,031,000 $14,031,000 $0 15300 Fire Protection Systems(by Str later) $740,000 $0 $740,000 15400 Plumbing (by Structure later) $1,173,800 $0 $1,173,800 15500 HVAC (by Structure later) $5,109,000 $0 $5,109,000 16000 Electrical (by Structure later) $8,259,200 $0 $8,259,200 16742 Telephone System(complete) $740,800 $740,800 SUBTOTAL $71,246,025 539,620,721 $31,625,302 DIVERSION STRUCTURE 2200 Crushed Stone $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE BASE SLAB $515 303 $156,045 0.00 $0 $156,045 3300 EXT.WALLS $635 317 $201,295 0.00 $0 $201,295 3300 INT.WALLS $635 290 $184,150 0.00 $0 $184,150 3300 ELEV.DECK $594 253 $150,282 0.00 $0 $150,282 3300 PIPE ENC. $505 130 $65,650 0.00 $0 $65,650 3300 FILL CONC. $505 116 $58,580 0.00 $0 $58,580 3300 MISC.CONC. $505 1 $505 0.00 $0 $505 7500 Roofing $0 0.00 $0 $0 PAGE8 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson / Westcott --CONTRACT AMOUNT-- EXCLUDED-- --INCLUDED-- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value 9902 Painting $0 0.00 $0 $0 11281 SLUICE GATES MATERIALS 2 $0 0.00 $0 $0 11281 LABOR $0 0.00 $0 $0 11282 SLIDE GATES MATERIALS 8 $0 0.00 $0 $0 LABOR $0 0.00 $0 $0 15000 Process Piping $0 0.00 $0 $0 15400 Plumbing $0 0.00 $0 $0 15500 HVAC $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 $0 UBTOTAL 5816,507 � SO � $816,507 XYGEN REACTORS 2200 Crushed Stone $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 2200 Underdrain Piping $0 0.00 $0 $0 3300 C.I.P.CONCRETE SUMPS $367 37 $13,579 0.00 $0 $13,579 FOOTINGS $367 193 $70,831 0.00 -$0 $70,831 BASE SLAB $367 4721 $1,539,966 0.00 $0 $1,539,966 COLUMNS $432 456 $196,992 0.00 $0 $196,992 BASIN WALLS $432 5396 $2,031,072 0.00 $0 $2,031,072 ROOF DECK $442 2565 $1,133,730 0.00 $0 $1,133,730 MEZZ.DECK $442 154 $68,068 0.00 $0 $68,068 ROOF TPNG. $380 1332 $506,160 0.00 $0 $506,160 ROOF WALLS $432 209 $90,268 0.00 $0 $90,288 PAGE9 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson / Westcott CONTRACT AMOUNT-- -EXCLUDED-- --INCLUDED -- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value FILL CONC. $380 20 $7,612 0.00 $0 $7,612 PIPE ENC. $380 121 $45,980 0.00 $0 $45,980 MISC.CONC. $380 14 $5,320 0.00 $0 $5,320 8520 ALUM.WINDOWS MATERIALS $3,420 0.00 $0 $3,420 LABOR $1,710 0.00 $0 $1,710 9902 Painting $0 0.00 $0 $0 15000 Process Piping $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 $0 UBTOTAL - I 56,714,728 SO 55,714,728 ECONDARY CLARIFIERS 2200 Crushed Stone $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 2200 Underdrain Piping $0 0.00 $0 $0 3300 C.I.P.CONCRETE WALL FTGS. $407 32 $13,024 0.00 $0 $13,024 FND.WALLS $473 1828 $864,644 0.00 $0 $864,644 BASE SLAB $407 7356 $2,993,892 0.00 $0 $2,993,892 LW.WALLS $473 3468 $1,640,364 0.00 $0 $1,640,364 COLUMNS $473 136 $64,328 0.00 $0 $64,328 INT.SLABS $481 2365 $1,137,565 0.00 $0 $1,137,565 UP.WALLS $473 2635 $1,246,355 0.00 $0 $1,246,355 ROOF SLAB $481 4754 $2,160,657 0.00 $0 $2,160,657 ROOF WALLS $473 938 $443,674 0.00 $0 $443,674 FILL CONC. $414 554 $229,356 0.00 $0 $229,356 ROOFTOP. $414 1186 $491,004 0.00 $0 $491,004 PAGE10 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott --CONTRACT AMOUNT-- EXCLUDED- --INCLUDED-- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value ROOF $481 119 $57,239 0.00 $0 $57,239 MISC. $460 65 $29,900 0.00 $0 $29,900 ROOFTOP $414 319 $132,066 0.00 $0 $132,066 8250 ALUM.WINDOWS MATERIALS $4,940 0.00 $0 $4,940 INFL.BLDG. LABOR $2,475 0.00 $0 $2,475 8250 ALUM.WINDOWS MATERIALS $9,325 0.00 $0 $9,325 EFFL.BLDG. LABOR $4,670 0.00 $0 $4,670 11281 SLUICE GATES MATERIALS 7 $0 0.00 $0 $0 LABOR $0 0.00 $0 $0 11282 SLIDE GATES MATERIALS 5 $0 0.00 $0 $0 LABOR $0 0.00 $0 $0 15000 Process Piping $0 0.00 $0 $0 15400 Plumbing $0 0.00 $0 $0 15500 HVAC $0 0.00 $0 $0 16000 Electrical 1 $0 0.00 $0 $0 UBTOTAL 571,525,478 50.00 511,525,478 CHLORINE CONTACT TANKS 2200 Crushed Stones $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE BASE SLAB $372 1221 $454,212 0.00 $0 $454,212 WALLS $453 1275 $577,575 0.00 $0 $577,575 COLUMNS $453 4 $1,812 0.00 $0 $1,812 ROOF DECK $407 835 $339,845 0.00 $0 $339,845 FILL CONC. $360 276 $99,360 0.00 $0 $99,360 PAGE11 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott -CONTRACT AMOUNT- -EXCLUDED-- --INCLUDED-- Spec Description of Work Scheduled %or %or Sect U=UnitQuantity Value Quantity Value Quantity Value PIPE ENC. $360 346 $124,560 0.00 $0 $124,560 9902 Painting $0 0.00 $0 $0 11281 SLUICE GATES MATERIAL $0 0.00 $0 $0 LABOR $0 0.00 $0 $0 15000 Process Piping $0 0.00 $0 $0 UBTOTAL 51,597,364 SO $1,597,364 EFFLUENT PUMP STATION 2200 Crushed Stone $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE BASE SLAB $416 2397 $997,152 0.00 $0 $997,152 WALLS $547 1408 $770,176 0.00 $0 $770,176 COLUMNS $547 87 $47,589 0.00 $0 $47,589 ROOF DECK $528 939 $495,792 0.00 $0 $495,792 FILL CONC. $605 63 $38,115 0.00 $0 $38,115 MISC. $605 87 $52,635 0.00 $0 $52,635 8250 ALUM.WINDOWS MATERIALS $4,570 0.00 $0 $4,570 LABOR $2,290 0.00 $0 1 $2,290 9902 Painting $0 0.00 $0 $0 11281 SLUICE GATES MATERIALS $0 0.00 $0 $0 LABOR $0 0.00 $0 $0 14240 PASSENGER ELEVATOR MATERIALS $33,200 0.00 $0 $33,200 PAGE12 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott --CONTRACT AMOUNT-- —EXCLUDED— --INCLUDED-- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value LABOR $40,289 0.00 $0 $40,289 15000 Process Piping $0 0.00 $0 $0 15400 Plumbing $0 0.00 $0 $0 15500 HVAC $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 $0 UBTOTAL $2,487,806 $2,481,808 XYGEN GEN.BLDG 2200 Excavation $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE FOOTINGS $425 46 $19,550 0.00 $0 $19,550 BASE SLAB $425 173 $73,525 0.00 $0 $73,525 WALLS $641 45 $28,845 0.00 $0 $28,845 COLUMNS $641 10 $6,410 0.00 $0 $6,410 BEAMS $696 42 $29,232 0.00 $0 $29,232 ROOF TPG. $466 54 $25,164 0.00 $0 $25,164 MISC. $466 25 $11,650 0.00 $0 $11,650 7500 Roofing $0 0.00 $0 $0 9902 Painting $0 0.00 $0 $0 15000 Process Piping $0 0.00 $0 $0 15400 Plumbing $0 0.00 $0 $0 15500 HVAC $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 $0 UBTOTAL $194,378 SO $194,376 PAGE13 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott —CONTRACT AMOUNT— —EXCLUDED— —INCLUDED— Scheduled INCLUDED— Spec Description of Work Scheduled %or %or Sed Fu"t-rulit Cost Quantity Value Quantity Value Quantity Value CHLORINATION BUILDING 2200 Excavation $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE SUMPS $525 6 $3,150 0.00 $0 $3,150 EQUIP.PADS $525 14 $7,350 0.00 $0 $7,350 CURB $898 1 $898 0.00 $0 $898 ROOF TPG. $525 77 $40,425 0.00 $0 $40,425 FILL CONC. $898 1 $898 0.00 $0 $898 7500 Roofing $0 0.00 $0 $0 9902 Painting $0 0.00 $0 $0 15000 Process Piping $0 0.00 $0 1 $0 15400 Plumbing $0 0.00 $0 $0 15500 HVAC $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 $0 UBTOTAL IL $52,721 $0 $52,727 DOR CONTROL FAC.A,B,8 G 2200 Excavation $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE FOOTINGS $422 297 $125,334 0.00 $0 $125,334 BASE SLAB $422 342 $144,324 0.00 $0 $144,324 WALLS $617 308 $190,036 0.00 $0 $190.036 COLUMNS $617 17 $10,489 0.00 $0 $10,489 PAGE14 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson / Westcott -CONTRACT AMOUNT-- -EXCLUDED- -INCLUDED-- Spec Description of Work Scheduled h or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value BEAMS $587 65 $38,155 0.00 $0 $38,155 ROOF TPG. $417 52 $21,684 0.00 $0 $21,684 MISC. $417 314 $130,939 0.00 $0 $130,939 ROOF SLAB $598 22 $13,145 0.00 $0 $13,145 7500 Painting $0 0.00 $0 $0 15000 Process Piping $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 $0 SUBTOTAL $674,106 EO 5674,106 DMIN.I MAINTEN.BLDG 2200 Excavation $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE BASE SLAB $454 462 $209,748 0.00 $0 $209,748 WALLS $638 259 $165,242 0.00 $0 $165,242 COLUMNS $638 64 $40,832 0.00 $0 $40,832 ELEV.SLAB $672 569 $382,368 0.00 $0 $382,368 FOOTINGS $454 142 $64,468 0.00 $0 $64,468 GRADE BMS. $454 45 $20,430 0.00 $0 $20,430 ROOF TPG. $504 82 $41,328 0.00 $0 $41,328 MISC. $503 15 $7,5451 0.00 $0 1 $7,545 7500 Roofing $0 0.00 $0 $0 8250 ALUM.WINDOWS ADMIN.IST NW MATERIALS $10,195 0.00 $0 $10,195 LABOR $5,105 0.00 $0 $5,105 ADMIN.2ND NW MATERIALS $14,740 0.00 $0 $14,740 PAGE15 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson / Westcott --CONTRACT AMOUNT-- EXCLUDED-- --INCLUDED -- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value LABOR $7,380 0.00 $0 $7,380 ADMIN.IST NE MATERIALS $7,365 0.00 $0 $7,365 LABOR $3,695 0.00 $0 $3,695 ADMIN.2ND NE MATERIALS $18,690 0.00 $0 $18,690 LABOR $9,360 0.00 $0 $9,360 MAINT.IST FLR MATERIALS $2,850 0.00 $0 $2,850 LABOR $1,425 0.00 $0 $1,425 9902 Painting $0 0.00 $0 $0 14240 PASSENGER ELEVATOR MATERIAL $26,300 0.00 $0 $26,300 LABOR $31,578 0.00 $0 $31,578 15000 Process Piping $0 0.00 $0 $0 15400 Plumbing $0 0.00 $0 $0 15500 HVAC $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 1 1 0 USTOTAL 57,070,644 SO 51,070,644 11OPERATIONS BUILDING 2200 Excavation $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE BASE SLAB $494 762 $376,428 0.00 $0 $376,428 WALLS $646 1483 $958,018 0.00 $0 $958,018 ELEV.SLAB $709 536 $380,024 0.00 $0 $380,024 FILL CONC. $593 151 $89,543 0.00 $0 $89,543 MISC. $593 99 $58,707 0.00 $0 $58,707 PAGE16 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93� 1 CONTRACTOR: Mortenson /Westcott --CONTRACT AMOUNT-- EXCLUDED-- -INCLUDED-- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value COLUMNS $646 2 $1,292 0.00 $0 $1,292 GRADE BMS. $494 81 $40,014 0.00 $0 $40,014 PILE CAPS $494 34 $16,772 0.00 $0 $16,772 ROOF TPG. $593 28 $16,604 0.00 $0 $16,604 7500 Roofing $0 0.00 $0 $0 8250 ALUM.WINDOWS MATERIALS $1,150 0.00 $0 $1,150 LABOR $575 0.00 $0 $575 9902 Painting $0 0.00 $0 $0 14240 PASSENGER ELEVATOR MATERIAL $50,333 0.00 $0 $50,333 LABOR $73,000 0.00 $0 $73,000 15000 Process Piping $0 0.00 $0 $0 15400 Plumbing $0 0.00 $0 $0 15500 HVAC $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 $0 UBTOTAL 52,062,460 EO 52,062,460 ELECTRICAL BUILDING 2200 Excavation $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE FOOTINGS $508 45 $22,860 0.00 $0 $22,860 WALLS $772 90 $69,480 0.00 $0 $69,480 COLUMNS $772 5 $3,860 0.00 $0 $3,860 — BASE SLAB $508 87 $44,196 0.00 $0 $44,196 BEAMS $775 26 $20,150 0.00 $0 $20,150 PAGE 17 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott --CONTRACT AMOUNT-- -EXCLUDED-- --INCLUDED-- Spec Description of Work Scheduled %or %or Sect Unit Unit Cast Quantity Value Quantity Value Quantity Value ROOF TPG. $495 38 $18,810 0.00 $0 $18,810 7500 Roofing $0 0.00 $0 $0 8250 ALUM.WINDOWS MATERIALS $5,145 0.00 $0 $5,145 LABOR $2,575 0.00 $0 $2,575 9902 Painting $0 0.00 $0 $0 15000 Process Piping $0 0.00 $0 $0 15400 Plumbing $0 0.00 $0 $0 15500 HVAC $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 $0 UBTOTAL $187,076 SO $187,076 ALEM NECK PUMP STATION 2200 Crushed Stone $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE BASE SLAB $485 76 $36,860 0.00 $0 $36,860 WALLS $620 193 $119,660 0.00 $0 $119,660 ROOF SLAB $626 49 $30,674 0.00 $0 $30,674 FILL CONC. $837 5 $4,185 0.00 $0 $4,185 MISC. $837 4 $3,348 0.00 $0 $3,348 7500 Roofing $0 0.00 $0 $0 9902 Painting $0 0.00 $0 $0 11281 SLUICE GATES MATERIALS $0 0.00 $0 $0 11281 LABOR $0 0.00 $0 $0 15000 Process Piping $0 0.00 $0 $0 • 15400 Plumbing $0 0.00 $0 $0 PAGE18 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson / Westcott --CONTRACT AMOUNT-- EXCLUDED-- --INCLUDED-- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value 15500 HVAC $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 $0 UBTOTAL� $194,727 $0 $194,727 ISC.&YARD STRUCTURES 2200 Excavation $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE BASE SLAB $345 95 $32,775 0.00 $0 $32,775 WALLS $486 50 $24,300 0.00 $0 $24,300 ELEV.SLABS $506 2 $1,012 0.00 $0 $1,012 3300 FILL CONC. $321 186 $59,706 0.00 $0 $59,706 DUCT BANK $321 679 $222,475 0.00 $0 $222,475 PIPE ENC. $321 100 $32,100 0.00 $0 $32,100 MISC. $321 2 $642 0.00 $0 $642 FOOTINGS $345 1 23 $7,935 0.00 $0 1 $7,935 IMPUSTOTAL $380,946 $0 O $380,945 OTAL BASE CONTRACT $104,672,132 $46,993,890 $58,578,242 PAGE19 0t` � (EitLi of i*ttlem, massar4usetts s <<° Public Prapertg Department �a o�` Builbing Department Cone t3alem %rem 500-745-9595 Ext. 300 Leo E. Tremblay Director of Public Property November 18, 1994 Inspector of Building Zoning Enforcement Officer John E. Darling c/o Serafini, Serafini, & Darling 63 Federal Street Salem, Mass. 01970 Dear John: I have reviewed the value of the work based on the contractors breakdown and do not fully agree with said breakdown. Enclosed please find sections of the Massachusetts State Building Codes on what constitutes a structure, buildings, and components for occupancy of a building. In which I strongly feel are permissible items that are necessary to a building and function there of. Therefore the following items I feel should be included in the permit fees: 1. $442,921.00 Roadways, curbing, markings and appurtenance. 2. $8,855.00 Specialty paving. 3. $2,251,813.00 Total yard piping. 4. $126,343.00 Chain link fence. 5. $218,000.00 Landscaping 6. $1,287.00 Flagpole. 7. $20,794.00 Signage. 8. $5,437,859.00 Mechanical equipment. TOTAL $8,507,877.00 I believe an additional $51,000.00 should be added to the $468,414.00 figure received by this office for permit fees, making it a total of $519,413.00. Please review my adjustments and make every effort to reach me as soon as possible, so we can come to a final agreement on this matter. Thank you in advance for your anticipated cooperation in this matter. Sincerely, Leo E. Tremblay Inspector of Buildings LET: scm DEFINITIONS animals or property. For the purpose of this definition, "root" shall include an awning or similar covering, whether or not permanent in nature. The word "building" shall be construed where the context requires as though followed by the words "or part or parts thereof. Building Commissioner: The administrative chief of the building department in a municipality who is charged with the administration and enforcement of this code. (See also "Inspector of buildings" and Section 107.1.) — Building component: Any subsystem, subassembly, or other system designed for use in or as part of a structure having concealed elements such as electrical, mechanical,plumbing and fire protection systems and other systems affecting health and safety. Building, existing: Any structure erected or one for which a legal building permit has been issued prior to the adoption of this code (and its amendments). Building line: The line established by law, beyond which a building shall not extend, except as specifically provided by law. Building official: The officer or other designated authority charged with the administration of this code. Building official as used herein includes the building commissioner or the inspector of buildings, the local inspector and state inspector. Building service equipment: The mechanical, electrical and elevator equipment including piping, wiring, fixtures and other accessories, which provides sanitation, lighting, heating, ventilation, fire fighting and transportation facilities essential for the habitable occupancy of the building or structure for its designated use and occupancy. Building site: The area occupied by a building or structure, including the yards and courts required for light and ventilation, and such areas that are prescribed for access to the street. Buttress: A projecting part of a masonry wall built integrally therewith to furnish lateral stability which is supported on proper foundations. Cellar: That portion of a building which-is partly or completely below grade and having at least one-half (1/2) its height below grade. Central station system: A system, or group of systems, the operations of which are signaled to, recorded in, maintained and supervised from an approved central station, in which there are competent and experienced observers and operators in attendance at all times whose duty it shall be, upon receipt of a signal, to take such 780 CMR - Fifth Edition 2-5 DEFINITIONS State inspector: An employee of the Division of Inspection, State Department of Public Safety who is charged with administering and enforcing this code relative to any structure or building or parts thereof that are owned by the Commonwealth or any departments, commissions, agencies or authorities of the Commonwealth. The state inspector is also charged with supervising the enforcement of this code relative to all buildings and structures other than those owned by the Commonwealth. Steel construction, cold-formed: That type of construction made up entirely, or in part, of steel structural members cold-formed to shape from sheet or strip steel such as roof deck, floor and wall panels, studs, floor joists, roof joists and other structural elements. Steel Joist: Any steel structural member of a building or structure made of hot-rolled or cold-formed solid or open web sections, or riveted or welded bars,strip or sheet steel members, or slotted and expanded, or otherwise deformed rolled sections. Steel member, structural: Any steel structural member of a building or structure consisting of a rolled steel structural shape other than cold-formed steel, light gage steel or steel joist members. Storage room, HPM, separate inside: A room used for the storage of hazardous production material (HPM) in containers, tanks, drums or other means, separated from other occupancies (see Section 603.0). Such rooms include: HPM Inside room: An HPM storage room totally enclosed within a building and not having exterior walls. HPM cutoff room: An HPM storage room within a building and having at least one exterior wall. Story: That portion of a building included between the upper surface of a floor and upper surface of the floor or roof next above (also see "Mezzanine"). Story above grade: Any story having its finished floor surface entirely above grade except that a basement shall be considered as a story above grade when the distance from grade to the finished surface of the floor above the basement is more than 6 feet for more than 50 percent of the total perimeter or more than 12 feet at any point. Street: A public thoroughfare (such as street, avenue or boulevard) which has been dedicated for public use. Structure: A combination of materials assembled at a fixed location to give support or shelter, such as a building, framework, retaining wall, tent, reviewing stand, platform,bin,fences over six (6) feet high sign,flagpole,recreational tramway, mast for radio antenna, 6/5/92 (Effective 6/19/92) 780 CMR - Fifth Edition 2-31 SERAFINI, SERAFINI AND DARLING ATTORNEYS AT LAW 63 FEDERAL STREET SALEM. MASSACHUSETTS 01970 JOHN R. SERAFINI, SR. TELEPHONE JOHN R. SERAFINI.JR. November 16, 1994 506-7440212 JOHN E. DARLING 617-561-2743 ELLEN M. WINKLER TELECOPIER JOSEPH C. CORRENTI 506-7414663 BY HAND DELIVERY Leo E. Tremblay Inspector of Buildings City of Salem One Salem Green Salem, Massachusetts 01970 RE: South Essex Sewerage District Contract 93-1, Wastewater Treatment Plant Upgrade Dear Mr. Tremblay: As we discussed by telephone yesterday, I enclose a copy of a Memorandum dated November 11, 1994 from Camp Dresser & McKee Inc. , engineers for the above project, which sets forth the portion of the work on the project which is subject to the State Building Code. The value of that work, based on the contractor ' s breakdown, is $78, 068 , 169 . 00. The building permit fee under the Salem Code would thus be $468 , 414 . 00 ($5. 00 application fee plus $6. 00 per thousand) . The District is prepared to pay this amount pending formal approval of the Board at its next meeting which is currently scheduled for November 30, 1994 . In the meantime, the contractor, Mortenson/Westcott, A Joint Venture, has been directed to deliver the completed permit application, based on the above value of the work, to your office today. I trust that this will allow the work to continue pending actual payment of the fee. Thank you again for your cooperation with this matter. Sincerely, <��Z,e / Jo E. Dar iing JED: jaf Enclosure cc: Charles F. Quigley, Director of Public Services Raymond D. Masak, Acting District Engineer CAMP DRESSER & McKEE INC. Page 1 Memorandum To. Raymond D. Mask, P.E. From: Bill Mackey Date: November 11, 1994 Subject: Building Permit Fee�--SESD Contract 93-1 Cour Architect (Mr. Herb Zeller) has reviewed the,project specification sections and given his opinion as to which sections relate to unregulated work. The Contractor has provided us with his breakdown of costs for the designated sec- tions. A copy of the cost breakdown is enclosed for your use. It is our opinion that the cost of the work indicated in these sections should be ex- cluded from permit fees. The total value of work excluded (see enclosed Contractor's breakdown) $26,503,963. Total project cost (see copy of enclosed bid form) $104,572,132- Total 104,572,132Total Bid Price $104,572,132 Value of Excluded Sections S 26x.963 Value for Pero-tit Pee Calculation : $ 78,068,169 BM/dd Enclosures cc: R. Hudson, CDM J. Maher, CDM e W. Vicens, CDM H. Zeller, CDM 142.sso6-UOT Rlnfetl tin nryrJeO plp�, :YUV-14-1774 le-�U MUVI 5u. tante Stwt KHUt L15l . lu StkHFLN1 H.64 142-38/1 ?0XLZ OF CUM= Sactioa �DIN6 AND <MaM2tiACT SPgg Notice to Biddera 1 ED�Mm AM�. 12) IS InfoForm For for Bidders +��pEB_ AAlpp:�- HF1! 8 Form Por beaeral Bid— 'n i,�_ Bid Road FSB Fora For :Sub-Bid 1'M-X=ID PEM ADD. 1Z). CA AAreem+aat - IISSm� pp`_ Zt_ CB Contract Ikads --- - OMSION 1 - 6�DIAL X84OZ S mit! "� -- 2000 Cweral Specifications-- --------..., t '�:+ —X41005 Miscellaneous Bequira"ata WA. .,—_,.�. otn10 SUMMU7 oz Nor (U-ISSURD PEM ADD. 1S - _._ 02023 Measur®mai:t and Payment-- l SSA 01043 Cutting, Coring and Patching Permits and Regulatory Requjrements-- ^^____ .— _'_01068-..P.ederal_8nqulremeaes State Raquixemeats NomeaC)atttre and Rgttipment.Data - --- �_ 01103 Iwardoua Msteriala Seal.th and Safety Plan Requirements—- 01110 aaviroameatal Protection'Procedures- ---------.- 011e Emergency Responses Plan Ra 01171 quixesaeats .___ a3.actr�C Z[otor4 �.,...,._, 01172 Pipes Pesaetrations — 01173 Loud.Commtttated Inverter (LCE) Vnriab]•e Frequency Drives_ 01174 pulse width Modulated (pVM) Variably Frequency Drive ControllersSRE Y; p;D pg@ ADD, 12)_ 01175 Large Electric Motors - -- »_. ._�-___ 01176 Automatic Power 9actor Correction Equi.pm*at-- — 01200 •01300 Submittals _— 01311 Construction ScheduliaQ � _ Y _ -� 01370 Schoduls of values----�-- __w Construction Photagraphe — _•.. .... .,01381 Audio Video Taping- - — / _ 01400 rD ty Ce atr lg_ L -,�•�� -..01:445_ P i�/e r,�n � - 01500 Tsm" e r 'paPi,ziiiesg7� 01301 Veathae yrotectiou st=dard .... Cyt OI600 Material sad Equipment-------• _..Se�� i--��t.__-- -_ ._.. 0165Q.r.Coatra,ct„Sila.3uoll•5. .—.ti_..-_�......_�-_..-�. p---^---•-��4-Physicul.;C�rkt2ui: }lanufactar8rs Rept'esentstt:Lvas, Certi£ica.tions and ». -------- --------^----- '---------------------- 917.30-Qpera,eions and Maintenance Manuals--.-_------------- �__-- La.7�ing _ _r_ __'--. -- v .01736 ..Spare itfr se]C�►ycx 1 n#11 V ••-• - --- ...� ... w. �..n,�n o�WLLMM ¢ vial . lu bCKHI-1NIpp F.bJ '. C, ' 142-38/1 TAeLi OP COHT�S SeCt100 N. P: W/ --Pi *Xr-_ -01737 Lubricants- kk " 01870, Maintenance of Plant Operation and Sequence . ...._. ...._ .._.Y!...__.��(�, of Construction DMMUOA 2 - S= VM 02050 Demolition and 8odif£cations 02080 Controlled Blast -9 02100 Site preparation 02140 Groundvater Control 02160 Lateral Support of Zxeavat£ons 02200 Z=thwork- 02210 Rock Ucavatioa i A -2 IN) PER ADD. 22)- ' mi 02M Smn meter Grouted Pi]•e Poundatioml- �9 Seddiaentstioa_and Zroaaoa.CoatS-c - -1rd - -...__..__�zs7.3=.xoadvays, Ctirbing,�Karldaga. aaa A �+�. precast Concrete Xambelem and Strueturos 02610 Precast Concrete Retataing Vali ------- -- 2612 Reinforeed"Coaerate P1--_ ---�� 026SSr�Prestzessed Concrete Gyr); er Pipe and Fittings - 02616yDuct£le iron Pipe-an&7Jttiags �-+- 2622 -Polyvinyl Chloride (Pi'C)1Pipe_ « Z.- ` 02623 Double Valled Chaaical. Pipe Systes.---+�Rt-.15=0 PER ADO. 2)-Q PIIA•11I(sl 2637-kPrefabrfcated Insulated Pipe sad'Fittiitgs 2640 f Valves. Hydrants aw Appurtenances 02658 Connection to and Stork oq Existing Syrc.ns---- .. 02767, Pipcliae Bot Tapping and Line Stopping=- 028103 Chain_Link.Penes_and Gates- ' _ .-- Operator System � a.1�1,11fAQ -- Pursishings _ La'adsoapiaq. ----� ------- 02410-Loaaiiig"and Hydroseeding� 02990 Rock Anchors Dr7=05 3 - COitO8E7.'73 03100 Concrete Pormvork----- 03200 Concrete Reinforcem=t --- 03250 Concrete Joints sad Accessories _ _e 03300 Cwt-in-Place Concretejab ISMD p2X ADO. 12)- 03330 Concrete Piaislms------------ 03420 precast. Prastressad Concrete-- -- _- 03450 Architaatural precast Concrete---- -_-- ----__ 03600 Grout—..---____- 03740 Modilicstions to Existing Concrete------------____...._-_ +� Indicatas Filed Subbid Roquirod. , ..-. - • ---, ..F'i .+u. caxn ocwcrtnuc uiot . iu bLKk-INI P.06 142-38/1 TAW 08 G Section M` Pa =VZ% ON 4 - MA== — *04200 1:»TS8138D PLR ADD. II)- DxVISIOd�[ 5 •. liSTA1S 03120 Structural Steal 03311 Steel Do *0-1500 Migc0118VA,0143 Metal Lr..S.SSIYED�PB$ ADD. 12)- =10 Prefabricated Metal Stairs 05800 Upaosion Control AN=ON 6 - VOOD AND PLASTIC 06100 Carpentry vork DtMSION 7 - TMIAL AND NO3:S:= PRO•M=Ot7 *07005 Vateapzo0ftv9v Daepprooling and 07231 Mat CauUdxg e^`= PSC ADD. 12)- cel]amauus Zasulation and Vapor Sa=.iQx .= 07230 Fireproo£itlg 07415 1'nter1or Metal Psaels *07_%W Membrane Root8-x5sD8D YE8 ADD. 12}- 07720 800£ Accea:loriea — 07800 5ky7Ligbts DXVIUM 8 - DOOM AND VIImOPS 08110 •C=tom Stall Doors sad Prasas «---- ---- 08120 Altaainual Dort and Fraaes ,-------. 08210 Wed Doors• - 08301 Sarvica Dasra-------------- *08520 Aluminua A7lndovs- 12)- OS71C FWSb Haxvktrare - ----- *08800 Gla21ag---»» X88-I5.1=1 P81t ADD, IZ)- DSVISYON 9 - FIMo"8PS *09200 Lath and P3Astar� BE•-T.S.MD PMt ADD. 12)- 09215 Veater Plastered 01psvm Systems *09300 Me------» IRE-ISS'OED PER ADD. 12)_ *09400 Ttrz zo-- x s ) Pmt 12 - *09100 Acoustical Traatmamt t ST7E1) P&R ADD. 09652 Rubber Bags-- -- --- 0%60 Carpeting- -.- »�-- *09722 Ssanleas Flooring PPR ADD. 12 - 09825 Stucco Finish System-- -- - •---------- --------- 09901 Surface Preparation and Shop Prime 8alnting--•-- ----- ------ *09902 Field Painting i)tZ I:S% ) PF1t ADD. 12)- * Indicates Filed Subbid Required. ..- .�� .- -.•. .... ..u. w.+�n .a�wt=�nuG v a J i i u JCRh'Ir 1IV 1 r.YJ r • P. 5 z42-sen TA= (I8 CCa718aTYS Section Aa Pt 09952 7iAyl Tall Covering D2Unuff 10 - sn=AU= U /-/. ..__.._» 7p1Z1 Tackbeard and Triting soard CombiaQatio+► aaad IhLUttin Hoard3_4 10360 Metal 103111% Partiti —� 10200 14uvers-- 1'187.. 1035..0— , - - e - Sltz 'SS0pJ7 Pn ADD. 12)- -�/-_ 10510 Satet9 Device:/Zquipm *t •-----.- 10522 Vire %xtiatgu:L*hers and Aecessorios-._..r...r..� 10605 Vire Hash Partitions 10800 Toilet and Shover AcceQsories --.----.-�-- --- - _ DTVISIOi( 11 - AAII -_ � ,&quste�art - Gonera7.�----�7t8-7S.'�D Y� ADD. 12)- . . 1.°.pd.._._.._....._. 1131-.�r.::.t14i�4a.SStbOn � 11224 Su4mersibla Mixers 11240 Scum Hiandiag Tanks marl Mixers— --- 21242 Polymox Systems 11244 Fiberglass Tacks 13,246 •Cross31nked Polyethylene T.aaksSB8-I SUHD P� ADD. 12)- 11250 Lime Storage and Pneumatic 11751 System -- -- - PBS : 12 Sludge/Line - lIZ32 sludge Cake Serax Conveyors JMEMM - 112S3 sludim Cake Stosarta and !N tiQaYfc�.r. tem --- w- 1�n PMIM ADD. 31. - 11254 ACLSvaC Carr orp�s n A ` t'r0a Vass Ppb - 1105 odor Control Systems - ii � 11256 Process �g Stacks s�D�P_�__ 11257 ChOMICR . Sesablaers — sMD iff AM. 22)- 11260 Rrs#�u'�aayyzers 11281 sluice get es— - - - 11282 Slide Cates and Voir ------ 11311 son-Clog Centrifugal Pumps----- ----- -- 113:2 Plant 89fluent and Return Activated Sludge Puseps— -- 11313 Nater Booster Pomps— - -- 11314 Sdrsv Impeller Cantri:u4al Pumps - -..-- --.------ 113LS Progressing Cavity Pumps---- 11316 Plant eater System--•--- ------ ----sFB-XSSM��2)- 11317 Stralaers- 11318 Plant Nater Heating System----- ------ ----- 11319 Submersibla Pumps «..•----- --• --_----- 11333 Sludge Grinders ------------- --------------- 11340 Scam Concentrators---- ------------------- ------------- 11345 Chemical Peed and Metering Pumps------4-- -------- evxaa SEG PAEE !2 . .. .� .. ... ..-- ------ ----. --- ✓--- - P. 6 142-3$/1 WLY OF COME= Ne Section Fla 1350 Rectangular (Chain sad Flight) SIWWQ Collection Equipment--- 11351 Odor Control Units for Pellat Silo AreaSDFLBM PER ADD. 12)- 11361 Belt filter Presses 11362 Gravity Balt Thie3taars2 ---- 11372 Positive Displacement lir blowers // ��v.� s 11373 Rotary Scrag Type Air Compressors ------ --- -- �f-+ -- — _ 11375 bit Comprosso �v^'z��m PER ADD. 12 380 - "41 1�ppp 11Mecham^al Surface Aeration BquipmeniTagsen+tars 11383 Coarse Zubble Diffused Aeration Systems qu -rISSLYEA PM 121- 11391 Vibration Monitoring Eipmaat MB.F 11392 Vastaveter Samplers 11393 vastwater Sample Pumps (DPS.EIE1) PER AD• 2)- 1394 vairs, Baffles, Rotating and Telescoping�Co ewtors--------- �5.g,. 1L}JQ--$hap, Storage, Meint4wAnco and ZL`seel:atteouc Equipment--.-« Laboratory Squipsent---�---•----^-- ---- �_��Ofe 11v61 First Aid %Its - •- �• __-`_ " - 11999 Pipe Tunnel. --- -"---- -"-- DIVISION 12 - FLWMSEMIM s2UL Vertical. Lexivtr Blinds Office Furniture and ACcestaries U . — .__1'3°.t�S1�D. 1741 Laboratory Farniture 12690 Foot Grille and Floor Mats -~^-~ DZ=QN 13 - SPF=" CONSSRS CUOR 13080 Mover Sew+d &telosura ------------ •---- '- 13083 Sound Enclosure ----- ""- 13126 Pin Mixox* PER ADD. 12 - i3203 Product Storage S11os .Mpg�• Z- 13220 Fiberglass Reinforced Plastic Covers—•--------------- _. System--------- ��r- ---•.&D7D PER ADD 12 - =62 Venturi vet Scrubbers- 13263 Rotary Dryer and Separator D PER ADD- 13265 Sludge Palletising System--------- D �- 13267 Regenerative Thermal Oxidizers D PSR ADD-� li3't(1�.9G0 _ 13 Oo Prac.ss Imstrumantation and Controls • General. Provisions•---- -- S93-I^SUED PER ADD. 12)- e IaLstrumoatation ead Controls - Products- SRE-253U6D PER ADD_ 12)- �W�_L39SOQ:..� 13302..-Data Acquisition and Process Control System---.- ---^-- %Z-XSSUPD PER ADD- 12)- 13700 Removal and Disposal of 60-.Inch Pipalae az�d�.ppurtanances-- 13730 Transportation and Disposal of Grit Chamber MaLtarials------- 13740 Stabilization Treatment of iacinera:orAsh 1'1D±D PER -ADD. 1 - 13750 Decontamination of Grit-and Grease Chamber Ani s--------- -- 13753 Asbastoz Abatement - - ISSUED PER ADD. 15 - UMO �act3o�7 and Treatsaat o Contaminar, iter.----------- - - ' -- ._ • •• xn �Ww Mmu Viol . lu SERAFINI P.09 P. 7 142-3811 TABLE or COM M= Ne Section Pa 13770 Chromium Raluction Treatment of Ltcinerator Ash -(DBi.=D PB8 ADD. 1).- 13700 Removal and Conveyance of 1 ig.4 97rs--•-_-_ aasaraous uteriala------.------- �zs>�oea MM AD. 2&- Card - Cud Access Control StthsysLem 13860 Automatic Temperature Control System_2DEC Pffit ADD. 16 - 13870 Lighting Ccatrol and Energy neaagement Sn atyste2 DrW=QR 14 - CON xy= SYSrMS *14240 $Mraulic Passenger Ylovators 14450 Vehicle Lilt 14504 Utility Vehicles - ----- - +��-- �4—�5.�._.. tea+• Belt Conveyors aad; 2 Appurtenances QD3'rrS:rw) PSR ADD. 12)- 14552 Dry Scsev t:anveyors-- EIJ ADD. 14553 Bucket Blevators--.-- ADD. 12 - 14554 Airlocks and Diverter, Va1veA-- ----•• D PER 14557 Pneumatic Conveyors D - 14571 Vet Cake Hoppers and Feadarns P3M ADD. 14390 Pallet Semen 1Z 34591 Pellet Crasher---- D Yras - J 14592 Recycle Bio �MR ADD. 14593 Fugitive Dust Syst HADD. 1Z)- 1459.4 Duotleoo Loading Spout and Appurtenances a FEB ADb. 12)- 14396 Pellet Coolers 1) PEH ADD. - .14630 Overhead 3:idga Crant�----- - .. - - -- - 14700 Jib Cranes--- -- - 14900 Monorail aad Hoist PER ADD. 12)- D1v=ON 15 - MBCz&hV= 15061 $teal Pipe; and Fittings-----r-- - -- 15063 Copper Pipe and Tubing• ----- --- 15064 Plastic Pipe and Fittings -------- 15066 Stainless Steal Pipe and Fittings-------.---..-----.+---�- 15072 Ductile-?a:on Fila and Fittings---•-•---•------------- 15100 valves -�- ------ - 151Z0 Piping Spu¢ialties---.------- — ------_--------- 15140 Pipe Hangers and Supports----'---•---••-----_—_----- 15250 Thermal li%sLlation -- — -_----- 15255 Acoustical Lagging----- 15300 Fire Protection Systeks - General Provisions--- ----- 15330 Fire Protection - Sprinkler and Standpipe Systems------ 15330 Fire bump System---- ----------------------`- 15360 Fire Protection - Carbon Dioxide Fire Suppression Systems--- *15400 Plumbing - General Provisions- ------(R£-ISSUED PEH .ADD. 12)- 15410 'Plumbing - Piping Systems-- .-•---- g8�_J;,SSI^�Eq pDD. 12)- * Indicates Filed Subbid Required. wxn WMKHUt U1Si . 10 SERAFINI P.10 P. 8 142-3811 TBR OF CONES Section NoPa 13440 Plumbin8 F£ktures and Trim---..--.---«-_.., -. 15450 Plumbing Equipment------ -- --- - — --� _ 15435 Flumbiag System Pumps I~T331)ED M ADD. 12 - 13485 Nitrogen Purge System-....— - SS1�U P *15500 &VAC - 6aaeral Provision--------- - 15505 13520 Steam and Condensate Return System EqUipatent and Accessories 8-T55Q$C pER JDp, 12}_ 13541 G0triatzitiagsl. Pumps 15545 Chemical tx•eatment-_ - 13550 Seating ggndpment and Coils ClAn. SUEX PER ADD.-12�- 13535 8oile�es---. �"I`g"y�i gam. 15575 Flues, ,staeks, Br4achiags and Vents___ ..- 15578 Steer Etac1l-- i PER ADD, 12) L` - 681 Rotary Chillers ��>`F8R—v�n'�2)_ 15682 water Coel(td Chiller/Pump Package--- 15855 Air Am4ling tlni« -r-- a-ISTD$) ppR ADD, 12). 13860 Fansff1 tlf`Pi?�a2- 15861 Saduaed Draft Pa - - 15890 15890 Duetvork and Accetssorias - 15891 PiberZlasc Ductvork and Ac**ssorias-- )a:%=) ru ADD. 12)- 15892 2rocess Air Ductvork D�6DD. 13921 Ductwork Silencers Q I 6 YADD;L2)- / *15990 Testing, hijusting and Balancing DIV2ST011 16 - BI.F=ICAL *16000 Electrical - Coastal Provisions---_-_(8s-ISSDRD PEa ADD. 12)- 16110 Racevyys, 8osx3 and rittiags --------------- - -- 16112 15 KV Dun Duct -- 16120 Low Voltage Viras and Cables --------- 16121 Medium Voltage Cables ---- 16122�Pi1tar - See.. 167x12., 16141 Viriag Devices - 16191 Miscallaasons Equipment -- — -------- 16345 Meiism V91.tage Mtaglar -- ---------- 16380 15 K7 Load. =aterruptnr primary Svltchi;aar---- --�-- 16425 2771480 Valt Switchboard-- 16430. witchboard 16430 Substatiott TraAsf t-Aers------------ 16431 Pad Mounted Transformers--- ---- _-_ 16450 480 Volt switchgear--___— 16470 Panelboarcts---.-_.. _ 16480 Motor Control Cent ars 16490 Automatic Traasfex Switchaa---- ------------------� r-_ 16500 Lighting Jfixtures ------ ---- 16502 Lightning Protection System--------- 7SS08D PEP: ODD. 12)- 16600 Undergrowsd Syatam---------------------------.____-r 16660 Grounding System---------- ------=------_-------,.--------- 167Z2 Fire Alarm Multiplex/System------------ - -� 16723 Pover Monitoring SysCem------------_.__— ---•--_�_ V_ __ * Indicates Filed $ubbid 8equired. • �.�.an onwcrcnuc v l b l . Ju SERFIF I N I P. 11 142-3811 TAM OF COMM N� section' p, 7� �,..._-- 167d2 .e T 1he$q -System - 3"daare and vlcim -�-_. 16212,_ -- - r W. 167.4? Talaphooe System - EquSpmen% .-.-----.- ---16746 FaralYurty Intercom System---------- W Closed Cireuit Television System QLE-2SaQF�-PER2)_ 16859 11actrical Haat Tracing APPZK= Ower Furnish®d Periaits o Salem Coaservat-4On Commission - Order of Conditions Boring Logs ODsarvatiau Tolls Uvironmaatal Sampling Bid Fora (2 Copies) 6-71 -410 70M ..... _-. .-�� .� �-, •...�� ...... �.Javi .xwu.nuc alai . iu ocrtnr�ivi r.is -- �trlct,.vQVr.� at)dam,. �ule,._►�� - U►,1Eh�r__..�rP��.�s - �N�S�r.._1�CL�.prV�Qe......__� .._�.r�'.�Q ...._ . 25 -r- Iv\L�G��..LFsC�u� _. - �ld�J7�r.1T.1.�$.��a�; � *�-w2S__._. —�_ ._ .__ __•-...SQ,C�DQ—... �.. MAt►t.re.l�+ .. 'int �'�3�+ 'GL�.,.f.��:U �.�2.—_--.�r�-- - s�_Cpb`F:€�i?.►�no�L. _—�._.. .--• •_� _.._—. ._._ _1,�5`laz`,_S75 ♦.... _� .��-. ... �-. i .wu .:u. u..�.. ._.�wu uiuu u.ai . .0 ou.nr'uu r.a,� &*4 -mom •' - --• .+cwcr[IyuC lJlbl . 10 SERRFINI P.14 SCHEDULE OF .ALUES PROJECT: South EueX Wastewater Treatment Plant Upgrade Contract No. 93 - 1 aowCONT'RACr AINOuNT_ aaa4Ap6en d'Wark aad . 11224 an wow le Atter Wit Uro1 Cea1 . 11240 scm +aTwo.amba jft i.A. . 1244a0.00 .. 11262 p S y 11244 FRwOtta Ytnpa Li. 0.00 L S, 11246�t6nkud pwr.ohl.t+. LL oAo Ume +a.a++atan L6. 2aassao 112b1 ONO%I Lkl.mbw _ 11242 Cmtu screw tat L.S, 2732MA0 . 11253 Spy LS, 12a72,00 Sludge Ctka SL1tt2t a 1lMotdkg LS, 406817.00 11250 Drat Contra gyu.� • 112x0R4tiattf La. UO 11261 aka"*4ta L6, 11212 Sha•amt aL'a' assauAo , 11f.keatts LS. 2a'Y14A0 11311 Nsa.OtaQ 66136653.!�% LL . 11212 PWdF111wn;PwqaQ0n 11312 Rab Pumpt LS• 0.CO . 11313 Yyata aecow PMq Le. OAC 11314 ad whq,4vC+�W arLa. CAO 11316 Ptogrs ft C"pumf Pw"pt L'a' OAO 11316 P%d Watwayttal L8' 0.00 a 11317 akainart Le 0.06 11315 tmWau14"Ovsyp" LA. CAO 11312 tivkmr>3,y LA 0.00 11372 stty0t 001MIM L.E. 0.00 11410 Sam 4n4key14a1a LA. 0.0n 1136!Owntew F.y a Mabdn2 p La. 141701.00 11360 R ' LS, UO2YIlt Stltat Cokdat L& IQk74Z00 . 11367 aat7 Cdnid Ut41a 1x P.yy atoAtat 11561 er tRtmw La' tt ptt0.00 1130 a"e.6 Le. 17400pag0 11772 p0aere pttpunalt a�Ms Li. 44466.03 L.S. OAO 17777 Aottry 60-MAI,cpaprHyn< L.S. 11376 al ONk10 Ay 807 . �wssu4. L.a. 1IWO H.tcn,aunt OA3 to Aottttoll .qujjW.O,t L6, 173707.00 11365 Carta a1ed4=UAW PM&M 11321 M t4tidA/4ad LS 0.00 1119?W7tle�wWtaunpttty LS. 256613,00 11aµWaies,Baff4.,Ret.a Y.1,E v' L.i. OAO U�m.M LS. COMM,00 THE MASSACHUSETTS STATE BUILDING CODE Conditioned floor area: All portions of interior gross floor area which are contained within exterior walls and which are conditioned directly or indirectly by an energy-using system (see "Gross floor area"). Conflagration hazard: The fire risk involved in the spread of fire by exterior exposure to and from adjoining buildings and structures. Connected lighting load: Total possible simultaneous demand for lighting, including power used in the lamp itself and any losses in the fixture and ballast. Construction equipment: The construction machinery, tools, derricks, hoists, scaffolds, platforms, runways, ladders and all material handling equipment, safeguards and protective devices used in construction operations. Construction operation: The erection, alteration,repair, renovation, demolition or removal of any building or structure; and the excavation, filling, grading and regulation of lots in connection therewith. Construction supervisor: Any individual directly supervising persons engaged in construction, reconstruction, alterations, repairs or demolition involving the structural elements of buildings and structures. Controlled Construction: The construction of a building or structure or a specific part thereof which has been designed and erected under the supervision of a licensed professional engineer or architect using controlled materials as herein defined in compliance with accepted engineering practice under the procedure of Section 127.0. Controlled materials: Materials which are certified by an approved agency as meeting accepted engineering standards for quality. Construction, type of: See Section 401.0. Type 1: See Section 402.0. Type 2: See Section 403.0. Type 3: See Section 404.0. Type 4: See Section 405.0. Type 5: See Section 406.0 Corridor:An enclosed hallway,passageway or other compartmented space providing the occupants with access to the required exitways of the building or floor area. Court: An open, uncovered and unoccupied space on the same lot with a building and enclosed wholly or partly by buildings, walls or other enclosing devices. Inner. Any court enclosed wholly by buildings, walls or other enclosing devices. 2-8 780 CMR - Fifth Edition SERAFINI, SERAFINI AND DARLING ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS01970 JOHN R. SERAFINI. SR. TELEPHONE JOHN R. SERAFINI,OR. November 2 1994 508.7440212 JOHN E. DARLING 617-581-2743 ELLEN M. WINKLER TELE:CO PIER JOSEPH C. CORRENTI 506-741-4663 BY HAND DELIVERY Leo E. Tremblay Inspector of Buildings City of Salem One Salem Green Salem, Massachusetts 01970 RE: South Essex Sewerage District Dear Mr. Tremblay: I am writing on behalf of the South Essex Sewerage District further to our telephone conversation concerning the District' s installation of temporary laboratory and office trailers at the site of the District 's secondary treatment plant construction project (the "Project") on Fort Avenue. The trailers are being installed to house the District' s laboratory and some administrative offices while the existing administration building is being rebuilt as part of the Project. I indicated that the District is exempt from local zoning ordinances and bylaws and that, for that reason, its installation of the trailers would not require any approval from the City beyond a building permit from your office for any part of the installation governed by the State Building Code. You requested a written explanation, which I am providing by this letter. A review of applicable Massachusetts case law indicates that the Supreme Judicial Court has addressed this question and has concluded that an entity or agency created by the Massachusetts Legislature is exempt from municipal zoning regulations insofar as that entity or agency is performing an essential governmental function. County Commissioners of Bristol v. Conservation Commission of Dartmouth, 380 Mass. 706 (1980) , and cases cited. Sewage disposal is clearly an essential governmental function, and the South Essex Sewerage District was created by the Legislature by Chapter 339 of the Massachusetts Acts of 1925, for the purpose of building, maintaining and operating a system of sewage disposal for its member communities. By virtue of Chapter 339 and its amendments, the South Essex Sewerage Board has been given broad powers to construct, maintain and operate such works as may be required for that system from time to time. Leo E. Tremblay November 2 , 1994 Page 2 Further, the new secondary treatment plant and related facilities which are part of the Project will be constructed by the District to meet the requirements of the federal Clean Water Act 33 U.S.C. §1251 et seg. , the Massachusetts Clean Waters Act M.G.L. c. 21, §26 et seg, and a Consent Decree of the U.S. District Court (Massachusetts) in the matter of United States, et al. v. South Essex Sewerage District, et al. , Civil Action No. 83-2814-Y. Thus, the Project is being constructed in furtherance of the District' s legislative mandate, and we have advised the District that the Project is not governed by municipal zoning ordinances and bylaws. For your information, I have enclosed a copy of the County Commissioners of Bristol case cited above as well as a copy of a Memorandum on its application to the District which was prepared by the Office of the Attorney General on August 8, 1980 in connection with litigation between the Commonwealth and the District at that time. At your suggestion, I am forwarding a copy of this letter and the enclosures to Robert A. Ledoux, City Solicitor. I would be pleased to discuss this matter further with you or Mr. Ledoux at your convenience. Sincerely, SERAFINI, SERAFINI AND DARLING �E arling Y JED: jaf cc: Robert A. Ledoux, City Solicitor (By Hand Delivery) Andrew H. Sims, Jr. , SESD Raymond G. Bouchard, SESD Raymond D. Masak, SESD James Maher, CDM irdi�f lr of h1�4 �Ar11�;1f},'�1Ay4{ 4..41i "ik�f� J' Piia:',w 1,+ wSfl'd�'F'n4tlQie,,ilt• Ill�,�y,a� Jnt l 'a.. � :"�'v Y°{lFY v c,i.Jr, 2. I@ a '.I';, .{: tit*I Y"4 lu¢ f + I Ii" Ma�fPl ., 4k rAl ``I,tip�1 li{r ur r�,! kj) qI 'k'f1 r lfS,q w�J,q•d,�� t ��rI}}} v , ry A, �{r: �q f ly ,5 SRI. n l I I.., /q�{ d :tq�j1�4 �'Sl, i� "�, !`J {� � �, 7�..� � �r':,i9�'W�F 4".��, e 'S'A'T S;f"� a° I � d�M$� 14•_ �fy 4 EM,ik B,y l'� }t .•�� r, �in, , " Ic i rM 1 t Y u{ tY�M"�T"�1 Mya ��, ��kk,y 91�g ttgl� :'!, apEd ay ' 4�v '}Ip�irj�!@f IA.✓*`�y'+:;1ry�µi�,Kl 1}'', �r Jiv,iy��r'..�{t�'�'t" `fir,, al'i' �y,,,}F1 �I ,k;�G' "y iJ'�'hn .1, n to s'�rfrE:t! }� 'F'qµ� Y'. "ly.ro, 1 , !P v�`,,�gyyt 1 y l f,I W I II t�n�t } �� Iwi fit+•�� r + whk� , ,gg, Ils d,a�li day , hl,r ,rlcl ! �@ ,ln.Y :' .SF"J i If,d I I�f Mui , Ia7) Ilvfl .._t,l 6 � � N ldt�pl i i '1:.411ant. g r fnl�1' i� Ck'F��4a�ryPMlTb 17G 1 1• ISI^) 1�+��°4gN9dl�"�SMIyl O{�AY flf 9� E�"44nkr��JY�ir l� �k�f�lf t1�'y4'AY Am.�"lg iii��,,,�FwwwyySA�SI3'h e r Y a F r � lPl�i�ll��' • � • �fi S t � "a 1rm�` �1 I��u 6} . • f F`� tw,,JAA dq��sk dk d� ��, I� I �19�a i1r�4� tY ��tlr��.rft�: Iru (r` . . • 77y��r ,t�3'd1,dx F{ JriJ'��F� 1� I iq�l r4',ia 1 � f � r �} Iiy(¢yptG�tti'7 1!;l 1100 ol r Y�Mfill 1 , t ( 1 �p�G f 1tl II II I�"y1b�bjY f 0 Mass. 706 N'' --.------_ 380 Mass. 706 ' P ' rinnindill. —___ .. __ _ -__ 707 .------- Grurrh ( muni psi nr ry r 1 114,111l 1 t mW.n of it (onunin:^n .gni hnonth. { h -- L dative mandate and after appropriate study and invcsti�a- tion, the county, commissioners devised a plan to build the X jail within the confines gFthe town of Dartmouth in an area svnrro v of the town Zoned for limited industrial use. The county ' nientscorn iof G. rs applied, in compliance with the require- &i ;It menu of C. L. a 131, § 40, to the conservation commis_ Sion of the town of Dartmouth for a determination of sahat .11. conditions if;my, were to bt applied to the construction of the propos 1 1 ed new ail in 1 order to respond to specie d "`ol, Moo Cn,y�oro- ronmenl'ail considerations. The conservation commission tflt d nut' t'oontr✓• determined that die proposed site fell within the scope of1�` " Q 4Q and that the cnuntv commissioners were " oil constrict- therefore required to file with the conservation commission subject to a a notice of intent to engage in construction activity on the land. i The notice of intent was submitted in the recommendeGl � Court on form, including complete environmental .data along 4§ 40 f the $25 filing fee. General Laws c. 131 b with ' as amended provides that -11-110 such notice shall be sent before all , . , the Su- — The proposed locus is within a district covered b 1 11 st'' ed direct mouth zoning by law which reads as follows: "SECTION 5( of he Dart- d INDUSTRIAI, DISTRICTS, L fMITED til Within any Limited Industrial District, as I) for the indicated on the Zoning Map, no building or premises shall be used and `� . 415 no building or structure shall he erecter) which is intended ll deli f o i he used, in Whole or in part, for other than one or more of the following - r spmificd purposes (1) Wholesale w ' r riled the arohousu, including office and showroom Facility. P : cf a new (2) Light mdustri l uses, including manufacturing, store e, ; 1'g"{ ing, fabrication, packaging„ assembly, printing g' pr»cecs- I' z or emi- experimentation and testing. I,or rep reduction, research, ;? this leg- (3) Store or service establishment for retail or wholesale trade display �1v or service of predicts manufactured on the same site or at other sites of the I Sarni, company or corporation. Such store or service establishment shall rrtl' r nl Section be clearly incidental to the primary industrial use, f r� ��! ,`s�H c.cluon and - . . . I rs of sa;d (4) Commercial kennel or hobby kennel, subject to the following con- Nd" r building dinons _ (a) That the Roard determine that such use is not injurious to the di.s- r ksioncrs of trio. ing,or ac_ (b) That the lot on which the kennel is to be maintained have a mini- .1 may Ir• d muni area of One acre. 1,i' F (e) That the Board may impose other conditions it deems appropri- ate:• t �d:l 1110, i 11 E �'aaY"lI 11r�1F/I�t 1 1nrII gil r 1 I 1P tlrk t 44'tl`k�{ rf ' •P j�4i ,tl}u4 � r ' „ rtl 1+I9t;ttpL�,11111 1 J{�'M; ,( ,yyL1' AI'Jt� 'f lr�yf;.1" 1'r � iF ki(I"�1 , "`r^o"I(�.� fl ��{IYA'ry.Ld"� 4 �Iy!� IJI;IiLi.p ' y It lfll , 1 Iv� r•.. I Y 6 � 1111 S•r., tl '+ �'rlrY�"�.�y. d"+ �Y 1151�'� 4 �'!„` f5x ufP��sII w vrr It e� ra �1 F%f .�' •vf1Ry� f'',xf.�� } I�,1'� +`�11Ya ,47;� r1 �I{ pl Y� y' rtY yy N� ”' IA L.�,'. {�•/• �i �rlf u...!+dal ' r�I•p.I'm rr I n ��i k_, � •� fxlyyp t� ik�Y il"r w+ , � ' �1, ' I,4Y'�i' I P+� ry •� ^I �r� 'P.(55'iY4k/�I M ! �� {AI 1 ",� M V a Ili"f � ,� r �`"' [I �:: 1n7kr�+,.S"�3•},1,�7.�?�i V,�Y., Il�il 1!'"'Yyyqqfi <<'�V��l ,+In" � , 't I�\ti�7�+'d��k'��1��1��'�' '�.. $I I�,'E{'�N I 4(h�t i� �i��r r�r�r�1I L� (� �1ty�" �,�/h rr'"� ,1d C f. t ({.• u 1r�"M,}prf,4Vr 1,� 5 i' I 4r 4., d 15 ysrq.r ljlvf �yR'�+r�ui[t�1{n'I t b Ij'e(i1*M y��, 11Fh${ #II" �i /� '.�'v kl�ty" ,i'ri fiW��I "Y'#".I"' yrr1:. •'n 1111�7'p�� I�(�ti� ll'x}r5��1 '- `#�N�4&Y��1�35}�rl�'ir��T'4�r'Rth{`flj,lY ll.. k�5r�,"�Vrt 9'�NCs fl�pd�d'e �'Yr�,,�d5'��'��^yye'} � " '' „. Sywd?}�r 15�`j "�/t' J?+,F;, I t' "�''� r'" r 'l(!' �l4�14 M,.r1�, +I} "� !{' lfti' Ai/,4 !11,17:J"6" .,., ! lil ��A il, �,�y�nt L� •`�r?w!''hd ' �t�''S' ,"fl�,�'1 ii•�I"�:. 0', M F /p 1tt ASF.. 11N `I�V I.I TI�Y rIWVIA/ 1:� fR f It y� '"'lAnl" II I Y r >�II '�,' IP MMv M VAI, tg..t F ISfI)1. 3 k 4h L,r x P :. dPtIri#+ s}:: dt �'$'Yk tl S~)i Il IA. �I 'Al ly s rf' ¢ u , •.I;� j1 �1, 'r IS k I �u 1\5 I � 4 /I M +�p1� M, Yj•�,S w NL r^t�17 I S I r r "�.k r� "{1� 5 u �! "�1��}IF�'f�� ,�j�I�II'.'r I��k'1 r a��r{a'"�I! ,�y�:i.�r,awt �r�' ,#"�'k_��I" IA ((1 ^ +r �x� w1��•5 f'il`fy�'�}A,I�f� i< pi�'.4/ +✓�'-0J 'h�i�L �is�� ,� SII i}}yFd r,�Y MS 1 l,r.rl *a�!§rl, , i, ; .y.,., .ir f I �d.��f 1t�•e...yl l,�� I ,1.1 .�'��I,,.��f < FS t +Ir �.t'+I, 11 { r'§ J��1'" � I 'I;';rs�'.I��' �.lt sb a �hF� �"SI 1'?rr4 un.%x li6x 11�`I d� tflr;!. 1`YA �, V"a�r�'I�I;,; •r•�..�,I ^, 1� I",, �" til : •, ,4��y:�'t �'� �,7'�r� �" �,'�r�t', �h•k.�,", 1 dJG � a�, y dlgl p 14 A i y P tigy )a1 dILL "1�� vpr FIe trltl " 4u 1 ,tb u .t I^�, l�M.i,.u.t I .b•,�'p, I.�e`+hlil S' �r��4, d gt '."�� tIl ' 117fS'd�{S '. �h+q'll7'w.,�S yLG Yl:ni.,l � 1p/ li.�Mj yy��+Fltif!'N.."m1:v10�,Y>�'{,. ,la'�11phILMl�t ri�4`�.�,y"M1 ' 'f'iYN� a.i�xx glnblFh. Vay(.I ':I�tt1 '' LarI ' rl 1�>�ylL. i+Il lVr),It17r,ii4 p„,✓ �':;i,V� yl ,•yl f rxlyY 14 ,di ix'�Ia � .,. Y I n+�yrl r �f"+y 5Sr t.7y4 ax 111'S"AI, ,r, ,h. 1y t ,j.s ' 1 7 ��1 +h��It f1tiPpp ,y`#�Ikl Ilfl M Y Puy!S� n� � d I V) fLl yl`i d �,{1�'d151 I t to i�•I 4 4 �rl��'}b dP ��•♦♦L�b 1 Y1�}� r�lyl . "F�eR gy�fpi`YIi �.I M 9�Ytt q�l axPf�+ � ��rj 1 LkYt I tl III 6 4 II,4r�"/rad{T, 1/r� I�,i 1'4'�•�Iy�,, f 1 I �'�S��'!�M1��aA;r I V1M54<+1�i�,d11rt 9 •� • ; r �/y I��N f.dryl'N"�h n�p'�'P}err• � 'llr f 9*YwFi'A;�'Y4i'a� r� .itt J Pf'ns�.1'1�1�?r+'la � II pl 1r � o,r f 11l 1r 1�� I�b��'IN'LI y�, � Sld�a r :A •7 1 {f , 7 I ��}nV�r1�f M��S�p� N:�lk � •ulel � .. 1 4 II y,gal I 1 I�VI'(� l�F. k (1 Mass. 706 I 380 Moss. 706 q, lnrtmmtlh. 709 -- f , h Cn, , is i n, rs of❑ri 1,I r,. Cnuv;n u,inr ........i..i n of Dartmrr:tlh. +, 1 1110Ct t0 the ------ _:; park comms>sumcrs had made a contract with the defend- ime of such ant contractor for grading lice map be and other work on land in Quincy which they hart taken for park purposes. Tile commission- gr elf In ap_ e rs authorized the defendant to build a temporary stable on 4 �ri - nservalion the property to aecomrnodate the large t� that their used in the project. Thchealth lawsgof the mer of horses u iclpality n had boon prohlbitccl such a stable. We held the health laws i i p lit ){ Litt, zoning cable under the circumstances, reason , law made for the regill ' C that a "gCneral then filed gulat"m of citizens must be held rubor_ dinate to this special St list regulating r e proposed g g the use of the prop- erty of the from the State unless there is express provision to the con- trar}. It is not to be presumed that the Legislature intended q�q Superior :' I 4 to give to the local licensing board the at to thwart ds d and :Inv the IT unnabl� nccesserl' efforts of the park eornmissioners } re not sub_ I of to perform their dut gents of the State." Id. Dart- Y as agents at 443. �'� The same reasoning; which was applied to exempt the �'t6lsu' I of Dart- metropolitan park commissioners from the Quincy health ens under laws In 1'ea.vdale was applied to exempt the eornmissioners l int; that a Of public works from a Medford zoning ordinance in Med- "11 znnin� ford y. Alnrinur'f't Bros•, 344 tome Rule the Department of Public W Mky had made a contract with tion with- the defendant contractor for buildini� state highway• The defendant received permission section Of an Ifrom ler, rutin); I' the chief engineer of the Department of Public Works to I in Dart- construct a railroad loading rs seek to g area at a particular location in the city of Medford which was zoned for sin gle res g be The city,sued to enjoin this use of the land under the ia uthor- ) Doing by_ ity of its zoning ordinance. in ruling against the city we stated that "(sv]e cannot conclude that by enacting the%on- = Il IS that "a � ink Enabling g Act the Legislature S' absent e. oture inten i1f monies dad to authorize a pality to thwart the Commomacaltil in carrying This rule the functions of government." Irl. at 57. g oil( I This rule We reached the same conclusion in Village on the Hill, ¢ i 111' TYf �,• Conslr• "I". v. Afasaachu.mtt•v Turnnikc Arrth.. 348 Mass. 107 ropolitan (1964). In that case, the Massachusetts Turnpike Authority t had taken land by eminent domain from a private l� Is Con,stin,. tion, Rivett Lathe & Grinder, Inc. te corpora- (Rivett), in to Corconnection k��larll' with extending the Massachusetts Turnpike. The authority a, tiiPI�4 Yt p .: v�{�f4,hle �t u{ ' � r ryN�t(r`113v�.• '¢�, �R �A1, l+944��•r Yf lk'4F 4,�'Ay4{) }71115#�` Jlv •"�bc:p{"¢i M1�i �V1,y: I�IJ 1!r Aifyt'} kr I j,:.pp i, - r r Ni ,Y {, � }• { A I �'� f' T1';��. I !4 , ..)1 ti k r '/!.Y UI {�4 . d �1 R;iF 4 r'!r �'n hSid 4t iMtt�,e�¢ ,:6'. i .�) ��, t y P dp Gd��'�'f t,l�'� � ,Yt�J>x f4✓'';r� �",.,r.u« +a Y 4 Y•I >W' { , pp J a ] Y W '1 ,+ryY �yh .{t,�1 k5,i ,{1 r ,4 rY'U'i 14 v 'I�1, a it Lir N«"1' 1 f•. i �,1 +`x« t , 1 1° �ro N�}yN. y y'° r.l��, � 11�!(t }R'sl'7� k �r�'NS �F, brl �+�niY�J!41d?},I P rlrr>}i''a�iprt 1�e i li��':I�I , 5 { ',��^4N, ✓ LY"1�i {11.�".; pq{y��'' !, , 9,�'�'t4� '�yy,, ',,y� r [, y IP.Y qo- � Jx i,..� '�.�'611}•��,`5"a V Y 11�, Ji ,+Fr i. W,t N4r. }I rl+�f ri.`�fm ult / I "'y. � ,.� .�r<.,f�'+�� I'Ad,N.�11;'P" . h�{ 1 T t• ,.�� 1'k :,411fi r:il � �r�I YY.Y+YjEy 'b L!. , ai+fp„�}T6?,¢ii�'M1+ ly ri,l l,?ti r 1P y r� r � ;r;; '�+ 4l. ...r�..yY:Ar v-0 kr I �•{4 �,�Wj7}ydk 1 Lb; h��' „I;fi�-14x9 ?:Ur �F;;:�I,r5UM1F7 � !,�E n �, »,1..�.!�y I}u.•s, +r r, 1)h :a;'v'7 p '�+w 11,, r J yll '�SA�!, r �r�l,. i`R3p}y{!� r (,'��}..ur j4. 6r{4 ,4� r1I ,�+'.I�;� ,�f ygyr ,4p � •p �Y 1Rr ��HrY¢a44a {rfbG P�„4iJ �r y�YJ�P('r¢+i��)I :�T.ti' «r �>f[�4I��.� i&r, _y�14 t41.L, , . Ly,.��! JtF ,.I� . 4 ,y91 1 'f° ,� f b{ ��-•f:•P tl, rrfp�h •ii �1 u Q�r W, r f, �j �n` '.kY,.. ;Y+h t•«,�' ', �j iAli, S ��f P{r idly f`:'�{a 1¢ w{t^`4a6 '7 r I 61, L.i �+ 1.y. :`a,i « , -0� ,�� l�1.,9)�1?'..'�!(IY tt(,,�i tµ1 P'� drRyiF'p4a�dr,,•��;A�d".��'L lry�rri«Idl `in'�YI '��i�)��lil+�lt'+�i5.:,�' ri IG :+4��i12'i•Y�. I� Ykl.''.''�, ld �{k�jlH.rr!) rn5�k+ h} i" h,V Y 1 t Y. v rr ,�♦` 'f41d)i � n rt 1 Yd`A�(�l q:�a 1 t`r9�R�r ile�#y�'!rq�'�P.p�?fJ�ryf�+9� J 1N9 P �I;i. >`p,l Rh� .)�¢�4Iy, X !.l•i'. 1a 1rr� 4� �inii 1e{)M1f�r!�.��Vi ��,�yS4 �:�i 11�4� 4 I �ti �rl�,r '�F...,,r✓11��.'l��r�:�l{� , N0. Srl.�vf h4,Y0.6.�'��7v +i'1Y� �4�F.gl'"1.,}lf v�'� �,,hik»-0'�r'V�hl pl M1A�I� i{,rill q.�' .� �`VvIHY«MYiTLJi�{M1'�.4• 4 !� rx�•'ddplE�e¢�} "�, ,:�!r�lE'!,'d �� JY4�d��rrJlf4 �nN.Y �Iy .: NIi Y'�x�hJ:r,kv 1��' +'riS)'„�e� (�I'�'il,I°ra ni ^ L�,,r�r f, n1'IV�HI �'S 1., y� yrr �+r;;rt li �:�'y,{' ryP }'C i.y 11. : k',i�v�. y gM�':GIA {i',P�i�,34,Y(,SI ,7J a,ti dAr y,�l ld Ar , „' MaI` 7 :}iSlet '�j 4'I��'YI'rp' t (ri m4id, ili l�Itr x,.wit kS �'fw wtI,' Y�,)a y, r. tiJxsl,�J JI' tr,.;' li y�r hl4<im fi` m � 4+ Yield r Y P I lea ry e r i,i err 1 ✓ur .k^irf �h) 1 tJ!-0,J 1Y�i Fl �1 Y ht-0ya ir�F Yi}"A. r„L, f n n m r r 8 r +Ahr M1I ! rrrq P 4r Iq lµ { � w v {{� 4r' n,I ,1111 t)i. kr»I t b I r J� {yiM RP r lsYlrYia B� 1.Mr � f r � "•��//yykN��,�A�S ''�yy''Y��\\ilIyy�Y,��fryrypplfi�Ay�'1�Gv'I�� / • P`�s4 a�IJt�lrty�l��',.trNf�+Ehp, '1rvkt T�!!yy��r. Irdf�l'y�,1I+11�5414"'Ir�'p6Ih�'Njj`„j/ 1 ++ll...........a'�;�>�{;♦ JTIIY�,HM1 Y�R��'"�Y I'N�dd{�'i�ii4r�•� 1 1 '�fia,f Er�q��" t�Jl�"A�Nr`V„,'Id � � 1 1 • I I r , krx Y,yyp I 1 {{�,jVfA'pti p� 1 J yc` IC 11 �IPIr4 ?�GIu p�4�4y Vwaa ,�wgirl pll� I(FIi� • • 1 1 ��r ,1x11$IC,"f•��y5�,4r4iE�I»')<�x!�1 '��,�fAy�'jul��f:Pp��l�y�r"��1 i�JS1�' • i 1)jpj rS° aNkP9�,IJ rS'p i to'�'o�klf��I�i�rr+NSV�Ii��i1�If3�: i 1 • • 1j95m t��Je I ad11A,U' ��G1 �1 Y nkl4'1 a�ll9, {�A ir¢,ri i6 {��d7"+ y�LFr 4g'4 dl hl rFJrwh{�IC NgI�•fq • • @Id1! �„r�+r}tb,M1G��llitla"irM��'J?�,!� 1 �� y 6g y m )�S�S I�'�'7��I�1rr4Vrrlrl{{��y{,1 1 •• -• 1 • � I pY"tu�.+d�g�ha t^rc,{vlxi"4'1.•x. • "'i"I"X I �(� �i dr�rY �i kla lyy�7 kvr{T�f 1 � • 1 �ik�{d�il �'"i"`}1YIr�d49�'�,�Irjl��;. • 44 ,"ry 1 e Nry ��,dIY Iglrril 1 n�dk*!`I �4 {yi�.�, 4pori,l {� rr:Y�4T,iE71xu1�V�5Y`'%�, 1FYb �r{ A7idIY y)lfi��rih I��M�' t 9 1 YY'�•J iP i4} y��i{I 4 V Y1. �{IyF. p 41 y'J 1Un + 0�, i Mass. 706 380 Mass. 706 rlrnonth. ---- 711 CMIllly Comms inners of Bristol o G'nu•rnitlon(;ommlz<in..of Dartmouth. ich Rivett --- --------- ` •+ ty stands in the same position as the other legislatively purchase created entities discussed above for purposes of applying this )eforc] the rule. Like the Massachusetts Turnpike Authoty, hick rhe p title we described in AMSsarhusetts Turnpike Aulh. v. The plain- P Common- wealth, 347 Mass. 524, 525 (1964), as "a body politic and the build- corporate . . . and . . . a public instrumentality performing M bf , Do zoning i"'an essential governmental function," counties also are "oc- he factory ganized by the General Court for the convenient adminis- ihl t II ucc lis- l (ration of soul• parts of govcrnllleut• They are bodies wai- 1 ( tic and corporate They exist solely for the public welfare." s, includ_ Coanty of Midd/avex v. Waltham, 278 Mase. 514, 516 remained (1932). "They may be chant cd at the will of the Legisla- I was riot tore, and the character and extent of the sovereign powers b ,tip °°eft r"Is tr to be exercised through(horiti- is them are subject to modification in like In neer, according to legislativejudgment St. 1952, of the re- St. quirement of the interests of the public•." Boston v, nWeal tit, i Claelsea 212 Mass lel' 12 rely sitffi_ 9 (7912) $cc also C. i,. C. 34, lar�r r� 1. �1 h d the pl untlff county commissioners seek to ac- qry E Jlal con- tP''F Gtp.r I '�1 f complish here Is cle Irly the execution of an essential govern- "11YI li lt� govern- i mental function. General Laws a 34, g ha(. funs- � § •3, as amended �+tlSt through SL 1978, c. 478, § 17, provides in part specifically ppllcable that "[e]aeh county shall provide suitable ails, houses of 8 c or hy- J J% An`I1')j. correction, fireproof offices and other Public buildings Turnpike p necessary for its use." Therefore, our reading of Massachu- setts case law leads to the conclusion that the Dartmouth q ' created f` zoning by-law is inapplicable in this circumstance. ii nmicipal ` the CDn- "Med ford v Marinno(•I Bros.,344 Masc.50[]0fi2],the most retro(case 1 i r qt! w' 'forming 1 on this point, held that t high-way contractor was not required to rem I " ! rr"lf ,t f with local Zoning by I tH s' m suer iu r P} a coon- y 6 nu( a construction wntract for a u " r j state highway, even though his contract required him to amply with locllhy-laws dlnrtlymsnedlytth�rt�nmmonwcalth,ftutexfends�toiilstrumcntraliliesof ` i I;tti a to c;d bar in file state will n engaged in their public function unless the Legislature has PE� bort eons_ Indicated a different intention.' I"� t 1� Foal V' Ilg c.Xemp- sA variant of this general principle has been applied to counties in Conrltq of Middle res v. W(dlhain, 278 Mass. 514, 516(1032), wherein we: t a not aPPls ruled that •[I]and held by colones actnally devoted, or designed to be t""s�t f dth, when devoted within a remsonable time, to public uses is exempt fico taxation on wealth. [by the town in which it Is slhlated] unless there is,sperial.ctnhNnryl provi- 'U[I!)(?ti], slml to the ronlrarr i• (emphasis supplied). ore 4e 4N, y q"i�l tial. r�+�lt}yI S }r 7 ttPlf/" 4. < .Ir d k. �,. "•),of : 1 '"J ri h Jell rye it�'rr" ' . r 7 3 yygg ,I{ii A I fl fl % "I plr� 17f41 al� iNl i�' S,) A �i�l Yr ' i'4l x Irl J Ir'}I,"rn i}I {C I n lti I Illi.jl r I p��hl.Ir,�fS w.�, I>tlf�rp�U,J'V'I�v'r.SLrI .'M;',91r, } '+aqui ft•Ek ��`A�: �ir��yy„J�a�r v"Yr IiCI'�{ f�L �{ e/ �. �,1Ih,�PJ}I'1i�{•�tij7lyY:rfiS alit ,�' vi lYi� 1 1C{. rp + � i�.1 i, .! � e i >'<�J�Y�'i i�rV4{ rt �` 1$ Q"' e.19�! Y: 51 P':la kd '�k �•-}/�7'� d`t"PPP�' a r,;,l 4 �'�r r�, rI;'., P „n it-r�. � rl r•I AFI pMl 9kk r1 , PlY Y1'�' ' Cj{ �'4Nt,r H'r {r1.i , x ' la f{i1M:'}�Mu� r�P',;'Ir t f•y'Y�yr�li p,h r'IiS�t I,�q"�'i. '�!N it ( t11'Y U i�iVE }� {C�+ �T�) Irl .P, f/ �y J) �}�:; y� f, , a•, r� 1 i t t'•�'Id� E 1�,{t a + r 1 i•: ilIClvt'7.,,d(�IYS, i'H, :a�' vp tt, sttM1'd�'qF`�'r lk$` AYIt gw, d�iJv 411119 y/ 4'� '4�0,�1C,(¢� r.{ �Efa ;i,11,kr1'ryt�i,j rCht.'i�iCl,{:''"r+i1:l. " Jp a .pj•'�' S„fi li S�,P {,{ aa�i4,, { 1 :, I 11? 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OWf�f{ � �'i ^57s '4 '1,y yid Jl il .'E flrin $'yxl 1&µ l1 gn,Iv I +}• i '{' ,: k Ir 1�N{�r°i� ;�1 'i I '} S Yf4 ik; {4� 5 { r it°r✓<7�'iJ.a1�{ir�y rY�#5�'��^�PV,r f}r1d'bl�ri3��l �+p;II,W; rdt'{tm°IY,P+ia.ri�'��ifpl��"•'+ hf��l��r�tl ,ill�C'"IPS �In"a,�vZr°!a�i�4114�i1!kr� tp��rr�'�iiErr�l �.rx`l�r��rth tvllll( '1' �r?df Yr1eY.i rir�'n r, rr�a•V nullqqr I, ':A��. , nU . jt r 1i.,f,� :a' f Y,+i"t.k C�' ly^r r.�,Q dL'� tl'ynla S,:r°yrnli'J r't' ,F1 �"^tit rf r y; ill "l�+le !'J 9+l�t`Iriywi aiRr�hil,T�izrS11'4I�µ'4ryr`;h��I��I t�l��,u1{vll4 t r �rj'�f�"641� �t IdaJ�/r}I I{aYM`',�V itkl$4 ��.ti�LLtrr r��Jy.1�.J�4r 1j t��}„'�1b/ri1' s+4Yi �'Eu��'t'�I �Ityk {iIW�Iy�I¢Iifai�7ri;,�l1'r°ul f•. 1 �1,y T gyp; �t��ilK' t� � 1• ��SVI(d,.��M111d��r'fiY ir�;l a� } 1 tYC{�eV.I,tM1aPt�r(t, r IJ n ? r prY I 1� 7 F x�liar r 1�I r1;' Y v” ljY�n'J d�r�lq 1, "Spr��JY,Ar Y��I(•�a I�g�Ra w Nix Y�la�{f4y.hfi rkli�S lPed�'vt ��jj� , � . ��x YIL B{,�yAt"F J�hr'�I II II9�pral ?fit �l>ti�q� I �fi�dD�r�lil �M�kri haj9 . r I Ftb� rII r7 h ba S r '� wh�$I{9F r/ 9. n,�ltjk�� i`�1'p t�0•i. r( . � �rrl yY�'I tjx�ir�rCl Yt t,U 'I\ _ {r . rIgI�}' it�ls r� 1k1 :rRr n y 4411°��J�d i+hr�sq�i,a i tr1 h•�1�7�{:�'�'?� . � �t a rtiiPY� V'�,tgrff lyrri i ,t'y� � . . 1 dJat�a 11 111 oylN,�i i4 r 51,Yti�I'. { r 11�x�irlJ,Yt��i'�y�l�'�pa1 �{pllYl``b , ? 1 r41 I ,h 1} r'!�ifrrNmis t�irlYU rt r .v . t I�ArrS/'�'orl�`h�ylY{Ib�IEu'l91�.. �PYA'Itr ter 1,hvllrk� r Ft � ii k+v47 aS"r pt rtif iii r b��^.i1`bnr{,�r � t", fdur � I W rMI 9� 7ik r >(IpV I{ J<,m� f1�t,71 f Il , l,Y ayylrt$f ew i�t y, t. It h l ass. 7061 380 Mass. 706 713 $ Cnunl— � i�rn•rs of Ifri�lul r. CnvrvuUnn C..... veiun of Unrlmnrllh. i reading — I c. 40A) St. 1975, c. 808, states the purposes for which zoning nances are authorized in the following6 ordi- 08, a us Y designed to provide standardized procedures for the admin- 08, dmin II t terms. 08. and istration and promulgation •n� lot that, gation of municipal zoning laws, This t re1- nl section is dr:signed to suggestObjectives U might be established whichnchldebut are 'lot limited i! nls pllr the following: + r leased { g — • to facilitate the adequate provision of transportation, r C sionsor p eater, water supply. drainage, sewerage schools, pal ks open space and other public requirements." or by a AS tal,: cr, that TO say that 3 exempts only religious and educational insti- tutions rom municipal zoning regulations is inimical to the I deter purpose of the act to facilitate the provision of 1 yuiremcnts• Such an interpretation of public re- narking ' cedant most public buildings to munici al zoning would subject 0�6, would give a munici ilii the p b regulati ns and ` 1 I natures municipality power effective) to preempt the construction of facilities at the State or county Absence Properly construed � .ill pur- , § 3 does not allow municipalzoningI oted to regulation of land or structures owned or leased b r Commonwealth orb y the !°I micipal y its bodies politic essential governmental funcand devoted to anst�IE� I tion. Instead, § 3 merely per- mits formerly exempt land or structures devoted to religious 4" ° 111(OI��i a' tcrpre- ,tc as a or educational purposes to be di ' cipal zoning dimensional, but not use,reqto uirments,muni- $ 7 i Iposes' Our interpretation of il' ix � . Lib- when the Legislature has§i intended confeered r the fact that a urElkls't ,y lanae- I veto" upon action taken by an entityor agency municipal 1 Kabel an essential governmental b Y performing )� 2A of � g ntal function it has done so in unmis- takable terms. See Medford v Marinucci Bros., 344 Mass. (� 1' 50, 56 (.1962). This legislative practice is clearly exernpli- i I `, cioct tine t fied b +`- y G. L. c. 34, § 25, as amended through St r n,ntren c. 350, which authorized cou❑ f,h St. 1977, hill- ,� his county commissioners to acquire Co, o X. such real property within their respective counties as may binxpy be necessary to maintain, improve, Protect, limit the future "i 1'or " use of or otherwise c held conserve and properly utilize spaces, and may control and manage the same; open rxcmpt- ;i I!e could that such acquisition has bcerl approved by the department .II"ply to of environmental management and the conservation com- mittee of the city or town within which the land lies, or if f i x Iii ! / e 1 j,! f f t; . 11 YY •1 r . - R.r f i N''d Inti rt IST "p tifl Ke19x1�fi , Yi{ V N i y 'rr[�j�I,F`f• r xl I i t {I 1•lm i t LGr �Gl 7 J r, +',¢��11� qi r`"' � 7'�)'�Ya})A{h r;rF l�"lr °�Jrh''l�;Y �aV;C tl1T'Y'd I i�M�'h�fM,•s�}v!.,.n'1�1 Y��Y1f•�h¢r�%G(17Y )W�d}}r�,�P'+lE,��I� i�J n�{l�i� i,fy,F�A� i+ �t �! k"4'tfh� �j'�'` �`r ' i'vsG i yJ AVr:'N:, IMP, 1• )n '� dL,' 71 ' it 4 LJ1 !,°@L Id'r1p11 f.y��J Y �. , � Y�1�'.� ,,SSS ��V ar ,, ,Y a i}Y��r��M. �{+y atJ h),ti. `^ � �`1'IPt •�!��F�.4"t� �P��'I�!i�811F��,�i,�•`�{j4k r��''�t 1�'��'i41�1� Jit �'��;��jf 7��'1h x1a5�"�fr�Y1,i�r.r. au +4�1�1'lik 1 , � Litii�4f�P�� !I!r'�.,it�r{ �,,. t i� N��I 'i I •�,'�., v"{�i'i�'�4•�_'F'7'' �pp ifs 4l'k'�'."X FS4�I p{Ird2�{�Y y�,J„p � !pa"��:}f. u� µ`'' � ,{�� i� 1F N 4..�. I + 1 ll h P. + .r rl ^1 I. rpri 1�tf z d tqn' i.5 II 4� e � , �I,Y!'R�I �Y Sf i.,,�r �l�P'�'1'4+^2�'rfhS' N,�Fltlia3"!, ^"adxI )b fl�PY�dr�,yJ�9..•�Irn}„', i � nll It i �rt � + f rb �PY 5 � GL.+�:�al{ +,r". r�+V' k,y iryr��'J i N�p"��r I GJ y�r'F!�4p d r�IhR((eer.4k r ^•n� % 1.1"i X , .J' '!tti'k$�9 eY°t' tJ li�,y -�i I I ,. ` I} ,11 t'h r111 4 yr";f'i'. .:37 F t .: 1 I ;ii, i� '�krN 7.t rf {I� 11 ,��1;.,� ly {�.}%; f'yltl S{r�In�"n"' �p R qar q..Jr �s i s xw Ylk I ��e. �i! v �. �f3 '✓t; 1 1..�,'i ri(�sl'I> Xr�Yi�'Y,�},•^r,��1f�Ai� `�.P�5G`^l�'+S�'.A'igtd, r,�.a Vr sl ��!'�f� •'�1+�r4f^ z�R , '�1 y.!I�td',Yi S,J��r 7'tl irig}.Ejift•Uz�7 �rt lGl�.'YtiV+y� Itt�Yr"zrrd it iLu� +ytr�}j.�rflh�nlgnr�9{ .!II(t �, � �:Q� yY' ..:w�,: � i il�'7'�+fi"! It k�. J�.Fi°. R,Wr{! +y,�'i:�'W'�tai�a Nl r��?itir'x �1'� M.Pj,y�M�:l '�rfA tl^Lc � � f(�:.it y'N7 �t Ixr�•�h �1,�� 'B. Ghr.�>, !t SCJ,.'ptiell G d'�t'�.:d��t 11,41 ,j11 u > tia 1 1 B `.f i, { � 'I� :+: ri � V ,yr +4pifr ''rf dt 1,.rr4'�)'f��d'�i g.q.i ki�•lyll 11 t�19�!'r�r�"'Su,,`yt^�..:;(:llt�e�°� h.�;q'i,4'N ll l U, t r ro jfl .l,^* ` .M' 4i+�a!d1jFY��ilt41� i'�L,lir' 11�r!a :ky illllt<i+i'`f,Pi� ! vy}t ''lrl jfyld� i$ hr �+t+ � I�cISF,i..14�1�rt��h, �v,�3:.'tg}' »yµl l'��:� $1$94�1 ri,r{� +�h , ;Frr . ,§� iit 1: ,,, Mah li th.Y1Y"�Ir.!I11gtliyr;4Y, iJ1s r��"y;J's }2CS Jlr +fey;ur� ti@k9?$td tl7;rwri '., ri A;ll �.. qdi. a A�,'�i 4'„I,.t,t} d1lIR: Sfx1,In;�:iL,w, ,i54tlI'1r9r..M tit's 119' lNrz � pa�i%'Ry�Y114sn.l'n ar!ir)iP r ;l�'frarL''gErl , a4{:i�rf vli Yr�l �dri1�4 �1j "3j Alhbr•" M t�M!1:4i,^i {�ti� tl!udh�A yrl'MI �I tl tl r.�:�;(��1} 'Irf aa`4'1jGathe.�i"M ��;9�;r�hI,MB�t',�r`rY;�tW'ht'G}gE!Hl{FY'�l;l; y� I +61p+t If CSN),{ i hkr�{��r4 r I'uJ d n111 4' r,.r 'r 'p1 �/:nl. ryyG44 i11,.. ., riab,' 14 ! p°rr rI I '. I a i s n7,�V�Ir rIP ! EY f '! nr y rA (iyr ti �klegs�N�iali7srnb,�yl+1�',� tin.... 1 l gain I i v�vl fV. r dB, 14ry t 1 r �aJ �yt ldl�l.�'ilulgl+yt 1}Ik f n el y If t Vry 4�I( 14 L 'Iv l �p f i+l$' ? I�y"11�9 • • • SlwrTs �Gl�a;js��'��p�glr b,. • �,V111'! I I��l{«o�tLl'1)i I�rTA�fl/d�°' • ��k,,ey�lU y�l I,''F!1Y�f 4'1��'al�`I �r • �1„1 Iry� ty�fiaf 11 �7 rPrI41PIV.. • • • • •• �� 1fJ} }t ar 1�f., • �a.`'<rG11 t�ryz��E�Sid rlli��,{il Edi s 1 • • I a a ✓'�I� t1'1711�t1r libl , ' �Hp�V7pu�Is�U a V1,'iIy114 f1a yl��C1 . • �4,.r41111td�`I i+i;'1NI14� P�III%�11y' • • Y+r �'1a�114 (jtA11�lIiY dI�J�.� • • • 4 r Iii Ir �{I 71 � Gq }N till !h!a k� • +q �,,,`il}i1'qur lAly ',Y, '• I • • oda}1�l{��,}JFtNi�h yt�Yi ��5y • ••• • Y � F r Y+r • n ��+G��d'PYi�I' �� 1 {� �u�q� • • l�dq i{P!`d1'�a�0114M�I41��1n�np�, I f'if{tP4'Ir t Irk'��n�Gtp��i�t��/ • 1' iJ ra �;t{ 1 rl nft3,y' • • • ,��diil�{�°'ii i4 Iyy'I�I Iy'fr�fln�p(h f F'•, • • 1t�)�°��'ih1%�IGI'�1g1G i 4�{� 1`c'�V • VI Y 4�1P•,d:Iglai�'r+,1•a'+~'Nh)rIF 1l l }�Jfl �EY G� I{ y 1j �} I J I • I • {{uyhtgini`flvtJt�,ylY)�>zkld Id'�,�.'V1°.'' t,R1�Iy+yY7+i�}i u+t�f�Prr%'�}�I l�i,I{� • 1� �� • �11111Y�� 3e�i � 4% ' UCYitm��1[i 1"'�:w. • • • : r 14�1��Ild4qu4+�N'��iltilq�r�,fl�'�. � s Slrin ai Slly I ' Mass. 706 380 Mass. 706 I ..,,..a.. -- — --- --- — 715 -- -- — C,noir (.,nvnlxI u,•rs of Ilrislul r Conm'n noun Cununlxvu'u'If Unrbnovth. r by a two — i'i cities or towns as corporate entities, alteration of city or p"i and by a town boundaries, and merger or consolidation of cities and case of a "towns• or any of these matters. uch Perms I ,posed ac Under the terms of § 6, a municipal by-law is valid in so neither in far as it is not inconsistent with the laws enacted by the Legislature in conformity with its reserved powers. "In %iched Its determining whether a local ordinance or by-law is `not in- Icr of art. consistent' with any general law within the meaning of those words in § 6 of the Home Rule Amendment . . . the hAme as same process of ascertaining legislative intent must be per- °•Amend- 1 a direct formed as has been performed in the Federal preemption 1,2 cases and in our own cases involvin d''��''h'!, cipalities. ng . . . local ich reads ordinances or by-laws. . . . If the Legislature has made no explicit indication of its intention in this respect, a legisla- e adoption, <t';�nTi',t ' live intention to bar local ordinances and by-laws purport- " r ourt has has ing to exercise a power or function on the same subject as � tl DoState legislation may nevertheless be inferred in all the cir- with the �ilfr cumstances. . . . If the State legislative purpose can be ! i'�) i +I n section achieved in the face of a local ordinance or by-law on the FCCt10❑ 6 same subject, follows: the local ordinance or by-law is not inconsis- i tcnl""I the Slate legislation . , Galion to ••• B/neer v. ll1"nrccslcr, ,1)1\-alike 363 Mass. 136, 155-156 (1973). �, or to a The purpose of St. 1973, c. 412,' is clear on its face — to s` empower the commissioners of Bristol County to construct a enacted jail, house of correction and sheriff's quarters within thed i a cih' or ,fj G1 uslcounty and to acquire aril/ land and buildings that may be wit ative nmevsary for this construction. 1'he municipal ordinance of ,t respect the town of Dartmouth is therefore inconsistent with o-thirds t fit=+ St. 1973, c. 412, in so far as it impedes the county commis- t Institute recon- � ; sioners from performing their statutory task of selecting the jail site, lsvo or d the land anand erecting the required struc- Y; k r tures. t1, , existing it public The only question which remains under the I-Tome Rule Amendment is whether St. 1973, c. 412, conforms with the ��l,a,tl t powers, �'a wt„1 u precepts of § 8. Several of our recent cases have clarified ,4( , ti Ill deem the requirements of this section. For example, in Del Duca i,mment ution of , + _ 'For the text of this statute see note 1. .supra, 3( 71 ,� �tartit , Y j + 1 5 dol to IfR iJ 1 �+'1 V. i rN II: f� 1v � ! (4vd,::5 '�ry�'P�'r4,�""r !f •I�I' rr:1711 J1,. s Ir:; ,hM�, I t,i r.':+ .fin+;r ��f`_" s(I p q ., . $ #i Yr J + rr1 9 l,• �t�7:�•r1t�f�% rd. 'h),I�Y f,.}Y1,iI�N�W{ah��lll{il f$$'.i2 �ra"" rr�Jrt'..:irv!i �1 v dtl�t`d,r?r+ der+Ge a n 1 15 11, t r It ""i � '*4 � '�y}„. r'pd�,,:tr, r.,.l. , It' ti . 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'rr l�txyl��r uC,tn,11 � ,11 I� 1�tA • 3 �f1{t�ei4�%e}p�'yr p��ljlyfr,rd,Y1�+� t kJ �i ty^: rr'� f • • �nin� Q�+ �i '� 1 l !^d Y In Y • {4{� N�'�lYr}n'�.��r Ylr qD f7i Nl fl F4{hj N�r • yN,t;��1�y1�7�'�y�y�dl�.y'1t}r}{,dJ�717�"T�yG1�,rA,tNI • i{+��ykRj(S tY'`�I\J{�dt�(Y IR�'I�1'��[;�a_ • I^ {}j��r{tfr'YLY�� jdy�P�'tii�d pK•+4 • • 7,}1Y� • {pl rMpprywI,r 3h'�ki Br Inr V15P�� 'I ri�r$.. • • 77 rASi74"17YrllRryi u�{�*,�y q'r,"�'�A��dy„c�ar!, • �I 1 • �;Ilf P,'tk4llV��kd�N;j�iti�trz''11r� v Y a rl -.n a i m rin ri; :• • � ' 1�'4�i`��4�� IFrz;,ll"Sl�i�s,IrIS�%;' • ? ��dj lYrvf}'Y11'y,Iyl>gkl Y{"N{1�'Uoa�Y�(" �• • �•• � t tt ll(I f5{Ir+IthI��t'r '{ dl ��'='� • • s " I' ''fd7 ° rlYle�ll I�Pi'�hY YIy'r,d`f1 i�,'aY f'{I�l�ip vl ,Y�17 ry rs �I hdn� 1A�a�'It�e jl� rvgl M • r r , r1�,IYy� nad{tri+aN�4 i�irr r�l�l�� ry • ry �Mr r.. t4r„Yi'��I�IL1dl�igt�,�114'�,llfYislF�l�+fp,� NNN f.1§fd{{ (rYl +77 '}45r @ iA ( Ck r 1 Tr M 111}0. J ass. 706 *" 380 Mass 706 717_ Lonnlr f, a irsionore d❑rislol r. Canw•rvnlion Cununissinu of DnrinuIA. munici- spite local nature of subject because there is no restriction in Iity with § 8 on subject matter of statute of general applicability). I it home The special legislation in question in the instant case, p an ordi- St. 1973, c. 412, states as its purpose the construction of a �pjl Iv differ- new jail in Bristol County. Since Bristol County represents he town a class of two or more cities and towns, this section complies Ic Home with § 8. Section 2 of the statute provides that the county ,vers re- commissioners may take by eminent domain or acquire by �pG. lfW;l°tltly`Iti cr to act + purchase "anv land and buildings that may be necessary for rat lases j said purposes.' This provision is also valid under §8 since it !' all cities does not specify the land of any city or town in particular. i r It is Thus, the statute satisfies the requirements of § 8 and is tf � ' Tall, ,{fyl ,It in its l valid under the Home Rule Amendment - n cr then t' In summary, it is instructive to bear in mind that this isss of not E neither a "town's rights case, nor a "countv's rights" case, (inns of but rather a question of Icgfslalivo intent. Our reading of at G. L. The Zoning Act convinces us that the Legislature did not in- ' classes, tend by this act to subject essential public buildings of the it, Coil)mouwcalIII to municipal zoning; regulations. Not only +'IfPra at is this conclusion consistent with prior case law but it is also I(/ Arfii- mandated by the language of The Zoning Act itself. More- ; v( provi- over, vvc aro averse to rule that the Legislature can override Jits for local zoning only by explicit statutory language lest we W Rule cause undue confusion in a host of other situations in which ipalitics the Legislature (lid not intend to yield.to local regulations v. Fall l but did not specifically refer to them in the statute. .Finally, f'thority our reading of §§ 6 and 8 of the Home Rule Amendment ,f natu- does not alter our conclusion that the land in Dartmouth on A! Mel Ise stat- which the counhl commissioners seek to have a new jail con- gd�Pti{ ! � : Doris I stnfcled and any structures to be erected thereon are not (1978) subject to the numicipal zoning by-law of the town of Dart- to,+ alfd de- mouth. o ' f• g+ 275, § 2, Judgment affirmed. ;t'a ,tier ilro- rvnnder.this see- It ASF{rul'I AI ( "'• 1 I ' ��r�jl',iii. •.� r . 4 � I p � t M E M O R A N D U M TO: Malcolm Pittman FROM: Dan Lyons (V, DATE: August 5, 1980 RE: Whether SESD is immune from municipal zoning laws Question Presented The question presented is whether the South Essex Sewerage District, established pursuant to Statue 1925 , c. 339 , for the Purpose of building, maintaining, and operating a sewage disposal system for the cities of Salem, Peabody, and Beverly, and for the Town of Danvers, is subject to the municipal zoning by-laws of said cities and town. Summary of Conclusion In light of the relevant acts, St. 1925, c. 339 and G.L. c. 83, §§5-7, and a consistent line of decisions by the Massachusetts Supreme Judicial Court, the South Essex Sewerage District is immune from municipal zoning regulations when acting, as in the instant case, in pursuance of its legis- lative purpose. Discussion I. The Basic Rule In the recent case of County Commissioners of Bristol v. Conservation Commission of Dartmouth, 1980 Mass. Adv. Sh. 1289 , the Massachusetts Supreme Judicial Court held that the County Commissioners of Bristol, who had acquired land in the town of Dartmouth pursuant to a statute authorizing them to select -l- and acquire a site for the purpose of building a jail in Bristol County, see St. 1973, c. 412 , were immune from Dart- mouth' s zoning by-laws. The Court based its decision upon the well-settled rule that "an entity or agency created by the Massachusetts Legislature is immune from municipal zoning regulations (absent statutory provision to the contrary) at least insofar as that entity or agency is performing an essential governmental function. " 1980 Mass. Adv. Sh. at 1293 . The rule has its origins in Teasdale V. Newell & Snowling Constr. Co. , 192 Mass. 440 (1906) . In that case, the metropolitan park commissioners had contracted with the defendant contractor to perform certain work upon land in Quincy that they had taken for park purposes. The commissioners authorized the defendant to build a temporary stable on the property in order to accommodate the large number of horses to be used during the construction; the health laws of the municipality prohibited the erection of such a stable. The S.J.C. held the health laws inapplicable under the circumstances, reasoning that "the general [health] law made for the regulation of citizens must be held subordinate to this special statute regulating the use of the property of the State unless there is express provision to the contrary. It is not to be presumed that the Legislature intended to give to the local licensing board the authority to thwart the reason- ably necessary efforts of the park commissioners to perform their duty as agents of the State. " Id. at 443. More recently, the rule was applied in Medford v. Marinucci Bros. & Co. 344 Mass. 50 (1962) , in which the S.J.C. held that a highway contractor was not required to comply with -3- local zoning by-laws in performing a contract with the Department of Public Works for the construction of a state highway, even though his contract required him to comply with local by-laws. In ruling against the City of Medford, the S.J.C. stated that, " M e cannot conclude that by enacting the Zoning Enabling Act the Legislature intended to authorize a municipality to thwart the Commonwealth in carrying out the functions of government. " 344 Mass. at 57 . Village on the Hill v. Massachusetts Turnpike Authority 348 Mass. 107 (1964), also applied the rule, albeit with a different result based upon the particular facts of the case. In Village on the Hill, the S.J.C. found that "the legislature . . . made the [Massachusetts Turnpike] authority sufficiently governmental in character so that the actual construction and operation of the turnpike, its essential 'government function' , and action reasonably related to that function, should not be prevented by a zoning statute Id. at 118 . However, given the trial court' s finding that the land in question had become "wholly excess" to the authority' s essential turnpike function and that the authority had contracted to sell the land to a private corporation, the S.J.C. held that the trial judge should have ordered Boston' s building commis- sioner to enforce the zoning statute when the corporation began to erect a building for its own private uses in vio- lation of Boston' s zoning provisions. Id. at 118-119 . -5- Section 2 of c. 339 provides that the SESD shall be managed by a board having such powers as are given by law to fire, water, light, and improvement districts, including the power to issue bonds and notes in order to meet expenses. Section 4 requires the board to construct, maintain, and operate such works as shall be required for an adequate sewage disposal system within the district; no construction is permitted, however, until all plans therefor have been submitted to andapproved by the Department of Public Health (now the DEQE) . Section 5 empowers the board to acquire, by eminent domain or otherwise, such lands, property, and rights as it deems necessary to carry out its purposes. And section 14 empowers the board to issue regulations restricting the character of any sewage, drainage or other wastes dis- charged into any sewer under its control. This conferral of powers and imposition of duties upon the SESD places the district in the same position as the other legislatively created entities discussed in the aforementioned cases (see part I) for purposes of applying the immunity rule. The construction and operation of sewage disposal works is clearly an "essential governmental function. " General Laws c. 83, §1, provides in relevat part that, " [t] he aldermen of a city or the sewer commissioners . . . of a town may lay out all such main drains or common sewers as they adjudge necessary for the public convenience or the public health and may take land by eminent domain . . . which may be necessary therefor . . . Pursuant to G.L. c. 83, §6, a town, with the approval of the department of -4- These cases demonstrate that unless there is express statutory provision to the contrary, the immunity rule pre- cludes application of municipal zoning laws to an instru- mentality created by the Commonwealth if (1) the Legislature established the entity or agency to perform an "essential governmental function" , and (2) the agency action in question constitutes or is reasonably related to an exercise of that function. II. Application of the Rule to the South Essex Sewerage District "Districts" are created when governmental units of special size and location are deemed particularly appropriate to per- form certain functions normally furnished by cities or towns . Perini Corp. V. Bldg. Insp. of N. Andover, 1979 App. Adv. Sh. 212, 385 NE 2d 1035 (holding that buildings owned by the Greater Lawrence Sanitary District are "municipally owned" within the meaning of a N. Andover by-law that exempted municipal buildings from a building permit fee requirement) . Consequently, districts have been held to provide "municipal services, " 385 NE 2d at 1037 , and they are commonly referred to as "municipal quasi corporations" or "quasi corporations performing municipal services" . Id. ; see also, Hurlbert v. Great Barrington 300 Mass. 524 , 526 , 16 NE 2d 71 (1938) ; Williams College v. Williamstown 219 Mass. 46 , 47, 106 NE 687 (1914) . They are clearly governmental entities. The South Essex Sewerage District was created by St. 1925, c. 339 , for the purpose of building, maintaining, and operating a system of sewage disposal for the cities of Salem, Peabody, and Beverly, and for the town of Danvers. -6- Environmental Quality Engineering, may purchase land within its limits or take the same by eminent domain for the treat- ment, purification, and disposal of sewage. By St. 1925 , c. 339 , the Legislature concluded that the SESD would be the most effective vehicle for providing these sewage facilities for the individual cities and town it decided to include within the district. It therefore transferred the respon- sibility for executing this essential governmental function to the SESD. Just as the efforts of the County Commissioners of Bristol to accomplish their legislative task of erecting a jail could not be thwarted by municipal zoning laws, so all rightful attempts of the SESD to perform its mandate are not to be prevented by zoning statutes. The District is therefore immune from such statutes when acting in pursuance of its public function. In the instant case, the SESD has determined that the erection of "tall stacks" represents the best means whereby sewage at its works can be cleanly and effectively disposed of. If plans for the tall stacks have been approved by the Department of Environmental Quality Engineering (formerly Department of Public Health) as required by St. 1925 , c. 339 , 54 , their construction must be regarded as needful in the proper execution of the duties and powers which the legis- lature conferred upon the SESD by that statute. Hence, what the SESD board seeks to accomplish here is clearly in pur- suance of its essential governmental function. -7- Finally, the enabling act, St. 1925, c . 339 , contains no provision indicating a legislative intention to subject the SESD to municipal zoning laws. Section 6 contains two provisos pertaining to where sewers and other works may be placed and repaired. The first provides that the SESD shall not enter upon or take the land of any railroad in order to construct or repair any sewerage works unless such railroad has agreed to the same or, in case of a failure to agree, the SES board has obtained approval from the department of Public Utilities. The second provides that, "in entering upon and digging up, raising or embanking any park, road, street or way of public travel" , the SES board shall be sub- ject to the reasonable regulations of the city or town in which such work is being performed. This proviso evinces no intent to limit the type of construction in which the SESD may engage; rather, its purpose is to ensure that work upon public ways is performed in a reasonable manner so as not to unduly obstruct the use of public ways. It could not reasonably be construed to subject the SESD to municipal zoning restrictions. Sections5-7 of M.G.L. , c. 83 , are similarly devoid of any such legislative intent. III. Effect of the Home Rule Amendment In County Commissioners of Bristol v. Conservation Commission of Dartmouth 1980 Mass. Adv. Sh. 1289, 1298 , the S.J.C. rejected the contention of the defendant town that the plaintiff' s immunity from its zoning regulAtions violated article 2 of the Amendments to the Massachusetts Constitution, as amended by article 89 of the Amendments (Home Rule Amendment) . -8- Under the terms of section 6 of article 2 , a municipal by- law is valid in so far as it is not inconsistent with the laws enacted by the Legislature in conformity with its reserved powers. "In determining whether a local ordinance or by- law is 'not inconsistent' with any general law within the meaning of those words in §6 of the Home Rule Amend- ment . . . the same process of ascertaining legislative intent must be performed as has been performed in the Federal preemption cases and in our own cases involving ' inconsistent' . . . local ordinances or by-laws. . . . If the Legislature has made no explicit indication of its intention in this respect, a legislative intention to bar local ordinances and by-laws purporting to exercise a power or function on the same subject as State Legisla- tion may nevertheless be inferred in all the circumstances . . . . If the State legislative purpose can be achieved in the face of a local ordinance or by-law on the same subject, the local ordinance or by-law is not incon- sistent with the State Legislation . . . . " Id. at 1298 , quoting Bloom v. Worcester, 363 Mass. 136 , 155- 156 (1973) . After analyzing the terms of the enabling act under which the county commissioners acted, the Court con- cluded that the zoning ordinance of the Town of Dartmouth was inconsistent with the power of eminent domain conferred upon the commissioners by the enabling act, "in so far as it impedes [them] from performing their statutory task of selecting the jail site, acquiring the land and erecting the required structures. " Id. In the instant case, the zoning ordinance of the City of Salem is similarly inconsistent with the terms of St. 1925 , c. 339, §4 , in so far as it impedes the SESD from performing its statutory duty to "construct . . . for the cities of Salem, Peabody and Beverly, [and] the town of Danvers . . . such main sewers, pumping stations and other works as shall be required for a system of sewage disposal for said cities and -9- town Statute 1925, c. 339, is therefore valid under the Home Rule Amendment. Conclusion The situation involving the SESD is analogous to that presented in County, Commissioners of Bristol v. Conservation Commission of Dartmouth 1980 Mass. Adv. Sh. 1289 . Because the SESD is a legislatively created instru- mentality performing an essential governmental function, the enabling statutes pertaining to which fail to indicate any intention to subject the SESD to municipal zoning laws; and because the SESD' s enabling act is valid under the Home Rule Amendment as construed by the S.J.C. in County Commissioners of Bristol, supra, the SESD is immune from the zoning regulations of the city of Salem under the facts here presented. dr deo �I Llay Page 1 of 4 WEEKLY CONSTRUCTION PROGRESS REPORT Project Title: Wastewater Treatment Plant Upgrade Contract No: 93-1 Owner: SESD State Project No. BMF-20-843-02 Location: 50 Fort Ave.. Salem, MA Contractor: Mortenson/Westcott, a Joint Venture Work Period: From: January 3, 1995 To: January 6, 1995 Date of Report: January 11. 1995 Work Completed Contract Time Amount of Contract $104.572.132.00 Time of Contract 953 days Change Orders - Extensions - Total Contract Amount $104.572.132.00 Total Contract Time 953 days Payment to Date $5,155.726.00 Time to Date 110 days Percent Complete 4.9% Percent of Time 11.5% Change Orders Approved Pending n/a Miscellaneous metals subcontract Roofing subcontract Page 2 of 4 Progress Report Brief Description of Work This Week The site was closed on Monday January 2, 1995 and no work was performed. G.C. The carpenters: • Stripped plywood forms from SOG#43 and edge forms from the elevator base slab • Erected forms along the south limit of the secondary clarifier at SOG 948, 42, & 36 and for Column Type II and IX beneath the RAS pump gallery • Continued forms for the fill concrete beneath the RAS pump gallery, north side • Constructed bulkheads at face between SOG#s 44&45 & SOG#s 38&39 • Set edge forms along south limit of clarifier for SOG#s 48, 46, 36 and bulkheads between those SOG#s above and 47,41, 35 The laborers: • Placed 100 cy of fill concrete beneath RAS pump gallery north side • Placed approximately 210 cy of concrete at SOG#31 for secondary clarifier base Mortenson/Westcott utilized cold weather concrete practices including production, transportation, placement, protection, curing, and temperature monitoring of the concrete. Rusco Steel Rusco Steel's ironworkers: • Erected top bars at SOG 425 and bottom bars at SOG#45 • Placed bottom bars at SOG#40, 41, 42, 46, 47, 48 Page 3 of 4 Progress Report Brief Description of Work This Week MAJIC Construction The laborers: • Cleaned up the bottom at the fill concrete areas beneath the north and south side of the RAS pump gallery, loaded out rock waste along access ramp to main site, and cut off hangers from abandoned plumbing beneath SOG#45 • Removed rock between the secondary clarifier and chlorine contact tanks and excavated trenches for temporary power to the Oxygen Reactor area. At west end of RAS pipe gallery removed cast iron piping and then stockpiled it • Placed 3/4" stone at subgrade for sump slab at north side of RAS pump gallery, installed underdrain and 3/4" stone beneath RAS sump slab, and graded with 3/4" stone around the elevator base slab Reilly Electric The electricians: • Continued a temporary service panel at the North side of the existing EPS • Ran conduit for temporary service power both from the temporary substation and also at the Oxygen reactor area • Continued work to provide temporary electrical service at the main site • Wired the lineside of temporary switches at north side of the existing EPS and loadside at the main temporary substation Norfolk Mechanical The plumbers: 0 Installing drains at the east end of the RAS pipe gallery Page 4 of 4 Progress Report Brief Description of Work This Week EWT The EWT superintendent performed administrative activities only. James T. Maher Project Manager - Field Camp Dresser& McKee Inc. Massachusetts Electric Company � Massachusetts Electric 170 Medlars street Malden, Massachusetts 02148-7384 A New England Electric System company ° ' r Telephone: (617) 3885000 (800) 542-2031 t rf .. ` Fax 15081524-2273 David J,Gendall na I,Account'Manager pr 11, c Mr. Leo Trembly VI January 9, 1995 Building Inspector's Office 1 Salem Green Salem, MA 01970 RE: Construction Trailer Location South Essex Sewerage District (SESD) _ Dear Mr. Trembly: This letter is in response to your request for written assurance that our transmission lines do not pose a safety problem to the temporary construction trailer at the above referenced location. The trailer is located on SESD property adjacent to the Salem-Peabody Influent Pump Station building and directly under the B154 and C155, 115KV transmission lines. The trailer is used as a field office for the on-going secondary treatment plant project. SESD granted an easement to New England Power Company (NEPCO) allowing the transmission lines to cross their property at a height of approximately eighty feet. Engineers from our Operations Department investigated the situation to determine if the trailer location was in violation of the National Electric Safety Code (NESC) clearance standards; it was found to be in compliance. Therefore NEPCO and Massachusetts Electric Company have no reason or authority to request that the construction trailer be relocated. Although we can not guarantee that locating a construction trailer under a transmission line is safe, we are not concerned with the present situation at the SESD site as it meets NESC clearances. If you have any questions or concerns regarding this letter please call me at (508)524- 2252. Sincerely, Gk 1 David Gendall Business Services cc: A. Sims f City o f eSafet , eJVla:.iaefiu:iF-tL s ' s (� /� VffGL'E of fl2E 6Ltla 9TF-ai L'LEZ yaa.arc ✓✓ ��GF1t �f. Juagl'e City '3,Eaiu7Ei January 10, 1995 Leo Tremblay Director of Public Property City of Salem One Salem Green Salem, MA 01970 Dear Leo; This letter is to inform you that the City of Salem has been awarded title of ownership to the below listed property by the Land Court of the Commonwealth. Property Address Date of Decree Property Description 95 Ocean Avenue Dec. 13 , 1994 Building and about 4660 square feet of land. Based upon MGL Chapter 60, this parcel can be redeemed by any interested party for a .period of one year from the date of decree. Subsequent to this period, the parcel is available for disposition by the City through public auction. Should this occur at some future date, the City is entitled to any sale proceeds. Also, ' please note that there is a building on this property according to my records and it should be inspected. I will notify the City's insurance carrier to initiate the necessary liability coverage. Sincerely, Robert H. Nagle Treasurer/Collector cc: Peter Caron Robert LeDoux Michael O'Brien, Corporate Design Ins. ONE SALEM GREEN • SALEM,MASSACHUSETTS 01970 • 508-745-9595 • FAX 508-744-5918 °n� 1�it of *Nlrm, flAttssar4usetts Pepartment of Vubf r ,*entices (One $alrm (6reen 745-9595 �xt. 321 CHARLES F.QUIGLEY City Engineer Director of Public Services April 20, 1995 Mr. Leo Tremblay Building Inspector One Salem Green Salem, MA 01970 RE: SESD Building Permit Fees Contract 93-1 Dear Mr. Tremblay: I have reviewed the Camp Dresser and McKee (CDM) analysis of the South Essex Sewer District construction items subject to building permit fees imposed by the City of Salem as presented by Attorney John Darling' s letter dated April 9, 1995. To begin with, I direct your attention to the City of Salem Ordinances and the Commonwealth of Massachusetts Building Code regarding building permit fees. It is clear that the law allows the City to charge building permit fees and based on the full price of the contract. I also find that CDM' s approach to this issue is inappropriate and the analysis offered is nonsensical . Therefore, I remain firm in the position that the building permit fees should be based upon a contract price of $104,000,000. 00 at $6 .00 per $1,000.00 totaling $624,000. 00 and due from the contractor for Contract No. 93-1, Wastewater Treatment Plant Upgrade. Very 3 ur , arl F. ui ey, City Engineer Director of Public Services CFQ/cmc cc: W. Vicens, CDM John Darling, Esq. Paul Dooley, Esq. David Shea, City of Salem A. Simms, SESD 7 No._?— / City of Salem Ward � X r •• � ' 4ctwNr.vo' APPLICATION FOR PERMIT TO BUILD ADDITION, MAKE ALTERATIONS OR NEW CONSTRUCTION IMPORTANT-Applicant to complete all items in sections:1, It, ill, IV,and IX. {� AT(LOCATION) ZONING I. i4%0 �'�d2.7 AYS DISTRICT LOCATION / (NO.) /x[71 S Reen OF BETWEEN AND •B^� All ll //O " BUILDING (CROSS STREET) )CROSS ET) LOT SUBDIVISION LOT BLOCK SIZE II. TYPE AND COST OF BUILDING -All applicants complete Parts A -D A. TYPE OF IMPROVEMENT D. PROPOSED USE-FOR"DEMOLITION"USE MOST RECENT USE 1 ❑ New building Residential Nonresidential 2 ❑ Addition(if residential,enter number of new 12 ❑ One family 18 ❑ Amusement,recreational housing units added,if any,in part D, 13) 19 E] Chruch,other religious 13 ❑ Two or more family-Enter number 3 ❑ Alteration(See 2 above) of units ....................................................... 20 ❑ Industrial 21 ❑ Parking garage 4 ❑ Repair replacement 14 ❑ Transient hotel,motel,or dormitory Service number of units ..........................I 22 ❑ Serve station,repair garage 5 E] Wracking(h multifamily residential,enter number 23 ❑ Hospital,institutional of units in building in Part D, 13) 15 ❑ Garage 24 ❑ Office,bank,professional 6 ❑ Moving(relocation) 16 ❑ Carport 25 ❑ Public utility 26 E] School,library,other educational 7 XFountlation only- �ivlc.G r..arT�ow. 17X1Other/-Specify 27 ❑ Stores,mercantile B.OWNERSHIP // err-lcrrr �.fJo�rS'iu-7 28 ❑ Tanks,towers 8 ❑ Private(individual,corporation,nonprofit / rj 29 ../institution,etc.) O` �jA1, (yp�- �rpa yCM Tair-Specify 9 I]U Public(Federal,State,or local government r I,/— 4P .i- �` t C.COST (Omit cents) Nonresidential-Describe in detail proposed use of buildings,e.g.,food processing plant, machine shop,laundry building at hospital,elementary School,s ndary school,college, 9�� parochial school,parking garage for department store,rental office building,office building 10. Cost of improvement . ......... y../.......j. .!...... $ at industrial plant.If use of existing building is being changed,enter proposed use. he installed but not included in � � in the above cost �i�^�GVG i C ! // +1/wli✓GY/r/7 a. Electrical.....................................................�.................-... - b. Plumbing........................................................ ............... �.[t r��✓1/lOs /tel r^" c. Heating,air conditioning........................ ............... No 7 d. Other(elevator,etc.)................................ ................ 11. TOTAL COST OF IMPROVEMENT $ �U�• III. SELECTED CHARACTERISTICS OF BUILDING -For new buildings and additions, complete Parts E-L;demolition, complete only Parts J&M,all others skip to IV - E. PRINCIPAL TYPE OF FRAME F. PRINCIPAL TYPE OF HEATING FUEL G. TYPE OF SEWAGE DISPOSAL I. TYPE OF MECHANICAL 30 ❑ Masonry(wall bearing) 35 ❑ Gas - 40 ❑ Public or private Company Will there be central air 31 ❑ Wood frame 36 ❑ Oil 41 ❑ Private(septicto k etc.) Conditioning? 32 ❑ Structural steel 37 ❑ Electricity /"V 44 ❑ Yes 45 ❑ No 33 ❑ Reinforced concrete 38 ❑ Coal H. TYPE OF WATER SUPPLY Will there by an elevator? 34 ❑ Other-Specify 39 ❑ Other-Specify 42 ❑ Public or privatecompany 46 ❑ Yes 47 ❑ No �• ,A , �A, 43 ❑ Private(well,cistern) J.DIMENSIONS y� 48. Number of stades M. DEMOLITION OF STRUCTURES: 49. Total square feet of floor area Has A r all floors,based on exterior �/� pp oval from Historical Commission been received dimensions ........................................................................ Nt� for any structure over fifty(50)years? Yes_ No 50. Total land area,sq.ft...._ 5G—O-..�............_.. Dig Safe Number %33a- iS3,3 K.NUMBER OF OFF-STREET PARKING SPACES `r1 Pest Control: Cowl. i" C <'d 51. Enclosed ............................................................................ /" 4 iled b ' / HAVE THE FOLLOWING UTILITIES BEEN DISCONNECTED? sz. Outdoors /v4 Yes No L RESIDENTIAL BUILDINGS ONLY A / Water: . .. 53. Enclosed......................................................-.................. Electric: q�/ Gas: 54. Number of Full........................................... /r/ Sewer: bathrooms I DOCUMENTATION FOR THE ABOVE MUST BE ATTACHED Partial .......... /14 BEFORE A PERMIT CAN BE ISSUED. IV. COMPLETE THE FOLLOWING: Historic District? Yes_ Nox (If yes, please enclose documentation from Hist. Com.) Conservation Area? Yes_ No-,K (If yes, please enclose Order of Conditions) Has Fire Prevention approved and stamped plans or applications? Yeses No_ Is property located in the S.-R.A. district? Yes_ No L Comply with Zoning? Yes // No (If no,enclose Board of Appeal decision) Is lot grandfathered? Yes_ No (If yes, submit documentationAf no,submit Board of Appeal decision) /l✓>L If new construction, has the proper Routing Slip been enclosed? Yes/Y No_ Is Architectural Access Board approval required? Yes_ No_ (If yes,submit documentation) Massachusetts State Contractor License # G S / d Salem License # Home Improvement Contractor# N'¢- Homeowners Exempt form (if applicable) Yes_ No CONSTRUCTION TO BE COMMENCED WITHIN SIX (6)MONTHS OF ISSUANCE OF BUILDING PERMIT If an extension is necessary,please submit CONSTRUCTION IS TO BE COMPLETED BY: 7 a� in writing to the Inspector of Buildings. V. IDENTIFICATION - To be completed by all applicants Name Mailing address-Number,street,city,and state ZIP Code Tel.No. Owner or Lessees 2. 1 v Contractor ,,� / Builder's ND✓ O. Q Z d 6/ License No. 3. C/ O Amhdect or Engineer I hereby certify that the proposed work is authorized by the owner record and that I have been authorized by the owner to make this application as his authorized agent and we agree to Conform to all applicable laws of this jurisdiction. Signature of applicant Address Application date DO NOT WRITE BELOW THIS LINE VI. VALIDATION Building _ FOR DEPARTMENT USE ONLY Permit number Building Use Group Permit issued 19 Fire Grading Building Permit Fee $ ��•��• Live Loading Certificate of Occupancy $ Approvey: Occupancy Load d b Drain Tile $ Plan Review Fee $ LE NOTES AND Data- (For department use) PERMIT TO BE MAILED TO: DATE MAILED: Construction to be started by: Completed by: VI ZONING PLAN EXAMINERS NOTES DISTRICT USE FRONT YARD SIDE YARD SIDE YARD REAR YARD NOTES SITE OR PLOT PLAN •For Applicant Use ON �1 `� �� .Aoa�a' ��ir�ewo .J�raaa6owr octets. , , Michael S. Dukak a �,R. ,.,,/w'w'�oa- �G� � r��tor�io7+�. Governor 4iaa ✓La - .�aoaa tiev?/ Kentam Tsutsumi „8adlo... .,#Awwa'de Wa 02te? Chau nan 1:111 Charles J. Distend -- Administrator MEMORANDUM TO: Ail Buildine Departmensr5tatc Buildiae Inspectors FROM: CLarlcs J. Dineao. Administrator DATE Ocwbcr 31. 1799 SUBJECT. MG(. Na. S54. Added By e§9/. S9 of the Acte h( 19117 The above-mentioned statute requires that debet resulting Irom Inc demolition. rCnonlWIL:reh/bllititmn ,it other alteration of a buddme or structure ne desposm of in a property lua:nsed sold-WY dispmal iaabty as defined by MGL 6111. S150 and that nut dude permits or bene— arc in mdnalid.tbd IOOttdn ,d the latabty at which the said dchrts is ill he dtspnsed. THIS REOUIREI4ENT"DOES'-NOT ,APPLY TO NEW ('ONSTRUCTION. In order in simplify the process and to provide uniformity. we arc attaching a Copy of a tdrm Which 11011111 ao ctiher MPM1111=and testas It is sines the completed form will be atacluat to Inc of iae COPY o(boddi g permits or nes—* or rcpraaum it an your Ictictnc= In ase n(mbdtapae.commer=L indusiraL ur muiti•unit hntiame construction.the contataor main bot lamed the dumpster subcontactor at the time at the budding permit application. In succi casts theatlaCm en" it(an Affidavit an be used. The complete law is Contained in the Nnvemher issue a( CODIEWORO which will he malted to yna in the neat two week3. If you should have any question. please tet us know. C1DAtm AFFIDAVIT As a result of the provisions of MGL c 40, S54, I acknowledge that as a condition of Building Permit Number all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. I certify that I will notify the Building Official by AWv w (Two months ma;dmum) of the location of the solid was disposal facility where the debris resulting from the said construction activity shall be disposed of, and I shall submit the appropriate form for attachment to the Building Permit. Date Signature of Permit Applicant (Print or type the following information) Name of Permit Applicant Firm Name, if any Address In accordance with the provisions of MGL c 40, S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 111, S 150A. The debris will be disposed of in: O.�rc (Location of Facility) CAS "'�IfZS Signature of Permit Applicant ate 02/08/89 21:12 6178782297 SEA CONSULTANTS PAGE 01 w� s JEfA1C'mEn OP wDUSTA Ai.ACCI00m 600 WASMGMN STREET ' Ho=rt.MASSA+CHME#S 02111 _e'naS.: �a'tnaer: .•,-•ssrore WiDRXnr COhoegWMONIIWRWC.EAMDAVrr D & C Construction Co. , Inc. (heenrmperatteeod with a Principal place of butinest/midenee as: 908 Main Street, Noiwell, MA 02061 (CitrlsoodZip) do hereby certio. under the pains and penakies of perjury,duc ?h 1 am an employer providing the following wo&w' cnmpeamioa wvetW for my emp{orcee working on*A Too. CNA Insurance WC 120535590 insurance Company Poiiey Number ( j J am a soleprroprkwr aid have no one woridng fat ma (j 1 am a sale proprieam geneW mum==or hommotaw(dnk ane)and have hire the connauors!Tied b ft who have the fbliemag watklla' coalpanation iaummam Piles [Jame of Contractor Insurance Company/Policy Number Name of Conrtaaor lnstuasia Compaoy/Poiity Number Name of Comractor lnmmnm Company/Polity Number () 1 am a homeowner performing all dw work mysdE NOTE Plow is was do wWkbtgesaoroew wbd atnpfoy penes to do ustou saoae.sanmoeron or tapir wwk ao a dwaiHng of o0 oom%in*dim uaor ut wbii the Awamn aw dere tendo or on the gr000da apporow nr tlMlatn ade aN gaterWp caaatiiered m be tmplarar trndv de V7etbep'Cnra*oarYaa Act(GLC]52.,m.l(51i.aPPlk+t"'by a i�'��•liana or permit MOF avidaoe the ind Sterni of an awpi"or aadar dw werkae'Gmpin wa ACL 1 underatow dut a toil'of drat Be wi0 be forwerdd m the Dgwtmme of lndwuW AcWmti ORim of hutatwa fortsteraP. .eniiearwn snd rimriailwe oo tewreeve at tetpaed unom ssaiioa 2SA of MGL I52 rm lead m tie impm%I"of ainond p(jel* wanaoog of a fine of up to 51500.00 Sadler impruann est of up re niter year and dwi pemima in dte form of a seep Werk Ordre a0 Fina S100.00a dtr againa on. November 19 93 Signed rs 9 ' day of D C s i Inc. By: G .5 /3 �a Licensee" etee LieemodPettni4as Plans must be filed and approved by the Inspector j prr/ior to a permit being granted tL A� CITY OF SALEM No. � -9111 A-L Ward I HISTORIC DISTRICT? Y N Date i IF FOR SIDING, HAS ELECTRIC Home Phone °g PERMIT BEEN OBTAINED? Y N Bus. Phone APPLICATION FOR -_ PERMIT TO TO THE INSPECTOR OF BUILDI - The undersigned hereby applies for a permit to build according to the following specifications: Owner's name and address j�/�In,.� ,S �o ✓ 2�}c�r v �.�� Architect's name �lYl-P v Builder's name M Y Location of building, No. What is the purpose of building? O -IRLt-1 Le i, If dwelling, # of units? Material of bldng? Will building conform to law? Asbestos? ��) __= Estimated cost o O6 �a Citj Lic.# State Lic.# y Signature of Applicant . GNED UNDEPOIALTY OF PERJURY DESCRIPTION OF WORE TO BE DONE Mail Permit to: r r �"'• t +f 7�1 �i �'6 � �. '�"$ + tit ��,�: �� wr,pot �.� ��.3 1 .{ � q ��,E�t � P" f� _ 1 .��' , No.�2,L2-9CI Ward APPLICATION FOR PERMIT TO ROOF REROOF OR INSTALL SIDWO' Location PERMIT GRANTED Approved 5vultding;s—itor i?o. 1,56 x City of Salem Ward APPLICATION FOR PERMIT TO BUILD ADDITION, MAKE ALTERATIONS OR NEW CONSTRUCTION IMPORTANT-Applicant to complete all items in sections:1, 11, Ill, IV, and IX. � f VPr SI. AT(LOCIn DISTRICT LOCATION INJ OF BETWEEN AND (CROSS S REE CROSaLOTEn BUILDING SUBDIVISION LOT BLOCK SIZE II. TYPE AND COST OF BUILDING -All applicants complete Parts A-D A. TYPE OF IMPROVEMENT D. PROPOSED USE-FOR"DEMOLITION'USE MOST RECENT USE 1 ❑ New building Residential Nonreafdenbal i 2 ❑ Addition(It residential,enter number of new 12 ❑ One family 18 ❑ Amusement,recreational (rousing units added,it any,in part D,13) 19 ❑ Chruch,other religious 13 ❑ Two or more family-Enter number 3 ❑ Alteration(See 2 above) of units ....................................................... 20 ❑ Industrial 21 ❑ Parking garage 4 ❑ Repair replacement 14 ❑ Transient hotel,motel,or dormitory- 22 ❑ Service station,repair garage Enter number of units 5 Wrecking(If multifamily residential,enter number 23 C:] Hospital,institutional of units in building in Part D,13) 15 ❑ Garage 24 ❑ Office,bank,professional 6 ❑ Moving(relocation) 16 ❑ Carport 25 CK Public utility 7 ❑ Foundation only 26 ❑ School,library,other educational 17 ❑ Other-Specify 27 ❑ Stores,mercantile B.OWNERSHIP 28 ❑ Tanks,towers 8 Private(individual,corporation,nonprofit 29 ❑ Other-Specify institution,etc.) 9 ❑ Public(Federal,State,or local government C.COST (Omit cents) Nonresidential-Describe in detail proposed use of buildings,e.g.,food processing plant, machine shop,laundry building at hospital,elementary school,secondary school,college, parochial school,parking garage for department store,rental office building,office building 10. Cost of improvement ......................................................... $ —at industrial plant.If use of existing building is being changed,enter proposed use. To be installed but not included in the above cost gS�p,WCt}Q✓ �VPC1+Wt l.n� � �Gv�l' f"i 11I�00 L1 a. Electrical........................................................................... b. Plumbing .................................................................... He4tV--L, +V\C IYI Q✓ct-irsIV c. Heating,air conditioning............................................. d. Other(elevator.etc.)..................................................... 11. TOTAL COST OF IMPROVEMENT $ III. SELECTED CHARACTERISTICS OF BUILDING -For new buildings and additions, complete Parts E-L;demolition, complete only Parts J& M, all others skip to IV E. PRINCIPAL TYPE OF FRAME F. PRINCIPAL TYPE OF HEATING FUEL G. TYPE OF SEWAGE DISPOSAL 1. TYPE OF MECHANICAL 30 ❑ Masonry(wall bearing) 35 ❑ Gas 40 ❑ Public or private company Will there be central air Wood frame 36 Oil q1 31 ❑ ❑ [:] Private(septic tank,etc.) conditioning? 32 ❑ Structural steel 37 ❑ Electricity 44 ❑ Yes 45 ❑ No 33 ❑ Reinforced concrete 38 ❑ Coal H. TYPE OF WATER SUPPLY Will there by an elevator? 34 ❑ Other-Specify 39 ❑ Other-Specify 42 ❑ Public or private company 46 ❑ Yes 47 ❑ No 43 ❑ Private(well,cistern) J.DIMENSIONS M. DEMOLITION OF STRUCTURES: 48. Number of stories ............................................................ 49. Total square feet offloor exte area all floors,based onn exterior , Has Approval from Historical Commission been received dimensions ......................................................................... for any structure over fifty(50)years? Yes_ No P 50. Total land area,sq.ft........... /Dig Safe Number 3 VJ lG b/ 2-38 K.NUMBER OF OFF-STREET PARKING SPACES Pest Control: N PR fJ 51. Enclosed......... ............ sz. Outdoors...................................................... HAVE THE FOLLOWING UTILITIES BEEN DISCONNECTED?...................... Yes No L RESIDENTIAL BUILDINGS ONLY Water: 53. Enclosed...................... ................................................ Electric: /110 Gas: /vi"-- 54. Number of Full...............:........................... Sewer: N0 bathrooms DOCUMENTATION FOR THE ABOVE MUST BE ATTACHED Partial BEFORE A PERMIT CAN BE ISSUED. IV. COMPLETE THE FOLLOWING: Historic District? Yes_ No-4L (If yes, please enclose documentation from Hist. Com.) Conservation Area? Yes_ No--LZ (If yes, please enclose Order of Conditions) Has Fire Prevention approved and stamped plans or applications? YeS3Z No -' Is property located in the S.R.A. district? Yes_ No-L/— Comply omComply with Zoning? Yeses. No (If no,enclose Board of Appeal decision) Is lot grandfathered? Yes_ No--L— (If yes,submit documentation/if no,submit Board of Appeal decision) ti J Q . If new construction,has the proper Routing Slip been enclosed? Yes_ No 4 Is Architectural Access Board approval required? Yes_ No ✓ (If yes,submit documentation) Massachusetts State Contractor License# Salem License# Home Improvement Contractor # Homeowners Exempt form (if applicable) Yes_ No_ CONSTRUCTION TO BE COMMENCED WITHIN SIX(6) MONTHS OF ISSUANCE OF BUILDING PERMIT If an extension is necessary, please submit CONSTRUCTION IS TO BE COMPLETED BY: in writing to the Inspector of Buildings. 4 V. IDENTIFICATION • To be completed by all applicants Name Mailing address-Number,street,co,,and state ZIP Code Tel.No. I. so Forts- Ave— p•o•(30VCie 9 01970 5O - 4 Owner or S Se" Sp p Lessee IrC M r� lou3M pie a�¢• o• 2. Sax G213f 617-52Y POI L f� t4 CGS o L A UWO Contractor Builder's No. No. 3. Tiyhe�Be,x:! , INc.• 53 .so¢ a,w.e+°.. v eel acy5 `/r3-5(2 Amhited Or fJ Engineer I hereby certify that the proposed work is authorized by the owner of record and that I have been authorized by the owner to make this application as his authorized agent and we,agree to conform to all applicable laws of this.jurisdiction. Signature of applican _ / Address Application date DO NOT WRITE BELOW THIS LINE VI. VALIDATION BuildingFOR DEPARTMENT USE ONLY Permit numberG 7 9 3 Building trtr Use Group Permit issued 19 gJ Fire Grading . Building U // Permit Fee $ } �"/ 7L L� Live Loading. nm Certificate of Occupancy $ upancy Load Approved by: Drain Tile $ Plan Review Fee $ G TITL NOTES AND Data • (For department use) / Q l aL f� I I PERMIT TO BE MAILED TO: DATE MAILED: — 3 Construction to be started by: Completed by: 3. VI ZONING PLAN EXAMINERS NOTES DISTRICT USE FRONT YARD SIDE YARD SIDE YARD REAR YARD NOTES SITE OR PLOT PLAN -For Applicant Use O N 10/22/1993 11: 27 6172543069 NASD INC PAGE 01 y north P.O. BOX 326 �—.- american 218 LINCOLN ST., site developers ALLSTON, MA. 02134 \I A � },� inc. (617) 254.3140 \A3 FAX: (617) 254-3069 D�Mc7'L=T'�ON FAc?iTs r� cover sheet Date: To: From: Jll Re.`.erence; Faxu �-I ;; Pages . 14 NOC:' �a]aa�d➢ i1:B ?'%f'�';.'LS, i➢G. �5 i ACs?7 3C5!➢:53 3➢v2.�I!Sc a➢� :.➢ °qu e'_ CICO:GU➢ i:� ?7p:v?=- �` 7c.c he'.e a.. GLCu.:➢3 -' - ' 1" � .a �_3.^.E] >SiJ Pia 52 C3�1 xCOMMONWEAL Thi OF MASSACHUSETTS _ DEI'ARTSUErrr OF INDUSTRIAL ACCIDENTS E - 1 600 WASHINGTON STREET "y BOSTON, MASSACHUSEITS 02111 ^ce CE AFFIDAVIT WORKERS, CONJP NSATION INSURAN Barletta En in !liccmccr ocrmtncci with a DCt❑Clpal place of bussnessiresidence at: 10 Whipple Avenue. ,P.O. Roslindal 0213 ii - (CirylSntciZip) do nerebv crrum under the pains and penaities of pequrp, that: j I am an emphoycr providing the following workers compensation coverage for my employees working on t yob. No . 1513-00-080140 Wausau Insurance Companies Policy Number Insurance Company 1 am a solcyro rictor and have no one working for mc. [ ) rs listed I am a sole proprietor, general conmaaor or homeowner (circle one) and have hired the contracto who have the following workers compeation insurance poficles: ns Wausau Insurance Companies Barletta Engineering Corporation Policy No. 1513-00-080140 Insurance Companv/Policy Number Name of Contractor Insurance Company/Policy Number ^Jame of Contractor Insurance Company/Policy Number Name of Contractor [] 1 am a homeowner performing all the work myself. ;JOTS: Please be aware that while bommo en who employ perwos to do maintenanct.construct.ton or repair wet dwelling of not more than three units in wbich the homeowner also reside or oa the grounds spPutwn by ahhomeocrctc woer for I considered to be employers under the Worked Compensation Aa(GL C- 152.stet. 1(5)). PP or permit may rvtdence the legal miss class empiowr under the Worker' Compensation Act. lu unaerstana seas a caov of this statement will be forwarded to me DcPartsntnt of lndustrai Acadentst e imP of I on of ri for t Work Or 'cnncauon ana that iasiure to secure tnveraee as reauved under Section 15A of MGL 152 can scan to the smof 2 St n of asmtm connsune of a fine of uo to 51500.00 an&or imprisonment of up to one year and uvu oenaikia m the form of a Smo me of L 100.00 a day against me. 18th day of October 19 93 — Sicncd this E Barletta ngineering Corporation --_ — u=oriPcrmraor .-icensecipermtaee •h Public Propertp Department illuilbing Department (Pne Salem (Breen 500-745-9595 Ext. 300 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer Section 116 . 0 DEMOLITION OF STRUCTURES Structures over fifty ( 50) vears old must have approval of the SALEM HISTORICAL COMMISSION UTILITIES DISCONNECTIONS REQUIRED Authorized Agent Date of. Disconnection WATER: ELECTRICAL : GAS : "A/4 SEWER : AI DIG SAFE NUMBER: 93 y 3 a 6/12 a R PEST CONTROL h R o ***DOCUMENTATION OF ALL THE ABOVE MUST BE ATTACHED BEFORE PERMIT CAN BE ISSUED Fee for Demolition : $5 . 00 for application plus $ 2 . 00 per 100 sq . ft . . gross area , minimum $ 15 . 00 _ =, Citp of Salem, Aa!5!5aCbU!5ett!5 ]Flee De{Id[hIIfltt jfJedDQUa[tCT5 481-Mapette —IGMrert palem, Sfla. 01970 Joseph F. Sullivan Chief Salem Fire Prevention Regulation #29C DEMOLITION OPERATIONS In accordance with the provisions of the General Laws of the Commonwealth of Massachusetts and the Salem Fire Code, the following regulation governing the demolition of structures within the City of Salem shall be followed. This regulation is made in the interest of fire prevention, to prevent conditions which are or may become dangerous as a fire hazard, or may otherwise be in violation of law. 1. Before a structure can be demolished, the Salem Fire Department requires the filing of an application for permit form #29C, and shall conduct a preliminary demolition inspection to ascertain any conditions which may require a fire watch or other preventive measures to be taken before, during and/or after said demolition process. 2. A permit to demolish or remove a building or structure shall not be issued until said inspection has been conducyed, and any requirements necessary for prevention of fire and life safety hazards shall be shown on the permit, which bmust be shown to the Building Inspector. 3. The requirements outlined in the permit shall become a part of the restrictions portion of the demolition permit issued by the Building Inspector, for compliance with the Code. 4. Tha permit may include, but not necessarily be restricted to the following: (a) Welding and cutting permit required. (b) Fire watch to be maintained by a professional off-duty fire fighter with such equipment as determined by the Head of the Fire Department. THE MASSACHUSETTS STATE BUILDING CODE SECTION 116.0 DEMOLITION OF STRUCTURES 116.1 Service connections: Before a building or structure can be demolished or removed, the owner or agent shall notify all utilities having service connections within the building or structure, such as; water, electric, gas, sewer and other connections. A permit to demolish or remove a building or structure shall not be issued until a release is obtained from the utilities, stating that their respective service connections and appurtenant equipment, such as; meters and regulators have been removed or sealed and plugged in a safe manner. 116.2 Lot regulation: When a building or structure has been demolished or removed and a building operation has not been projected or approved, the vacant lot shall be filled with nonorganic fill, graded and maintained in conformity with adjacent grades. The lot shall be maintained free from the accumulation of rubbish and all other unsafe or hazardous conditions which endanger the health of the public; provisions shall be made to prevent the accumulation of water or damage to any foundations on the premises or the adjoining property; and the necessary retaining walls and fences shall be erected in accordance with the provisions of Article 30. SECTION 117.0 MOVED STRUCTURES 117.1 General: Buildings and structures moved into or within the jurisdiction shall comply with the provisions of this code. SECTION 118.0 FEES 118.1 General: A permit shall not be issued to begin work for new construction, alteration, removal, demolition or other building operation until the fees prescribed by municipal ordinance or bylaw shall have been paid to the city or town collector or other municipal agency authorized to collect such fees. 118.2 Other fees: The payment of the fee for the construction, alteration, removal or demolition and for all work done in connection with or concurrently with the work contemplated by a building permit shall not relieve the applicant or holder of the permit from the payment of other fees that may be prescribed by law or ordinance for water taps, sewer connections, electrical and plumbing permits, erection of signs and display structures, marquees or other appurtenant structures, or fees for inspections, certificates of use and occupancy or other privileges or requirements, both within and without the jurisdiction of the building department. 1-20 780 CMR - Fifth Edition RICHARD D. CUZNER ' SUPERINTENDENT OF MAINTENANCE SOUTH ESSEX SEWERAGE DISTRICT 50 FORT AVENUE, P. O. BOX 989, SALEM, MASSACHUSETTS 01970 TEL. (500) 744A550 NXT' J�� FssF South Essex Sewerage District g0 EST.192� 50 Fort Ave.,P.O.Box 989 • Salem,MA 01970 • (508)744-4550 Fax No. (508) 741-0478 March 3, 1992 Mr. William Munroe Building Inspector 1 Salem Green Salem, MA 01970 Dear Mr. Munroe: The South Essex Sewerage District would like to move three rental office trailers onto its property at 50'F6r_t Aenvue;Salem, Massachusetts. We have found that we are in need of more office space and storage space at this location, and the use of trailers would accomplish this. The trailers would be temporary for about two years. One trailer measures twelve feet by forty-two feet, and the other two would be twelve feet by sixty feet. I have contacted Mass. Electric for the installation of stub poles and an electric service into these trailers. Enclosed is a plan showing the proposed location of trailers and electric service. Would you please inform me as to what permits and/or fees are needed for these trailers. Very truly yours, Richard Cuzner, Maintenance Supt. South Essex Sewerage District (508) 744-4550 Ext. 14 a Enclosure L'142 i.:i ,z s L", , G , A I �6w- G /6 W i - - / �xttTwel MEec ;lclri � � .� 6�Pc 6 u' 4 We —6 Asa a- 7,e4 vE� war O P j. A �/ c' /L' ;/ , l - - - - —._ J/„ I l� p•POP,; .PTY c /.VS L Ll.'vC OFP.fYc'Mc:vT �� `� /)v l/. EH peieS !-- b U /-EDGE OF PA✓EM,=,VT I / - - - - - - - - - - -- -�—�- - ti AW, 'U.41 1 ek pow r ry /� /uv 22.22 ------------ 0?� . I r IT 1 k L 7- = ` L=_=— =_=- _' _ — _�� /-/.v✓. 21.2/ r �9 II I 6L D,G. I — /Z 'S raA, tt 3 m �i _4„UJ sl/ ' I'_ :: v � ro e'ac. real ,I , / zX�o ,:uV. �, ZZ 33 I r✓v. zosl O a4 / I; eXl's-IAJ15 3 n 4,'c2 G/:vE SYaG[. I q- 1A/v.20.98 C �m z Ii BE dE.,1p vE0 .7FTc.d .� T_=r»02.-7PY l� r /N V.23.5d jv:1-f le,/UZ 11 1W J II Sovi C$Se c se -/erurye STncT i� SEE S�- ,a•/Z) D� OPER ATION5 AND � i P n 1111 A P. Y T T SII r� G /NVS. /4.SQ Z/.so `' MAINTENANCE BUILDING .z — - - - - - -TANf� S - - - - - - -- - - - -Z — � 3'cw ILL AGCE55 LL a I „�� 74.5' NYO• ;o` n ,pA/,U GAUCE X05 i lUV,ZG39 l /NV g/ y /vr. /g.d: (— — - - -- r — - - - - -- - - - — — -- SCUM �� \ R'/ STRUCTURE SMh' -► E3 L'DG. /Z�p .1. - N 0. 1 -� ` /A/A'. 4 J0 I NO.2 I `ivY/j9 3 GAs SEL. /9.00_ _ _-- 2 66 v I r 54.5 L 1 ~C w - . f0.t b b 0 .P/A I / - REMKtJVE QJ 17 j i i - - - - - - - - - - - - _ _ - _ _ _ OACF Wi/LL l i I./,VVL' �. o V IB.s ` n : 9.$e 9. i� CHLORINATION ' y N✓ ✓Y./zp EMP8(/ (tT . [HF. �� Q O yLIiL01 esu R� ti di ` . I I,` .a CIC OG. /'�•� I --...� .o,.i•t flyI q _..- �►I} r 4. T,tty� of '$a1m, ,�J.y`assarLls0to ,Ptyartment of J ublir 5trvites (line ,�ttlem (green 745-9595 '�xt. 321 CHARLES F.OUIGLEY City Engineer Director of Public Services December 3, 1993 Honorable Neil J. Harrington Mayor City Hall Salem, MA 01970 RE: SESD Dear Mayor Harrington : As a Board Member of the SESD, it has come to my attention that construction contracts will be awarded early in 1994 for amounts in excess of one hundred million dollars . It is my conservative estimate that the City of Salem is entitled to building permit fees on at least sixty-five million dollars of these development costs . Construction permit fees at the rate of six dollars per thousand will amount to an income of three hundred and ninety thousand dollars during early 1994 as a result of this construction. You may want to include the fee income as part of your budgeted projections . Very ru y r , Char es, le P . City E gineer Director of Public Services CFQ/cmc cc : Leo Tremblay, Bldg . Inspector Page 1 of 2 BUILDI ' D DEPT. b� WEEKLY CONSTRUCTION PROGRESS REPORTtZ O RECEIVVEE � 'Sq D CITY OF SALEMa,MASS. Project Title: Site Preparation Contract Contract No. : 93-3 Owner: SESD State Project No. : BMF 20-843-02 Location: 50 Fort Ave . , Salem Contractor: D&C Construction Co. Work Period: From: 2/7/94 To: 2/11/94 Date of Report: 2/14/94 Work Completed Contract Time Amount of Contract $5, 230 , 000 Time of Contract 328 days Change Orders Extensions Total Contract Amount$5 , 230, 000 Total Contract Time 328 days Total Completed to Date$2, 258,745 . 93Time to Date 162 days Percent Complete 43 . 2% Percent of Time 49 . 4% Change Orders Approved Pending Project Sign Additional electric manhole Additional fencing Beverly/Danvers Force Main meeting HV/Comm Duct extension CDM Form CB-10 Issued 1/83 Page 2 of 2 Progress Report Brief Description of Work This Week ° Hydra-Stop Inc . completed installation of the westerly (downstream) line stop for the Beverly-Danvers forcemain. It was necessary for Hydra-Stop to air freight in a special paddle type cleaner to remove rock obstructions from the bottom of the main before the stop would seat. • The Contractors work at the Beverly-Danvers forcemain consisted of as- sited Hydra-Stop, dewatering the isolated abandoned section of the main, excavating and installing new piping Station 0+90 to 0+26 . 56, and tying in the SLAPS discharge to the 36" HDPE bypass . • The Contractor worked excavating, screening, and loading blasted rock from the excavation area. ° The Contractor installed a new precast manhole and sewer piping approximately 55 iwest of the SLAPS to handle flows from the administration, maintenance, and air release buildings . ° Stocks Drilling and Blasting worked from the center of the excavation area easterly blasting -rock to Elevation -14 .2 . O'Donnell Sand & Gravel (WBE) provided hired trucks to haul blasted ledge from the site. Annese Electric repaired the SNPS electrical meter which had been mal- functioning since Annese relocated it to the present location. General Comments The Contractor gave written notice on 2/7/94 of his intent to submit costs associated with removing possible obstructions which he believes prevented the Westerly line stop from seating in the Beverly-Danvers force main. esident Representative Camp .Dresser & McKee Inc. Ctu of 'Salem' Tatdriral Pepartmad VMA it 01 (IIng Flertrirtan 44 ` nfaaette St. ,4alem, Mase. 01970 ,$kelt d1obt 617 745-6300 January 28 , 1994 Annese Electrical Service 276 Libby Park Weymouth , Massachusetts 02188 Re : South Essex Sewerage Waste- Water Plant y "50 Fort Avenue;. Building -Permit #7-94 Dear Sir: Please be advised , it is my understanding a settlement has been reached on an electrical fee with the Building Inspector and the Ci.ty Solicitor with regards to Building Permit #7-94 - 50 Fort Avenue , South Essex Sewerage Wastewater Plant (.site work only) electrical fee. Electrical Fees , Section I , Chapter II , Article III , Fees and In- spections General , Section 54 - Sec . 11-54 General Permit Fees is as follows : Building Permit #7-94 valuation - $3 ,910,000 . 00 Electrical Assessment per thousand X2 . 00 - 7 ,820 Your portion of the electric fee on Building Permit #7-94 is $7 ,820. 00. Please submit electric permit and fee , payable to the City of Salem Electric Department. If you have any questions , please contact my office . Yours truly Paul M. Tuttle City Electrician cc : Mayor Neil J . Harrington Leo E . Tremblay., Building Inspector `f I Page 1 of 2 WEEKLY CONSTRUCTION PROGRESS REPORT Project Title: Site Preparation Contract Contract No: 93-3 Owner: SESD State Project No. BMF 20-843-02 Location: 50 Fort Ave Salem Contractor: D&C Construction Co. Work Period: From: A-5 1 �� i 4 To: R- ) Date of Report: AL)' e i9 94 Work Completed Contract Time Amount of Contract $5.230,000.00 Time of Contract 328 days Change Orders $779.515.77 Extensions 0 Total Contract Amount $6.009.515.77 Total Contract Time 328 days *Completed to Date 5 h 39 J33 , 0 2 Time to Date 3.m) 8 (s�'bsrM Percent Complete T-1 Percent of Time /p0 J/" Change Orders Approved Pending Al BD Flow Meter Piping #5 Balancine Change Order #2 Sign Fencing. elect. work __ #3 North rock face stabilization #4 Credits sewer work, generator rental *Less retainage Page 2 of 2 Progress Report Brief Description of Work This Week " 7�eCo�r�cfo� P,-cm,-ed 7* al- Thr Ceoy-lnrTu-7 lq�eA 0 CAI zh ( A Stun e- c4oKr✓ roVrJf ,9-? pc Co�P,9r?�f 7* /7J 776�14/, %�C ron�Hr �U✓ wo—keel I-r ,f,?t cle,914✓P /q, c/ AX-f i �'r•�J. /A( (0-)7✓Ar h� b�Ad w c1fmObil, ? t 2�',1ro,ne,- rg,,c1 jn*,Aye %rii/ci✓ spenre/ tU4it( /},d &r.-rj Wog—ged caMPkri�.� e✓owor4 <o-?rel o,,4 7�( T pmmutcv✓ .flop[- _ /A1C Also O/tmoA,bz e cl 7Acl;- P j.4p mem Ak cJ Q AI c fy Co le Tc ✓oJ 7q 1 A7ia,2 o F 7h r CX<,,t//470-, pe✓ImffC � n �;nq A IOnSG �onJr✓�[fjon nA cl lAbo✓G✓J Ol'1 Jj 1( A_fj. f-tih CIe�rE�P r-j.-, � P��rh �/1'r ifrmJ . f L Ar\n6"sC eltcTriC wA3 r -N,e 4 (a / -r,n 37' ltfMJi /he fia�� / fur✓crp�l we�t f! fi 74c J/ * Z o-F Vr exc��aTo�i d �c��M�i4r..,s dg TA ft''— c4At,,2 -r, James T. Maher Project Manager- Field Camp Dresser& McKee Inc. Page 1 of 2 MONTHLY CONSTRUCTION PROGRESS REPORT Project Title: SESD Site Preparation Contract Contract No: 93-3 Owner: SESD State Project No. BMF 20-843-02 Location: 50 Fort Ave.. Salem, MA Contractor: D&C Construction Co. Work Period: From: 7/1/94 To: 7/28/94 Date of Report:. 8/1/94 Work Completed Contract Time Amount of Contract $5,230,000.00 Time of Contract 328 days Change Orders $779,515.77 Extensions 0 Total Contract Amount $6,009,515.77 Total Contract Time 328 days Completed to Date $5,837,824.23 Time to Date 328 days Percent Complete 97% Percent of Time 100% Change Orders &&roved Pendine #1 BD Flow Meter Piping #5 Balancing Change Order #2 Sign, Fencing, elect. work #3 North rock face stabilization #4 Credits, sewer work, generator rental Page 2 of 2 Progress Report Brief Description of Work This Month The Contractor excavated 12,937.5 cy of blasted rock this month for a total to date of 83,123.5cy. The Contractor completed excavation of overburden at the site. The Contractor completed installation of the deep well appurtenances at the system installed adjacent to the ground water cutoff. The Contractor excavated, and hauled blasted rock and overburden from various areas of the site. Mocks Blasting completed drilling and 'blasting at the site and demobilized his equipmeui. . Spencer White and Prentis completed installation and testing of tieback, wales, and lagging for the south side lateral supports. They also grouted the dowels installed by Stocks along the 66" plant effluent line. Alonso Const. (MBE) was at the site assisting D&C with various tasks and punch list items. Annesse Electric was at the site completing punchlist items. New Quality Fence Co. was at the site digging holes for fence posts at the excavation perimeter construction fencing. General Comments The Contractor requested the certificate of substantail completion be awarded as of the contract completion date of July 28, 1994. The Contractor has continued to distribute quantities of rock and overburden within the District Communities. Exact quantities will be forwarded to the District when they become available from the Contractor. Inn James T. Maher Project Manager- Field Camp Dresser&McKee Inc. Page 1 of 2 WEEKLY CONSTRUCTION PROGRESS REPORT Project Title: SESD Site Preparation Contract Contract No: 93-3 Owner: SESD State Project No. BMF 20-843-02 Location: 50 Fort Ave. Salem MA Contractor: D&C Construction Co. Work Period: From: 7/25/94 To: 7/28/94 Date of Report: 8/1/94 Work Completed Contract Time Amount of Contract $5.230,000.00 Time of Contract 328 days Change Orders $779.515.77 Extensions 0 Total Contract Amount $6.009.515.77 Total Contract Time 328 days *Completed to Date $5.172,051.00 Time to Date 328 days Percent Complete 86.2 % Percent of Time 100% Change Orders Approved Pending #1 BD Flow Meter Piping #5 Balancing Change Order #2 Sign Fencing, elect work #3 North rock face stabilization #4 Credits sewer work, generator rental *Less retainage i Page 2 of 2 Progress Report Brief Description of Work This Week The Contractor continued to excavate and haul blasted rock and overburden from the site. The Contractor continued to grade and compact subgrades in the excavation area. The Contractor worked at site cleanup and punchlist items. Spencer White and Prentis installed lagging boards as part of the south perimeter later.;: support system. Alonso Construction was at the site assisting with cleanup and minor punchlist items. Annese Electric was also at the site assisting with cleanup and minor punchlist items. New Quality Fence Co. was at the site digging holes for fence posts at the excavation perimeter. General Comments *The Contractor requested the certificate of substantial completion be awarded as of the contract completion date of July 28, 1994. James T. Maher Project Manager -Field Camp Dresser&McKee Inc. Page 1 of 2 WEEKLY CONSTRUCTION PROGRESS REPORT Project Title: Wastewater Treatment Plant U.V ,rade Contract No: 93-1 Owner: SESD State Project No. BMF-20-843-02 Location: 50 Fort Ave Salem_ MA Contractor: Mortenson/Westcott. a Joint Venture Work Period: From: November 7 1994 To: November 10, 1994 Date of Report: November 14 1994 Work Completed Contract Time Amount of Contract $104.572.132.00 Time of Contract 953 days Change Orders - Extensions - Total Contract Amount $104.572.132.00 Total Contract Time 953 days Payment to Date $1.720.990.55 Time to Date 54 days Percent Complete 1.7% Percent of Time 5.7% Change Orders Approved Pending n/a Miscellaneous metals subcontract Roofing subcontract Page 2 of 2 Progress Report Brief Description of Work This Week • The Contractor completed mobilization activities and the set up of field offices. • The Contractor took delivery and began spreading 3/4" stone at the base of the clarifier sumps. • Contractor carpenters did miscellaneous carpentry at NEPCQ warehouse. • Anchor Drilling continued foundation anchor installation and testing at the secondary clarifiers and RAS gallery. They also grouted in anchors at east side of secondaries. • Mark Stanton of Haley & Aldrich on site all week inspecting Anchor Drilling's work. • Majic Construction completed trenching for M/W's field office utilities and also widened the access roadway to the main excavation. • Reilly Electric finished installing temporary power to construction field offices. • Harris Mechanical and sub Total Mechanical completed work on septic pump for construction field offices. • No activity at site on Veterans' Day, November 11th. I , r_ James T. Maher Project Manager-Field Camp Dresser& McKee Inc. Page 1 of 2 WEEKLY CONSTRUCTION PROGRESS REPORT Project Title: Wastewater Treatment Plant Upgrade Contract No: 93-1 Owner: SESD State Project No. BMF-20-843-02 Location: 50 Fort Ave. Salem MA Contractor: Mortenson/Westcott. a Joint Venture Work Period: From: November 14, 1994 To: November 18, 1994 Date of Report: November 21 1994 Work Completed Contract Time Amount of Contract $104.572.132.00 Time of Contract 953 days Change Orders - Extensions - Total Contract Amount $104.572.132.00 Total Contract Time 953 days Payment to Date $1.720.990.55 Time to Date 61 days Percent Complete 1.7% Percent of Time 6.4% Change Orders Approved Pending n/a Miscellaneous metals subcontract Roofing subcontract Page 2 of 2 Progress Report Brief Description of Work This Week • The Contractor took delivery of and assembled Manitowoc 4000W Crane. • The Contractor's surveyor checked rock anchor heights and grades for underdrains assisted by area superintendent. • Contractor carpenters did miscellaneous carpentry at the Maintenance Building. They also began formwork for the base slabs of the sumps in the secondary clarifier center gallery. • Anchor Drilling continued foundation anchor installation and testing at the secondary clarifiers and RAS gallery. They also grouted in anchors at east side of secondaries. • EWT was on site to investigate power requirement to temporary boxes at remediation work. • J.C. Fence completed modifications to the gateway for the main excavation. • Rusco Steel unloaded and erected bars for sump slabs and walls. • Site photos taken by Abbott Boyle Photographers. • Mark Stanton of Haley & Aldrich on site all week inspecting Anchor Drilling's work. James T. Maher Project Manager- Field Camp Dresser& McKee Inc. Page 1 of 2 WEEKLY CONSTRUCTION PROGRESS REPORT Project Title: Wastewater Treatment Plant Upgrade Contract No: 93-1 Owner: SESD State Project No. BMF-20-843-02 Location: 50 Fort Ave. Salem MA Contractor: Mortenson/Westcott a Joint Venture Work Period: From: November 21 1994 To: November 25 1994 Date of Report: November 28 1994 Work Completed Contract Time Amount of Contract $104,572,132.00 Time of Contract 953 days Change Orders - Extensions - Total Contract Amount $104.572.132.00 Total Contract Time 953 days Payment to Date $1,720.990.55 Time to Date 68days Percent Complete 1.7% Percent of Time-7.I�0/b Change Orders Approved Pending n/a Miscellaneous metals subcontract Roofine subcontract Page 2 of 2 Progress Report Brief Description of Work This Week • The Contractor finished assembling Manitowoc 4000W Crane. Mechanics made repairs to crane. • The Contractor erected keys/waterstop at sump slabs and placed protective blankets at sump slab forms. • The Contractor placed 21 cy of concrete at slabs for sumps at RAS pipe gallery. • The Contractor stripped forms at sump footings and patched tie holes at secondary clarifiers section 9/S-22. • The Contractor's surveyor continued with layout and monitoring of earth support and force main discharge. • The Contractor paved parking area at NEPCO staging area (Bardon-Trimount). • Anchor Drilling continued anchor installation at various areas of secondary clarifiers and RAS pump gallery. They also performed consolidation grouting and re-drilling as well as water testing of anchor holes. • MARC Construction continued spreading 3/4" stone at secondary clarifier base along northerly limits and backfilled sump footings for RAS pump gallery. • A meeting was held at the CDM field office with representatives of Mortenson/Westcott, SESD, CDM and Coastai Communications to discuss upcoming telephone needs. • The site was closed and no work done on November 24, Thanksgiving Day. • Mark Stanton of Haley & Aldrich on site all week (except Thanksgiving) inspecting Anchor Drilling's work. James T. Maher Project Manager - Field Camp Dresser& McKee Inc. 'Co of Salem, 41inssar4usetts (Offirr of tlir Citu Commit EUILDDINC FEN FEB 19 8 18 YL R UNCILLORS GEORGE P. McCABE 1986 COUNCILLORS-AT-LARGE PRESIDENT G U' 1986 R`��f`r4 ��qq�,p E A. NOWAK JOSEPHINE R. FUSCO CITY OF SM-L.1 KEVINff R. HARVEY ROBERT E. GAUTHIER CITY CLERK VINCENT J. FURFARO FRANCES J. GRACE LEONARD F. O'LEARY NEIL J. HARRINGTON JEAN-GUY J. MARTINEAU RICHARD E. SWINIUCH GEORGE P. MCCABE JOHN R. NUTTING February 18, 1986 The Honorable Anthony.V. Salvo Mayor of Salem r City Hall 1 Salem, MA 01970 Dear Mayor Salvo: On Wednesday, February 26, 1986 at 7:00 P.M. , the South Essex Sewerage District will hold a meeting at the Bentley School to brief the residents on a new pilot program on the testing of sewerage with a Gasification Project. I would like to ask your office to strongly object to any such testing until all of the present problems at South Essex Sewerage are corrected. The residents were promised no odor from the plant on completion. This past summer was one of the worst for odors emitted from the plant. We cannot take anymore promises. I also ask that you advise the Building Inspector not to issue any building permits for this proposed project. At the plant site, Chanfix has installed a trailer, which is in violation of the City of Salam Zoning Ordinance. I am sure that if the Crombie Street Church installed a trailer, the Building Inspector and the Legal Department would have taken legal action to remove it. I would only hope that the appropriate agencies under your control will remove this trailer immediately. I will ask the residents of Salem to cone to this meeting and object to any more projects until the plan is trouble free of odors. Very truly yours 1 GDDRGE A. NOWAK COUNCILLOR WARD ONE GAN/deb COPY: Solicitor Building Inspector Salem Evening News Lynn Sunday Post r i i , CON,)" of Salrra, gassar4us �pv=o rR �uttr� of 4 hh '71 ��ettl A I I I 1 c�Ty Ci.El.il'S OFFICE j WILLIAM F. ABBOTT DECISION ON PETITION OF THE SOUTH ESSEX SEWy;.'pjrE(NV'H� PRICT JAMES H. BOULDER TO CONSTRUCT, MAINTAIN AND OPERATE AN ELECTRICALLY POWERED JOF. YLS JOHN M. GRAY, BR. PUMPING STATION AT 50 FORT AVENUE. NN' ARTHUR LABRECOUE ' EMERY P. TANCH J. NORMAN WELCH, JR. The Petitioner, through its attorney,. James E. Farley,, appealed to the Board of Appeals for a variance from the applicable reRuirements of the City Zoning Ordinance to use the premises at 50 Fort Avenue for the pur- poses of constructing, maintaining, occupying and operating an olectric ally operated pumping station. Pursuant to notices of hearings mailed postpaid to the Petitioner, its attorney, abutters, Board members , and others, and advertisements pub- lished in the Salem Evening News , a hearing was held on this appeal in the Council Chamber in City Hall on March 1 , 1971. Board members present included William Abbott , James Boulger, John Gray, Arthur Labrecuqe , and Emery Tanch; unable to attend were members Joseph Doyle and J. Norman Welch, Jr. Counselor James E. Farley and members':'.of the Board of the South Essex Sewerage District appeared at this hearing and presented pertinent infor- mation on this petition. Evidence was introduced by the petitioner to the effect that the . land in i question was zoned as an R-1 district; the proposed building and use would be contrary to the restrictions of the City Zoning Ordinance for this dis- trict , and thus a variance would be required to construct, a pumping station. Further evidence was introduced showing that the land in question, abuts on the West , the New England Power Station which occupies a large area to generate electricity; on the East , the land is occupied by the Department { of Natural Resources of the Commonwealth of Massachusetts which is present- ly contemplating construction of buildings thereon for research purposes; said land in question is, and for many years in the past was being used by your Petitioner for a pumping station and an administrative building thus making use of the land in question an, existing nonconforming use and the proposed building would expand this nonconforming use . Petitioner pointed. out that the proposed building is necessary to meet the demands of the Water Pollution Control Division of the Commonwealth of Massachusetts to construct new facilities for the needs of the area , incl.ud- in,- athe City of Salem, for sewerage disposal . It was further pointed out that Water Pollution Control orders are mandatory. Ward I Councillor Louis Swiniuch and Ward IT Councillor Joseph O'Keefe appeared at the hearing. Mr. George Nowak, a member of the City Planning Board appeared in opposition; also voicing their opposition to the proposec r d n1 - 2 - 6 >, "Ti#g of "'5rtlem, gassadjusietts O V t' r m '< a f Pourb of Appeal z_n.MmT.vrr.' WILLIAM f. ABBOTT JAMES H. BOULDER JOSEPH F. DOYLE JOHN M. GRAY, SR,' - ARTHUR LABRECOUE EMERY P. TANCH I J. NORMAN WBLCH, JR. expansion of the existing pumping station were Mr. Frank Rizzotti and Mr. Welch. 1 The Board considered said matter thoroughly, and found.: a.s facts that the area in question was zoned R-1 for residential purpose's; that, the area in question was essentially nonresidential in use ; that, the use of the said premises by the Petitioner ' s occupancy for a pumping station and adminis- trative offices is an existing nonconforming use ; that the granting of a variance for the expansion. of these facilities would not derogate from the intent and purpose of the Zoning Ordinance and Building Code , and would in fact , relieve the Petitioner of an unnecessary hardship; it fur- ther found that the edict of the Water Pollution Control Division of the Commonwealth was predicated on the best interests of the public good , and compliance with said edict would remove a dangerous, unwholesome and un- sanitary condition presently existing, thereby promoting the health, wel- fare and safety of the general public . The Board voted unanimously to grant this appeal as requested. BOARD OF APPEALS. APPEAL GRANTED AS REQUESTED. BY � Acting Secretary � n � N-4 r r r� n� r �O -r1 r xn .Co.o,,�� Ctu of the i, ass r4uset#s a Public Prnper#U Pepar#iuent "`Afar a( nillinq �epttrtmen# !Ricllarb T. Aidntnsh (ane Salem (6reen January 7,1985 745-0213 Chemfix Technologies,Inc. 50 Fort Avenue Re: Office Trailer Salem,Ma 01970 c/o Randall M. Redeleman Dear Mr. Redelman: It appears that the permit for the trailer at 50 Fort Avenue, #607 was obtained under misrepresentation of facts. It was my understanding that the trailer was to be used in conjunction of some construction, that was going to be done at the site. Apparently this is not so. Trailers are not allowed in the City for any purpose except as outlined in Sec VII A of the Zoning Ordinance(copy enclosed) I am therefore revolking permit 4607 and reeuiring you to remove the trailer immediately. Very truly yours, Richard T. McIntosh Zoning Enforcement Officer RTM:mo' s cc: Councillor Richard Swiniuch Councillor g'owak P �� ii EN r DV Y �.LAI1 oNS Cr �_iY 1� .. . bailers 1�o person sh-ll park, store , or occupy a trailer for livin ; or b,-,sir:ess purposes within the City of Sal ern except - 1 . The o-,,,ner of residential premises may permit occupancy of such premises by non-paying guests using a trailer for a period no:: to exceed twenty days. A Special Per- mit for this purpose must be obtained from the Inspector of Buildings before the land can be so occupied. NO more than one trailer is permitted with any one residence or lot . 2 . A temporary office incidental to construction on or development of the premises on which the trailer is located shall be permitted . In neither case shall the trailer be connected to public water or sewer facilities . Trailers used as te!nporary construction offices may be connected to telephone and and electric facilities . 3 . Dead storage and/or parking of trailers will be permitted in accordance i:,ith the following provisions - a . Such stored trailers shall not be used for living occupancy , except as stipulated in Subparagraph 1 hereinbefore. b . Trailers shall not be stored in any front yard. If stored in any side or rear yard , the trailer shall not be placed closer than ten feet from any lot line or within five feet of any building on an adjacent lot . 4'� �•°°T°� COPY FOR YOUR 4 INFORMATION h. ,.r MICHAEL E. O'BRIEN '+L S MARY P. HARRINGTON CITY SOLICITOR +r° ASSISTANT CITY SOLICITOR 93 WASHINGTON STREET 93 WASHINGTON STREET and CITY OF SALEM and 187 FEDERAL STREET 59 FEDERAL STREET SALEM, MA 01970 MASSACHUSETTS SALEM, MA 01970 745-4311 744-0350 744-3383 Please Reply to 187 Federal Street Please Reply to 59 Federal Street January 4 , 1985 v r' Councillor George A. Nowak ` a 114 Columbus Avenue ��l LSA �✓ Salem, Massachusetts 01970 Dear Councillor Nowak : -5- By By letter dated January 3 , 1985 , you have requested my N opinion as to the legality of parking a trailer for business use in a residential area. Specifically, you are concerned with a trailer parked at the S .E .S .E . property on Fort Ave- nue . I refer you to Section VTI', subsection A of the Salem Zoning Ordinance which provides that "No person shall park, store or occupy a trailer for living or business purposes within the City of Salem . " except in specific limited situations . The only exception that appears to apply in the factual situation you related to me would be Section VII , sub- section A (2 .)_ . This section provides that a trailer is per- mitted as a temporary office incidental to construction on or development of a premises on which the trailer is located. Absent such circumstances, it is my opinion that the parking of a trailer in a residential zone other than within the spe- cific exceptions permitted by Section VII violates the provis- ions of `the Salem Zoning Ordinance . If you desire additional information, please feel free to contact me . y r truly yo ;.. / , ' M hael E . O 'Brien ' C 'ty Solicitor MEO/Jp cc : Josephine R. Fusco, City Clerk Richard T . McIntosh, Building Inspector 41 COMMONWEALTH OF MASSACHUSETTS 1 SOUTH ESSEX SEWERAGE DISTRICT ` 50 FORT AVENUE - P.O_BOX_989 SALEM MASSACHUSETTS 01970 lug TEL. 617-744-4550 BOARD MEMBERS JAMES A. VITALE CRAIG STEPNO EXECUTIVE DIRECTOR February 23, 1983 CHAIRMAN , CHARLES F. MANSFIELD ALAN F. TAUBERT TREASURER COMMISSIONER OF PUBLIC WORKS,BEVERLY OLIVE A. DUPUIS TRACY I. FLAGG CLERK OF BOARD REPRESENTATIVE,TOWN OF DANVERS CHARLES B. HARDWICK, JR. Richard McIntosh, Building Inspector REPRESENTATIVE,TOWN OF MARBLEHEAD City of Salem KEVIN W. MARSTON One Salem Green DIRECTOR OF PUBLIC SERVICES,PEABODY Salem, MA 01970 ANTHONY V. FLETCHER CITY ENGINEER,SALEM Re: Building Permit Ash Detoxification Facilities Dear Sir: As you are probably aware, the South Essex Sewerage District has been working for the past several years on the development of a project to detoxify the "hazardous" ash produced by the incineration of sewage sludge at our wastewater treatment plant. The research work has been successfully completed and the construction plans and specifications for this "innovative/alternative" (I/A) treatment process have been approved by the U.S. Environmental Protection Agency and the Massachusetts Department of Environmental Quality Engineering. In order to resume the sludge incineration process, it will be necessary to construct an addition to our existing Sludge Process Building to house the proposed ash treatment, or "detoxification," equipment. As detailed in the enclosed construction document, the proposed facility will be located on the southeast side of our existing site, substantially out of view from Fort Avenue. The District recently submitted a Part B Hazardous Waste Permit Applica- tion to the EPA, which must be finalized prior to construction. There- fore, we anticipate that the start of construction for this project is at least 6 to 12 months away. Typically, it is the responsibility of the general contractor engaged for a project to obtain a Building Permit. However, because of the critical nature of the proposed detoxification process to the future operation of the treatment plant, the U.S. Environmental Protection Agency has requested that the District initiate the building permit application process in advance of public bidding and award of the contract. We are submitting herewith one (1) set of draft construction plans and specifications for the proposed project. We respectfully request that you issue the District a Building Permit for the proposed construction, based on the enclosed plans and specifications. (( J C If you have any questions regarding the plans and specifications, or if you would like to meet with us or our consulting engineers on this project to review them further, please do not hesitate to contact us. Very truly yours, SOUTH ESSEX SEWERAGE DISTRICT James A. Vitale Executive Director JAV/dc/F1-P cc: S. G. Lipman - DEQE, Woburn Tighe & Sond/SCI MICHAEL E. O'BRIEN U MARY P. HARRINGTON CITY SOLICITOR +ec U ASSISTANT CITY SOLICITOR 93 WASHINGTON STREET �� 93 WASHINGTON STREET and187 FEDERAL STREET CI¢Y F.$AgEM , 59 FEDERAL STREET 55 SALEM, MA 01970 �`�IAs ,a '�r s�I SALEM, MA 01970 745.4311 S 744-0350 QQ 3Please Reply to 187 Federal Street 0� Please Reply to 59 Federal,)UteetZ U �� RECEM CITY Of SALE July 1 , 1985 John R. Serafini, Sr. , Esq. 63 Federal Street Salem, Massachusetts 01970 Re : City of Salem vs Chemfix Salem District Court Dear John: Pursuant to your request, I have this date continued the above matter to July 2,9 , 1985 at 11 : 30 A.M. ery ruly yo�xs,.-/— \ -M chael E. O'Brien City Solicitor MEO/jp cc: William Munroe, Building Inspector Robgrt. Grant, Clerk COPY FOR YOUR IRFORLMON MICHAEL E. O'BRIEN ?; 9 MARY P. HARRINGTON CITY SOLICITOR '4o„� rp+'�� ASSISTANT CITY SOLICITOR 93 WASHINGTON STREET � ;� „ SA pM05 and 93 WASHINGTON STREET and (i41 LL}}..ii UU 187 FEDERAL STREET 59 FEDERAL STREET SALEM, MA 01970 MA {,�l�II.�TTS 745-4311 '{ti'1.^if' SALEM, MA 01970 744-3363 CITY OF SkLEM,r1ASS, 744-0350 Please Reply to 187 Federal Street Please Reply to 59 Federal Street May 29, 1985 John R. Serafini, Sr. , Esq. 63 Federal Street Salem, Massachusetts 01970. Re: City of Salem vs Chemfix Salem District Court Dear John: Pursuant to your request, I have this date continued the above matter to June 10, 1985 at 11: 30 A.M. However, this will be the absolute last continuance I can allow. I suggest that if your client wants the trailer to remain, you file an appropriate petition with the Board of Appeals before June 10 , 1985. Very Eruly yours, \ . ka lei ael E. O Briei City Solicitor MEO/jp cc : William Munroe, Building Inspector Chemfix e' 3 � MICHAEL E. O'BRIEN MARY P. HARRINGTON CITY SOLICITOR '+reo+v'' ASSISTANT CI SOLICITOR 93 WASHINGTON STREET R7�,� 191 -.(�SI1( N STREET and187 FEDERAL STREET CITY OF SALEM i� n 559 E DERAL STREET SALEM, MA 01970 MASSACHUSETTS Rct,E 9' M �t,Q 01970 7454311 CITY 0, SALEH 414zUR50 744.3383 Please Reply to 187 Federal Street Please Reply to 59 Federal Street May 29 , 1985 John R. Serafini, Sr. , Esq, 63 Federal Street Salem, Massachusetts 01970. Re: City of Salem vs Chemfix Salem District Court Dear John: Pursuant to your request, I have this date continued the above matter to May 29, 1985 at 11:30 A.M. However, this will he the last continuance T can allow. Very tru/�l ,,,�you�rs, �nl / chael E, O"Brien City Solicitor MEO/jp cc: William Munroe, Building Inspector Chemfix a' a i MICHAEL E. O'BRIEN .� F CITY SOLICITOR MARY P. HAR RINGTON rr^ian2 d�' ASSISTANT CITY SOLICITOR 93 WASHINGTON STREET and 93 WASHINGTON STREET and 187 FEDERAL STREET CITY OF SALEM 59 FEDERAL STREET SALEM, MA 01970 MASSACHUSETTS SALEM, MA 01970 7453311 7 744.3383 44-0350 Please Reply to 187 Federal Street Please Reply to 59 Federal Street April 22 , 1985 John R. Serifini, Sr. , Esq. 63 Federal Street Salem, Massachusetts 019.70 Re:,Cty oof Salem, lvs ' Chemfix Salem District Court I Dean John: Pursuant to your request, T have this date continued the above matter toFinay`13,1985 aTt 11: 30 A.M. i truly .yours L J Ai7d"chael E. O'Brie MEO/jp cc: 'William Munroe, Building inspector Chem.f3.x d MICHAEL E. O'BRIEN 4� MARY P. HARRINGTON CITY SOLICITOR J+eo, yof�� ASSISTANT CITY SOLICITOR 93 WASHINGTON STREET 93 WASHINGTON STREET and CITY OF SALEM and 187 FEDERAL STREET 59 FEDERAL STREET SALEM, MA 01970 MASSACHUSETTS SALEM, MA 01970 745-4311 744-0350 744.3383 Please Reply to 187 Federal Street Please Reply to 59 Federal Street ;April 2, 1985 . � w co T:v 7s-(Yf William Munroe .Arm w " Building Inspector One Salem Green Salem, Massachusetts 01970 Re: Chemfx 50 Fort Aver nue Salem Dear Bill: Please be advised I have filed an Application for a Complaint in Salem District Court lin�the-above-matter:which is scheduled for hearing on April 22, 1985 at 10 :15 A.M.1As Zoning Enforcement Officer you-a-re-the proper person to pro— secute the same. Obviously, I will assist in the same and I intend to be present on the hearing date. ery truly yours, Michael E, O'Brien City Solicitor MEO/jp Enclosures I'M efv�}d#cxvEM v - +Y Z _R <1� )Vit• , APPLICATION [2 ADULT HUNGER ^'», r , � ., Trial Court:of.Massac FOR COMPLAINT ❑ JUVENILE ,"} t;'° , Distrlct'Court Departm ' ARREST 14 HEARING ❑ SUMMONS p� W"RANT COURT DIVISION.. p The within named complainant reyyueste.that ficompplalntYlaeU yip2 net�b e;�Wlthln Salem District Court named defendant, charging said defendant'With lhe'offenee(a)listed tSeloW�'^ " 65 Washington Street )ATE OF APPLICATION I DATE OF OFFENSE: ,PLACE,OFOFFE.NS . '- f �t, , r• �` ,�:r Salem. MA 01970 i/1/8513/Z/85: to 4/1/8 W o".06' ?A48. 5Salem Mass.. TAME,ADDRESS AND ZIP CODE OF COMPLAINANTr B ry.}r r R.y. i,.:- , Michael E. O'Brien, . Ci ty, Sol ie i for ane .."`S)' b 1, NO OFFENSE G.L.Ch. and Sec. Building Inspector William Munroe',"A'it1: ~ Violation Salem Zoning Ordi- Section VII One Salem Green _ g Salem, Mass . 01970 nance 8/27/65 as amended SubSec. A J 2• :AME.ADDRESS AND ZIP CODE OF DEFENDANT Chemfix Technolog Ies.,.._Lnc..____.^_ C/O Randall M. Redeleman 3• 50 Fort Avenue , Salem, Mass. 01970 I ;OURT USE A hearing upon this complaint application DATEOFHEARING TIME OF HEARING COURT USE JNLY--* will be held at the above court address on A r , 22 t 15 8 5 AT 10.: 15 A.M. +—ONLY _ CASE PARTICULARS — BE SPECIFIC i NAME OF VICTIM DESCRIPTION OF PROPERTY VALUE OF PROPERTY TYPE OF CONTROLLED I Owner of property, Goode stolen,what Over or under SUBSTANCE OR WEAPON person assaulted,etc. destroyed,etc. $100. Marijuana,gun,etc. )THER REMARKS: The above defendant did violate the City of Salem Zoning Ordinance of Aug. 7, 1965, as amended, by parking a trailer for business purposes at 50 Fort Avenue, Salem, Mass . from January 7, 1985 to the present date. Violation of this ordinance is a misdemeanor punish- ble by fine of $100.00 per day. x -- SIGNATURE OF COMPLAINANT DEFENDANT IDENTIFICATION INFORMATION — Complete data below if known. ITE OF-BIRTH PLACE OF BIRTH SOCIALSECURITYNUMBER SEX RACE HEIGHT WEIGHT EVES. HAIR ;CUP<T!0N EMPLOYERISCHOOL , MOTHER'S NAME(MAIDEN) FATHER'S NAME V :C T USEI ° , DATE DISPOSITION AUTHORIZED By NO PROCESS TO ISSUE ❑ At request of complainant ❑ Complainant failed to prosecute Y ❑ Insufficient evidence having been presented a PROCESS TO ISSUE TYPE OF PROCESS Ov ❑ Sufficient evidence presented ❑ Warrant CC ❑ Defendant failed to appear ❑ Summons returnable O U O Continued to ,OMMENTS CITY OF SALEM `y9iroG 4In City Council,.._.March_14,_. 1985--------__________ 4 C°/NML 1'P�LY Ordered: That the City Solicitor take legal action to remove the trailer at the South Essex Sewerage District. j In City council March 14, 1985 Adopted Approved by the Mayor on March 18, 1985 J ATTEST: JOSEPHINE R. FUSCO fo Plans must be filed and approved by the Inspecior before a permit for erection will be granted, duplicates of which when approved by the Inspector shall be kept at the building, during the progress of the work. City of Salem No. 6 Ward_ H �c1.WNEOT~ APPLICATION FOR PERMIT TO BUILD ADDITION OR MAKE ALTERATIONS Salem,Mass., TO THE INSPECTOR OF BUILDINGS: Lz�� The undersigned hereby applies for a permit to build according to the following specifications: Owner's name and addressC.. Aeln:Lx Tcj✓to)oq;es _Tt -0 To/,1ye Architect's name N/A Mechanic's name and address N/)9Location of building, No. 50 4 ve 61 SES D rre. J e J What is the purpose of / C buildings? O ff l-c e Material of building? Woo - &e l f4we If a dwelling, for how many families?/ N/A Size of Addition: No. of feet front, (RO ; No. of feet rear, ; No. of feet deep, No. of stories? No. of feet from the level of the ground to the highest part of the roof? How near line of the street? /.SO • How near line of the adjoining lot?Q()0' / / What will be the means of access to the roof? kc C( el �� / Size of floor timbers, Ist�; 2nd n ; 3rd 4th 5th H Span, Distance on centers? TZ/o Size of carrying timbers? S 1 ZCe �_ 6e,-r• ap, 12 ." ?; 8 Distance of supports on centers? �/ / / What kind of support? Coar re b/ otNJ ( / Will the building be erected on solid or filled land? What is the material of foundation? G1bvr-/ C-�/ 'el t/Y t Will the roof be flat, p itched, mansard or gambrel? ory 'Fri SS Material of roof covering? 301a 6�/y. Will the building be heated by steam or hot water or hot air? /PG�Prc h PaG No. of brick walls? /t/p/r`- Where located? Thickness? Will the building onform to the requirements of the law? YeS Estimated cost 0 Signature of applicant I / / REMARKS,1 Iiing /S 0. �Lmod�larr C, / //o ie ye� -vP %a /1eo-4 a1j _ ovr Com,00r off, Tor our I/wl�e ProceS C, imliro ' Cov.LJa aL ,1 1 /kT_es S SD. Prcc�„L ,.d ex,o :rr_�w Tmdc c•,// be UPf A/Nncd �� W/1�./f f/1°moyed No. b 01 Ward--J— APPLICATION FOR PERMIT TO BUILD ADDITION //11ORMAKE ALTERATIONS Loc ti n � U .- Pw n&AIT GRANTED X190 Ali Building Inspector ' wv Pagel of 2 WEEKLY CONSTRUCTION PROGRESS REPORT Project Title: SESD Site Preparation Contract Contract No: 93-3 Owner: SESD State Project No. BMF 20-843-02 Location: 50 Fort Ave., Salem, MA Contractor: D&C Construction Co. Work Period: From: 7/5/94 To: 7/9/94 Date of Report: 7/11/94 Work Completed Contract Time Amount of Contract $5,230,000.00 Time of Contract 328 days Change Orders $779,515.77 Extensions 0 Total Contract Amount $6,009,515.77 Total Contract Time 328 days *Completed to Date $5,172,051.00 Time to Date 309 days Percent Complete 86.2 % Percent of Time 94.2 % Change Orders Approved Pending #1 BD Flow Meter Pining 42 Sign, Fencing, elect. work #3 North rock face stabilization #4 Credits, sewer work, generator rental *Less retainage Page 2 of 2 Progress Report Brief Description of Work This Week The Contractor continued to excavate blasted rock at the future sites for the secondary clarifier inlet, Salem Neck Pump Station and Effluent Pump Station. He also excavated along the 66" plant effluent line. The Contractor loaded hired trucks with the product for offsite removal. The Contractor constructed-a new temporary access road through the excavation area to the proposed -14.2 secondary clarifiers. The Contractor assisted subcontractors SWP and Stocks, with rigging and excavation. Stocks Blasting continued production and presplit blasting at the proposed Effluent Pump Station and Salem Neck Pump Station. Stocks also worked line drilling and installing dowels along the underside of the 66" plant effluent line. Spencer White and Prentis completed installation of tiebacks 29 and 39L. They also worked at proof and performance testing at installed tiebacks. Annese Electric was onsite and repaired damaged electric feeders to exterior light poles adjacent to the facility entrance. They also worked installing cable racks in the newly installed electric manholes. General Comments Meridian Land Surveyors were at the site confirming elevations and the limits of the excavation. I � James T. Maher Project Manager - Field Camp Dresser& McKee Inc. Page 1 of 2 WEEKLY CONSTRUCTION PROGRESS REPORT Project Title: SESD Site Preparation Contract Contract No: 93-3 Owner: SESD State Project No. BMF 20-843-02 Location: r50 FortAve Salem, MA Contractor: D&C Construction Co. Work Period: From: 6/20/94 To: 6/25/94 Date of Report: 6/27/94 Work Completed Contract Time Amount of Contract $5,230,000.00 Time of Contract 328 days Change Orders $779,515.77 Extensions 0 Total Contract Amount_ $6,009,515.77 Total Contract Time 328 days *Completed to Date $4,649,645.94 Time to Date 296 day Percent Complete 77.4% Percent of Time 90.2 % Change Orders Approved Pendine 91 BD Flow Meter Piping #2 Sign, Fencing, elect. work #3 North rock face stabilization #4 Credits, sewer work, generator rental *Less retainage Page 2 of 2 Progress Report Brief Description of Work This Week The Contractor continued to excavate blasted rock and overburden at the future sites for the Chlorine Contact Chamber, Oxygen Reactor Area and Effluent Pump Station. The Contractor loaded hired trucks with the product for offsite removal. The Contractor dug test pits at the subgrade for the future secondary clarifier to confirm the bottom of the excavation is sound: The Contractor also dug test pits to locate the Beverly Danvers forcemain at 3 locations south of the existing Sludge Process Building. The Contractor assisted subcontractors SWP and Stocks, with rigging and excavation. Stocks Blasting continued production and presplit blasting along the 66" plant effluent line at the proposed Chlorine Contact Chamber, Fan Building and Effluent Pump Station. Stocks also began to remove rock at the sump areas of the future secondary clarifiers. Spencer White and Prentis completed installation of tiebacks 18, 19, 23, 35A, and 39. They also worked proof testing installed tiebacks and lagging between soldier piles at various locations. SWP grouted reinforcement dowels along the 66" plant effluent line. Annese Electric was onsite and completed electric feeders to the relocated SESD Engineering trailers. They also completed installation of conduits for the duct bank run to the Air Release Building. Alonso Construction was at the site assisting with various site and roadwork. General Comments Meridian Land Surveyors were at the site confirming elevations and the limits of the excavation. JamA T. Maher Project Manager - Field Camp Dresser & McKee Inc. DEPARTMENTAL APPROVAL FOR CERTIFICATE of OCCUPANCY and COMPLIANCE To be filled in by each division indicated hereon - upon completion of its final inspection. BUILDINGS Permit No. Approved by Date Remarks PLUMBING Permit No. •Approved by Date Remarks ELECTRICAL Permit No. Approved by Date Remarks —_ OTHER— Permit No. •Approved by_ Date Remarks OTHER _ Permit No. Approved by Date Remarks ,.C3 .. �Ii+Tti ,..::'Mrt' rP r, r ., v �N ' . 'q```.:.A - ��.» �^�.'t",-r..• .. r.1i,R � N, ..e. oNOr • b 'CFIC ATE ISSLI D*. CITY OF SALEM --�� SALEM, MASSACHUSETTS 01970 BUILDING PERMIT - CERTIFICATE OF OCCUPANCY 12/5 84 #607 Ch infix Technologies,AT�=.-. s PERMIT No. APPLICANT ADDRESS —:)(i Fort Ave• pier (NO.) (STREET) (COITR'S LICENSE] modular office NUMBER OF PERMIT.TO ( 1 STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED VSE) 30 Fort Ave. " Salem Mass. Ward 1 ZONING AT (LOCATION] ) DISTRICT (No.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BV FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: building is a modular office to be set up to serve as company offices -trailer will be under-pinnned w/wheels removed - support on concrete blocks VOLUME Call for Permit to UIccupy � I I' I I II � : AREA OR Call FEET1 Chemfix Tech. , Inc. vvly' mvlarnarnnvlbdive4vC V! Iv"IVCHVC9olTIO OWNER -- TO BE POSTED ON PREMISES 50 204:1: tva., li alem' Flash. SEE REVERSE SIDE FOR CONDITIONS OF CERTIFICATE ADDRESS Ti#u of *a1Pm, fitassar4use##s Public Prapertp Department Nuilbing Department (One dalrm (6reen 508-745-9595 Em. 380 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer December 13, 1994 To the Honorable Neil J. Harrington Mayor, City of Salem RE: Revenues Dear Mayor Harrington: This is to inform you that the Building Department has received revenues of $468,414.00 from South Essex Sewerage District for Building Permit fees, which represents additional moneys received above and beyond what has been previously estimated for Fiscal Year 1995. Thank you for your time and attention in this matter. Respectfully, Leo E. Tremblay Inspector of Buildings LET: scm / Page 1 of 2 WEEKLY CONSTRUCTION PROGRESS REPORT Project Title: Wastewater Treatment Plant Upgrade Contract No: 93-1 Owner: SESD State Project No. BM9-20-843-02 Location: 50 Fort Ave.. Salem, MA Contractor: Mortenson/Westcott, a Joint Venture Work Period: From: November 28, 1994 to: December 2. 1994 Date of Report: December 5, 1994 Work Completed Contract Time Amount of Contract $104.572.132.00 Time of Contract 953 days Change Orders Extensions - Total Contract Amount $104.572.132.00 Total Contract Time 953 days Payment to Date $4.251.944.00 Time to Date 75 days Percent Complete 4.1% Percent of Time 7.9% Change Orders Annroved Pendine n/a Miscellaneous metals subcontract Roofing subcontract Page 2 of 2 Progress Report Brief Description of Work This Week • The Contractor's crane operator used Grove RT700B Crane to make picks at the site for the sub-contractors. • The Contractor coordinated relocation of power feed to well pump substation from overhead to underground. • The Contractor's carpenters and laborers worked on forms and bracing for Oxygen Reactor east gallery sump and on column footings at Secondary Effluent Vault. • The Contractor placed approximately 10 cy of concrete for sump slab at secondary clarifier valve vault, 9 cy at (2) footings in secondary clarifier valve vault, and 2 cy at RAS pump gallery. • The Contractor's surveyor continued with layout and monitoring of earth support and effluent force main discharge. • Rusco Steel unloaded and erected rebar for the easterly Oxygen Reactor sump footing and for column footings at the secondary effluent vault and RAS pump gallery. • Chapman Drilling completed drilling requirements for the elevator piston hole at the Effluent Pump Station. • On Friday, Chapman Drilling after installing and grouting 12" casing, demobilized. • Anchor Drilling completed (on Tuesday) anchor installation, performance testing, and grouting at various areas of secondary clarifiers and RAS pump gallery. Anchor Drilling demobilized, but will return in the spring to install last set of(33) anchors. • Mark Stanton of Haley& Aldrich was on site all day Monday and Tuesday inspecting Anchor Drilling's work. • EWT began site fencing at the remediation area. They also worked with their sub, Steelco, erecting dust screen on the site fence. Page 3 of 3 Progress Report Brief Description of Work This Week (cont.) • MARC Construction spread 3/4" stone in the following areas: at the excavation for the 72" pipe beneath chlorine contact tanks, at the base of the effluent pumping station, and at the sump pits for the Oxygen Reactor gallery. • MARC Construction excavated for underground conduit to relocate feeders to the dewatering pumps substation. • Reilly Electric installed conduit for underground electric to dewatering pumps substation. Note: Griffin Dewatering, supervised by D.C. Construction, was on site unclogging 2 well pumps installed under Contract 93-3. James T. Maher Project Manager - Field Camp Dresser& McKee Inc. tqPage 1 of 2 WEEKLY CONSTRUCTION PROGRESS REPORT Project Title: Wastewater Treatment Plant Upgrade Contract No: 93-1 Owner: SESD State Project No. BMF-20-843-02 Location: 50 Fort Ave., Salem, MA Contractor: Mortenson/Westcott, a Joint Venture Work Period: From: December 5. 1994 To: December 9, 1994 Date of Report: December 12, 1994 Work Completed Contract Time Amount of Contract $104,572,132.00 Time of Contract 953 days Change Orders Extensions - Total Contract Amount $104,572.132.00 Total Contract Time 953 day Payment to Date $4,251,944.00 Time to Date 82 days Percent Complete 4.1% Percent of Time 8.6% Change Orders Approved Pendine n/a Miscellaneous metals subcontract Roofing subcontract Page 2 of 2 Progress Report Brief Description of Work This Week(cont.) • The Contractor's workers removed forms from footings and sump slab placed on Dec. 2. • The Contractor's workers continued formwork and bracing for sump slabs at the Oxygen Reactor gallery and formwork for footings at the secondary effluent valve vault. • The Contractor's workers placed approximately 29 cy of concrete at 2 sump slabs for the Oxygen Reactor gallery and at the column footings in the secondary clarifier valve vault. • The Contractor's carpenters fabricated forms for column footings and sump walls at the RAS pump gallery, secondary clarifier valve vault resp., at the sump walls of the secondary clarifier valve vault and also made guides for dowels at the concrete placements. • The Contractor's workers placed blankets over completed placements of concrete. • At the Fort Avenue second construction entrance, the Contractor's laborers removed 2 sections of the noise barrier and began work to remove a section of the exising stone masory wall. They also cut a hole in the noise barrier and placed a plexi-glass view window. • The Contractor's surveyor continued with layout and monitoring of earth support and effluent force main discharge. The surveyor also did layout for underdrain work by MARC Construction Co. • Rusco Steel unloaded and completed erection of rebar for the sump slabs in the Oxygen Reactor gallery and for the column footings in the secondary effluent vau..t. They a!so erected rebar at the footings of the sump walls in the RAS pump gallery. • Rusco Steel also placed dowels at the new concrete placements. • Anchor Drilling mounted anchor plates at the anchors in the secondary clarifiers. • MARC Construction backfilled around the footings and sump slab after the G.C. stripped forms. Page 3 of 3 Progress Report Brief Description of Work This Week (cont.) • At the NE section of the secondary clarifier base, MARC Construction: spread 3/4" stone, excavated for the underdrain, began installing PVC perforated underdrains and fittings, and set risers at the north wall. They also excavated around the elevator piston casing at the Effluent Pump Station for footing work and moved the excavated material from the elevator area to the stockpile. • Reilly Electric worked on transfer of temporary power to underground conduits at dewatering pump sub-station. • Reilly Electric also cut and removed cables from the overhead supply to the dewatering pump substation. • Metro Sweeping was on site sweeping. • Abbott Boyle Photographers took site photographs. • J. C. Fence Co. erected barb wire fencing at top of noise barrier, along Fort Avenue, adjacent to the stone wall. They also changed the fence alignment at the north side of the existing Effluent Pump Station. • Summit/ConTest Labs tested concrete from placements. James T. Maher Project Manager - Field Camp Dresser& McKee Inc. , . , , :, , - .y ,-. . - , i .N -. - " . r. :< / :�' , , , ilk, o [ / 1�rc . _?. , . p. - .y . , n , R 4 , '. :: — f, '. -_ -.:_ _ , :. , . , .. ,.. : :. ., - -v :, ' - ., Y , , s Y - � , 1, ,', - ` ,. ' r ,'� !-+P -f . k r, /F�._ AJ'-'::..II�;ACt - , : .� <�j {� '.. tom �aL , -- ,11 — , _ - - - _ . .c:, .. - k : - . ' _ -.` . 1 r : .-: _ - - .. - _ c, d / y t 1t � . , - - - . .. - >: { r 1 t .: - e tp C a: 1 .h C.. r ,..:, ., - . C R :,, '> a I\ 1 U+�CJ..-`Y.,_>' �j 1 , \ t -... v - -,\ ? - - r o-..1 , , '/ •'�.- .1 i ala ./ .. 'i „: r r / \L / ,. :_ } L . ti I c . ,.. .-: t _. ,. + +"-i` it , /a,, , 1 -� 1' r ,. , 'o y: . 1 'a , t, F , � , . . . . _ - ,. - Y :, _ f t S , .. , ,. _: , `: - n vc L' �C.LL) , , - . . , . , , „ _ ' .. „r r . . ' . ` S • . y , . ' .. ,: -. , . _O r - ., — y _.i.: ,. .Y , , ,. .., ,' R i f , _ O .' „ , . ,. . . - ,. : „ •' ,_ - . . '� f „ , . --_._ . _,._ _ ,. :., -- ,, {, f7: { } i 1 1 - ;# Y y 1 ,. w , k , .. - - , t , �:' , , . „ n , , • , , " a , . , - . , - -- - - -_ --- - .- -,.., ._ ._ _ , f tj1 - - - , : -, ^ k „,; , - -" --_ , - _ _.: - + - — - - - - . ,� '. i . , ," , - , - h _ .::: . � ..__:__ _ _.,- -_-:._ --_ _., # i . :-- - .:- } - \ --- 1 - - - : 0 � (D , - -- v "- - - ' -< ' - ..I , , - .. M1� ' _ , - -s. .,� ;: , , - -. - .� , .., _. ; , : ' e _ - t ., ., . .' . , :., - _ �1 �L7 e �� V/ L , �/� 1>� ' f/.. I .: v .. - - A ) ki ., . : - --_ 1 -- ... , , . :' T,w " ' rte;;, r '1 - l uau... R. 1 fit.- a.� 1 r 5- s.. _...>>.i , - _ - - . , 1 C �� Y. -. ... . . �' ti zi,a`. . ;, . : , , ,k. . , r ,,,,, T. ' N ON , M , , , , . w s p��" ,r; CENrTo R e$ : , , .:: I �o sc,t, UT4`� 6 r I : c•f S - GAR' RRVf•.•D , - �� ;, r Sk�\ .i rt�,fw, . ' ,a I.� n • - , - _ — _ _ _ . t f(1 >5 1 ... - P!Y \ r _ - i f.. '!v A . , -, -.., . , _ ,x f , , - _..._ F I 4 C C 1 i i� I L I ill t [...._y, {LI r _ _... i. i L _� i i � _ BUILDING DEPT. _ Pagel of 3 JaN 6 2 18 WN WEEKLY CONSTRUCTION PROGRESS REPORT�YfD Project Title: Wastewater Treatment Plant Upgrade CITY OF SALEM,MASS. Contract No: 93-1 Owner: SESD State Project No. BMF-20-843-02 Location: 50 Fort Ave.. Salem, MA Contractor: Mortenson/Westcott, a Joint Venture Work Period: From: December 27, 1994 To: December 30, 1994 Date of Report: January 3, 1995 Work Completed Contract Time Amount of Contract $104.572.132.00 Time of Contract 953 days Change Orders Extensions - Total Contract Amount $104.572.132.00 Total Contract Time 953 days Payment to Date $4.251.944.00 Time to Date 103 days Percent Complete 4.1% Percent of Time 10.8% Change Orders Approved Pendin n/a Miscellaneous metals subcontract Roofing subcontract Page 2 of 3 Progress Report Brief Description of Work This Week The site was closed on Monday December 26, 1994 and no work was performed. G.C. The carpenters: • Stripped plywood forms at the RAS column footings • Continued perimeter forms for the clarifier base slab on the east side • Continued bulkheads at SOG 937 & #44 • Continued edge forms for the secondary clarifier at the south limit • Worked to establish concrete fill forms beneath the RAS pump gallery The laborers • Placed 1.5 cy of concrete at north side of Type IX footing beneath the RAS pump gallery • Placed approximately 220 cy of concrete at SOG#43 • Placed approximately 21 cy of concrete at the slab for the elevator base at the EPS • Placed 1.5 cy of concrete at the south side of the Type II footing beneath the RAS pump gallery Mortenson/Westcott utilized cold weather concrete practices including production, transportation, placement, protection, curing, and temperature monitoring of the concrete. Rusco Steel Rusco Steel's ironworkers: • Installed the top and bottom mat for the future SOG#31 • Installed rebar for the elevator pit slab, at the Type IX footing, and at the bottom mat of SOG #25 Page 3 of 3 Progress Report Brief Description of Work This Week • Installed the top bars at SOG#37 (bottom bars previously installed) • Installed wall dowels at SOG 943 at the secondary clarifiers and at the elevator slab (completed) in the EPS • Installed dowels along O.F. of the north wall of the secondary clarifier and both faces of the divider wall between tanks #1 and 92 MAJIC Construction The laborers: • Spread 3/4" stone at the clarifiers and the future EPS subgrade • Continued rock removal and hauling between the secondary clarifier and the chlorine contact tank • Excavated for conduit for Reilly Electric Reilly Electric The electricians • Worked on temporary power distribution boxes for the main site and power to the tower crane • Installed a temporary service panel at the north side of the existing EPS • Ran conduit for temporary service to areas at the Oxygen Reactors Norfolk Mechanical The plumbers • Installed hangers and underslab piping at the secondary clarifier pipe gallery James T. Maher Project Manager- Field Camp Dresser& McKee Inc. Pagel of 3 WEEKLY CONSTRUCTION PROGRESS REPORT Project Title: Wastewater Treatment Plant Upgrade Contract No: 93-1 Owner: SESD State Project No. BMF-20-843-02 Location: 50 Fort Ave., Salem, MA Contractor: Mortenson/Westcott, a Joint Venture Work Period: From: January 16, 1995 To: January 20, 1995 Date of Report: January 23 1995 Work Completed Contract Time Amount of Contract $104,572,132.00 Time of Contract 953 days Change Orders Extensions - Total Contract Amount $104,572.132.00 Total Contract Time 953 days Payment to Date $5,155,726.00 Time to Date 124 days Percent Complete 4.9% Percent of Time 13.0% Change Orders Approved Pendine n/a Miscellaneous metals subcontract Roofing subcontract Page 2 of 3 Progress Report Brief Description of Work This Week G.C. The carpenters: • Completed forms for SOG 925 and#37 • Stripped forms from SOG#s#25, 38, 41, & 42 • Installed bulkheads for slabs at RAS pump sump north side; at SOG#s 40, 41, 42, 45, and at SOG#33 & #26 • Completed forms for RAS pump sump slab at north side • Completed edge forms for slab at elevation-9.00 Fan Building • Braced fill concrete forms at south side RAS pump gallery The laborers: • Placed concrete in the following locations: SOG #37 at the secondary clarifiers - 209 cy, SOG#25 - 209 cy, SOG#s 1 & 3-121 cy, SOG#40 - 167 cy, and SOG#2 - 80 cy • Placed fill concrete beneath south end of the RAS pump gallery to top of Type I footings - 33 cy • Assisted carpenters with form work as required • Maintained the well pump at SW side of site Mortenson/Westcott utilized cold weather concrete practices including production, transportation, placement, protection, curing, and temperature monitoring of the concrete. Rusco Steel Rusco Steel's ironworkers: • Installed top and bottom rebar mats as required for the secondary clarifier slabs on grade • Installed dowels at SOGs as required • Installed wall steel at RAS pump sump walls above MAJIC Construction The laborers: • Graded 3/4" stone at finished grade or EPS and south portion of RAS sump slab • Spread 3/4" stone at base for chlorine contact tanks • Installed underdrain at EPS base • Installed underdrain at EPS subgrade and spread 3/4" stone • Spread 3/4" stone at Oxygen Reactor base Page 3 of 3 Progress Report Brief Description of Work This Week Reilly Electric The electricians: • Installed cable as part of the temporary service around the site • Installed temporary electric service at the Sludge Building to be used as part of future demolition Norfolk Mechanical The plumbers: • Installed floor drains and piping at the west end of the RAS pipe gallery EWT • Cleaned up and graded in area of the G/G chamber to prepare for boring/sampling • Mobilized water storage tanks • Did minor work to erect the isolation fence at limit of exclusion zone • Set up and did miscellaneous work on decontamination trailers • Monitored dust (by Cashin Associates) • Filled in low spot at vehicle wash station with concrete • Mobilized boring crew to G/G chamber. Bored for samples for landfill suitability analysis Notes • Summit/ConTest Lab representative visited the site for duties associated with materials (concrete) testing. • 2 representatives of Project Management Associates (PMA) on site to discuss scheduling issues with SESD, CDM, and MAV representatives James T. Maher Project Manager- Field Camp Dresser& McKee Inc. Pagel of 3 WEEKLY CONSTRUCTION PROGRESS REPORT Project Title: Wastewater Treatment Plant Upgrade Contract No: 93-1 Owner: SESD State Project No. BMF-20-843-02 Location: 50 Fort Ave., Salem, MA Contractor: Mortenson/Westcott, a Joint Venture Work Period: From: JanuM 30, 1995 To: February 4, 1995 Date of Report: February 6, 1995 Work Completed Contract Time Amount of Contract $104,572,132.00 Time of Contract 953 days Change Orders Extensions - Total Contract Amount $104,572.132.00 Total Contract Time 953 days Payment to Date $6,463,471.00 Time to Date 138 days Percent Complete 6.2% Percent of Time 14.5% Change Orders Approved Pending n/a Miscellaneous metals subcontract Roofin-subcontract Page 2 of 3 Progress Report Brief Description of Work This Week G.C. The carpenters: • Did formwork as required: construction, erection, stripping, and bracing of forms • Erected wall panels for sumps at the Oxygen Reactor • Erected interior wall panels at RAS sludge hopper The Contractor's laborers placed 947.5 cy of concrete this week for a total of 3637 cy concrete to date. Concrete placement breakdown for this week is as follows: • Secondary clarifiers: SOG 6 (50 cy); SOG 41 (239 cy); SOG 46 (250 cy); SOG 48 (165 cy) • Walls above SOG 2 (32 cy); sump walls northside of RAS (7 cy); sump walls at Oxygen Reactors (13 cy) • Columns beneath RAS Pump gallery (4.5 cy) • Fan Building SOG 1 & 6 (187) cy • The laborers also assisted carpenters with form work as required • Cement finishers smoothed new placements of concrete at the slabs on grade Mortenson/Westcott utilized cold weather concrete practices including production, transportation, placement, protection, curing, and temperature monitoring of the concrete. Rusco Steel Rusco Steel's ironworkers: • Installed top and bottom rebar mats as required for the secondary clarifier slabs on grade • Installed dowels at SOGs as required • Fabricated and installed wall steel at secondary clarifiers 1 and 2 MAJIC Construction The laborers: • At the north side of the Oxygen Reactor base spread 3/4" stone and installed underdrains • Cleaned sumps at the Oxygen Reactor Gallery • Repaired waterstops on risers to PRVs at SOG#41 • Began backfilling the north side of the RAS scum hopper t • • — Page 3 of 3 Progress Report Brief Description of Work This Week Reilly Electric The electricians: • Traced existing wiring for the demolition at the Sludge Processing Building • Completed final electrical conduit installation at SOG for Fan Building Norfolk Mechanical The plumbers: • Made adjustments to plumbing at SOG#46 • Did layout and review of contract documents EWT • Griffin Well Drilling was on site and installed dewatering wells for the perimeter of the grit/grease chamber • EWT installed the dewatering pumps for the new wells • EWT blanketed water storage tanks to insulate them from the cold Notes • Representative of Summit/ConTest Lab onsite for duties associated with materials (concrete) testing • Meridian Engineering was on site confirming layout of the EPS and Fan Building r. 'Yq ap-eA, James T. Maher Project Manager-Field Camp Dresser& McKee Inc. k d-Lemt Page 1 of 3 WEEKLY CONSTRUCTION PROGRESS REPORT Project Title: Wastewater Treatment Plant Upgrade Contract No: 93-1 Owner: SESD State Project No. BMF-20-843-02 Location: 50 Fort Ave., Salem, MA Contractor: Mortenson/Westcott, a Joint Venture Work Period: From: February 6, 1995 To: February 10, 1995 Date of Report: February 13, 1995 Work Completed Contract Time Amount of Contract $104,572132.00 Time of Contract 953 days Change Orders - Extensions - Total Contract Amount $104,572.132.00 Total Contract Time 953 days Payment to Date $6,463,471.00 Time to Date 145 days Percent Complete 6.2% Percent of Time 15.2% Change Orders Approved Pendine n/a Miscellaneous metals subcontract Roofine subcontract Page 2 of 3 Progress Report Brief Description of Work This Week G.C. Note: Minimal work production on 2/6 and 2/7 because of extreme cold The carpenters: • Did formwork as required: construction, erection, stripping, and bracing • Completed and covered forms at walls above SOG#6 at RAS sludge hopper • Erected panels for SOG at EPS at elevation -9.00 The Contractor's laborers placed 372 cy of concrete this week for a total of 4,009 cy concrete to date. Concrete placement breakdown for this week is as follows: • Secondary clarifiers: SOG#39 (171 cy), SOG#27 (173 cy) • RAS sludge hopper: walls above SOG#6 (27 cy) • RAS pump gallery: Column beneath at south end (1 cy) • The laborers also assisted carpenters with form work as required • Cement finishers smoothed new placements of concrete at the slabs on grade Mortenson/Westcott utilized cold weather concrete practices including production, transportation, placement, protection, curing, and temperature monitoring of the concrete. Rusco Steel Rusco Steel's ironworkers: Installed top and bottom rebar.mats as required for the secondary clarifier and Effluent Pump Station slabs on grade • Fabricated and installed wall steel at secondary clarifiers 1 and 2 MARC Construction The laborers: • Backfilled with crushed stone along north and east base slab of secondary clarifier#1 • Continued underdrain installation at Oxygen Reactors and at the RAS sludge hopper east side at north end • Installed underdrain risers at SOG#36 — Page 3 of 3 Progress Report Brief Description of Work This Week Reilly Electric The electricians: • Traced existing wiring for the demolition at the Sludge Processing Building • Continued work to relocate MCCs at Sludge Process Building • Began installing feeder for MCC 9 and control wire at conveyor room • Note: Mass Electric representative on site to check area where new feeeders for Electrical Building will be installed Norfolk Mechanical The plumbers: • Began installation of risers to PRV's at secondary tanks EWT • Continued dust fence installation • Did snow removal and repaired windscreen • Excavated small trench to drain NW comer of remediation area • Began assembling discharge piping from Frac tanks to headworks discharge flange Notes • Representative of Summit/ConTest Lab onsite for duties associated with materials (concrete) testing • Photographer from Abbott & Boyle Photographers took job progress site photos • 2 representatives from Project Management Associates on site to discuss issues related to scheduling � n James T. Maher Project Manager - Field Camp Dresser& McKee Inc. Page 1 WEEKLY CONSTRUCTION PROGRESS REPORT Project Title: Wastewater Treatment Plant Upgrade Contract No: 93-1 Owner: SESD State Project No. BMF-20-843-02 Location: 50 Fort Ave. Salem MA Contractor: Mortenson/Westcott, a Joint Venture Work Period: From: April 10, 1995 To: April 14, 1995 Date of Report: April 21, 1995 Work Completed Contract Time Amount of Contract $104,572,132.00 Time of Contract 953 days Change Orders Extensions - Total Contract Amount _$104,572.132.00 Total Contract Time 953 days Payment to Date $9,846,177.00 Time to Date 208 days Percent Complete 9.4% Percent of Time 21.8% Change Orders Approved Pendine n/a Miscellaneous metals subcontract sub. Roofina subcontract substitution Underdrain system deletion Pipe flange material substitution Vfd's for sludge drives Page 2 Progress Report Brief Description of Work This Week G.C. The carpenters: • At the Secondary Clarifiers, Oxygen Reactors, and Fan Building: did formwork as required including construction, erection, bracing, closing of forms, and stripping. • Erecting and stripping wall forms for Secondary Clarifier sections and above SOGs of the Effluent Pump Station. • The Contractor's laborers placed 322 cy of concrete this week for a total of 9,602.5 cy of concrete to date. Concrete placement breakdown for this week is as follows: • Secondary Clarifiers-wall sections: 70 cy at G-6, 36 cy at G-7, 36 cy at G-8 • Secondary Clarifiers-SOGs: 76 cy at#18 • Effluent Pump Station - 65 cy at walls over SOG#13 • Oxygen Reactors - 39 cy at wall#2 • The laborers assisted carpenters with form work as required. • Cement finishers smoothed new placements of concrete at the slabs on grade and plugged wall tie holes MAJIC Construction • Removing the access road to the Secondary Clarifiers to subgrade for RAS sludge hopper footings • Excavate waste concrete at wash-out area near field offices at NEPCO site Harris Mechanical At the Effluent Pump Station: • Installing stainless steel pump suction piping at pump room Page 3 Progress Report Brief Description of Work This Week Rusco Steel At the Secondary Clarifiers: • Wall steel placed, dowels installed, slabs on grade reinforced, door openings, and wall sleeves reinforced as required At the RAS Pump Gallery: • Installed column dowels as necessary At the Effluent Pump Station: • Adjusted reinforcement of the walls Aztec Steel The ironworkers at the Oxygen Reactors were: • Fabricating and erecting wall steel above slabs on grades • Erecting baffle wall reinforcement erection • Installing rebar at west exterior wall • Installing additional bars at sleeves in lower foundation wall #2 • Placing wall steel at interior walls • Setting prefabrication interior wall mats Reilly Electric The electricians: At the Effluent Pump Station: • Did layout and installation of conduit at slabs on grade At the Sludge Processing Building: • Tracing wires and conduit • Conduit installation for solenoid valves at seal water for main pumps Norfolk Mechanical At the Effluent Pump Station: • Laying out drains, drain installation, and setting drainage fittings above slabs on grade as required • Installing drainage castings at pump room base slab At the Oxygen Reactors: • Raising piping for PRVs Page 4 Progress Report Brief Description of Work This Week Norfolk Mechanical At the Sludge Processing Building • Investigating temporary routing for 8" roof drain on south side of the building • Coring holes in south wall for roof drain EWT • Rail boxes on site, loaded with excavated grit/grease chamber contents, and dispatched from the site • Truckloads of chamber contents dispatched from the site • Disposing of cast in pipeby breaking into small pieces and loading out with other contents of grit/grease chamber(this is a deviation from the approved method of disposal) Anchor Drillin¢ • Testing anchors at Secondary Clarifiers Visitors • Representative of Sumrnit/ConTest Lab onsite for duties associated with materials (concrete) testing • Representative of Haley&Aldrich, Ed McSweeney, on site overseeing rock anchor testing. Brian Hilliard of Haley& Aldrich onsite for half a day • Representatives of Mass Electric onsite for a meeting T James T. Maher Project Manager - Field Camp Dresser& McKee Inc. Page 1 WEEKLY CONSTRUCTION PROGRESS REPORT Project Title: Wastewater Treatment Plant Upgrade Contract No: 93-1 Owner: SESD State Project No. BMF-20-843-04 Location: 550F rt'Ave Salem MA Contractor: Mortenson/Westcott a Joint Venture Work Period: From: July 10 1995 To: July 14 1995 Date of Report: July 19 1995 Work Completed Contract Time Amount of Contract $104.572.132 Time of Contract 953 days Change Orders $633,041 Extensions Total Contract Amount $105.205,173 Total Contract Time 953 days Payment to Date $17,970,038 Time to Date 299 days Percent Complete 17.1% Percent of Time 31.4 Change Orders Approved Pending No. 1 Subbid Substitutions Underdrain system deletion Pipe flange material substitution Vfd's for sludge drives Page 2 Progress Report Brief Description of Work This Week The Manitowoc 4000W crane continued to be inoperative Monday and Tuesday due to a seized engine. Crane became active on Wednesday when the engine was replaced. SITE WORK MAJIC Construction • Test and chlorinate 8" watermain to Odor Control "B" SECONDARY TREATMENT AREA MortensonfWestcott The carpenters: • At the secondary clarifiers, effluent pump station and the oxygen reactors did formwork as required for walls, decks, and slabs on grade including construction, erection, bracing, and stripping • The contractor's laborers placed 809.5 cubic yards of concrete this week for a total of 19,731.5 cubic yards of concrete to date. Concrete placement breakdown for this week is as follows: • secondary clarifiers- 275 cy at walls, 270 cy at decks • effluent pump station - 6 cy at cols • oxygen reactors - 32.5 cy at cols, 132 cy at walls, 67 cy cy at footings • chlorine contact tank - 27 cy at base of 72" pipe encasement • The laborers assisted carpenters with form work as required • Concrete finishers smoothed new placements of concrete and patched tie holes as necessary Page 3 Progress Report Brief Description of Work This Week MAJIC Construction • Excavation for Oxygen Reactor stairway in rock. Portions will require blasting • Backfilling at east wall of S.C. with 3/4" stone. Harris Mechanical • Receive/unload piping for secondary treatment and for EPS • Set 72" FRP at chlorine contact tanks • Studs installed at 48" DI pipe sleeve at valve vault of SC Rusco Steel • Placed reinforcement at various locations of the secondary clarifiers and effluent pump station Aztec Steel • Placed reinforcement cols. C10 (NE&SE) at OR • Placed reinforcement for footings F3, F4, and F5 of the east foundation wall of the O.R. Reilly Electric • No work at this area Norfolk Mechanical • PRVs at Secondary Clarifier walls • Installed 2" copper feed to S.C. valve vault from RAS pipe gallery • Installed 3" sump pump discharge from valve vault to RAS pipe gallery • Installed sleeve for 8" WS at EPS Fan Building South wall • Pressure test at 2" copper and 3" sump waste between SC valve vault and RAS pipe gallery G&C • Removing forms at decks for Secondary Clarifiers as necessary Page 4 Progress Report Brief Description of Work This Week • Placing platforms for decking D16, D15, D14, & D61 Anchor Drilling • Testing and locking off anchors at RAS and Secondary Clarifiers • Removed failed anchor at RAS pump gallery Stocks Drilling and Blasting • Drilling/splitting rock at slot for pipes between Secondary Clarifiers and Chlorine Contact Tank and at Oxygen Reactor stairway from RAS pipe gallery ADMINISTRATION/MAINTENANCE BUILDING D&G • Masonry wall demo and piping demo at first floor • Window demo and pipe demo at second floor • Mobilized 1 Bobcat and cleared bushes at front of bldg. ELECTRICAL BUILDING Note: Mass Electrical continues installation of HV ducts MARC Construction • Continue backfilling foundation of building • Loading out waste excavate Reilly Electric • Conduit, concealed below foundation slab, being installed (4" & 5") Page 5 Progress Report Brief Description of Work This Week SLUDGE PROCESS BUILDING Mortenson/Westcott • Removing water proofing from the foundation • Barricaded doors to the incinerator • Cleaned up • Installed safety cables in the incinerator D & G Demolition • Removed demolished concrete and pipes from the Pump Room • Demolished parts of the 14" Scrubber Drain piping Fleet Environmental • Erected polypropelene tents in preparation of stripping the tops of the beams • Cleaned up lead removal waste • Applying chemical compound to steel beams and columns to remove lead paint at elevation 27.50 and 16.50, 6.0, and -3.00 Norfolk Mechanical • Installed gas piping in the Pump Room along C-Line Reilly Electric • Worked on the 30 conduit duct bank at elevation 10.00 • Worked on 4" conduit in the main service duct bank Harris Mechanical • Loosened bolts on the 20" strainer in preparation of capping Total Mechanical • Moved parts of the temporary polymer system upstairs • Assembling the temporary polymer system Page 6 Progress Report Brief Description of Work This Week Keystone Engineering Company • No Work Flaherty Mechanical • Reviewed drawings Visitors • Representative of Summit/ConTest Lab onsite for duties associated with materials (concrete) testing • Representative of Haley&Aldrich, Mark Stanton, onsite to oversee work of Anchor Drilling • Representative of MA Labor & Industries onsite to consult with Mortenson/Westcott regarding safety issues J mes T. Maher Project Manager - Field Camp Dresser& McKee Inc. C D E A Ell J r 1 =3 t3 r l _GHIC DEPT. - / CC .,,{ T L11 Sr� .�� v (I3 )Til RJ5x x F ` ZIVEED X Lai CITY Ci S,',LEM,HIASS. t " I 1 FACILITY ENTRANCE/EXIT , . AVENUE ------I-------- --SAND GATES---------FVI� / ( ; , 1 I k _ - \ x \ x \ I -—-—-—-—-—-—-—-—-—-—-—-—- --- - --- -- -_—_— -- --- , I ' ' �� I AVENUE �,_� I I 1 ; '�-, FOR T ---- ® I I i I db PEABODY/SALEM I ' T �P�4 I'rC SIPIAtCIEI'Ij l t rll M IJ ,. b INFLUENT CUM PUMP STATION \ Q p LDG. 1 ®• DMINISTR I i _ �� COL' j./\ R E Y•. No. I BUILDIN , lJ h E€E€ AREA OFF LIMITS s � .�-• f- r---- -—-—-—-—-—-—-—-—-—- �� j �S „ ODOR CONTROL 11 i TO CONTRACTOR m i O :i © I �° Cq �1 FACI T 1 u 1 n BE IN ED 1 i w I t MARY I BY 0TH I J OPERA AND I I ANCY - - - - - - - - - - m k ( i i, - -A 1 I MAINTENANCE BUILDING - SLUDGE 1 LIS PRIMARY CLARIFIER BUILDING (BELOW GRADE) ¢ 1 I i--' I _ - GRIT (OPERATIONS z © ❑ I , El I BUILDING i BUILDING) a I ) I � � 1 ® I i 0 I r — -� O SrPCTURE OXYGEN REACTORS SECONDARY SECONDARY I O O SCUM �' ® INFLUENT SECONDARY CLARIFIERS EFFLUENT I LDG. - ----- ------------�� © BUILDING BUILDING OR 1 No.2 - CON L "A" I I IS RBUTI� - Ell r(l) O I ..ENC C� 3 er F \ 1 BUILDINGEl . ---------------- ADDITION , I ; _ ■ ------------------- ® I ------------ x x ' ' I OXYGEN o CHLORINATION ' ' J. ' GENERATION ® BUILDING ] I - \ \ O I FACILITY i ® I 10, � a® ® Q CHLORINE CONTACT ANKS ELECTRICAL FAN © , FAN _j I (BURIED) - -- - - BUILDING BLDG. I 1 BUILDING EFFLUENTo "B" !1 — rX PUMP STATION 3I i O 0 � CHEM BLDG /I � �� FOR ODOR � �\ 1 1 x 1 DODD I I - U - _ CONTROL "B" —_—_ ---.E-------- - s- _ _� _ ❑ - 1 I _ 57 ' ----�-----1 ❑ I � � SALEM NECK I w"1' ■ - PUMP STATION I Ar O r #E B.M. 9 Z3 ER� / C\SE SEE SHEE F ICE 1 X _ SEE SHEET [ _ NO. C-i A ERS j a _ _y C O NO 2 f 4. TEMPORARY �-- -- w x OCCUPANCY 1 4 AREA 1 � � SITE LOCATION � \\ REFERENCE LINE x i C T C O V E S M I T H P 0 0 L . a r lA T A. TIC OCEAN ) t x ' Doo,/ /x PLAN I i PLAN II Lu I-_ •� c~i x �F• ^00 z CD C. s N I41 01 OFFICIAL BUILDING NUMBERS or .r� 44LVIIN C. s FIRMIN �4 � ,�Rocz `(� 3S , Y, .1 a SCALE: 1'=60;. - DESIGNED BY: RLM CAMP- DRESSER & McKEE INC. ;� SOUTH ESSEX SEWERAGE DISTRICT. - SALEM, MASSACHUSETTS PROJECT 54N0 a'1 DRAWN BY: RLM - I "' SHEET CHK'D BY: JZO WASTEWATER SYSTEM IMPROVEMENTS :4 JZO CONTRACT N0.93-1 - GENERAL - PLAN' SHEET NO. ; CROSS CHK'D BY: _ - - Jzo AWASTEWATER TREATMENT PLANT IJPGRADE (I)., C - 4 r PPROVED BY: - erelronmerAel engineers,scleMJsls, REV. DATE DRWN CHKD REMARKS DATE: MAY 1994 N0. plonneis.& rnarrogen,�Idca'IsunoMs __T142-49347 9 SEWERe00631CO04,DGN PLOT DATE: 26-APR-94 -_ - --- -- - --r—^--•,--fir•- � - - --- — - " _ _ — � ,-. Page 1 WEEKLY CONSTRUCTION PROGRESS REPORT Project Title: Wastewater Treatment Plant Upgrade Contract No: 93-1 Owner: SESD State Project No. BMF-20-843-04 Location: 50 Fort Ave. Salem MA Contractor: Mortenson/Westcott a Joint Venture Work Period: From: September 25. 1995 To: September 29 1995 ` Daie of Report: October 4. 1995 Work Completed Contract Time Amount of Contract $104.572.132 Time of Contract 953 days Change Orders $633.041 Extensions - Total Contract Amount $105.205.173 Total Contract Time 953 days Payment to Date $23.557,309.00 Time to Date 376 days Percent Complete 22.4% Percent of Time 39.4 % Change Orders Ap rp oved Pending No. 1 Subbid Substitutions Underdrain system deletion credit Pipe flange material substitution credit Sludge equipment materials credit Page 2 Progress Report Brief Description of Work This Week SITE WORK • No work at this area SECONDARY TREATMENT AREA Mortenson/Westcott • Spread 3/4" stone at chlorine contact tank The carpenters: • At the secondary clarifiers, the oxygen reactors, effluent pump station, the electrical building and the 72" diameter pipe at the chlorine contact building continued formwork for walls, decks, and slabs on grade including construction, erection, bracing, and stripping • The contractor's laborers placed 825 cy yards of concrete this week for a total of 28,931 cubic yards of concrete to date. Concrete placement breakdown for this week is as follows: Oxygen Reactors 160 cy at walls 12 cy at columns 8 cy at pipe encasement Secondary Clarifiers 494 cy at slabs Electrical Building 7 cy at walls Effluent Pump Station 66 cy at slab 5 cy at pipe cradles (fill) Page 3 Progress Report Brief Description of Work This Week Chlorine Contact Tank 29 cy at 72" pipe Sludge Processing Building Addition 14 cy (fill) at subgrade 30 cy at slab • Laborers assisted carpenters with form work Concrete finishers completed concrete slabs and patched tie holes Harris Mechanical • Setting sleeves/wall pipes at Oxygen Reactor • Setting 48" DIP at SC valve vault • Drain piping from OR slab to RAS gallery at south side of OR • 48" SEFL at valve vault • Fabricate M.L. piping 30" and 20" • Working on EPS suction leader Reilly Electric • Layout conduit at effluent building slab • Electrical duct bank north of new electrical building Norfolk Mechanical • Installing pressure relief valves and risers at Secondary Clarifier walls Zoppo Construction • Strip topsoil at Oxygen Generation Facility and begin excavation • Excavate to remove lower end of the access ramp to OR and SC and grading for OR slabs Page 4 Progress Report Brief Description of Work This Week Rusco Steel • Placed reinforcement at various locations of the Secondary Clarifiers, Oxygen Reactors, and the Effluent Pump Station Aztec Steel • Placed reinforcement at various locations of the Oxygen Reactors Stocks Drilling & Blasting • Watertested anchors at RAS pump gallery and sumps • Demobilized mats and equipment G&C • Forming (for concrete) work at the Secondary Clarifiers and Effluent Pump Station OXYGEN GENERATION BUILDING M/W • Excavation, structural fill placement and compaction for building foundation continued Reilly • Coring wall of Chlorine Building for conduit and duct bank to MCC 601/602 at OGB ADMINISTRATION/MAINTENANCE BUILDING Norfolk Plumbing • Vent piping for bathrooms at second floor Page 5 Progress Report Brief Description of Work This Week Zoppo • Haul rock from stockpile at rear of building ELECTRICAL BUILDING Mortenson/Westcott • Concrete formwork as necessary • Cast-in-place concrete • Set precast roof tees at building roof SLUDGE PROCESS BUILDING (Addition) Mortenson/Westcott • Excavate remains of grit/grease channel outlet chamber and portions of 72" brick sewer • Cleaning out and plugging existing 72" brick sewer to prepare for filling • Backfilling area where pre-existing 36" by-pass pipe was found at north side of grit/grease channels • Chipping through knockout panel at existing foundation from area of new boiler room • Spreading base 3/4" stone above rock cuts to foundations at elevation 9.0 (boiler room) and elevation 3.0, placed moisture barrier, and erected footing edge forms • Placed concrete for slabs at elevation 3.0 (23 cy) and 9.0 (7 cy) for bldg. drainage sump and boiler room sump respectively Norfolk • Core drill for floor drain to boiler room SLUDGE PROCESS BUILDING Mortenson/Westcott • Formed, reinforced and poured in the addition • Dewatering in the addition • Laborers worked cleaning the 72" brick pipe to be filled • Carpenters constructed a bulk head in the 72" brick pipe Page 6 Progress Report Brief Description of Work This Week D & G Demolition • Removed pipes passing through the C-Line wall • Demolished the polymer system • Breaking up concrete at -3.0 south side Reilly Electric • Work on the main power conduit run • Worked on feeds to MCC 801 and 802 in the pump room • Core drilled for conduits entering new switch gear Harris Mechanical • Worked on WAS piping at the end of the South gallery • Installed an offset in the EFW piping Total Mechanical • Relocated new polymer piping in conflict with electrical duct bank Flaherty Mechanical • Installing steam piping for temporary heating in the incinerator • Reviewing the drawings Page 7 Progress Report Brief Description of Work This Week VISITORS • Representatives of Summit/ConTest Lab onsite for duties associated with materials (concrete) testing • Representative of Haley& Aldrich onsite to oversee work related to rock anchors • Representatives of Mass Electric onsite to coordinate electrical issues • Representative of Lim Consultants onsite to discuss issues related to the Sludge Processing Building v James T. Maher Project Manager - Field Camp Dresser& McKee Inc. C�7 SERAFINI, SERAFINI AND DARLING ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 JOHN R. SERAFINI. SR. TELEPHONE JOHN R. SERAFINI.JR. 50a-744.0212 JOHN E. DARLING 617-581-2743 ELLEN M. WINKLER TELECOPIER JOSEPH C. CORRENTI 508-741-4683 December 6, 1995 BY HAND DELIVERY Leo E. Tremblay, Inspector of Buildings City of Salem One Salem Green Salem, Massachusetts 01970 RE: South Essex Sewerage District Contract No. C94-2/3 Dear Mr. Tremblay: The South Essex Sewerage District recently opened bids for Contract C94-2/3 : Primary Facilities Upgrade, Phase II; Peabody/Salem Pump Station Upgrade; and Odor Control Facility E. The work under the contract will consist of upgrade of the District's grit processing facilities, upgrade of pumping and related facilities within the Salem/Peabody Influent Pumping Station, and construction of a new odor control facility to service the Pumping Station. The work is all located at the District' s 50 Fort Avenue site. The contract has been awarded to Barletta Engineering Corporation, 10 Whipple Avenue, Roslindale, Massachusetts for a total price of $8,460, 053 .00. About 50. 2% of this total, $4, 244, 894 . 00, is attributable to work which is covered by the Building Code. The remaining 49.8% is attributable to equipment and work on the various process systems such as pumps, screens, grit conveyors, instrumentation, process piping, scrubbers, etc. Malcolm Pirnie, Inc. , the District's engineer for this project, has reviewed the contractor's schedule of values for the various components of the work and has prepared a detailed breakdown of the work which is included under the Building Code and that which is not included. Malcolm Pirnie followed the same approach as was used on Contract 93-1. Enclosed is a copy of the engineer's letter to me which includes the detail to support its K Leo E. Tremblay, Inspector of Buildings December 6, 1995 Page 2 conclusion that the work on the project which is subject to the Building Code and, therefore, subject to building permit fees, is $4,244,894. 00. The District is prepared to issue a check in the amount of $25, 475. 00 for the building permit fee for this work ($6. 00 per thousand dollars of valuation plus $5. 00 for the application fee) . I will deliver the check to you following your review of the application. Barletta Engineering Corporation has been directed by the District to submit an application for a building permit based on the above cost allocation, together with plans and specifications, for your review. If there are any questions concerning this matter, please call me at your convenience. Sincerely, John E. Darling �/ JED:jaf Enclosure cc: Without Enclosures Steven E. Thayer, P.E. , Malcolm Pirnie, Inc. Alan F. Taubert, Jr. , SESD IRNIMALCOLM PIRNIE,INC. ENVIRONMENTAL ENGINEERS,SCIENTISTS 8 PLANNERS 7 November 28, 1995 Mr. John Darling Serafini, Serafmi and Darling 63 Federal Street Salem, MA 01970 Re: C 94-2/3,Building Permit Dear Mr. Darling: Barletta Engineering Corp. (BEC) has prepared (in accordance with C 94-2/3 contract requirements)an application for a building permit from the City of Salem. We have enclosed a copy for your review and comment if appropriate. BEC has requested a determination of the fee amount and preparation of a check to the City of Salem to accompany the application. BEC has also submitted a revised Schedule of Values (also in accordance with contract requirements),which is intended to serve as the basis for future progress payments. The Schedule of Values (SOV) breaks the $8,460,053 value of the project down into its components in a variety of ways; such as by project part (A vs. B), by building or facility area(Grit Building vs.Peabody/Salem Pump Station vs. Odor Control Facility E), by bidder (general contractor vs. filed subcontractors), by specification section, and by equipment or material or element of work. We have reviewed the SOV and are of the opinion that the Contractor's allocation of costs is reasonable. The detailed content of the SOV has been utilized to formulate our opinions regarding which portions of the total value(or construction cost)of the project are applicable to serve as the basis for the building permit fee calculation. The opinions of costs to be included or excluded from the fee basis are shown on the enclosed hand-marked copy of the SOV. Our assumptions for work associated with the Grit Building and Pump Station are consistent with those made by CDM for work associated with Odor Control Facility "E". Furthermore, assumptions made by both firms are considered to be consistent with those used by the District in negotiating the building permit fee on Contract C 93-1. For example, the following general components were included in the fee basis: WELLINGTON ONE TEN CABOT ROAD MEDFORD, MA 02155-5141 617-396-3201 FAX 617396-2728 IRNIMALCOLM PIRNIE, INC. ENVIRONMENTAL ENGINEERS,SCIENTISTS&PLANNERS Mr. John Darling November 28, 1995 Serafini, Serafini and Darling Page 2 • Buildings,including reconstruction of existing buildings and construction of new buildings. • Equipment for building systems, such as HVAC equipment, elevators, gas and electrical equipment,and fire extinguishing equipment. • Pressure vessels. • Reinforced concrete tankage. • Structures which support process equipment. • Proportionate share of contract administrative expenses (i.e., general conditions and requirements). Excluded were parts of the project which are not covered by the State Building Code, such as, for example: . • Equipment for the treatment process such as pumps, screens, scrubbers,etc. • Process piping systems. • Process control systems. • Landscaping. • Roadway paving. • Office furnishings and equipment. • Computer and communications systems. • Proportionate share of contract administrative expenses (i.e., general conditions and requirements). Also enclosed is a single-page summary of the results of the above-described allocation of the construction cost of the overall project. Based upon this analysis, it is our opinion that the building permit fee should be computed on a total cost of improvement (Item IIC on the application form) of$4,244,894. WELLINGTON ONE TEN CABOT ROAD MEDFORD,MA 02155-5141 617-396-3201 FAX 617-396-2728 IRNIMALCOLM PIRNIE,INC. ENVIRONMENTAL ENGINEERS,SCIENTISTS&PLANNERS - Mr. John Darling November 28, 1995 Serafini, Serafmi and Darling Page 3 Please advise if we can provide any additional information on this subject. Very truly yours, MALCOLM PIRNIE, INC.+ V Steven E. Thayer Project Manager Encl: cc: A. Taubert R. Hudson P. Boord J. Fortin 0417012 E\sesd\c94\012\bldgpe WELLINGTON ONE TEN CABOT ROAD MEDFORD,MA 02155-5141 617-396-3201 FAX 617-396-2728 C94-213 Construction Cost Allocation for Building Permit PartA PartA PartB Parts A&B Grit Peabody/Salem Odor Control Total Building Pump Station Facility"E" Contract Category Excluded Included Excluded Included Excluded Included Excluded Included Work of the General Contractor: General Conditions/Requirements $--149,196 $ 150,248 $ 141,473 $ 142,471 $ 984,348 ,$ 84,944 $ 1375,017- -$ 377,663 Rock Excavation $ - $ - $ - $ - $ - $ 28,750 $ _-- - $ 28,750 Demolition&Modifications $ - $ 162,280 $ - $ 90,570 $ - $ 12,250 $ - $ 265,100 Site Preparation/Earthwork $:+re-+ $ - $ - $ - $ _ - $ 28,750 $ . $ 28,750 Paving and Surfacing $�%-4,150. $ - $ - $ - $ k11,400 $ - $y 15,550 $ - Yard Piping $ - $ - $ - $ - $ t 22,000 $ - $ 22,000 $ - Concrete Work $ - $ 116,500 $ - $ 27,300 $ - $ 170,600 $ - $ 314,400 Structural Steel $ - $ 48,150 $ - $ 26,658 $ _ $ - $ - $ 74,808 Carpentry $ - _ $ 4,750 $ - $ 4,000 $ '- 500, $ 1,500 $ t 500 $ 10,250 Weir Plates $1 5,245 .$ - $ - $ - $ - $ - $ 5,245 $ - Doors and Windows $ - $. 14,175 $ - $ 15,325 $ - $ 6,000 $ - $ 35,500 Misc. Finishes $ - $ 5,000 $ - $ 12,000 $ - $ 29,000 $ - $ 46,000 Misc.Specialties $ $ 15,000 $ - $ 4,750 $ 500 $ 3,000 $ 500 $ 22,750 Process Equipment $'4802,953 $ - $,r 996,894 $ - $ 964,200 $ - $2,764,047 $ - Process Control Equipment $■ 21,500. $ - $ 129,500 $ - $ - 82,300 $ - $ 233,300 $ - Hoisting Equipment $ - $ 9,075 $'-_ - $ 5,075 $ - $ - $ - $ 14,150 Process Piping and Valves 1 $ 1423,300 j$ - $t.250,000 $ - $ :125,700 $ 7,000 $ 799,000 $ 7,000 Subtotal $_1,406,3447 $ 525,176 $1,517,867 $ 328,149 x$1,290,948 $ 371,794 :5 41215,159J$1,225,121 Work of the Filed Subcontractors., Architectural/Masonry $ - $ 37,500 $ - $ 37,500 $ - $ 75,000 $ - $ 150,000 Misc.Metal Work $ - $ 108,130 $ - $ 82,320 $ - $ 20,750 $ - $ 211,200 Roofing and Flashing $ - $ 1,500 $ - $ - $ - $ 67,900 $ - $ 69,400 Waterproofing/Caulking $ - $ 3,435 $ - $ 4,500 $ - $ 10,165 $ - $ 18,100 Painting $ - $ 32,206 $ - $ 32,206 $ - $ 16,828 $ - $ 81,240 Plumbing $ - $ 20,900 $ - $ 8,089 $ - $ 47,844 $ - $ 76,833 HVAC Work $ - $ 727,950 $ - $ 436,050 $ - $ 379,000 $ - $1,543,000 Electrical Work $ - $ 357,000 $ - $ 373,000 $ - $ 140,000 $ - $ 870,000 Subtotal $ - $1,288,621 $ - $ 973,665 $ - $ 757,487 $ - $3,019,773 Tota/Contract Amounts $11:406,3441 $1,813,799 $il,517,867i $1,301,814 $1�48J $1,129,281 $`,215,159 $4,244,894 Based upon Schedule of Values submitted by Barletta Engineering Corp.on October 31, 1995. f.,\users\greene\BLDGPRMT.XLS SUB ITEM SUMMARY-PROEOSED SCHEDUI�EOF VALUES S.E.S.D.-CONTRACT NO.94-2494.3- (PART A&B) - TFBS PERIOD fl'EM DESCRIPTION SCHEDULED PREVIOUSLY WORK MATERIALS TOTAL APPROVED PERCENT NO. VALUE APPROVED INPLACE STORED TO DATE COMPLETE .. _ - --- -1616-- -- - ------_- BID ITEM I(PARTA&B)-WORK OFTHE GENERAL CONTRACTOR -- ----- ------� -- DID ITEM IA Primary Facilities Upgrade-Phase 11 S 1.931,531.50 E - S - 1616 1616- 94-3(Part A) -__ Peabody/Salem Pump Station UpSmde E 184601fi 50 I - S 2,W Odor Control Faabty"E" E 16]3,992.00 E S ROCK EXCAVATION '- S 28)5000 S - - S 55 _ 00% BID ITEM I(PART A)TOTAL VALUE $ 5,440,290.00 S - S - I - $ 0.0% BID ITEM 2(PART A&B)-WORK OF THE FILED SUBCONTRACTORS ______._____.________..__—_ -16___16 - __.._._ __-_ - -_1616—_ — _ _ _ ___________ BID ITEAI 3A ARCHITECTURAL/MASONRY S 150,000.00 S - S - t - 3 � 0.0°/ __ _-_ _ _ —__1616___-_- __-_ _._. ___-.. __ __-_- . BIDITEh12B MISCELLANEOUS METALWORK $ 31120000 S ___- . __.__-- 1616- _ _.___..__ .___ .___1616____.__- .__.__________ "_ -._._ BID I'TEM112C ROOFMG AND FLASHING S 69,40000 S - S - S - - I � - 00°% -__ PR I_16- -_ _ BID ITEM 2D WATER&DAAIPROOFING,CAULKING S 18,100.00 _16_161616 _ BID ITEM 2E PAINTING S 81,24000 S - S - I - E - --____16___.16 _ __. ..... ____-_ - ___- DID ITEM 2F PLUMPING S 96,831.00 S - S - ------- - S___---- 5 ------- 1616 -"_" 0AX BID ITEM 2G - HVAC WORK_____.___._.._.._._..___.-__._. ... S.._._...__- 1,543,000.00' S 1616--- S - _. - _ S _ .S —_1616---0T1, BID-ITEM 311 ELECTRICAL 340RK ._..__. _...__.._.. . ._._ .s596000A0 5_..____.____-__S 16_16 S16 _16__- f_ __16_16_- _-0.0% BID ITEM 2 TOTAL VALUE S 3,019,773.00 S - S - $ - S - 0.0% TOTAL CONTRACT VALUE S 8,40,053.0 S - t - S - t - 0.0% Page 3 of 30 10/31/95 SUB ITEM SUMMARY-SCHEDULE OF VALUES S.E.S D CONi"�CT,NO 942 ART A ' i � :.:... . i el p� 4S.Mi t Yo wI N 'y'i Y x i I ,ac , 1 Primary Facilities' U�gra e-P ase II(Grit Building) THIS PERIOD ITEM DESCRIPTION SCHEDULED PREVIOUSLY WORK MATERIALS TOTAL APPROVED ,PERCENT'. NO. VALUE APPROVED IN PLACE STORED TO DATE COMPLETE BID ITEM IA(PART A)WORK OF THE GENERAL CONTRACTOR __ GENERAL CONDITIONS 01000 BONDS&INSURANCE $ 41,288.00 $ - 0.0% 01000 MOBILA_TI ON&SETUP $ 11,250.00 E - 0.0% 01000 ENGINEERS OFFICES $ 9,250.00 $ - 0.0% 01000 SUPPLIES&_M AINTENANCE $ 3,750.00 $ - 0.0% 01000 SUPERVISORY SALARY $ 128,506.00 $ - 0.0% 01000 UTILITIES - $ 10,250.00 $ - 0.0% OMWO SANITARY FACILITIES $ 1,750.00 - 0.0% —_.— ___ 01000 SMALL TOOLS&FUEL E 6,000__.00 $ - 0.0% -- -_1750.00 ERDRf70.0% 01000 RUBBISH DISPOSAL $ 4000.00 $ - 0.0% ---.in c�uoc0, pN0 49_8.24. _ 01000 -TRANSPORTATION&PARKING - $ 12 500 00 1 01000 EMERGENCY RESPONSEPLAN - $ 1.00000 0.0% 01000 PROGRESS PHOTOS $ 3,400 00 01000 INTERSTATE ENGINEERING CORP. MOBILIZATION $ 7,000.00 $ - 0.0% SUBMITTALS $ 20,000.00 $ - 0.0% GENERAL CONDITIONS $ 20,000.00 $ - 0.0% 01000 TOTAL MECHANICAL SERVICE CORP. MOBILIZATION $ 3,000.00 $ - 0.05/1 SUBMITTALS $ 3,00000 $ - 0.0% GENERAL CONDITIONS $ 5,500.00 $ - 0.0% 01000 DEMOBILIZATION&CLEAN-UP $ 6,250.00 $ - - 0.0% DEMOLITION&MODIFICATIONS 02050 MISCELLANEOUS DEMO $ 10,000.00 $ - 0.0% 02050 STRUCTURAL DEMO $ 31,400.00 $ - 0.0% 02056 ARCHITECTURAL DEMO_.—. . _....___ $ _...- ....42,380.00 ..$____ 02050 EQUIPMENT DEMO $ - - 41,880.00 -$----- _-- ��----�- ------�� 0.0% 02050 MECHANICAL DEMO $ 76,620.00 $ - 0.0% _. . .._ - PAVING&SURFACING.... . 02500 REM EXIST BIT CONC.._ - -_._.._-. . .__......._ $ #525.00 _$_—. _.____—._— _—__ 0.0% Ob00 - EXCAVATION�� - - _ -- $ _--�-- ;35000�-� -- — ----�- - -��- $ 00% _. _ aEXC_l UREA 02500 112 GRAVEL BASE i - $ - 05000 L� - i --" - --- -.-_ $ ---00% 02500 PAVING $ .;2,22500. -. —��..... . .._. __..._ - $ -.... 0.09 CONCRETE ANCHORS Page 4 of 30 10/31/95 SUB ITEM SUMMARY-SCHEDULE OF;VALUES S.E.S D CONTRACT NO 94-2(PART A). ' a iy iU }iYla�.7YY'1P�}� Primary Facilities Upgrade-Phase�I(Grlt Building) TIES PERIOD ITEM DESCRIPTION SCHEDULED PREVIOUSLY WORK MATERIALS TOTAL APPROVED PERCENT, NO. VALUE APPROVED IN PLACE STORED TO DATE COMPLETE _ _ 03252 LABOR,-MATERIAL,EQUIPMENT $ 2,800.00 $ - 0.0% CONCRETE&REINFORCEMENT _.-.. 11.11_._-_ - --......_._-._- 03300 LABOR,MATCRIAL,EQUIPMENT -$ 84,000.00 _ ..___ 03300 NEW SAND FILL $ 475000 - $ - - 0.0% 03700 NEW SPILL CONTAIN AREA EXCAV. $ 500.00 $ - 0.0% -- OJ300 NEW SPILL CONTAIN.AREA BKF'L. - $ - 450.00 $ - 0.0% __ _ _ _ ..... .. ___. ._._--__ __---_.__ -_-- -- _- _.._-_ 111.1 .._.-__.._ -..-_________--_-.--_ 03300 ��-� REBAR $ 8,000.00 $ - 0.0% -07300 - REBAR INSTALL $ 11,00000 $ - 0.0% -0450- _ 1 111_.__.......1..1..11__-..._._____.__.. 03450 _ LABOR,MATERIALS,EQUIPMENT $ 5,000.00 $ - 0.0% _. STRUCTURAL STEEL 05120 - UNLOAD STRUCT STEEL ---- $ -- - -� - 800.00 _�ttCL. ----- -- --- ---- - - $ - 0.0% --- _ __- _. -_ 05120- MOVING STEEL INSIDE BLDG. $ 4,400.00 $ - 0.0% 051 _ 20 PLATFORM AT CONTROL ROOM $ - 3,500.00 $ - 0.0% _ 05120 - FAM.GRIT HOPPER $ 13 500.00 $ - 0.0% __-__ ...1.11.1....-. 05120 - INSTALL HOPPER&FRAME WORK $ 9,500.00 $ - 0.0% 65120 STRUWTURAL COLUMN SHEET IOA $ 1,250.00 $ - 0.0% -05120 IS ROOF-DECK I8 GA. $ 2,500.00 $ - 0.0% 05120 - SFRUCT.STEEL Iv1ATL.FURNISH- $ 8,60000 $ - 0.0% _ ___ - 05120 SHOP PAINTING .;$ 2,000.00 $ - 0.0% FLOOR ACCESS HATCH COVERS 0536 0"SQ.AWUM HATCH $ 2,100.00 $ - 0.0% 3'- CARPENTRY WORK ---06100 MISC.WOOD FRAMING -- _ $ - - 475000 - ----- -------- - - _-- _ -- $ - 0.0% 06612 F&I WEIR PLATES - - EQUIPMENT&MATERIALS $ 250000 EK�t. $ 0.0% INSTALLATION LABOR _ $ 2,745,00 $ - 0.0% STEEL DOORS&HARDWARE �- __ 081 15 --_ DOORS&FRAMES:FURNISH -- -- _--- ------ $ - : -� - - $ - 0.0% 08115 -DOORS INSTALL-- -- _- - --- $ 7 187500 ;', $ - 0.0% 08368 R&R OVERHEAD OPRA ETORS 500.00 $ - 0.0% 08710___- HARDWARE FURNISH $ $ - 0.0% $ - - 08710 -FfN HARDWARE:(INSTALL $ { $ - 0.0% - GLASS&GLAZING -__- 08800 - GLAZING F&1 $ 300.00 $ - 0.0% __ __ GYPSUM WALLBOARD _$___ 500 0.0% 09250- - F&1 GYPSUM&GLASSFIBER WALLB ,000. $ - -. �IISCELLANEOUSSPECIALITIES 10200 REPLACEBIRDSCREENATEX.LOU $ 250.00. .... ... .__._. _.______ .$__..._.._ . ..____._ 0.0% 10200 INSTALL 12"X 24"FIXED LOUVER - Is - - 50000 Page 5 of 30 10/31/95 1 - SUB ITEM SUMMARY-SCHEDULE OF VALUES S.E.S D CONTRACT N6.944(PART A)I Primary Facilities Upgrade-Phase II(Grit Building) THIS PERIOD ITEM DESCRIPTION SCHEDULED PREVIOUSLY WORK MATERIALS TOTAL APPROVED PERCENT NO. VALUE APPROVED IN PLACE STORED TO DATE COMPLETE 10200 LOUVERS FURIJISH $ 2,000.00 10600 PREFAB CONTROL RM-INSTALL $ 2,750.00 ySC - $ - 0.0% 10600 PREFAB CONTROL RM-FURNISH $ 9,500.00 $ - 0.0% MECHANICAL SYSTEMS 11288 STAINLESS STEEL SLIDE GATES EQUIPMENT&MATERIALS $ 40,202.50 $ - 0.0% INSTALLATION LABOR $ 23,750.00 $ - O.0% START-UP&TESTING $ 1,000.00 $ - 0.0% O&M MANUALS $ 1,000.00 $ - 0.0% 11315 TORQUE FLOW PUMPS(SEPTAGE PUMPS) EQUIPMENT&MATERIALS $ 41,000.00 $ - 0.0% INSTALLATION LABOR $ 5,000.00 $ - 0.0% START-UP&TESTING $ 1,500.00 I $ - 0.0% MANUFACTURER'S TRAINING $ 1,000.00 $ - 0.0% O&M MANUALS $ 1,500.00 $ - 0.0% 11322 - DIFFUSED AIR EQUIPMENT - EQUIPMENT&MATERIALS $ 45,000.00 $ - 0.0% INSTALLATION LABOR $ 12,500.00 $ - 0.01Y. START-UP&TESTING $ 1,500.00 $ - 0.00/0 0&M MANUALS $ 1,000.00 ! $ - 0.0% 11332 SEPTAGE SCREENS 'Ex C 4 . EQUIPMENT&MATERIALS $ 145,000.00 i $ - 0.0% INSTALLATION LABOR $ 6,000.00 $ - 0.0% START-UP&TESTING $ 3,000 00 $ - 0.0% MANUFACTURER'S TRAINING $ 5,000.00 $ - 0.0% O&M MANUALS $ 4,000.00 $ - 0.0% 11370 MODIFICATION OF EXISTING BLOWERS EQUIPMENT&MATERIALS $ 10,000.00 j $ - 0.0% INSTALLATION LABOR $ 2,000.00 i $ - 0.00/. START-UP&TESTING $ 1,000.00 $ - 0.00/c MANUFACTURER'S TRAINING $ 500.00 $ - 0.0% 0&M MANUALS $ 500.00 $ - 0.0% INSTRUMENTATION&CONTROLS 13321 INSTRUMENTATION&CONTROLS EQUIPMENT&MATERIALS $ 16,000.00 $ - 0.0% INSTALLATION LABOR $ 1,000.00 $ - 0.0% START-UP&TESTING $ 1,000.00 j $ - 0.0% MANUFACTURER'S TRAINING $ 1,500.00 j $ - 0.0% O&M MANUALS $ 2,000.00 _ ' $ - 0.0% CONVEYING SVSTENIS Page 6 of 30 10/31/95 SUB ITEM SUMMARY SCHEDULE OF VALUES 17 S.E.S D CONTRACT NO 942(PART A) N a 'i fi „: t+7s s ! 3.�( � 11 :; tl;V Primary Fad tles Ukrade-Phase sTI(GrIi Bmldiag) THIS PERIOD ITEM DESCRIPTION SCHEDULED PREVIOUSLY WORK MATERIALS TOTAL APPROVED PERCENT NO. VALUE APPROVED INPLACE STORED TO DATE COMPLETE 14320 HOISTS - $ 9,075.00 /NGC. $ - 0.0% 14615 GRIT REMOVAL EQUIPMENT EQUIPMENT&MATERIALS $ 320,000.00 $ - 0.0% SUBMITTALS&ENGINEERING $ 45,000.00 $ - 0.0% INSTALLATION LABOR $ 65,000.00 $ - 0.0% START-UP&TESTING $ - 10,000.00 $ - 0.0% MANUFACTURER'S TRAINING $ 5,000.00 $ - 0.0% O&M MANUALS $ 5,000.00 $ - 0.0% (PROCESS PIPING&VALVES 15053 DUCTILE IRON PIPE MATERIALS $ 165,000.00 $ - 0.0% INSTALLATION LABOR $ - 60,000.00 $ - 0.0% START-UP&TESTING $ 3,000.00 $ - 0.0% 15063 STAINLESS STEEL PIPE - MATERIALS $ 60,000.00 - 0.0% INSTALLATION LABOR $ 1$,000.00 j $ - 0.0% START-IIP&TESTING $ 2,000.00 C $ - 0.0% 15067 THERMOPLASTIC PIPE IXC L MATERIALS $ 1,300.00 $ - 0.0% INSTALLATION LABOR $ 500.00 $ - 0.0% 15094 PIPE HANGERS&SUPPORTS MATERIALS $ 14,000.00 $ - 0.0% INSTALLATION LABOR $ 5,000.00 $ - 0.05, 15096 WALL PIPES FLOOR PIPES&SLEEVES MATERIALS $ 3,000.00 $ - 0.0% 15099 VALVES&APPURTENANCES MATERIALS $ 77,500.00 $ - 0.0% INSTALLATION LABOR $ 5,000.00 $ 0.0% STAINLESS STEEL SLUICE GATES EQUIPMENT&MATERIALS $ 7,500.00 $ - 0.0^/° INSTALLATION LABOR $ 1,000.00 $ 0.0% START-UP&TESTING $ 250.00 I $ - 0.0% 0&M MANUALS $ 250.00 �_ $ - 0.0% ITEM IA SUBTOTAL $ 1,931,521.50 $ - $ - $ - $ - - 0.0% — _ BID ITEM IB(PART A) .....__. . --ROCK EXCAVATION__. $ $ -_ 4DIV/0! Page 7 of 30 10/31/95 SUB ITEM SUMMARY-SCHEDULE OF VALUES S.E.S D CONTRACT NO 42(PART A) Primary Facilities Upgrade-Phase II(Grit Buildinkj THIS PERIOD ITEM DESCRIPTION SCHEDULED PREVIOUSLY WORK MATERIALS TOTAL APPROVED PERCENT . NO. VALUE APPROVED M PLACE STORED TO DATE COMPLETE - BID ITEM I(PARTA)TOTAL VALUE $ 1,931,521.50 - - $ - $ - $ - 0,0% _ BID ITEM 2(PART A)WORK OF THE FILED SUBCONTRACTORS BID ITEM 2A(PART A) - ARCNI I' /MASONRY $ 37,500.00 $ - $ - $ - $ _ 0.0% ----------- BID ITEM 2B(PART A) MISCELCANEOUS METALWORK S 10F130.00 $ - $ - $ - $ - 0.0% QID ITEM 2C(PART A) ROOFINdAND PLASHING $ 1,500.00 $ - $ - $ - $ - 0.0% BID ITEM 2D(PART A) __.._..__..- WATER&DAMPROOFING,CAULKING $ __— - 0.0% /NGL, BID ITEM 2E(PART A) PAINTING $ 32,206.00 $ - $ - $ - $ - 0.0% BID ITEM 2F(PART A) 20,900.00 _$ .__ _$ _ $ — - -$- - _ - — 0.0% - BID ITEM 2G(PART Aj IIVAC WORK _-- _ - $ 727,950.00 $ --- - $ - $ - $ - 0.00/c ----- _ - 357,00 0 00 $ $ —_ $ _ $ - - _ 0.0% BID ITEM 2(PART A)TO'T'AL VALUE $ 1,288,621.00 S - $ - S - S - 0.0% TOTAL VALUE 94-2(PART A) $ 3,220,142.50 $ - S $ - $ - 0.0% Page 8 of 30 10/31/95 SUB ITEM SUMMARY-SCHEDULE OF VALUES S.E.S D CONTRACT NO 94-3(PART A) 1+e1^!iaik n Peabody/ alem Pump Sl4art Ion4{.Upgrade THIS PERIOD ITEM DESCRIPTION SCHEDULED PREVIOUSLY WORK MATERIALS TOTAL APPROVED PERCENT NO. VALUE APPROVED INPLACE STORED TO DATE COMPLETE -----_J- - _ BID ITEM IA(PART A)WORK OF THE GENERAL CONTRACTOR BID ITEM lA(PART A) -� - GENERAL CONDITIONS - ----- - - --- - - _ - - --- _ _ _ _ ..SSSS-.__ -. _--..___.__--__.-__ ._ _.___-SSSS ___-_. ___- ___________ 01000 BONDS&INSURANCE $ 41,288.00 $- - 0.0% _.SSSS__ - _-SOBILSSS-ATION&SSSSETUP S--- - - $ -___..SS1SS-. 01000 M1,250.00 -$ - 0.0% __ _ 01000 -� ENGINEERS OFFICES - $ 9,250.00 $ _ - 0.0% 01000 SUPPLIES&MAINTENANCE $ 3,750.00 $ _ 0.0% _ -_..___ SUPE. -S____-__- --1-28,5--0-6,00 - -- 01000 SUPERVISORY SALARY $ 128,506.00 $ - 0.0% 01000 UTILITIES $ 10,250.00 $ - 0.0% 01000 SANITARY FACILITIES $ 1,750.00 $ 0.0% _--__ 01000 SMALL TOOLS&FUEL $ 6,000 00 E - 0.0% -1,7-5-0-.00- 0-- - ___ -_ 01000 SAFETY $ $ - - 0.0% 01000 RUBBISH DISPOSAL $ _ 4,000.00 PSORAT�O_ _-1d.OG1=5�. ( E /eKLuQE.Q_ $ ________ 0.0%01000 TRANSPORTATION&PARKING $ 12,500.00 _ b�O-. EXGLI> _� $ - 0.0% 01000 - EMERGENCY RESPONSE PLAN - -- ---- _-_- $ - 1,000.00 -�----------- $-- _._. 0.0% .. 01000 .__PROGRESS PHOTOS _.._.._ __._ _. __._. _ _-___.._ .$. . ....._....- 3,400.00 SSSS-._. . ._..._,-._- ----0.0% 01000 DEMOBILIZATION&CLEAN-UP $ 6,250.00 - 0.0% 01000 INTERSTATE ENGINEERING CORP. MOBILIZATION $ 3,000.00 - $ - 0.0% SUBWTTALS $ 10,000.00 $ - 0.0% GENERAL CONDITIONS IS 15,000.00 $ - 0.0% 01000 TOTAL MECHANICAL SERVICE CORP. MOBILIZATION $ 1,500.00 $ - 0.0% SUBMITTALS $ 8,00600 $ - 0.0% GENERAL CONDITIONS $ 5500.00 $ - 0.0% DEMOLITION&MODIFICATIONS _.__._._.__- ____- - -' -_____ .. -_ 02050 MISCELLANEOUS DEMO $ 12,500.00 $ - 0.0% _ 02050 STRUCTURAL DEMO � $ 17,850.00 $- - _ 0.0% _ __._._-__ 02050 ARCHITECTURAL DEMO $ 20,59500 $ - - 0.0% -___ _...___. ...-__.__ ._. -- --_ _. 02050 EQUIPMENT DEMO - $_ -2--0,-47-0.00_-___ _ $ - 0.0% _- - --- -SSSS 02050 MECIiANICAL DEMO $ 19,155.00 $ - 0.0% CO __ _NCRETEA___NCHO__RS _ . - SSS _. ___ --03252 - LABOR,MATERIAL,EQUIPMENT----- -- --$ ---- _---2,800.00 _-- ------ - - -- - _ $ ... CONCRETE&REINFORCEMENT 03300 LABOR,MATERIAL EQUIPMENT $ 20,000.00 $ - 0.0% _ _ _ SSSS__. _ _-_.-_.- _- 03300 REBAR_.__. -_ SSSS__$ _..__..... 1,500.00 --__ ..__._..-__--_._ ___._- $ - .__-_ 0.0% Page 9 of 30 10/31/95 SUB ITEM SUMMARY-SCHEDULE OF VALUES , -, S.E:S D.-,CONTRACT NO 94-3,(PART A) Peabody/Salem Pump Station Upgrade THIS PERIOD. ITEM DESCRIPTION SCHEDULED PREVIOUSLY WORK MATERLALS TOTAL APPROVED PERCENT NO. VALUE APPROVED IN PLACE STORED TO DATE COMPLETE ___ .__-._ -_--.-__--_._ _ _ _ _ 03300 RLBAR INSTALL - - $ 2,500.00 $ - 0.0% ___._ _ __________-__-_ ______ -.-- SSSS__ _.SSSS__..._-- __ _ -__-__.___ 03450 LABOR,MATERIALS,EQUIPMENT $ 500.00 $ � - 0.0% -__ _ ______ _USPS..________.____.__--___._- STRUCTURAL STEEL __.___-_ __._-_ _ _..SSSS_-.. _ __ ___ ___ ___ 05120 UNLOAD STRUCT.STEEL $ 200.00 $ � �- � � �_ 0.0% _ ___.__.___ -__-. __-___ SSSS _ _ __ _ _ _ __ 05120�� MOVING STEEL INSIDE BLD G. $ 1,00000 -- ---- �� 0.0% ._ ... _.._... __ _..___ ____-.__.___ 05120 INSTALL STUCTURAL SHEET 3A 03120- STRUCT.STEEL MAT'L.FURNISH � $ 5,308.00 $ �� -�-- -�-� - 0.0% ...._ _.. ..SSSS- _. ._._.._ __..._ ..SSSS__..__._ - _._.__...___.-._ __.._- __ _ __ _ _ .-__ - 05120 � SHOP PAINTING $ 500.00 $ � - 0.0% FLOOR ACCESS HATCH COVERS 0.0% CARPENTRY WORK __ __. _ _ _ _____.. . ._._.__ ______ -_ _--_-_ _.SSSS_ ____ ____- 06100- � MISC WOOD FRAMING $ 4,00000 $ _ - 0.0% _ __._ _ _- -.___._--__.__ _.SSSS__ __ STEEL DOORS&HARDWARE SSSS __ -f------j,-500-0-0 --.- - -_- -_-_ 08115 DOORS&FRAMES'.FURNISH $ 3,500.00-. $ - 0.0% SSSS SSSS _._._ ________ _ -- _.._..__.__ o O81 15 �DOORS:INSTALL�� $ 1,875.00 $ 0.0% __ SSSS _ --------- _ _ ___--__--..___ �08120 � FURNISH ALUM.DOORS&FRAMES $ 800.00 $ - 0.0% _ SSS _DOOR&FRAME 00 0.0% _ _ 350 _ _ SSSS_ 08120SINSTALL ALUM $ . $ - 08368 RB:R OVERHEAD OPERATORS $ - 5,500.00 $ - O.D% 08710 HARDWARE:FURNISH $ 1,750.00 $ - 0.0% -08110 FTN HARDWARE:INSTALL $ 1,250.00 0.0% -------- GLASS&GLAZNG ---- 3S 0-0.-0_008800ZING __ ---- - -_ ---_---- 0.0% G1 PPSUM WALLBOARD ___ __ -09230_ F&1 GYPSUM&GLASS FIBER WALLB $ 12,000.00 $ - 0.0% _ _.. .-._. ___._.-_SSSS_-___SSPE-- - _ -__- MISCELLANEOUSSPECIALITIES 10200...- INSTALI, 13'X4 LOUVER _--- _- -_- --__$ _-.I 500.00..- -- 10200 ---REPLACE BIRD SCREEN AT EX.LOU-- --- --- 8- --__--250.00 -- _--�--_-- ----------- -- -. .E -- -- 0.0% 10200 LOUVERS FURNISH $ 3,000.00 $ - 0.0% MECHANICALSYSTEMS 11288 r PSTAINLESS STEEL SLIDE GATES 40,202.50 EQUIMENT&MATERIALS'. $ O.O% INSTALLATION LABOR $ 23,750.00 $ 0.0% START-UP&TESTING $ - 1,000.00 $ 0.0% 0&M MANUALS $ - 1,000.00 ��L o $ - 0.0% i 1289 MODIFICATION OF EXISTING OPERATOR I EQUIPMENT&MATERIALS _. $ 6,84$.00 r $ - 0.0% MSTALLATION LABOR $ 4,547.00 $ - 0.0% START-UP&TESTING $ 250.00 $ - 0-0% Page 10 of 30 10/31/95 SUB.ITEM SUMMARY-SCHEDULE,OF:VALUES 1 ; S.E.S D CONTRACT 10 943(PART A) Peabody/Salel Pumpatiou Upgrade THIS PERIOD ITEM DESCRIPTION SCHEDULEDL4 PREVIOUSLY WORK MATERI.S TOTAL APPROVED PERCENT NO. VALUE APPROVED IN PLACE STORED TO DATE COMPLETE -- - 0&M MANUALS ---- $------ 500.00 11310 RAW SEWAGE PUMPS(including VFD's) EQUIPMENT&MATERIALS J $ 370,000.00 $ _ 00% _ INSTALLATION LABOR $ $,000.00 $ _ 0,0% START-UP&TESTING .Z $ 5,000.00 $ _ 0,0% MANUFACTURER'S TRAINING $ 1,000.00 $ - O.OY° O&M MANUALS _ $ 3,000.00 $ _ 0,0% 11331 INFLUENT MECH.BAR SCREENS EQUIPMENT&MATERIALS $ 425,000.00 $ - 00% t INSTALLATION LABOR $ 53,000.00 EXe C' $ _ 0.0% START-UP&TESTING $ 5,000.00 $ _ 0.0% MANUFACTURER'S TRAINING $ 5,000.00 $ 0.0% 0&M MANUALS $ 5,000.00 $ - 0.0% INSTRUMENTATION&CONTROLS 13301 f INSTRUMENTATION&CONTROLS EQUIPMENT&MATERIALS $ 105,500.00 1 $ 0.0% INSTALLATION LABOR y r $ 6,000.00 $ - 0.0% START-UP&TESTING $ 6,000.00 _ $ - 0.0% MANUFACTURER'S TRAINING $ 10,000.00 $ 0,0% O&M MANUALS $ 2,000.00 $ - 0,0% CONVEYING SYSTEMS 0.0% 14550 .BELTCONVEYOR (�9 EQUIPMENT&MATERIALS $ 34,300,00 $ - 0.0% J INSTALLATION LABOR 3,000.00 $ - 0.0% `L START-UP&TESTING 1 $ 500,00 $ QO% SMANUFACTURER'S TRAINING�.., $ 500.00 $ - 0.0% O&M MANUALS $ 500.00 $ 0.0% (PROCESS PIPING&VALVES 15053 DUCTILE IRON PIPE EKC L+ MATERIALS $ 110,000.00 $ 0,0°% INSTALLATION LABOR $ 40,000.00 $ 0,0% START-UP&TESTING $ 2,000.00 I $ _ 0.0% 15067 THERMOPLASTIC PIPE MATERIALS $ 1,300.00 ( $ - 0.Q% INSTALLATION LABOR $ 500.00 i $ - 0,0% START-UP&TESTING $ 200.00 $ - 0.0% 15094 PIPE HANGERS&SUPPORTS v Page 11 of 30 10/31/95 SUB ITEM SUMMARY—SCHEDULE OF VALUES . S.E.$D COPRACT NO 943(PART A)' Peatiody/5a�emumP S aon gide '- THIS PERIOD ITEM DESCRIPTION SCHEDULED PREVIOUSLY WORK i MATERIALS TOTAL APPROVED PERCENT; NO. VALUE APPROVEDIN PLACE STORED TO DATE COMPLETE MATERIALS $ 12,000.00 $ - p.o%a MSTALLADONLABOR $ X4,000.00 Z $ - 0.0% 15096 WALL PIPES FLOOR PIPES&SLEEVES + MATERIALS $ 3,000.60 r—4. $ _ 0.0 15099 VALVES&APPURTENANCES MATEMA S $ 72,000.00` $ _ 0.0% INSTALLATION LABOR $ 5,000.00 $ 0.0% ITEM IA SUBTOTAL $ 1,846,016.50 $ - - $ - $ _ p_p% BID ITEM IB(PART A) ROCK EXCAVATION $ - $ 4DIV/01 BID ITEM 1(PART A)TOTAL VALUE $ . -1,846,016.50 $ - $ $ - 0.0 BID ITEM 2(PART A)WORK OF THE FILED SUBCONTRACTORS ------- BID ITEM 2A(PART A)- ----- ARCHITECTURAL%MAS0NRY $ 37,50000 $ - $ - $ - $ - 0.0% -------- _BID ITEM 2B(PART MISCELLANEOUS METALWORK $ 82,320.00 $ - $ - $ - $ - 0.0% BID ITEM 2C(PART A) ROOFING AND FLASHING $ - $ - - $ - $ - gDIV/01 BID ITEM 2D(PART A) -_- - --_ -- ------- ------- WATER&DAMPROOFING,CAULKING $ 4,500.00 $ - $ - $ - $ - 0.0% BID ITEM-1f!PART A) PAINTING - - - - - - $ 32206.00 -$ - $-- - $ - --- $ --- - --- 0.0% Page 12 of 30 10/31/95 SUB ITEM SUMMARY mSCHEDULF OF VALUES S.E;S D CONTIfACT NO 943;(PART A) Peabody/Saem , ump Sia ibb Upgrade THIS PERIOD ITEM DESCRIPTION SCHEDULED PREVIOUSLY WORK MATERIALS TOTAL APPROVED PERCENT, NO. VALUE APPROVED IN PLACE STORED TO DATE COMPLETE BID ITEM 2F(PART A) -- PLUMBING --- _— -- $ 8,089.00 $ - $ —_---- $ - $ - 0.0% _ - 61D ITEM 2G(PART A) HVAC WORK $ 436,050.00 $ NC(.• - $ - $ - $ - 0.0% - --BID ITEh12H(PART A) ELECTRICAL WORK - - - $ 373,000.00 $ - $ - $ - $ - 0.0% BID ITEM 2(PAR"!A)7"OTAL VALUE S 973,665.00 $ - s TOTAL VALUE 94-3(PART A) s 2,819,681.50 s - s - $ Page 13 of 30 10/31/95 SUB ITEM SUMMARY-SCHEDULE OF VALUES N0,94-3 S.E.S.D.-C40 N* Ap,� dor CART B) s Oongo Facilf�y E" TBI$PERIOD ITEM DESCRIPTION SCHEDULED PREVIOUSLY WORK MATERIALS TOTAL APPROVED PERCENT NO. VALUE APPROVED M PLACE STORED TO DATE COMPLETE - ---- ------- ---�---- -- -- BID ITEM Y(PART B1 WORK OF THE GENERAL CONTRACTOR BID ITEM IA(PART BI -- --�- --- GENERAL CONDITIONS - -------�- - -- 01000 DONDS&INSURANCE E 15,000.00 S 0.0% - 01000 ENGINEERS OFFICES E 5,000.00 S - 0.0% 01000 SUPPLIES&MAINTENANCEE 2,500.00 S 0.0% 01000 SUPERVISORY SALARY E - 45,592.00 E - 0.0% 01000 UTILITIES E 4,000.00 0.0% 01000 - SANITARY FACILITIES f 500.00 E - 0.0% _ _ -- F_ _ __.._._......__.__-._-_ - -- 01000 SMALL TOOLS&FUEL S 2,500.00 S - 0.0% _.. 01000.__- SAFETY __-__ --._._._._.. --- - -. s___.- ...1.00000 .. __.__ _-- ___--__.__ ___� p�-_-._ __E__ ____- - 0.0% FRf�7F �•bltd5 ��a-/p---' 01000_..._ RU99I415ISPOSAL - ---- --- - -E.- - -2500.00. PNGLU.Q6_&_At11 49.B.Z¢�/g - AL ..6D.._--.f ... -- - 0.0% 01000 - TRANSPORTATION&PARKMG E 9,000.00 S - 0.0% 01000 EMERGENCY RESPONSE PLAN $ 1,000.00 $ 01000 PROGRESS PHOTOS S 1,200.00 S 01000 P7FERSTATE ENGINEERING CORP. MOBILIZATION $ 10,000.00 $ 0.0°% SUBhBTTALS E 20,000.00 f - 0.0% GENERAL CONDDIONS $ 30,000.00 E - 0.0% 01000 TOTAL MECHANICAL SERVICE CORP. MOBILIZATION E 1,500.00 $ - 0.0% SUBN=ALS $ 6,000.00 $ - 0.0% GENERALCONDITIONS E 16,000.00 $ - 0.0% DEMOLITION&MODIFICATIONS 02050 - DEMO SUBSTATION&FENCE S 5,000.00 E - 0.0% 02050 DEMO&CAP GAS PIPE E 1,500.00 S 0.0% __. BOILER ROOM DEMSTACK- _- .._ __ __._ -_- 02050 O MCL � S 2,500.00 E - 0.0% _ ___ ____ _ __ _ __ _ ___ 02050 �REMOVL CONDUITS � � E 1,250.00 S - 0.0% - 02050 DEMO SD7EWALKS 1,000.00 S - 0.0% 02050 REMOVE BITUM PAVING S 1,000.00 $ - 0.0% SI FE PREPARATION - __ - _ 02100 STRIP LOAM $ 100000 S - 0.0% 02500 STRUCTURE EXCAVATION $ 4,000.00 E - 0.0% 02200 WASTE OFF-SITE E 41000.00 02200 __.ORDINARY BACKFILL.. 5 _.__ .__--1.50000 f _. --_- 0.0% -_-02200 CRUSDEDSiONE_..._. $_. .. ........6.000.00 -_. - _. g - ---0.0% 02200 FINE GRADE ._..._..._ E.___. 1,000.00 S - 0.0% .. 02200 CONCRETE FILL 0 4,500.00. ..._._...-._�____ 5 -._ _._... 0.0% Page 14 of 30 10/31/95 1 SUB.ITEM SUMMARY SCHEDULE OF VALUES , S:E.S D COPITRACT NO 94 ARTB) .. a .e4 � i.kk t 6'• f y . 06i Control Facility"E" THI$PERIOD ITEM DESCRIPTION SCHEDULED PREVIOUSLY WORK MATERIALS TOTAL APPROVED PERCENT: NO. VALUE APPROVED IN PLACE STORED TO DATE COMPLETE 02200 DEWATERING _ NG I__._-___--_-.11.11_-- S 6,000.00 S - 0.0% SEDIM.&EROS CONTROL - - /NGL • 0.0% E 1NCONTROL_. 1...111. _]50.00-_ - S - 02270 @ROSIONL ___ _ _.R-O CDWAY_.,__-C_wURB_, 02575 WASHED STONEY E 1-1,0--01011..-0_0�----_�.._- E_1 11 - 0.0% 025BOLLARDS 2-,50_000 f 0.0% 0275 _ _GRA_N_IT_E-C__RB 0.0%_ 02>75 GRAVEL BASE E 1,250.00 S - 0.0% -____ 02575 LLDENSE GRADED $ 1,000.00 $ - 0.0% 02575 ' CONCRETESIDEWALK S 2,000.00 - E - 0.0% �--02575 BITUM PAVE-HANDWORK---- E_--- -- 1,000.00 --- ---- - _ - --- S ------- - 0.0% ___ _ - -02575 PAVEMENT MARKING S 400.00 E - 0.0% YARD PI PING _- 02600 REMOVE 8"DW&4"RL $ 1,250.00 `cxIc Z S - 0.0% 02600 INSTALL S"DW E 2,500.00 S - 0.0% 600 INSTALL 4"RL-PVC f 2,000.00 S - 0.0% 02 02600 MHS-CORE,ENCASE,PLUG S 1,000.00 $ - 0.0% 02600 4"WATER SERVICE S 2,500.00 $ - 0.0% _ _ _ - 02600 SCREENED GRA VEL S 750.00 E - 0.0% 02600 PIPE ENCASEMENT S 1,000.00 S - 0.0% 02600 4"UNDERSLAB PLUMBING - - S 1,000.00 $ - 0.0% 02600, MULTI-PIPE PLUMBING TRENCH S 2,500.00 S - 0.0% 02600 d ELECTRIC DUCTS E 7,000.00 E - 0.0% 02600 GAS METER E 500.00 - E - - 0.0% CONCRETE&REINFORCEMENT 03160 REBAR&MESH S 17,500.00 E - 0.0% 03200 TIE REBAR E 20,000.00 S 0.0% _ 1111_ _„_ _-- - 03300 CIP CONCRETE E 110,000.00 S - 0.- 0% __-24'D_--BL TEE_- _S -___ 03420 10 X 32"X S 17,500.00 S - 0.0 _._ -_ 1.111_ _ _ADA ___1.111-1111_-1111_- _----- -____________- 1111__._--_-_. - ._- 03420 UNLOAD AND SET S 2,500.00 /N-Z L , S - 0.0% -WE _ _ 07420 WELDING E 600.00 E - 0.0% _ 03420 DRYPACK rQ WALLS E 2,500.00 _ E - 0.0% CARPENTRY WORK OG 100 ROOF BLOCKING E 1,500.00 E 0.0% 06 IN TEMP DOORS,WEATHER PROT ETC S--500.00 EX C L• S - 0.0% _.___--_-___-______-_-_- M1IISC INSUL&VAPOR BARRIER ___.. -_ -_______-______AMI-ER - --07231 PERIMETER INSUL&VAP BARRIER S 500.00 S - 0.0% - 07231 VAPOOR BARRIER S 250.00 /N�� - S - 0.0% .__..08110. . .DOORS&FRAMES:FURNISH5...___-....__ 2,500.00 _E--_- - 0.0% 08110 DOORS:INSTALL FRAMES S 1,000.00 $ Page 15 of 30 10/31/95 SUB ITEM SU Y-SCHED�JLE OF VALUES S.E.S D COlyT�2ACT NO 04,3(PART B) a� Odor.Con�rol Fscihy."E"' THIS PERIOD ITEM DESCRIPTION SCHEDULED PREVIOUSLY WORK MATERIALS TOTAL APPROVED .PERCENT, NO. VALUE APPROVED IN PLACE STORED TO DATE COMPLETE -0010 HARDWARE:FURNISH S 1,500.00 S - 0.0% 08710 FM HARDWARE INSTALL 8 1,000.00 S - 00% MISCELLANROUS FINISHES 09215 VENEER PLAST GYPSUM SYST0.0% . .. __ _ . _. .. .% 09500 ACOUSTICAL PANELS 12,500.00 ��ViL f - 0.0.% 09722 SEAMLESS FLOORING E 4,000.00 $ - 0.0% 09825 STUCCO ON 2"INSULATION E 11,000.00 E - 0.0% MISCELEAN EOUSSPECIALITI ES 10200 LOUVERS:FURNISH $ 1,250.00 E - 0.0% 10200 LOUVERS:INSTALL E 750.00 f - 0.0% _ _ 10400-4 SIGNAGEa. $ 1500.00 EXG L . _ ' 10512 FIRE EXTINGUISHERS- - $ 750.00 //V 7- E - 0.0% MECHANICAL Sl'STEM_S 11246 CROSSLTNKED POLYETHYLENE TANKS EQUIPMENT&MarERIAIC - _j E 29,500.00 ' E - 0.0% INSTALLATION LABOR $ 7,500.00 S - 0.0% START-UP&TESTING -'+. $ 1,500.00 $ - 0.0% O&M MANUALS y $ 500.00 $ - 0,0% 11254' ACTIVATED CARBON ADSORPTION VESSELS EQUIPMENT&MATERIALS $ 185,000.00 $ - 0.0% INSTALLATION LABOR $ 30,000.00 - $ - 0.0% START-UP&TESTING _ $ 8,000.00 $ - 0.0% MANUFACTURER'S TRAINING $ 500.00 E - 0.0% 0&M MANUALS _ E 1,500.00 $ - 0.0% 11255 MIST CHAMBER-ODOR CONTROL REACTION CHAMBERS $ 74,000.00 �KQL E - 0.0% ATOMIZATION CHAMBER $ 15,000.00 $ - O.0% CHEMICAL METERING SYSTEM $ 15,000.00 $ - 0.0% CHEMICAL CONTROLS $ 12,000.00 $ - 0.0% ELECTRICAL CONTROLS $ 15,000.00 S - - 0.0% WATER SOFTENER SYSTEM $ 7,500.00 $ - 0.0% AIR COMPRESSORS $ 41,700.00 $ - 0.0% MIST ELIMINATION SYSTEM $ 7,800.00 $ - 0.0541 SUBMITTALS&ENGINEERING $ 20,000.00 $ - 0.0% INSTALLATION LABOR $ 5,000.00 $ - 0.0% START-UP&TESTING $ 3,000.00 $ - 0.0% MANUFACTURER'S TRAINING $ 2,000.00 $ - 0.0% • O&M MANUALS $ 2,000.00 $ - 0.0% 11256 PROCESS AIR STACK EQUIPMENT&MATERIALS S 61,000.00 $ - 0.0% INSTALLATION LABOR $ 5,500.00 S - 0.0% Page 16 of 30 10/31/95 4. SUB ITEM SUMMARY SCHEDULE.01VALUES S.E.S D yCONTRACT NO f 93 tP�iRT tw r ,IF4.arrNr. „ Odor'C6i1trol Facile "E THIS PERIOD a : ITEM DESCRIPTION SCHEDULED PREVIOUSLY WORK MATERIALS .TOTAL APPROVED .PERCENT, NO. VALUE APPROVED IN PLACE STORED - TO DATE COMPLETE START-ue&rPsnNG -"'3 $ 2,000.00 $ - 0.0% MANUFACTURERS TRAINING $ 1,000.00 . $ - 0.01A O&M MANUALS S 500.00 S - 0.0% 11260 � ODOROUS AIR CONVEYING SYSTEM FRPDUC ORKMATERIALS S 224,000.00 $ - 0.0% FAN EQUIPMENT&MATERIALS $ 60,500.00 $ 0.0% COIISEQUMMENT&MATERwS $ 22,000.00 ESICL• $ 0.0% SILENCER EQUIPMENT&MATERIALS $ 15,000.00 $ - 0.0% INSTALLAnONLABOR $ 70,000.00 w $ 0.0% STARTUP&TESTING $ 12,000.00 S 0.0% MANUFACTURER'S TRAINING $ 4,000.00 $ - 0.0% O&M MANUALS $ 2,500.00 $ - 0.0% 11761 FIRST AID KITS $ 200.00 E - 0.0% FURNISHINGS 12690 FLOOR MATS S 250.00 /N E - 0.0 SPECIAL CONSTRUCTION 13301 i INSTRUMENTATION&CONTROLS }EQUIPMENT&MATERIALS ,$. E 63,300.00 - $ - 0.0% INSTALLATION LABOR 1y $ 1,000.00 $ - - 0.0% START-UP&TESTING E 8,000.00 $ - 0.0% MANUFACTURERS TRAINING '4 E 6,000.00 $ - 0.0% 0&M MANUALS E 2,000.00 $ 0.0% (PROCESS PIPING&VALVES s 15061 1 STEEL PIPE&FITTINGS EQUIPMENT&MATERIALS $ 3,500.00 $ - 0.0-A INSTALLAnON LABOR - E 1,000.00 $ - 0.0% START-UP&TESTMG $ 500.00 $ - 0.00/0 15063 COPPER PIPE&FITTINGS EX C L. EQUIPMENT&MATERIALS $ 7,500.00 $ - 0.0% INSTALLATION LABOR $ J 1,500.00 $ - 0.0% START-UP&TESTING $ -1,000.00 $ - 0.0% 15064 - PLASTIC PIPE&FITTINGS EQUIPMENT&MATERIALS - $ 32,500.00 $ - O.W. MSTALLATION LABOR $ 6,000.00 $ - 0.0% START-UP&TESTING $ 1,500.00 $ - 0.0% 15100 VALVES EQUIPMEM&MATERIALS $ 16,000.00 $ - 0.0% INSTALLATION LABOR $ 3,000.00 S - 0.0% START-UP&TESTING $ 1,000.00 $ - 0.0% O&M MANUALS E 700.00 .S - 0.0% 15120 PIPING SPECIALTIES Page 17 of 30 10/31/95 SUB ITEM SUMMARY SCHEDULE 43F VALUES &E-SA -CONTRACTNO. 01 ART B) Odor on rolpFRclldy THIS PERIOD ITEM DESCRIPTION SCHEDULED PREVIOUSLY WORK MATERIALS TOTAL APPROVED PERCENT NO. VALUE APPROVED INPLACE STORED TO DATE COMPLETE -- -- (EQUIPMENT&MATERIALS------------------ -- — $ 3,000.00 $ - 0.0% I INSTALLATION LABOR `J E 1,000.00 $ - 0.0% START-UP&TESTING ^ E SOO.00 S f - 0,0% O&M MANUALS 1 $ 500.00 °� `CxCL , E - 0.0% 15140 "- PIPE HANGERS&SUPPORTS t EQUPMENT&MATERIALS $ 27,000.00 $ - 0.0% INSTALLATION LABOR E 18,000.00 f - 0.0% 15250/15255 THERMAL INSULATION&ACOUSTICAL LAGGING EQUIPMENT&MATERIALS f 5,000.00 GL. $ - 0.0% INSTALLATION LABOR $ 2,000.00 $ - 0.0% ITEM IA SUBTOTAL $ 1,633,992.00 $ is - E - S - 0.0% ._—..I—_ BID ITEM1I B(PART B) ROCK EXCAVATION $ 28,750.00 BID ITEM I(PART B)TOTAL VALUE - S 1,662,742.00 $ - S - S - $ - 0.0% BID ITEM 2(PART B)WORK OF THE FILED SUBCONTRACTORS ---- BID ITEM1I SA(PART B) -- ARCHITECTURAL MASONRY $ 75,000.00 $ - $ $ - E - 0.0% BID ITEM 2B(PART B) MISCELLANEOUS METALWORK $ 20,J50.00 $ - E - E - - 0.0% ROOFING AND FLASHING E 67,900.00 $ / , - E - E - $ 0.0% WATER&DAIv1PROOFING,CAULKING $ IO,I65.00 S - $ - $ - $ -- ---- BID-ITEM 2E(PART BI — — -- -- — - --- ---_----- PAINTING $ 16,828.00 $ - $ - $ Page 18 of 30 10/31/95 SUB ITEM SUMMARY-SCHEDULE OF,VAL,UES S.E.S.D.-CONTRACT NO.94-3(PART B) Odor Control Facility"E" THIS PERIOD ITEM DESCRIPTION SCHEDULED PREVIOUSLY WORK MATERIALS TOTAL APPROVED PERCENT NO. VALUE APPROVED INPLACE STORED TO DATE COMPLETE 61D 1i'ENI 2F(PART Bj_---- PLUMBING. _.--- s __ 47,844.00. E— - b - s - 5---__._.— - 0.0% I31D 1'fEh12C(PART BI HVAC WORK - ' S 179,000.00 S - 5 - S 5 - 0.0% _ CI CCI RICAL WORK - � - -- 8 140 000.00 $ -- -_..8 - - - - --- -$ - - $ BID ITEM 2(PART B)TOTAL VALUE $ 757,487.00 S - s - s - s - 0.0% I TOTAL VALUE 94-3(PART B) s 2,420,229.00 s - s - s - s I Page 19 of 30 10/31/95 E&L Masonry SUB ITEM SUMMARY-SCHEDULE OF VALUES S.E.S.D.-CONTRACT NO.94-2&94-3 Masonry-E&L Masonry Corp. THIS PERIOD DESCRIPTION SCHEDULED PREVIOUSLY WORK MATERIALS APPROVED PERCENT VALUE APPROVED IN PLACE STORED TO DATE COMPLETE CONTRACT 94-2(PART A) Primary Facilites UEXrode GRIT BUILDING] ;'CMU E 37,50000 S - 0.00% ',SOFT E - NDIV/0! BRICK S - NDIV/01 (LABOR S - NDIV/0! MISC. S - NDIV/0! 9d-TA-SUBTOTAL $ 37,500.00 S - - E - E - 0.00% I CONTRACT 94-3(PART A) - Peabodv/Salem Pums Station INFLUENT PUMP STATION I !CMU E 37,500.00 S - 0.00% SOFT S - NDIV/01 BRICK S - gDIV/01 !LABOR S - NDIV/0! ;MISC. S - NDIV/01 94.3A-SUBTOTAL S 37,500.00 S - - S - S - 0.009A I CONTRACT 943(PART B) Odor Control Facility"E" FAN BUILDING I jCMU S 45,000.00 $ - 0.000/a PSGFT S - NDIV/01 !BRICK S - NDIV/01 LABOR $ - 9DIV/01 ;MISC. S - 4DIV/01 CHEMICAL BUILDING ; CMU $ 20,000.00 S 0.00% ISGFT S - 9DIV/0! BRICK S - NDIV/01 !LABOR S - NDIV/01 MISC S - NDIV/01 INFLUENT PUMP STATION I 'CMU S 10,000.00 S 0.00% I SGFT $ - NDIV/01 '..BRICK S - 4DIV/01 ]LABOR $ - 4DIV/01 MISC. S - 4DIV/0! 94-JB-SUBTOTAL $ 75,00000 $ - E - $ - S - 000% CONTRACT TOTALS S 150,000.00 S - $ - S - S - 0.00% SCHEDVAL.XLW Page 20 Capco SUB ITEM SUMMARY-SCHEDULE OF VALUES S.E.S.D.-CONTRACT NO.94-2&94-3 Miscellaneous Metals-Capco Steel Corp. TRIS PERIOD DESCRIPTION SCHEDULED PREVIOUSLY WORK MATERIALS APPROVED PERCENT VALUE APPROVED IN PLACE STORED TO DATE COMPLETE CONTRACT 94.5(PART A) Primary Facilties Upgrade GRIT BUILDING ISEPTAGE$TAIRRAILINGS T-4,260 00 4 _ 000% PIT FRAME&GRATE S 2,560.00 $ - 0.00% SEPTAGE PUMP RAILINGS -f-3,280 00 S - 0.00% ALUMINUM RAI,S I7A E 2,230.00 S - 0.00% SS GUARDPOST S 8,860.00 $ - 000% ALUMINUM RAILS S 1,320.00 8 - 0.00% GRATING 18A -EL S - 0.00% GRATE&FRAMING --t--2,050 00 $ - 0.00% j ALUMINUMRAI.I9A b 6,310.00 $ - 0.00% ALUM11GUARD US 19A S 5,140.00 $ - 0.00% ALUMINUM RAILS 20A S 10,740.00 $ - 0.00% iSS CHAINS 20A $ 1,180.00 $ - 0.00% !GRATE&FRAMING 20A -T-25 160 00 S - 0.00% !RISER INFILL 8A $ 4,800.00 $ - 0.00% l ALUMNUM-RAILS -j-2 650 00 $ - 0.00% 1 FLOOR PLATE&FRAME $ 4,510.00 S - 0.00% ;SUBMITTALS&ENGR'G $ 16,490.00 S - 0.00% j SUPPORT GRATING 10A $ 4,030.00 $ - 0.00% l PL SEC 1/11/11 SI IA S 1,450.00 $ - 0.00% 94-SA-SUBTOTAL S 108,130.00 $ - $ - $ - $ - 0.00% CONTRACT 94-3(PART A) Pea6ody/Salem Pump Station INFLUENT PUMP STATION I DOORFRAME2A $ 1,640.00 $ - 000% PRECAST PANEL ANCHORS $ 170.00 $ - 0.00% ;RISER INFILL 3A $ 4,630.00 S - 0.00% !GYPSUM SUPPORT ANGLE S 3,090.00 $ - 0.00% !RISER INFILL 4A -f-3 980 00 $ - 0.00% !SUMP COVER&LINING $ 3,360.00 $ - 0.00% lCHK'D FLOOR PLATE -f-8,0 10.00 S - 0.00% TAB PLATES HOLDDOWNS E 1,450.00 $ - 0.00% lSUBMIMS&ENGR'G -S-1 7,560 00 $ - 0.00% �ALUMINUMRAILS $ 3,82000 $ - 0.00% !SAFETY GUARDS $ 8,650.00 $ - 0.00% !MOTOR SUPPORT BASE $ 11,530.00 $ - 0.00% ALUMINUM RAILS -§---6 3 00 00 $ - 0.00% lTRUCKWAYSTAIRN03 S 3,100.00 $ - 000% EXTERIOR STAIR NO.4 $ 5,030.00 S - 0.00% 94-3A-SUBTOTAL $ 82,320.00 $ - $ - $ - $ _ 0.00% SCHEDVAL.XLW Page 21 Capco SUB ITEM SUMMARY-SCHEDULE OF VALUES S.E.S.D. CONTRACT NO.94-2&94-3 Miscellaneous Metals-Capco Steel Corp. THIS PERIOD DESCRIPTION SCHEDULED PREVIOUSLY WORK NMERIALS APPROVED PERCENT VALUE APPROVED INPLACE STORED TO DATE COMPLETE CONTRACT 94-3(PART B) Odor Control Faciliry SITE&YARD BOLLARDS S 7,740.00 S - 0.00% FAN BUILDING LOOSELB4TELS E 2,170.00 S - 0.00% DUCT SLEEVEIFRAME E 1,640.00 E - 0.00% CHEMICAL BUILDING LOOSE LINTELS If 1,640.00 $ - 0.00% ALUMINUM LADDER $ 1,095.00 $ - 0.00% �ALUMINUMRAILS $ 2,245.00 S - 0.00% INFLUENT PUMP STATION ;LOOSE LINTELS E 880.00 E - 0.00% IALUMINUMLADDER E 1,095.00 $ - 0.00% !ALUMINUM RAILS E 2,245.00 S - 0.00% 94.311-SUBTOTAL E20,750.00 $ - $ - S - S - 0.00% i CONTRACT TOTALS is 211,200.00 1 S SCHEDVAL.%LW Page 22 r Greenwood SUB ITEM SUMMARY-SCHEDULE OF VALUES S.E.S.D.-CONTRACT NO.94-2&94-3 Roofing Systems-Greenwood Industries Inc. THIS PERIOD DESCRIPTION SCHEDULED PREVIOUSLY WORK MATERIALS APPROVED PERCENT VALUE APPROVED INPLACE STORED TO DATE COMPLETE CONTRACT 94-2(PART A) Primary Facilfier UPnrade GRIT BUILDING I Roofing Material S-75000, $ Roofing Labor $ 75000 $ - 0.00% 94-2A-SUBTOTAL $ 1,500.00 S - $ - E - $ - 0.00% I CONTRACT 943(PART A) Peabody/Salem Puma Station INFLUENT PUMP STATION Roofing Material b - $ - #DIV/0! Roofing Labor $ #DIV/01 I 943A-SUBTOTAL E _ s S _ S $ pDIV/01 CONTRACT 94-3(PART B) Odor Control Facility"E" FAN BUILDING Roofing Material S - pDIV/01 Roofing Labor S - 4DIV/01 CHEMICAL BUILDING i Roofing Material E - #DIV/01 Roofing Labor $ - %DIV/01 I INFLUENT PUMP STATION Roofing Material $ 67 90000 $ - 0.00% Roofing Labor $ - #DIV/01 i 94-3B-SUBTOTAL S 67,900.00 S - $ - $ - $ - 0.00% CONTRACT TOTALS T 69,d00.00 S - S - S - S SCHEDVAL.%LW Page 23 DeBrino SUB ITEM SUMMARY-SCHEDULE OF VALUES S.E.S.D.-CONTRACT NO.94-2&943 Caulking&Sealants-DeBrino Caulking Assoc. TMs PERIOD DESCRIPTION SCHEDULED PREVIOUSLY WORKMATERIALS APPROVED PERCENT VALUE APPROVED IN PLACE STORED TO DATE COMPLETE CONTRACT 90.2(PARTA) Primary FacildUpgrade GRIT BUILDING CAULKING $ 3,435.00 S - 0.00% DAMPPROOFING S - S - HDIV/01 SEALER E S - NDIV/01 FLASHING E - E - gDIV/01 94-2A-SUBTOTAL E 3,435.00 S - f - S S - i CONTRACT 94-3(PART A) Peabody/Salem Pump Stadon INFLUENT PUMP STATION CAULKING -S-4,500 00 E - 0.00% DAMPPROOFING E - S - gDIV/01 SEALER E - E - MDIV/01 FLASHING E - f - #DIV/01 94-3A-SUBTOTAL S 4,500.00 E - S - s E CONTRACT 94-3(PART B) Odor Central Fae,[,,,"FF FAN BUILDING CAULKING S-3 500 00 E - 0.00% DAMPPROOFING S 500.00 E - 0.00% SEALER S 700.00 S - 0.00% ,FLASHING S 1,750.00 S - 0.00% CHEMICAL BUILDING �ICAULKING $ 1,750.00 $ - 0.00% 'DAMPPROOFING $ 300.00 S - 0.00% SEALER S 200.00 S - - 0.00% FLASHING $ 750.00 S - 000% INFLUENT PUMP STATION CAULKING S-615 00 S - 0.00% DAMPPROOFING $ - $ - 9DIV/01 'SEALER E 100.00 E - 0.00% FLASHING S - b - 9DIV/01 I 94-311-SUBTOTAL E 10.165.00 S - $ is - 0.00% CONTRACTTOTALS S 1&100.00 S - S - S - S - 0.00% SCHEDVAL.XLW Page 24 J.W. Egan SUB ITEM SUMMARY-SCHEDULE OF VALUES S.E.S.D.-CONTRACT NO.94-2&94-3 Field Painting-J.W.Egan Co.Inc. THIS PERIOD DESCRUMON SCHEDULED PREVIOUSLY WORK MATERIALS APPROVED PERCENT VALUE APPROVED IN PLACE STORED TO DATE COMPLETE CONTRACT 9d-2(PART A) Primary Facilties Upgrade GRIT BUILDING $ 32,206.00 94-2A-SUBTOTAL $ 32,206.00 E - $ - $ - S - 0.00% CONTRACT 94-3(PART A) Peabodv/Salem Pump Station INFLUENT PUMPSTATION $ 32,206.00 i 94-3A-SUBTOTAL $ 32,206.00 S - S - $ - $ - 0.00% CONTRACT 94-3(PART B) Odor Control Facility"E" FAN BUILDING S 16,828.00 CHEMICAL BUILDING INFLUENT PUMP STATION II 94-3B-SUBTOTAL $ 16,828.00 $ - S - $ - is - 0.00% CONTRACT TOTALS S 81,240.00 is - $ - S - $ - 0.00% SCHEDVAL.XLW Page 25 / Ferris & Mahoney SUB ITEM SUMMARY-SCHEDULE OF VALUES S.E.S.D.-CONTRACT NO.94-2&94-3 Plumbing-Ferris&Mahoney Co. THIS PERIOD DESCRIPTION SCHEDULED PREVIOUSLY WORK MATERIALS APPROVED PERCENT VALUE APPROVED IN PLACE STORED TO DATE COMPLETE CONTRACT 942(PART A) GRIT BUILDING v F Unende GRIT DEMOLITION $ 4,5W.W S - 0008 CORE DRILLING S 5,000.00 S - 0,00°/. IS kN—.WASTE&VENT 3—64W W S - 0w/.. ELEC.WATER FRiATER S 1,000.00 S - 0008 WATER PIPE&ACCESS S 3,00000 FLOOR DRAINS S - S - 4DIV/01 942A-SUBTOTAL S 20,90000 S - $ is - $ I CONTRACT 943(PART A) Pe.bodv/SsIon Pump Station INFLUENT PU P STATION DEMOLITION S - S - pDIV/01 COREDRILLMG S 3,00000 $t$ —ID 000°hAN.WASTE&VENT S 4,58900 pOp.ELEC.WATER TREATER E - 0!WATER PIPE&ACCESS S 01FLOORDRAINS S 50000 Ow/.91-3A-SUBTOTAL 3 8,08900 S - S - E - gu/.CONTRACT 944(PART B) Facility"E"SITE&YARDWORK I SAN.WASTE&VENT S 13,00000 0,"KACID WASTE&VENT S 4,M,W Ow/.FAN BUILDING SAN,WASTE&VENTN!I ACM WASTE&VENT /p!FLOOR&ROOF DRAINS O! WATER PIPE&ACCESS $ - pDIV/01 CHEMICALBUILDMG ISAN.WASTE&VENT $ - pDIV/01 ,ACm WASTE&VENT $ - 4D1V/01 FLOOR&ROOF DRAMS E - pDIV/01 WATERPIPE&ACCESS S - YDIV/01 i INFLUENT PUMP STATION COREDRILLING $ 6,(X*,W S - O"/6 USAN.WASTE&VENT S - 4DIV/01 ACID WASTE&VENT $ - pDIV/p! lEMER.WATER TANKS $ ],500.00 S - OOOY. WATER PIPE&ACCESS $ 7.50000 E - 000°/. FIRE SPRINKLER SYS. S 330000 E - 0.008 !GAS PIPING S 554460 E _ 00p.j 9448-SUBTOTAL S 47,844,00 E - S - S - S - 000°/. CONTRACTTOTALS S 76,833.00 S - S - S - S - 0.00% SCHEDVAL,SLW Page 26 SUB ITEM SUMMARY-SCHEDULE OF VALUES S.E.S.D.-CONTRACT NO.94-2&94-3 H.V.A.C.-Interstate Engineering Corp. - Prnmtly BWnn ITEM Pmvoe TO Bet- TAie S1ond TmT-9Penin[ NO. OFSCRIPIION TASK AMOUNT ApplinaaR ApPBution, AfAhriPls C9mpltld CompMe PivBh 5%=- A B C D E F G H 1 J K (N91Eor Ft HVAC-94-2(Part A) OIwU MOBILIZATION f5,000.w "Oo 0.00% SS,Ow.W $000 013M SUBMITTALS $7150OW 5000 Ow%. S7,30O.W SOW 01000 GENERAL CONDITIONS $9,SWW SOW OwY. $9.300.0() 5000 15SM HEATING EQUIPMENT&COILS TRAMING 52,000.00 SOW 000%. S2.WO.W IOW 15700 UNIT HEATERS MATERIALS f1 Mw SOW O.Wh f17,OW.w SO.w LABOR S2,OW.W Sow 0.00% S2Do0.W $0.00 START-UPIE.STING 55W.w SOW 000% $5w.w sow O0804 NUALS $50(1,00 f0.w 0.W% 55w.w sow 15]]0 ELECFRICHFATERS MATERIALS P,5w.w so.00 0w% usW.w s0.w LABOR !!Wsow O,W% $500 DO SO.W START-UP? STING SSw.w -so DO 000% sSwoo Sam 15]]5 PUMPS &M OMANUALS $500,00,00 SOSO WW 0.00% s5WW MATERIALS T6,000.00 SOW OW% $6,WO.W SB.w LABOR $500.00 so 00 000% $500.00 $000, START-UPrtMG SLMOD Sot, 000% $I,000O0 W.W. 0&MMANUAU 5500.00 000/. 5500.00 s0.w 15]]6 CONDENSATE SYSTEM MATERIALS s9,000.W 50.00 000% S9,OOOoo SOW LABOR S2.Uw 00 so DO 000%. 52.000.W sow START-UPIT-STING SSWW SOW 000% S500 00 $0.00 O&M MANUALS SSWW SOW 000% SSw.w SO.w 15]]8 HEATERCHANGERS MATERIALS T6,000OO f0.W 0.00% $6,000.00 s0.w LAB--- fLoo0.w fO.W 000% T1Wo.w sow START-UPHT-STMG SSWW ID.W 000Y. $500.00 Wool O&M MANUALS SSW.w SOW 000Y. SSw.w SO.w 15779 PIPE.VALVES&ACCESSORIES MATERIALS 550,5W.W SB.W 000% 350.500.0) SO.w LABOR 515,000.00 fO.w 0.00% f15,W0.W 50.w START-UPIFSTMG S2,OOO.w -so 000% 52000.00 $0,00 WATER TREATMENT SI,Sw.w TOW 000% 51.50000 SOW 15794 PIPESLEEVFS MATERIALS $2W.00 -so 00014 S2W W $O W LABOR SSWW sow 0.00'A S5w.DO sow 137% HANGERS MATERIALS S3,NE,W SOW Ow% 53,000.00 sow LABOR 3200000 SOW ON% SLOW 00 SOW 15801 AIR HANDLING UNITS MATERIALS S96,Wv1.W sow O.w% $96MI 00 so DO LABOR 512,00000 SOW UW% 512,00000 $0.00 START-UPfUFSTING SIMM Sold ON% SIMOO SOW O&MMANUAU $1000.w SO00 000% SLMOO Iow 15802 ACSPLITSYSTEM MATERIALS 56,000.00 SOW OW% 56,000.011 sow LABOR $I,000.W SOW 11 W/. $1000,00 SOW O&M MANUALS SSWW SOW OW% $SWW s0.w 15820 AIR FILTRATION UNITS MATERIALS 512.500.00 5000 000% 512.500W $O.w LABOR $1.50000 Sow 0W% $1,500.00 SOW START-VPIESTMG $50000 SOW 0"A 5500.00 Sow O&MMANUALS $SW.W SOW 000% $500.00 sow 15822 FANS MATERIALS 526,500.00 sow 000% 526.500.00 SO.w TABOR 52.000.00 sow 000% 52000.00 SO.w START-UPIES]TNG SI,000.w so00 O.w% SIW0.00 SO.w 0&M MANUALS fSW.w Sow Ow% SSwW SO.W 0856 INSULATION MATERIALS TIO.SUO.UO Sow OW% SIU50000 sow LABOR $4,500,08SOW 0W°G $4s00w SOW 13x59 DUCFWORWMETAVFRP MATEMALS 35],000.00 $OW 000% $57.UWW DILA LABOR $140,100.00 $O00 000% $140,00000 SOW START-UP/IF_STMG $2.000.00 $0.00 Ow°A S2WO.w SOW I5891 VIBRATION 57$000 5000 0.W PL $75000 SOW 15992 DALANCINC52.000.00 $0W OW% 52000.00 so 00 15933 AUTOMATIC TEMPERATURE CONTROL MATERIALS SI27.5wW SOW 0001% S127.50000 SOW LABOR 5611.w0.00 Sow 0,001% S60MW SOW START-UP/IESTING $10,000.00 -SON 000% S10,OW W Sow 0LM MANUALS 3250000 SOW 000% $2500W SOW SUBTOTAL2A 5727.950.00 $0.00 Sow SO.w 5090 ..w% 5727,950.00 SON SUB rrEM SUMMARY-SCHEDULE OF VALUES S.E.S.D.-CONTRACT NO.94-2&94-3 H.V.A.C.-Interstate Engineering Corp. Prs fly 0elena ITLAS Pmi9w Thie Ston T9W Pemnt To Releivee NO. DFSCRIPTSON TASK AMOUNT Appiiafi9n AppRaaen I McWieB C9mplefrd C9mplae Pia'�h 3% A B C 0 E F G N 1 J K Mo B."I HVAC-94-3(Part A) 51000 MOBILIZATION -S2 SW 50.00 OO f2,5WW S0900 013W SUBMITTALS 53.50000 SUW 0WN. $3.5WW SOW 91000 GENERAL CONDITIONS ST000.W SOW O.WK SI,OWW SUW I57W UNIT HEATERS MATERIALS 57,WO.WI -SON 000°. S].WODO SON LABOR SIOWN SOW 0WlA SLOW.W SOW START-UP/ STMG 550000 so w 500°. 550000 SUW 0&M MANUALS 55WW SO.W 0.WA 5500.00 SO" 15]]9 PI PE,VALVES&ACCESSORIES MATERIALS 516.]1000 50.00 0.00% S36,7I0,W 50.00 LABOR $111.OW.W 51100 1 ILW% SIO,WO.W SO.W START-UP?STING SI.5W.W SOW 0W% 51,50000 5000 WATE0.TRFATMEW SI,ONW fBW 000% SLOWW SOW 15790 PIPESLEEVES MATERIALS SINN L3.W RW% SIW.W $0.00 LABOR 52W.W 50.00 500% 15M HANGERS $200.00 50.00 MATERIALS SI.2W.W SOW 000% 51,200.00 50.00 LABOR MOON 50.00 O.W% 15801 AIR HANDLING UNITS $500.00 5000 MATERIALS 578,00OW SUW 0 W. S]ILOOO W $U W LABOR SIO.WO.W SOW O.W. smom.W 50.00 START-UP/ STMG SI JIOO,W SDW U.W. SI.OW.W 50.00 O&M MANUALS SIMO.00 SUW 0.00% SL000.00 SO.W 15820 AIR FILTRATION UNITS MATERIALS f12.5W W 5000 O.WA $12,SW1900 50.00 LABOR SLSW.W 50.00 WW% SI,SWW 50.00 START-UP/ STING 15W.00 50.00 0.00%I S5W.00 5000 O&M MANUALS 5500.00 SU W O.N% $500.00 sow 1552] FANS MATERIALS 513,UW.W 5000 0.00% $13.MOW SO.W LABORSI WO,W SOW ON% SLOOBW SOW START-UP/IESTMG SSOO.W 50.00 O.W% $500.00 SUW 0&M MANUALS 5300.00 SOW O.W% 5500.00 SOW 15856 INSULATION MATERIALS W so 00 000% E].]90.00 SOW LABOR $3,NoW $000 -0 W% S3,0WW 50.00 15858 DUCTWORK/METAL/FRP MATERIALS S33.ONW 5000 UW. S33,000.W SO00 LABOR SfO.SW W SOW 000% 58050000 5000 START-UP/IESTMG E1.5O0.W SOW 0W% 51.500.00 SUW 13891 VIBRATION S750M 50.00 UW% S75000 SU UO 15892 BALANCING SIA00.W SOW 0.W% SLOW.W SUW 15933 AUTOMATIC TEMPERATURE CONTROL MATERIALS 572.00000 $UW 0W $72.NO.W $UW LABOR $34.5W.W 5000 DW% S34,5W W 5000 START-UP/TESTING SLOW W $0.00 O WMA $7.M.W 5000 O&MMANUALS S1.500W 50.00 UW'. SL5W.W 3.-W - SUBTOTAL 90.3A H16.osaw $0.00 50,00 30.00 $0.00 &WA 5856"150.00 30.00 -SUB ITEM SUMMARY-SCHEDULE OF VALUES S.ES.D.-CONTRACT NO.94-2&94-3 HVAC.-Interstate Engineering Corp. P.0, BJu14e ITEM Previom Thu sft J T.W Pa To pnJv�Se NO. DESCRIPTION TASK AMOUNT Ap Ratim Appnuaan N wiN C.WId d C. 1. FbdA 5% A B C D E F G H 1 J K (NOIEarFl HVAC-94-3(Part B) 01000 MOBILIZATION f2,W0.W SD.W -0 W%P74 SOW a 13W SUBMITTALS 13,000A0 SB.W —0W% TOW 01000 GENEMLCONUITIONS N,WO.W SOW 0W% SO.W 13505 PIPEVALVES&ACCESSORIES MATERIALS S]d 000.W SOW 0W°. SO.W START-UP?ESTING $5.000.W SOW _0.WY. SOW 15541 PUMPS MATERIALS 59,OW.W SOW UW°. $ W SOW START-UPITESTING SI.WO.W SOW OW% $ W SO.W TMMMG fSW.W SOW UW% W So.W 0&M MANUALS SSW.W O—A SSW.W SOW 15545 CHEMICAL TREATMENT MATERIALS SI,WO.W SOW O". SIOW00 SOW START-UP/IESTMG SI,000.W SO.W 0 si.mW SOW TRAINING SSWW ON 000% SSWW SO.W 0&M MANUALS SSWW SO.W OW. SSWW SOW 15550 HEATING EQUIPMENT&COILS MATERIALS SIO.WO.W SO.W —0 w% SIU.OW.W SOW START-UPITESING SI.OW.W fO.W OWY. SI.OW.W SOW TRAINING SSW.W SU.W 0WY° SSW.W SOW O&MMANUALS SSW.W SOW I1 W% SSWW SOW 15555 BOILERS MATEMALS S26,5W.W $OW 0W% 526.5W.W SO.W START-UF I STING SZWO W $OW 0W% 52.OW.W SON TRAINING SSW.W SOW OWY. SSW.W SOW O&MMANUA" $1,NOW SOW O.WY. SLOW.W W.W 15855 AIR HANDLINGUNITS MATERIALS SIO,SW.W SOW OW% SIO.SW.W SOW START-UP,TESTING $1.".W —$0 W OWY. SI.WO.W Sam TRAINING SI,WO.W SOW -0 WA SI,WO.W SO.W O&M MANUALS SSW.W SOW OW% SSW.W Sow 15860 FANS MATERIALS $7.003,00 SOW UW% 51.00O.W SOW START-UPMSTMG SI,WO00 SOW 0WA SI,000.w SO.W TRAINING SSW.W SOW -0 00% SSWW SOW O&M MANUALS - S5WW SOW OWY. SSWW SOW 15894) DUCTWORK NTA ALSAABOR S30,WO.W —so W 0W% S30.OW W "m 15950 AUTOMATIC TEMPERATURE CONTROL MATERIALS SI66,5W W $O.W OW% $166,3W.W Sow START-UP/TESHNG $3,000.W SOW OW°. 9.WO.W SO.W TRAINING SSW.W SII W 0W. $5W W $OW O&MMANUALS 53.OW.W SOW ii II OOY° V3MW SOW INSULATION MATERIALSA BOR S],SW.W SO.W OW% S].5WW "N15990 BALANCING MATEMAIS/LABOR S2.5WW SOW B.W% 52.5W.W SOW SUBTOTAL30 9]9,OW.W 50.W 0.00% 919,000.00 50.00 I TOTAL CONTMCP VALUE S1,513,OW.W SO.W SON SO.W I SO.W O.W%' fl}13,OW.W SO.W I i Richardson SUB ITEM SUMMARY-SCHEDULE OF VALUES S.E.S.D.-CONTRACT NO.94-2&94-3 Electrical-Richardson Electrical Corp. THIS PERIOD DESCRIPTION SCHEDULED PREVIOUSLY WORK MATERIALS APPROVED PERCENT VALUE APPROVED IN PLACE STORED TO DATE COMPLETE CONTRACT 94-2(PART A) Primary Facilties Upgrade GRIT BUILDING! Embedded Conduit $ 450.00 $ _ 000/. Gounding Systems $ 80000 $ - 0.00% 1/2%1"Conduit $ 62,500.00 $ - 0.00% 1-1/4"Conduit&Up $ 42,750.00 $ - 0.00% Pull Boxes&Wireways $ 8,200.00 $ - 0.00% Racks&Cable Trays S 4,000.00 $ - 0.00% DisVibution $ 18,800.00 $ - 0,00% Transformers $ 4,100.00 $ - 0.00% Special Cable $ 1,700.00 $ - 0.00% # 14-IM 600V Wire-S-24,000 00 $ - 0.00% Motor Control Centers $ 60,400.00 $ - 0.00% Control Equipment-K-6,100,00 $ - 0.00% Equip By Others-T-1 0,90000 $ - 0.00% Fixtures $ 80,400.00 $ - 0.00% Panels $ 4,300.00 $ - 0,00% Removals $ 7,600,00 $ - 0.00% Admin&Mobilization $ 20,000.00 $ - 0.00% 94.2A-SUBTOTAL $ 357,000.00 $ - $ - $ - $ _ 0.00% CONTRACT 94-3(PART A) Peabody/Salem Pump Station INFLUENT PUMP STATION Embedded Conduit $ 3,500.00 $ - 000% Gounding Systems $ 1,400.00 $ - 0.00% 1/2"-1"Conduit $ 46,450.00 $ - 000% I-1/4"Conduit&Up $ 60,000.00 $ - 000% Pull Boxes&Wireways $ 6,000.00 $ - 0.00% Racks&Cable Trays $ 4,000.00 - $ - 0.00% Distribution $ 16,000.00 $ - 000% Transformers $ 1,800.00 $ - 0.00% Special Cable $ 4,200.00 $ - 0.00% # 14-IM 600V Wire $ 63,000.00 $ - 0.00% Motor Control Centers $ 68000.00 $ - 0.00% Control Equipment $ 10,000.00 $ - 0.00% Equip By Others $ 17,800 00 $ - 0.00% Fixtures $ 4,000.00 $ - 0.00% Panels $ 2,000.00 $ - 0.00% Removals $ 8,00000 $ - 0.00% Admin&Mobilization $ 56,850.00 $ - 0000 94-3A-SUBTOTAL is 373.000.00 $ - $ - $ _ $ SCHEDVAL.XLW Page 1 Richardson SUB ITEM SUMMARY-SCHEDULE OF VALUES S.E.S.D..-CONTRACT NO.94-2&94-3 Electrical-Richardson Electrical Corp. ' THIS PERIOD DESCRIPTION SCHEDULED PREVIOUSLY WORK MATERIALS APPROVED PERCENT VALUE APPROVED IN PLACE STORED TO DATE COMPLETE CONTRACT 94-3(PART B) Odor Control Factlitv-E- Ern E" Embedded Conduit $ 4,800.00 $ - 0.00% � Gounding Sys[ems $ 1,100.00 $ 0.00% 1/2"-I"Conduit T-1 5,400.00 $ - 000% 1-1/4"Conduit&Up $ 12,750.00 $ - 0.00% Pull Boxes&Wireways $ 1,900.00 $ - 0.00% Racks&Cable Trays $ 1,800.00 $ - 0.00% I Distribution-T-1,900 00 $ - 0.00% Transformers $ 1,100.00 $ - 0.00% i Special Cable $ 4,300.00 $ - 0.00% # 14-IM 600V Wire $ 15,000.00 $ 000/ Motor Control Centers $ 25,700.00 $ - 000% I Control Equipment $ 17,700.00 $ - 0.00% Epuip by REC $ 900.00 $ 0.00% Equip By Others $ 2,800.00 $ - 0.00% =.r $ 8,950.00 $ - 0.00% $ 2,000.00 $ - 000% $ 13,500.000.00% $ 1,000.000.00% $ 7,400.00000%$ 140,000.00 $ - 0.00% CONTRACT TOTALS $ 870,000.00 $ $ _ $7 _ $ SCHEDVAL.XLW Page 2 CDMCamp Dresser & McKee Inc. environmentat Ten Cambridge Center wNlces Cambridge,Massachusetts 02142 ' Tel:617 252-8000 Fax:617 621-2565 January 17, 1996 CD LIM f T; m Mr. Dennis Ross m m Plumbing And Gas Inspector m rn Jr w City of •Salemo rn 1 Salem Green Salem, Massachusetts 01970 . , nom , Subject:-Special Waste System -- Dear Mr. Ross: , I wish to confirm that CDM' s design of the plant ' s on-site wastewater collection system included design considerations for small amounts of both acidic and alkaline waste from the Laboratory located in the Administration Building. t Since- the waste flows from the Lab are not being discharged into the building' s drainage system but rather separately piped• oU to=-an-'bn`-site manhole, internal neutralization and/or pH adjustment is not necessary. Additionally, the on-site buried yard piping system was designed with consideration-given ,to not only the Lab waste flow but also other potentially aggressive waste ,water flows from other parts of the plant. These plant waste flows do not leave the site but rather get collected and mix with millions of gallons of incoming wastewater flows in an on-site pumping station which in turn pumps to the front end of the plant for processing. This design concept is a standard practice for the design of wastewater treatment plants. I hope this letter satisfies your needs and. I wish to thank you for your cooperation and understanding in this matter. Very truly -yours, CAMP/,DRESSER & kI KEE INC Thomas J. La ars CC: `Rc Hudson 3. • t `APR-06-2005 15:41 SO. ESSEX SEWERAGE DIST. 978 741 0478 P.01iO3 i Jrt► ass South Essex Sewerage District y0 ,ST.1. 50 FortAve.,P.O.Box 989 • Salem,MA 01970 • (979:)744-45, Fax No. (978 ) 741-04' id o5' PAGE 1 of DATE SENT 1 FAX SENT TO: 11 �^ COMPANY f �Pn CI y A1C , �AavEr-bOAl d�✓�/i ATTENTION: 1 1✓ • �ht (1'h• I I�fM� I FAX ll I FROM m y , 944 TUB l �. 'Q4tXf if�lbf�Pr/ bs. i1�1C ��'C'�/�k11J�7 � � lG4�G.�Jt �,1a//��1 �on•�r� J'• ��j��Ja,C./ ��f�+fw � -1— e4� �he.,¢.� 4 r 0'�4Vf -�v v-e vl e( I G APR-06-2005 15:41 SO. ESSEX SEWERAGE DIST. 978 741 8478 P.02iO3 I I APPUCATION FM 'PERMIT TO BUILD ADDITION, MAKS ALTERATIONS OR NEW CONSTRUC N oloffr Nr•App#to c&1400 0 AV x ma In&Kwon&:4 6% A IV,and ox L .. ATILDCR914 So Fo•'t V[i►✓ S9 !s h, I;/9 D/970 LOCATION 1 01iD z OF eEtvaF,i I�or}d E..a Ue."y +r RR Np S.rlewl W, �Ia.us Pew, BUILDING a aoaa amen KaCI wroat suaon�ION Lor ewac IAT... s� IL TYPE AND COST OF Blq oN1G-AN 8AP94aft COMOM Pads A-D .` �. .A. TYPE OF SaPROVEYENT Q PRO.POSE4 USE•FOR"OEMOUTIOW USE MOST RECENT LISE 1 0 Now awwlw ewe na.■waaerr 6-.. 2 El ACICIMR W MfiMUlE rarMMW*f A 17 ❑ OM M* 1a Q Ammmm4 wRmmo �-, ftumau adAd l61%n own, 19 7.7 0 Two b'111do1wNy-6rwraun�Oa/ ❑ Chnbtat—M`pblM tM Amar walan (fpr*4.*efw;pt%( 140smrmwwwate' -' 2113 F+YMM.aeon Mpr aaaa� a 0 Vh.uawa+amMM*r wimn"wr�.~ 2310 r,ar+r komm . d wm n bamv ilfYnO. IM la © GwaO. 2s 0 o�.+�w�taar 6 0 Mowq ISN la ❑ comm 2apm� 7 0 retalaua+anh 2a sdmkmmy 17 ERomw Swap w.w�Yow .L OWNBWP 27 [3 sma nw m ft Rimbio t weJ 29 0 Olhw•s"* 9 l PudIClFaawr.ElawommYpfrwwnws QCOST tc9Yte+nis N>ruaaynaw-Wa7dnnaaawaoaaaaolYaay�pa.a laoaaoaragoW 't W mom wjKwv iS.q 01101011111L lyra o achoO ""'awrsc+ool aar 1a co.Id.nvaolwnra 9o3 P•mhr.aK«Prlaao' - ftre.aw- .w ON=buis,4*am ewf x irtwaa doa.a Ma,nip WAUM w OMM CIOWA w W aaoowa an. - 7o Miulalaa Oit notaRRiaatl ; `°° / osa w,-k1- Pi Il-o-boti (roh-6-wi 1=F ��lIE alAraq,wCa SYZ 4(70 ;^- a OawMlalslw.s,W OF.MOOOVEMENr 1raS/ 993 IL SELECTED OF BUUMM•For new buikNngs and addioa,A complete Parts E-L'denoNtlon, r.- Ordy Pmfa J d Lwau ONMB sop to IV L PMCWAL TYPE OF PRAMS R t111aaCML TVM OF IIWM FIEL a TYPE OF WWAOE DISPOSAL L TYPE OF MECH0JP Id 30 Mka7tmw 35 W 40® peat or arra aa1swW r■air 41 (3aew pd-m daamu cmxwm No! y +J 32®U=mam 3713 aaalar „ 0 lra ,a 0 33 ® Ambomaaow 30 13 cm K TYPEOFWATE#iLPPLY uwrlw.aaw„aa,aY k 340 Oaw-soaaar 20 Q Oasi•SRd7 a I3 PualcwprAl oal�wgi 43 0 pww.�aawn, .e 0 w. •, RPR-06-2005 15:42 50. ESSEX SEWERAGE DIST. 978 741 0478 P.03/03 �.barerelowa .M DEMOLITION OF STFUCTURES: 49. re o wad w d Im a Hai Approval flan Hislofical COMMisB been received a em.oo.a m urw »M akIILlUfe over fray(50)VMS? YCs_.._ No— aun.00n.. ._ sa Tom Um MROL w n JA SeFe Number L ellwnr OF orrsnoW Plueral0 ewtea It Ercbw— HA THE FOLLOWING UTU.rTIES BEEN OISCONNECTET •s2 amw+. . Vee ry Sewer eatimew DOfxJMENTAT10N FOR THE ABOVE MUST BE ATTACHE[ N t:DwCaE -. . r�"I'' :.. ........ ......_. . . .., . BEFORE A.PEW CAN SE 183M, HiEi6i owrict? Yes Iff y%pleeme ermdottt doa0lk motion frdm HUL Cams cmmervabon Area? Yes__ No-k (e Y ole-we eedotb Ordet of Cwwftns) Hes Fire RRYOrllbrf apmmd and stamped ptaot or a;ppli ftw *L)L No-- Is o_ —Is property!loceled in the S.RA ditftr Yes_ no.L f y Comply vritls ZwJW: Yeq�ly -NoOf no, Cru bee Bard of Appeal dWiWon) Is ii4w3ridtawsh YOd Nom W yf,submit d=Ur=tdwf#n0,submk B=d Of Appeal decislan) if new car�Ilas fi p►aper Raft ft been errcbsed7. vYe� No,. A114 Is Ardlftduiil Acaiss.64erd approval vswIred? Yes. N (M yes submit tla=mr faflon) Maasa.Clusetls Sho-Comramr Lkmse a Salam license at Hare lmrvOVem M Conhacw m Homeowners Exempt form(if appk:gM) Yes_ No CONSFAUGTION.TO:BE CC�NMENCED Wf1NIN SIX(8)MONTHS OF=DANCE OF 13UFLDING PERMIT CONSTRUCTION IS TO BE COMPLETED BY: U $ Q 0 H an exMneim is necessary,poste 6 in wrtlhp ID the h*Oeomr of.BuHdin V. IDOMFICATION- To be ocmpAINd by all apptcmlts RM o.�d s*A—Es. P,o• $ox 989 .1'44A, h%?h 01970 s o Lowe.l l eo 4 J 103079 Cow s�'vt,fi bb u&daftrlo ; ,or, 1Jej++ e 1 M 1 harebv tertifv Clef the PmpwW wwk 13 Wftesod DY tle owner of retard and that I nava bawl NubWeed by tle owner to make to ap ee nla ellmbrireb axm enc we Iee to tanbrm to al wvk2bb iews of alis iuwdkCjm. sgnmlro d aapaam Addreee Arlon TOTAL P.03 SOUTH ESSEX SEWERAGE DISTRICT LETTER OF TRANSMITTAL 50 Fort Avenue, Salem, MA 01970 978-744-4550 /0-3 Fax# 978-741-0478 Mailing Address: P.O. Box 989, Salem, MA 01970 Dere our Job No. ,A� AVenUon /yl TO r. TOri S-f Arrf �1 R. l"�J C1 T�7 J�- S4 6," d�Yr 1: WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Sepias ❑ Copy of letter ❑ Specifications ❑ Shop drawings ❑ No. Of. COPIES DATE REV. NO. TITLE or DESCRIPTION eoafiz�i o-3 THESE ARE TRANSMITTED as checked below: ❑ For your information ❑ ❑ For approval ❑ For comment ❑ For your use ❑ As per your request ❑ For review and comment ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Copies to Signed: If enclosures are not as noted, kindly notify us at once. MEMORANDUM Tighe&Bond South Essex Sewerage District - Sanitary Sewerage System Cleanings Receiving Facility Construction Control Affidavit To: Thomas J. St. Pierre, Inspectional Services Director FROM: Frederick A. Mueller, P.E. Copy: Robert St. Martin, P.E. Ryan Pavlica Robert Szmyd, P.E. Alan Taubert, P.E. FILE S-1784/ Construction/Closeout DATE: October 26, 2012 The purpose of this memorandum is to provide certification that the Sanitary Sewerage System Cleanings Facility Project at the South Essex Sewerage District Wastewater Treatment Facility (WWTF) has been completed in accordance Controlled Construction requirements. This project has been completed in accordance with the previously submitted plans and specifications in accordance with 780 CMR the 81h edition of the Massachusetts State Building Code. Photographs of the completed building extension are included for your files. Please feel free to contact Frederick Mueller at 860-704-4768 or famuellerCabtighebond.com should you have any additional questions regarding this project. Final Construction Control Affidavit — Structual Engineer of Record I, Robert St. Martin, Massachusetts Registration Number 43230 being a registered professional Engineer hereby certify that I have supervised the observation of the structural and architectural work associated with the Sanitary Sewerage System Cleanings Receiving Facility Project at the South Essex Sewerage District Wastewater Treatment Facility and to the best of my knowledge, information and belief, the work has been performed in accordance with the approved plans, provisions of 780 CMR the Massachusetts State Building Code and other pertinent state and local laws, rules and regulations. I further certify that on this date 10/26/12, the work completed complies with the plans, specifications and applicable codes. Therefore, I request a certificate of occupancy for the above referenced facility for the South Essex Sewerage District. d1N OF A f o ROBERT �.SyTT..MARTIN JI II :n t7 UY'V ryF� y No.43tJQ' h A Q �g Seal & Signature J , MEMO Tighe&Bond Final Construction Control Affidavit I, Todd M. Brown, Massachusetts Registration Number 37634 being a registered professional Engineer hereby certify that I have observed or supervised the observation of the work associated with the Sanitary Sewerage System Cleanings Receiving Facility Project at the South Essex Sewerage District Wastewater Treatment Facility and to the best of my knowledge, information and belief, the work has been performed in accordance with the approved plans, provisions of 780 CMR the Massachusetts State Building Code and other pertinent state and local laws, rules and regulations. I further certify that on this date 10/26/12, the work completed complies with the plans, specifications and applicable codes. Therefore, I request a certificate of occupancy for the above referenced facility for the South Essex Sewerage District. 1H Of bqS� TODD Ad 9� BROWN c . vNo.37634 m .o SANITARY � � h Seal & Signature ]:\S\S1784\Construction\Closeout\Final Controlled Constmalon Affidavit Memo 082412.doc -2- SERAFINI, SERAFINI AND DARLING ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 JOHN R. SERAFINI. SR. TELEPHONE JOHN R. SERAFINI. JR. 978-744-0212 JOHN E. DARLING 781-581-2743 JOSEPH C. CORREN71 TELECOPIER 978-741-4683 December 1, 1997 Leo E. Tremblay, Inspector of Buildings City of Salem One Salem Green, 2nd Floor Salem, Massachusetts 01970 RE: Sout ex Sewerage ict Wastewater Treatment Plant Upgrade 50 Fort Avenue, Salem Dear Mr. Tremblay: Your letter of November 25, 1997 arrived today. I did try to reach you by telephone on the afternoon of November 25, 1997 and left a message. Perhaps your letter had already been sent earlier in the day. In any case, I have forwarded your letter to the District. I will be conferring with the District staff and will provide you with a further response shortly. Sincerely, . 1e4� John E. Darling JED:jaf cc: Robert A. Ledoux, .Esq. City Solicitor Tito of M*ttlem, massac4usetts Public Propertq Bepartment Nuilbing i9epartment (One #nlem (iron 588-745-9595 Ext. 388 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer November 25 , 1997 Serafini , Serafini & Darling c/o Attorney Darling 63 Federal Street Salem, Mass . 01970 RE : Wastewater Treatment Plant Upgrade Dear Attorney Darling: I have left three messages with your office on approximately November 18 , 1997 , November 21 , 1997 and November 25 , 1997 and you have failed to return my call , so I thought it best I should correspond to you by mail . I have been receiving by-weekly reports from the job site at 50 Fort Avenue and have noticed a major amount of money being spent on change orders , which leads me to believe a permit fee should be accessed to the amount of money spent of change orders which pertains to the building changes only, of course . Would you please forward a list of expenditures concerning the above mention projects change orders that might pertain to additional permit fees . Thank you in advance for your advance for your anticipated cooperation in this matter . Sincerely, . C Leo E . Tremblay Inspector of Bui dings LET: scm cc : Robert LeDoux 3 (MU of *uIrm, Massac4usetts Public Prnpertg i9epartment iguilbing Department (One Belem Green 508-745-9595 Ext. 380 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer November 17 , 1997 Mortenson Construction SESD ATT: Randy Schnieders 50 Fort Avenue Salem, Mass . 01970 RE : Utility Room Ventilation Dear Mr . Schnieders : During our meeting and review of the facility at 50 Fort Avenue , Salem, Mass . , we noted the following deficiencies : 1 . No mechanical exhaust in utility rooms as required in CMR, 780 , Section 1205 . 2 , 1209 . 0 and the Boca National Mechanical Code Chapter 16 . If you have any further questions or would like to review this matter further , please contact me at 745-9595 , ext . 381 . Sincerely, Kevin G- Goggin Assistant Building Inspector KGG: scm Titg of li§ttlem, massar4usetts �t 'e Public Properttl department iguilaing Department (One #stem (6reen 500-745-9595 Ext. 300 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer October 8 , 1997 Norfolk Mechanical Contractors Inc . P. O. Box 890039 38 Greenwood Avenue East Weymouth, Mass . 02189 RE : South Essex Sewerage District Dear Mr . Lee: For your information the Awarding Authority negotiated a settlement to pay permit fees for building and electrical permit fees only. The plumbing fees were not part of the negotiation, and you followed proper procedures by paying for plumbing and gas permit fees , and this department expects you will keep doing so until completion of the project . Enclosed is a a letter from Serafini , Serafini and Darling and a copy of the agreement . If you have any further questions concerning this matter , please do not hesitate to call . Sincerely, Leo E . � em aA/G Inspector of 'B ildings LET: scm cc: John LeClerc Robert LeDoux AGREEMENT This Agreement is made as of October l91 1995 between the City of Salem (the "City") with an address of 93 Washington Street, Salem, Massachusetts, by its Inspector of Buildings, and the South Essex Sewerage District (the "District") , 50 Fort Avenue, Salem, Massachusetts. WHEREAS, the District filed an appeal dated June 7 , 1995 with the State Building Code Appeals Board, Docket No. 95-073 (the "Appeal") , which appealed the determination of the City' s Building Inspector concerning the District ' s application for a building permit for the District's project to construct secondary wastewater treatment and related facilities known as Wastewater Treatment Plant Upgrade Contract 93-1 ("Contract 93-111) ; WHEREAS, the Appeal disputed the City' s determination (1) that all of the work under Contract 93-1 was subject to the State Building Code and the City' s Code of Ordinances (the "Ordinance") and, (2) that the building permit fee and the electrical permit fee for the project should be calculated using the full price of Contract 93-1 as bid; WHEREAS, the City and the District now wish to settle the dispute between them; NOW THEREFORE, in consideration of the agreements set forth herein, the parties hereto agree as follows: 1. The portion of the work under Contract 93-1 which is subject to the State Building Code and the Ordinance and the value of that portion of the work are as set forth in the column labeled "Included" in a table entitled "Contract 93-1 Revised Work Breakdown for Building Permit October 18, 1995" which contains 19 pages and is attached hereto as Exhibit A. Exhibit A shows the portion of the work under Contract 93-1 which is subject to the State Building Code and the Ordinance as having a total value of 2 . The fee for the building permit and the fee for the electrical permit for Contract 93-1 shall be based on the total value of the portion of the work as set forth in Paragraph 1, The applicable fees under the Ordinance are, therefore, as follows: Building permit fee: Electrical permit fee: TOTAL 1 SERAFINI, SERAFINI AND DARLING ATTORNEYS AT LAW 63 FEDERAL STREET SALEM. MASSACHUSETTS 01970 JOHN R. SERAFINI, SR. TELEPHONE JOHN R. SERAFINI.JR. 506 744.0212 JOHN E. DARLING 617'561'2743 ELLEN M. WINKLER TELECO PIER JOSEPH C. CORRENTI October 20, 1995 506.741.4663 Leo E. Tremblay Inspector of Buildings City of Salem One Salem Green Salem, Massachusetts 01970 RE: South Essex Sewerage District Building Permit for Contract 93-1 State Building Code Appeals Board Docket No. 95-073 Dear Mr. Tremblay: Enclosed for your file on the above-referenced matter are the following: 1 . Copy of the settlement Agreement between the City and the South Essex Sewerage District dated October 19, 1995 . The copy has original signatures of all parties. I am also sending a fully executed copy to Mr. Femino. 2 . The District' s check in the amount of in payment of the balance of the building permit and electrical permit fees in accordance with Paragraph 2 of the Agreement. Thank you for your cooperation. Sincerely, JOHN E. DARLING JED/ln enclosures:2 cc with enclosures: Leonard F. Femino, Esq. Raymond G. Bouchard Arthur A. Knight, Jr. Raymond D. Masak William E. Mackey, Jr. James Maher Norfolk Mechanical Norfolk Mechanical - P.O.Box 890039 Phone.Contractors,Inc. Contractors,Inc. 38 Greenwood Ave.E. WeymouMa.02189 Fax 6173906925 0 Monday, October 08, 1997 City of Salem Building Dept. One Salem Oreen 2nd Floor Salem,Ma. 01970 RE: South Essex Sewerage Treatment Facility Contract#93-1 BATF-20-843-02 Gentlemen, We are the Plumbing Contractor for the above project and we have paid a total of Two Thousand Two Hundred and Twenty Five dollars($2,225.00)for our plumbing and gas permits, as directed by the City of Salem Plumbing Inspector. It has come to our attention that the Awarding Authority negotiated a settlement to pay for all fees regarding permits for this project. At this time, we are requesting that the City of Salem return all moneys for the payment of gas and plumbing permits to us. If you have any questions regarding this request please call me at 781-331-5400. Yours Truly, Norfolk Mechanical Contractors, Inc. Thomas J.Lee,President cc: Corwin & Corwin 205 . 00 + 50 . 00 + 50 . 00 + 50 . 00 + 40 00 + 90 . 00 + 1630 . 00 + 110 . 00 + 2225 . 00 * 0 ........�. .. __ .. .. _�.. _ ... __. ._..._..... ._ter ._ .. MASSACHUSETTS; UNIFORM APPLICATION FOR IT 1'0 DO GA'SFITTIN(i (PS int or, TyljP) Salem Masse. Date February 13; 11997 } City, Tow ; Permit I Buildinq iSalem W.W,T.P. owner's AT: Location 50 'Fort Ave. , Salem, Ma. Name So Essex Sewerage Dist, 'G Waste Water Administration 6 Maintenance Bldg. Type of Occupancy- Treatment Plant New Q Renovation [] Replacement P1ane .Submitted Yes 13 No + 2 - TemporaFy Propane Gas liegta4s Located outside bldg. N c v M W A '•'� N w u a c N a o 10 u m ~ ! i p o C < O M H WI a p O O :Z!: !F 111'. . j, I w EF C N O W < =11J Ali < 'I I N V = J 2 <. 2 t S O 00, ►' 1•' .. Z < W < K H Y N W W 2 i O Z W O N S � IN w < W > Z W Z < C < O O W K O W F W sus—esMT, DA59MENT 1ST FLOOR 2 2NO FLOOR 1110 FLOOR 4TNFLOOR aTN FLOOR GTN FLOOR 7TN FLOOR FLOOR FLOOR CITIZENS S«B.ANK ak+4 �7^°x4— 127nmc BOSTON Mk'401-' ' rNORFOLK MECHANICAL CONTRACTORS, s •. ,»Lt P.O BOX 890038 na �""'Jx�' f'S'n b r+ ♦rl !a-_"Al E WEYMOUTH, MASSACHUSETTS µ„w -�r� ,K„4 DATE2/13/97" -v x�,� s .w 3 z:' w� ^w -•.M ve+s. du+ a ML- a -sti a i -` ", +^*�w u - ,:, «+arw rr yr,.r ►luy 14�o-' 2i ,• ^� ,u• ..•J.. IflJ PAY aw k ' b ltyrOf SR1Cn1 r '"i .. c r hM'w "�r ' d as d n •1➢JJ �It MmYrW , `"' ►►50�0 � € u»- ._ TO THE- ORDER HE ORDER OFdY ;Y`� gym' *AEf.!IY"." l" tlua Wk ,+` CQH:,+m y z xW+ +q JX tlb q1 na nu V ,jt r Iv -� � "' Ftandif001100►►*****►►►►►s ►►►►►►►►►►►►►►►►►►i►►►►►►►►►*►►►►►►►l►►s►►►►►►i►►►►rt*►*ss►►s*�►++sr►ss►►s' DOLLARS wr�u .nlyp��J,��,TM•-+�k�`�� +�< Ws,^, �t wrlrc. ,L »�Y �:�n �� .+> ��M- .w � ,� ��r� u.�- I � .wq'�4 '+C.{� e•w�y,n � S3 w,yq"r , i �.*�,' �s�l .✓.hhw i�loP �"1.96�mA Y�+M+"i wWvu"ly�.� � e� -'�•�� .:� �� 't �. i� p.�, "`"`ACIty OPS2lCID"'�^:+s ft',;�.wA r-m.�•fm-ay�hw nwu�„rtlYu 11 �i�fr by tib;; �, �^�� u��'�,., -s-�--`a p-'"`�. ,.�-. �- .'x-.. Sale,& kLi Green 2nd Fl, ° �X "'�NORFOLK MECHANICAL CONTRACTORS INC. ' �+lac �� Sa(elpt 1VIH..Q197D,u�w��.� � ''• �iNo � `� � bbd 1, dt <= c` ..^. su' r «d* ....,+^ ��m�.0 f�jas PCfIDlt')ii' �wr«N° ��,,C�' i�,�:I .il9..• ''i> •_�-, va. .,a r, • , m nm�r�mroi 1llnnnn►. 1P9,11 1: 21107o1 ? 51: 1101092359,11 ,On0000n5oo0,,' MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT 7'O DO GASFITTINU (P: int or TYpe) Salem Mass. Date November 21, 19 96 t City, Town Permit A_ Buildinq South Essex Sewerage Dist. Owner's AT: Location W.W.T.P. Name Salem, M 50 Fort Ave. , a• Waste water Type of, Occupancy: Treatment Fac. New ❑ Renovation ® Replacement [ Plans Submitted Yes [3 No ® Location .- Outside' Operations Bldg. N y tl m 'd W A N N m Y = G N N tl m p1 c W W a p V 0 = r O m O J i m W F tl _ _ = tl 4 = O W ~ { Y = Z O F m N Cd 0 O Z F O H YI O W < I = I- N1L C { W N K W 2 U W M f at O O Wof O F _ '� 2 H W W V O ! W F U r N H J J < W > C W J 2 < 6 {z digM < O O W O W !- O tl S O V S Iy ; O 3 J U Q ! O 6 W 0 4 a sus—saMT. EASEMENT IST FLOOR 2 2ND FLOOR 3PO FLOOR 4TNFLOOR ETN FLOOR ETM FLOOR 7TH FLOOR ETH FLOOR (Print or T-vne1 nCITIZENS BANK 5-7017 3 611 NORFOLK MECHANICAL COMRACTORS,INC. Citizens Bank of Massachusetts 1110 Boston, MA P.O.BOX 890039 iE.WEYMOUTH, MASSACHUSETTS 02189 11/25/96 PAY TO THE ORDER OF City of Salem '$ **50.00 Fifty and 00/100*********rtrt****rt*rt*rtrt+rtrt*************rtrtrtrtrtrtrtrt**rt***************rtrt*rtrt*rtrt*rtrt*************** DOLLARS City Of Salem NORFOLK MECHANICAL CONTRACTORS,INC. I Salem Green 2nd FI. Salem,Ma.01970 MEMO Gas Permit 110035 L iR■ DATE INVOICE AMOUNT nmc 5506 NORF U(MECHANICAE CONTRACTORS,INC 67 LIBERTY STREET, 53-428 QUINCY,MA 02169 113 PAY � 010 _ . DOLLARS �( DATE/ TO THE ORDER OF THER cM AN A i P Y eL DISCOUNT US TRUST 101 ~� CAMBRIDGE.MA 02139 lie 005506n, 1:0 L 1304 2871: 88 6 L065 295III DATE - INVOICE AMOUNT nR MEm�IRACIORS.INC. 5507 5 0 7 67 LIBERTY STREET, 53-428 QUINCY, MA 02169 773 PAY i /� DOLLARS DATE TO THE ORDER OFF .HOS AMW.If DISCOUNT �[' p t)1M P IS.PAY1tlLE US TRUST 101 M �JnG� ]•-. ✓ �_ CAMBRIDGE,MA 02139 111005507i19 1:01, 1, 3042871: 88 6 1065295I'• II MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Print or Type) Salem , Mass. Date April 14, 19 95 i City, Town Permit t Building South Essex Sewerage Owner's Uj ATt Location Treatment Plant Name South Ecsax SPwaraoP Rnard Sewage Treatment Fort Avenue, Salem, MA Type Of Occupancyi�la„r . New ❑ Renovation 0 Replacement ❑ FIXTURES Plans Submitted: Yee ❑ No zN N R < h N N N O z Z f N y04 W >< J N > Y < N = W W O h N t H e a a N 1.1 H __ N < a i_ N a N W N M I 'n '� U W N Y < N Y. = Y =_ s I- N N .N 3 1. W z so m N a t, t 1- N z a 0. V < _ < 1< ..1L H O O W W C < < W a a < W O < N z a O a O W b W z < s 3 3 o � N a t- < >< a W a m x x a r o z < N N 2 N '� = 0 O N = = W 1- O V i N al N H O < < z - -O j < _ < J 0 < a s a < O < M N O W 6 N +e e N a ; r. N ,y u a < s a e 0 (n x 3 w a 3 SUs�.BSMT. BASEMENT- 8 IST FLOOR 10 1112 8 6 3 1113 2NDFLOOR 8 11 1 30 6 2 10 3RDFLOOR 0 2 1 AITN FLOOR STH FL0011 BTN FLOOR 7TNFLOOR sTN FLOOR (Print or Type) Installing Company Name Norfolk Mech, Cont. Inc. Check ones Certifioeto Address 67 Liberty St. ® Corp. 1785-e ❑ Partnership Quincy, Ma. 02169 ❑ Firm/Company Business Telephone (617) 472-4400 Name of Licensed Plumber Thomas J. Lee I hereby certify the all of tire delalH and Ie(otmsNee 1 have submitted lot Related)In shove apPlieatlon ere Irw and struts a to IM Neel N or k*Ow dge and that all Plumbing work and IntlstlUlnut Ierlmllmd ender permit Meed fm NM arPlieatloe will be In , wMA M Fw11eeM Ifo• able"of IM Massachusetts Stale numbing Code and Chapter 112 of the(kneel L us. By Title Signature of Licensed Plumber CSty/Towne Type of Plumbing License 10493 .. 1 n MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT 1'0 UO GASFITTINU (Print or l'ylje) • it ` ''; Salem , Mass, pate April 14 19 95 } City, Town permit I_ Buildinq South Essex Sewerage owner AT: Location Treatment Plant Name South Essex Seweraee Board 1 Fort A,�,nue. Salem. MA Type Of Occupancy; Treatment Plant New ❑ Renovation ® Replacement Plans Submitted Yes [3 No N N e YW N N N V 2 e N e N 6 o e N H 0: S ,- O W 10a u < N r 0 Z N Z O W ~ ` Z O t- o W o O Z !- W W W N J Z < S e e W e W W h 2 Z < W J < e ~ N a N O Y W F• 0 in W J M. W < W > e W 7 Z < e < O O W e O WF e m o u x r s o 3 J u e > o o 1.. o sue—BSMT, g BASEMENT ISTFLOOR 31 1 2ND FLOOR SRD FLOOR 4TH FLOOR STH FLOOR STM FLOOR 7TNFLOOR STH FLOOR (Print or Type) Check One: Certificate Installing Company Name Norfolk Mechanical Cont. Inc. ® Corp, 1785-C Address 67 Liberty St. — __ -_ [:] Partnership Ouincv, Ma. 02169 _ ❑ Firm/Company. Business Telephone (617) 472-4400 - Name of Licensed Plumber or Gaefitter Thomas J. Lee 1 bNNp aatlllp IMI a4 of IM detail,and Informsuon 1 Mw submitted (or evened)In ehoq applloellve use Irw and aeaweb to IM be"of np kniow4dge and flies W plumbing week and Imtagallons pstfosmed undo ►aimtl issued lot this applicatmu wW M to Wasplyna wish V/aflleaal poeWeu W I111 NuNslluNlle State Gs Code and 00pta 143 of the Gnnal laws. By TYPE LICENSE: PIumber'-- - -- Title _ Gas f i tter Signature of Licensed City/Town: Master ' Plumber or Gnsfitter Journeyman 10493 APPROVED (OFFICE USE ONLY) MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITITINU (P2 int or q'yLP) I Salem Mass. Date November 30, 19 X95 f City, Town permit A Buildinq Owner 's AT: Location 50 Fort Ave. , Salem, Ma. Name So. Essex Sewerage District I Type of Occupancy: Waste Water New ® Renovation Replacement Treatment Plant t Plans Submitted Yes [] No ❑X N Y M V =' R: M 6 H a O 111 = 94 o Z Js 1- < ► Z Z O p. owl H < m e IW- < a IN 4 D = w OC N O W < = W f NO aZ > W W q j = < Z Z K t7 Q W 1� 04-1 h = h Qi. O Y < W :a < K 1- ►' > M m Z O Y W O to I < W > 6 W 7 Z < Q < O O W O W F- EWy o 0& P O sue—esMT. RAEEMENT 1eTFLOOR i 2ND FLOOR ieD FLOOR DATE INVOICE AMOUNT 5-7017 n me 67 Liberty Street oNs,INCN2 13 0 2i Quincy, MA 02169 02189 )AMOUNT_Y - - DOLLARS�� DATE TO THE ORDER Of I GROSS/-/OTHER I GROSS A,P I DISCOUNT CHECK AMOUNI_.CS to NORFOLK MECHANICAL CONTRACTORS,INC. CITIZENS BANK-Citizens Bank of Massachusens-Boston, MA ter 11'00130211' 1: 21107017SI: 11010923S9n■ M d ee) .«.w 19, IRE epplleallon WIU be In aagWnn IMA me loryrnl p,oeinvola In Ills MuachuMlu State GI Code and Chapin 142 of Ila Gnarl law,. By TYPE LICENSE: Plumber Title _ Gasfitter Signntl e .Of Licensed City/Town: Mastrr Plumber or Gasfitter -- Journeyman 10493 APPROVED (OFFICE USE ONLY) i 4 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT 1.0 DO GASFITTING (P3 int or 9•y pe) i Salem Mass. Nate January 24, 19 97 City, Town i permit A Buildinq Affluent Pump Station Owner 's AT: 'Location 50 Fort Ave. Name So. Essex Sewerage Dist. <, Type of Occupancy: Wastewater Trt- New 0 Renovation Replacement [ mnt Plant Plans. Submitted Yes 0 No ¢ 'O Y W on x 2 ¢ on w ¢ M 6 u 6 x ¢ 1-1 b O An ~ i H a on V J M W OF N 0a 1' � S N � •f• Q W �' < Y = H Q' l4 ri ¢ a W N m M H _ D O W W to 0 W < N ¢ W i V W M = < ¢ O O > W O y W W M J < Y _ < W J < ¢ M 1 W V O > K F V J F W N Y o m Z O = W W < W > ¢ W O N Z O : oma 3a � 4o � 0 SUB—SSMT, BASEMENT ISTFLOON 2 2ND FLOOR 3RBFLOOR 4TR FLOOR JJ7 DATE _ INVOICE AMOUNT 5-7017 Y110 NORFOLK MECHANICAL CONIRACIORS•INC. A� P.O.BOX 890039 N 2- 2835 E.WEYMOUTH, MASSACHUSETTS 02189 C !iC81ir AMOUNT_ DOLLARS ,C DATE TO THE ORDER OF GHOSS-OTHER GROSS AIP DISCOUNT CHECK AMOUNT NORFOLK MECHANICAL CONTRACTORS,INC. tter e a� Q � CnUENS BANK-CUM Bank of Massachusetts—Boston, MA I 11e002a350a 42110701754 11010923 1911' aPW*ft=Ht By TYPE Title plums7er Gasfitter Signnture of Licensed City/Town: Master Plumber or Gesfitter Journnymnm 10493 APPROVED IOFFICE use ONLY) "' i;i 1•��if�:• MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Print or Type) a� Salem Mass. Date March 17, 19 95 City, Town South Spermit A Building Sewerage Owner's ATS Location Treatment Plant Name South Essex Sewerage Board Sewerage Fort Ave. , Salem, Ma. Type of .Occupancyg Treatment Plant New ® Renovation ® Replacement ❑ RAS Pumping Gallery FIXTURES plans Submitted: Yee ❑ No 19 z a z ke H N j M O z Ol 'A Y_ J N t Y < N = W W O W H W ¢ = Q N O J N <N z < < N N W _ A = z N'0 W i Ir W o = W a C CC ,- W ¢ J < ; O W f < W . 4OGY 7WWW H S Z1 ; rOO < F > 1- O zOONZ 0 V zO fW. 0 44 z f N V O < ; Q ■ O SUBIBBMT. BASEMENT IST FLOOR 14 X 2NO FLOOR 3RDFLOOR 4TH FLOOR BTHFLOOR STN FLOOR 7TH FLOOR STM FLOOR n m c DATE INVOICE AMOUNT NORFOLK MECHANICAL CON IIACTOR9,INC. 5328 67 LIBERTY STREET, QUINCY,MA 02169 s3- 1133 PAY Czt _ DATE TO THE ORDER OF sBoss u�aaDOLLARS DISCOUNT OTHER TCCiS.VevLBEE R k "'�• -'� USTRUST 101 CAMBRIDGE,MA 02139 B T 11800532811' 1:01130L, 21371: 88 S 106529511' C APPROVED_OFFICE USE ONLY) I License Number ❑ Master ❑ Journeyman MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING �A (Print or Type) �\ Salem , Mass. Date 12/22/994 19 City, Town Permit M Buildinq South Essex Sewerage Owner 's jo- AT: Location Treatment Plant Namesn,Lth Esse , Covarage "Rnarel" Fort Avenue , Salem' Secondary Clarifiers Bldg Type Of Occupancy.-Treatment Plant New Renovation ❑ Replacement ❑ Plans FIXTURES Submitted: Yes ❑ No ❑ z Z FA 2 Z < I- W N O Z W' Y - J W Y- O '< to a W.W W O N Z N < ¢ ¢ _ ~ Z O 2 N O p U H N Z — Z N W W N S " F' V W W z39 X ¢ W 07 W < y) N D ¢ J Z G d O j LL W w v < S 3 O Z 3 Y O. ¢ f < Y W IL Y W N W 2 a IL Z 2 PO H < t < < S N N t < O < J < ¢ ¢ < O < H N a co O y W E7 O < 3 ¢ m O y Ind ' c .=' SUB—.BSMT. BASEMENT 1ST FLOOR 20 1 3 1 4 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR 6TH FLOOR 7TH FLOOR aTH FLOOR (Print or Type) Installing Company Name Norfolk Mechanical Contrajgt gpFk One: Certificate Address 67 Liberty Street, Quincy, MA 02169 ® Corp. , 1785-C Partnership nmc D E MINVOICEAMOUT _ 4739 NORFOLK MECHANIGL CONTRACTORS,INC.67 UBERTY STREET, QUINCY,MA 02169 53-428 113 a best of my 4Y 2 p � eHtnentpo- 0 F TO THE ORDER OF GROSSANOUNi DOLLARS OTHER ACCTS.PAYABLE DISCOUNT , JUS .. CAMBRIDGE, A102139 ----- "� Ineyman AGREEMENT This Agreement is made as of October ,q, 1995 between the City of Salem (the "City") with an address of 93 Washington Street, Salem, Massachusetts, by its Inspector of Buildings, and the South Essex Sewerage District (the "District") , 50 Fort Avenue, Salem, Massachusetts. WHEREAS, the District filed an appeal dated June 7, 1995 with the State Building Code Appeals Board, Docket No. 95-073 (the "Appeal") , which appealed the determination of the City's Building Inspector concerning the District's application for a building permit for the District's project to construct secondary wastewater treatment and related facilities known as Wastewater Treatment Plant Upgrade Contract 93-1 ("Contract 93-111) ; WHEREAS, the Appeal disputed the City's determination (1) that all of the work under Contract 93-1 was subject to the State Building Code and the City's Code of Ordinances (the "Ordinance") and, (2) that the building permit fee and the electrical permit fee for the project should be calculated using the full price of Contract 93-1 as bid; WHEREAS, the City and the District now wish to settle the dispute between them; NOW THEREFORE, in consideration of the agreements set forth herein, the parties hereto agree as follows: 1. The portion of the work under Contract 93-1 which is subject to the State Building Code and the Ordinance and the value of that portion of the work are as set forth in the column labeled "Included" in a table entitled "Contract 93-1 Revised Work Breakdown for Building Permit October 18, 1995" which contains 19 pages and is attached hereto as Exhibit A. Exhibit A shows the portion of the work under Contract 93-1 which is subject to the State Building Code and the Ordinance as having a total value of $69, 676, 411. 00. 2 . The fee for the building permit and the fee for the electrical permit for Contract 93-1 shall be based on the total value of the portion of the work as set forth in Paragraph 1, $69, 676,411. 00. The applicable fees under the Ordinance are, therefore, as follows: Building permit fee: $418, 063 .46 Electrical permit fee: $139, 352 .82 TOTAL $557,416.28 1 The City acknowledges that the District has paid to date the sum of $468,414.00 toward the total permit fees. The District shall pay the balance, $89, 002 .28, upon execution of this Agreement by all parties. 3 . Section 7-2. 1 of the Ordinance, Development Inspection Fees, is not applicable to Contract 93-1 or to other construction projects undertaken by the District. 4. The parties shall file a Stipulation of Dismissal with the State Building Code Appeals Board, dismissing the Appeal without prejudice. Executed as a sealed instrument as of the date first written above. CITY OF SA By Leo E. Tremblay Inspector of Buildi s SOUT SSEX SE DSTRICT B aymon G. B chard Assistant erector for Support Services Ap ed as to rm: Vi eo and F. Femino, Esq. Assistant City Solicitor City of Salem John E. Darling, Eq. General Counsel South Essex. Sewerage District 2\sesd\salbldg.agr 2 EXHIBIT A CONTRACT 93-1 REVISED WORK BREAKDOM FOR BUILDING PERMIT OCTOBER 18, 1995 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4 1995 Contract No. 93 - 1 CONTRACTOR: Mortenson / We.stcott CONTRACT AMOUNT-- -EXCLUDED- Scheduled -EXCLUDED» INCLUDED-- Spec Desuiptlon of Work Scheduled %or %or Sed Unit Unit Cost Quantity Value Quantity Value Quantity Value GENERAL REQUIREMENTS .'. E]Bidding&Contract Requirement =LS $I,,,226.500 1 $1,226,500 General Requirement 669 1 $5,148,689 , SUBTOTAL IL $6,373,169 44% 1$2,804,194 975 ENERAL ITEMS Bid Item#2 Rock Excavation $176,000 $0 - $176,000 Bid Item#3 Test Plts $750 $750 $0. BID ITEM#4 SITE REMEDIATION Phase 1 BOND L.S. $36,625 $36,625 $0 Phase 1 SUBMITTALS $10,000 $10,000 $0: Phase 1 DECON.AND SUPPORT FAC. $6,000 $6,000 $0 PPE SUPPLY Phase 1 $6,000 $6,000 $0 Phase 2 $4,000 $4,000 $0 Phase 1 TEMPORARY FENCING $16,000 $16,000 $0 . Phase 1 ESTABLISH DECON,PAD $10,000 $10,000 $0' Phase 1 CONNECT ELECTRIC SUPPLY $9,000 $9,000 $0. Phase 1 TEMPORARY PAVEMENT $16,500 $16,500 $0 Phase 1 ESTABLISH DEWATERING SYS. $39,000 $39,000 $0 Phase 1 DEL.&SETUP OF H2O TREAT. $6,500 $6,500 $0' Phase 1 IN-SITU BORING PROGRAM $6,000 $0,000 $0 Phase 1 DISPOSAL TESTING $6,000 $6,000 $0 Phase 1 EXCAV.&STOCKPILE OVERBUR. $26,250 $26,250 $0 Phase 1 REMOVE MAIL FROM G&GC $1201000 $120,000 $0 PAGE1 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott -CONTRACT AMOUNT- -EXCLUDED- -INCLUDED-- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value Phase 2 SEAL 60'PIPES $70,000 $70,000 $0 Phase 2 DEMO 80'PIPES(INCL.DECON) $118,750 $118,760 $0 . Phase 2 HIGH PRESSURE WASH WALLS $139,260 $139,250 SO - Phase 2 CORE G&GC WALLS $60,600 $60,500 $0 - DUST MONITORING Phase 1 $18,375 $18,375 $0: Phase 2 $16,125 $16,125 $0' WATER TREATMENT Phase 1 $29,250 $29,250 $0 - Phase 2 $19,760 $19,750 $0 OPERATE DECON PAD Phase 1 $10,125 $10,125 $0 Phase 2 $3,370 $3,370 $0. SITE SAFETY TECHNICIAN Phase 1 $24,000 $24,000 $0 Phase 2 $10,000 $10,000 $0 Phase 2 DECON PAD DEMO- $4,000 $4,000 $0 Phase 2 REMOVE WORK ZONE FENCE $5,250 $5,250 $0. Phase 2 TEMPORARY ASPHALT DEMO $7,000 $7,000 $0. Phase 2 DEMOBILIZATION OF FENCING $7,500 $7,500 $0 Phase 2 DEMOB OF H2O TREAT.SYS. $6,400 $8,400 $0 Phase 1 OFFSITE DISP.OF ASH&GRIT $1,024,055 $1,024,055 SO Bid Item#5 Off-site Dust Control $160,000 $160,000 $0. . Bid Item S8 Off-site Pavement Rep. _ $39,000 $39,000 $0' Bid Item 67 Grouted Pile Found. I $77,000 $0 $77,000 PAGE2 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott -CONTRACT AMOUNT- -EXCLUDED- INCLUDED- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value . Bid Item#8 NYNEX Work $5,000 $5,000 $0 2050 Demolition&Modifications $800,000 $0 $800,000 2080 Control ad Blasting $0 $0 $0 2140 Ground Water Control $14,328 $0 $14,328 2160 Excavation Lateral Support $83,660 $0 $83,660 2200 Site Earthwork 1 1 $164,847 $0 $154,847 2200 Structural Excavation (by Sir later) 1 $134,766 $0 $134,766 2,200 Structural Backfill (by Struct later) $700,000 $0 $700,000 2200 Crushed Stone Base (by Sir later) I $450,000 $0 $450,000 , 2,200 Underdrain Piping (by Struct later) $116,119 $0 $116,119 - 2270 Sedimentation&Erosion Control $25,129 $0 $25,129 2575 Roadway Paving $307,921 $307,921 $0 2575 Roadway Curb $130,000 $130,000 $0 2575 Roadway Markings $5,000 $5,000 $0. 2580 Special Paving $8,655 $8,855 $0 ' 2580 Sidewalks 1 1 $49,788 $0 $49,788 -. 2610 Precast Concrete Retaining Wall $48,040 $0 $48,040 2612 Yard Piping $1,463,882 $1,463,682 $0 2612Yard Piping $788,137 $0 $788,137 2767 Pipeline Hot Taps and Line Stoppings $0 $0 $0 2810 InigaBon System(w/sec2612) $0 $0 $0 2830Chain Link Fence&Gates $126,343 $0 $126,343 . 2881 Site Furnishings $25,150 $25,150 $0 2900 Landscaping $218,000 $218,000 $0 2990 Rock Anchors PAGE3 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott CONTRACT AMOUNT- -EXCLUDED- --INCLUDED•- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value MATERIALS $232,400 $0 $232,400 LABOR $417,850 $0 $417,850 TESTING $49,750 . $0 $49,750 3420 Precast,Prestressed Concrete $553,364 $0 $553,364 ` 3450 Precast Architectural Concrete $262,875 $0 $262,875 4200 Masonry $2,389,000 $0 $2,369,000 5120 Structural Steel $512,985 $0 $512,985 5311 Steel Deck $12,499 $0 $12,499 5500 Miscellaneous Metals $3,128,767 $0 $3,126,767 6100 Finish Carpentry Work $90,830 $0 $90,930 . 7005 Waterproofing,Dampproofing $698,767 $0 $698,767 7231 Misc Insulation&Vapor Barrier $20,781 $0 $20,791 7250 Fireproofing $16,200 $0 $16,200 7415 Interior Metal Panels $49,426 $0 $49,426 7500 Roofing (by Structure later) $545,000 $0 $545,000 7720 Roof Accessories $3,065 $0 $3,065 7800 Skylights $30,240 $0 $30,240 8110 Steel Doors&Frames&Hardware $295,580 $0 $295,560 8120 Alum.Doors&Frames&Hardware $180,684 $0 $180,684 ' 8210 Wood Doors&Hardware $12,850 $0 $12,850- 8250 ALUM.WINDOWS SHOP DRWGS $5050 $0 $5,160. 8301 Service Doors $44,823. $0 $44,623 8800 Glazing $18,180 $0 $16,160 9215 Veneer Plastered Gypsum Systems $354,000 $0 $354,006 9300 Tile $114,133 $0 $114,133 PAGE4 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott --CONTRACT AMOUNT- -EXCLUDED- INCLUDED -- Spec Description of Work Scheduled or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value 9400 Terrazzo $219,912 $0 $219,912 9500 Acoustical Treatment $171,500 $0 $171,500 9670 Resilient Base $2,772 $0 $2,772 9680 carpeting $14,970 $0 $14,970 9722 Seamless Flooring $82,882 $0 $82,882 9825 Stucco Finish System $0 $0 $0 9902 Painting (by Structure later) $992,440 $0 $992,440 9952 Vinyl Wall covering $6,122 $0 $6,122 10121 Tack,Writing,&Bulletin Boards $2,600 $2,600 $0 10160 Metal Toilet Partitions $10,191 $0 $10,191 10200 Louvers $36,000 $0 $36,000 10350 Flagpole $1,287 $0 $1,287 10400 Signage $20,794 $20,794 $0. . -10500 Lockers&Benches $26,742 $26,742 $0 ' 10510 Safety Equipment $9,688 $0 $9,588 10522 Fire Extinguishers&Accessories $16,258 $0 $16,258. 10605 Wire Mesh Partitions $7,933 $0 $7,933 10800 Toilet&Shower Accessories $17,475 $0 $17,475 11000 Mechanical Equipment.General $0 $0 $0 - 11131 Projection Screen $139 $139 $0 11166 Dock Bumpers $429 $429 $0 11224 Submersible Mixers $97,000 $97,000 $0 :. 11240 Scum Blending Tanks&Mixers $125,488 $125,488 $0 .. . 11242 Polymer Systems $380,000 $380,000 $.0 11244 Fiberglass Tanks. " -$40,000 $40,000 $0; PAGES PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott --CONTRACT AMOUNT- -•EXCLUDED•• INCLUDED-- Spec Description of Work Scheduled %or %or Sed Unit Unit Cost Quantity Value Quantity Value Quantity Value 11246 Crossllnked Polyethylene Tanks $120,000 $120,000 $0 11260 Ume Storage&Pneum Conveying $24,855 $24,655 $0� 11251 Sludge/Ume Mixer $273,269 $273,269 $0 11252 Sludge Cake Screw Conveyors $12,872 $12,872 $0 11253 Sludge Cake Storage&Unloading $408,637 $408,837 $0 11265 Odor Control Systems $2,460,000 $2,460,000 $0 11280 Residual Analyzers $41,000 $41,000 $0 11281 Sluice Gates $435,814 $435,814 $0 11282 Slide Gates&Weir Gates $24,574 $24,574 $0. 11311 Non-Clog Centrifugal Pumps $338,000 $336,000 $0 _ 11312 Plant Effluent Pumps $1,500,000 $1,500,000 $0' 11312 RAS Pumps $380,000 $380,000 $0 _ 11313 Water Booster Pumps $14,000 $14,000 $0 11314 Screw Impeller Centrifugal Pumps 1 $160,000 $160,000 $0' 11315 Progressing Cavity Pumps $288,000 $288,000 $0 . 11316 Plant Water System $143,000 $143,000 $0. 11317 Strainers $104,000 - $104,000 $0: 11318 Plant Water Heating System $40,000 $0 $40,000 11319 Submersible Pumps $23,000 $23,000 $0 - 11333 Sludge Grinders $8,000 $6,000 $0 - 11340 Scum Concentrators $141,701 $141,701 $0` 11345 Chemical Feed&Metering Pumps $267,000 $267,000 $0 11350 Rectangular Sludge Collectors $1,694,742 $1,694,742 $0 11361 Belt Filter Presses $1,740,068 $1,740,066 $0. 11382 Gravity Beit Thickeners - $44,468 $44,488 $0 PAGE6 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson / Westcott --CONTRACT AMOUNT-- - EXCLUDED - -- INCLUDED -- Spec Description of Work Scheduled %or %or , Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value 11372 Positive Displacement Blowers $107,000 $107,000 $0 11373 Rotary Screw Air Compressors $25,000 $25,000 $0 11375 Sludge Drying Alr Compressors $141,000 $141,000 $0, 11380 Mach.Surface Aeration Equipment $172,307 $172,307 $0 11383 Coarse Bubble Diffused Aeration $86,000 $86,000 $0 11391 Vibration Monitoring Equipment $265,615 $255,615 $0 11392 Wastewater Samplers $36,000 $36,000 $0- 11394 Weirs,Batfles,Rot.&Tel.Equipment $83,453 $83,453 $0 11510 Miscellaneous Shop Equipment $458,096 $458,095 $0 11600 Laboratory Equipment $284,000 $284,000 $0- 11761 First Ald Kits $1,946 $1,946 $0 12512 Vertical Louver Blinds $4,100 $4,100 $0. 12620 Office Furniture&Accessories $188,646 $189,646 $0 - 12630 Laboratory Furniture $139,000 $139,000 $0. 12690 Fool Grilles&Floor Mats $11,096 $0 $11,096 13080 Blower Sound Enclosure $250,000 $0 $250,000 . 13220 Fiberglass Relnforece Plast.Covers $45,193 $0 $45,193 . 13240 Oxygenation System Process $4,020,700 $4,020,700 $0 13240 Oxygenation System Vessels $379,300 $0 $379,300 13300 Process Controls&Instrumentation $1,370,300 $1,370,300 $0: 13755 Asbestos Abatement $32,000 $0 $32,000 ' 13800 Facility Management System $1,194,976 $0 $1,194,975.' 14240 ELEVATOR 0&M MANUAL EA $400 3 $1,200 $0 $1,200 ,. 14240 TESTING EA $1,000 3 $3,600 $0 $3,000' 14450 Vehicle Lift $15,000 $o $15,000 PAGE? PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott --CONTRACT AMOUNT- -EXCLUDED-- --INCLUDED -- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value 14504 Utility Vehides $0 $0 $0 . 14550 Sludge Belt Conveyors&Access. $664,683 $684,663 $0 14830 Overhead Bridge Crane $50,120 $0 $50,120- 14700 Jib Cranes $3,748 $0 $3,748 . 14900 Monorail&Hoist System $164,089 $0 $164,089 - 15000 Process Piping (by Slruct later) $14,031,000 $14,031,000 $0 15300 Fire Protection Systems(by Str later) $740,000. $0 $740,000 15400 Plumbing (by Structure later) $1,173,800 $0 $1,173,800 15500 HVAC (by Structure later) $5,109,000 $0 $5,109,000 16000 Electrical (by Structure later) $8,259,200 $0 $8,259,200 16742 Telephone System(complete) 1 $740,800 $740,800 SUBTOTAL $71,246,023 $39,620,721 $31,625,302 DIVERSION STRUCTURE 2200 Crushed Stone $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE BASE SLAB $515 303 $156,045 0.00 $0 $156,045 - 3300 EXT.WALLS $635 317 $201,295 0.00 $0 $201,295 3300 INT.WALLS $635 290 $184,150 0.00 $0 $184,150 3300 ELEV.DECK $594 253 $150,282 0.00 $0 $150,282 3300 PIPE ENC. $505 130 $65,650 0.00 $0 $65,650 3300 FILL CONC. $505 116 $58,580 0.00 $0 $58,580 3300 MISC.CONC. $505 1 $505 0.00 $0 $505 7500 Roofing $0 0.00 EO $0 PAGE8 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 11 CONTRACTOR: Mortenson /Westcott -CONTRACT AMOUNT- -EXCLUDED-- -INCLUDED-- Spec Description of Work Scheduled %or %or Sed Unit Unit Cost Quantity Value Quantity Value Quantity Value 9902 Painting $0 0.00 $0 $0 11261 SLUICE GATES MATERIALS 2 $0 0.00 $0 $0 11281 LABOR $0 0.00 $0 $0 11282 SLIDE GATES MATERIALS 8 . $0 0.00 $0 $0 LABOR -$0 .0.00 $0 $0 . 15000 Process Piping $0 0.00 $0 $0 15400 Plumbing $0 0.00 $0 $0 15500 HVAC $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 1 $0 - UBTOTAL $618,$07 $0 IJ $816,507 OXYGEN REACTORS ' 2200 Crushed Stone $0 0.00 $0 $0_ 2200 Structural Backfill $0 0.00 $0 $0 2200 Underdrain Piping $0 0.00 $0 $0 3300 C.I.P.CONCRETE SUMPS $367 37 $13,579 0.00 $0 $13,579 FOOTINGS $367 193 $70,831 0.00 '$0 $70,831 BASE SLAB $367 4721 $1,539,966 0.00 $0 $1,539,966 COLUMNS $432 456 $196,992 0.00 $0 $196,992 BASIN WALLS $432 5396 $2,031,072 0.00 $0 $2,031,072 ROOF DECK $442 2565 $1,133,730 0.00 $0 $1,133,730 MEZZ.DECK $442 154 $68,068 0.00 $0 $68,068 ROOF TPN6. $380 1332 $506,160 0.00 $0 $506,160 ROOF WALLS $432 209 $90,288 0.00 $01 1 $90,288 PAGES PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South EsseXSewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott -CONTRACT AMOUNT- -EXCLUDED-- -INCLUDED-- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost I Quantlty Value Quantity Value Quantity Value FILL CONC. $380 20 $7,812 0.00 $0 $7,612 PIPE ENC. $380 121 $45,980 0.00 $0 $45,980 MISC.CONC. $380 14 $5,320 0.00 $0 $5,320 8520 ALUM.WINDOWS MATERIALS $3,420 0.00 $0 $3,420 - LABOR $1,710 0.00 $0 $1,710 9902 Painting $0 0.00 $0 $0 15000 Process Piping $0 0,00 $0 $0 16000 Electrical $0 0.00 $0 $0 UBTOTAL $5,714,728 $0 $6,714,726 ECONDARY CLARIFIERS 2200 Crushed Slone $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 2200 Underdraln Plping $0 0.00 $0 $0 3300 C.I.P.CONCRETE WALL FIGS. $407 32 $13,024 0.00 $0 $13,024 . FNO.WALLS $473 1828 $864,644 0.00 $0 $864,644 BASE SLAB $407 7356 $2,993,892 0.00 $0 $2,993,892 LW.WALLS $473 3468 $1,640,364 0.00 $0 $1,640,364 - COLUMNS $473 136 $64,328 0.00 $0 $64,328 IM'.SLABS $481 2365 $1,137,565 0.00 $0 $1,137,565 . UP.WALLS $473 2635 $1,246,355 0.00 $0 $1,246,355 ROOF SLAB $481 4754 $2,160,657 0.00 $0 $2,160,657 ROOF WALLS $473 938 $443,874 0.00 $0 $443,674 FILL CONC. $414 554 $229,356 0.00 $0 $229,356 ROOFTOP. $414 1186 $491,004 0.00 $0 $491,004 PAGE10 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 11 CONTRACTOR: Mortenson /Westcott -•CONTRACT AMOUNT•• »EXCLUDED-- --INCLUDED-- Spec Description of Work Scheduled %or '/o or Sect - Unit Unit Cost Quantity Value Quantity Value Quantity Value - • ROOF $481 119 $57,239 0.00 - $0 $57,239 MISC. $460 65 $29,900 0.00 $0 $29,900 - ROOFTOP $414 319 $132,068 0.00 $0 $132,066 8250 ALUM.WINDOWS MATERIALS $4,940 0.00 $0 $4,940 . - INFL.BLDG. LABOR $2,476 0.00 $0 $2,475 -.8250 ALUM.WINDOWS MATERIALS 1 $9,326 0.00 $0 $9,325 EFFL.BLDG. LABOR $4,670 0.00 $0 $4,670 11281 SLUICE GATES MATERIALS 7 $0 0.00 $0 $0 LABOR $0 0.00 $0 $0 11282 SLIDE GATES MATERIALS - 5 $0 0.00 $0 $0 - LABOR $0 0.00 $0 $0 15000 Process Piping $0 0.00 $0 $0 _ 15400 Plumbing $0 0.00 $0 $0 .. 15500 HVAC $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 $0 UBTOTAL E11,626,478 � $0.00 $11,626,478 HLORINE CONTACT TANKS 2200 Crushed Stones $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE BASE SLAB $372 1221 $454,212 0.00 $0 $454,212 WALLS $453 1275 $577,575 0.00 $0 $577,575. COLUMNS $453 4 $1,812 0.00 $0 $1,812 ROOF DECK $407 835 $339,845 0.00 $0 $339,845 . FILL CONC. $360 276 $99,360 0.00 $0 $99,360 PAGE11 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson / Westcott --CONTRACT AMOUNT-- EXCLUDED •- -•INCLUDED -- Spec Description of Work Scheduled %or - %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value PIPE ENC. $360 346 $124,560 0.00 $0 $124,560 ' 9902 Painting $0 0.00 $0 $0 11281 SLUICE GATES MATERIAL $0 0.00 $0 $0 - LABOR $0 0.00 $0 $0 15000 Process Piping $0 0.00 $D $0 - UBTOTAL $1,697,384 $0 $1,697,384 EFFLUENT PUMP STATION 2200 Crushed Stone _ $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE BASE SLAB $416 2397 $997,152 0.00 $0 $997,152 _ WALLS $547 1408 $770,176 0.00 $0 $770,176 COLUMNS $547 87 $47,589 0.00 $0 $47,589 ROOF DECK $528 939 $495,792 0.00 $0 $495,792 FILL CONC. $605 63 $38,115 0.00 $0 $38,115 MISC. $605 87 $52,635 0.00 $0 $52,635 . 8250 ALUM.WINDOWS MATERIALS $4,570 0.00 $0 $4,570 LABOR $2,290 0.00 $0 $2,290 9902 Painting $0 0.00 $0 $0 ' 11281 SLUICE GATES MATERIALS $0 0.00 $0 $0 LABOR $0 0.00 $0 $0 14240 PASSENGER ELEVATOR MATERIALS 1 $33,200 0.00 $0 $33,200 . PAGE12 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex:Sewerage District April 4,1995 Contract No. 93 1 CONTRACTOR: Mortenson / Westcott --CONTRACT AMOUNT-- —EXCLUDED •- INCLUDED •- Spec Description of Work Scheduled %or %or Sed Unit Unit Cost Quantity Value Quantity Value Quantity Value LABOR $40,289 0.00 $0 $40,289 15000 Process Plping $0 0.00 $0 $0 15400 Plumbing $0 0.00 $0 $0 15500 HVAC $0 - 0.00 $0 $0 16000 Electrical $0 0.00 $0 $0 . SUBTOTAL $2,481,808 $0.00 O $2,481,808 XYGEN GEN.BLDG 2200 Excavation $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE FOOTINGS $425 46 $19,550 0.00 $0 $19,550 BASE SLAB $425 173 $73,525 0.00 $0 $73,525 - WALLS $641 45 $28,845 0.00 $0 $28,845 . COLUMNS $641 10 $6,410 0.00 $0 $6,410 BEAMS $696 42 $29,232 0.00 $0 $29,232 ROOF TPG. $466 54 $25,164 0.00 $0 $25,164 misc. - $466 25 $11,650 0.00 $0 $11,650 7500 Roofing $0 0.00 $0 $0 ,9902 Painting $0 0.00 $0 $0 - 15000 Process Piping $0 0.00 $0 $0 -::15400 Plumbing $0 0.00 $0 $0 15500 HVAC $0 0.00 $0 $0 ' 16000 Electrical $o 0.00 $0 $0 UBTOTAL $194,378 $0 $194,378 PAGE13 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /We§tcott -CONTRACT AMOUNT-- -EXCLUDED- -INCLUDED-- Spec Descrlption of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value HLORINATION BUILDING 2200 Excavation $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P,CONCRETE SUMPS $525 6 $3,150 0.00 $0 $3,150 EQUIP.PADS $525 14 $7,350 0.00 $0 $7,350 .CURB $898 1 $898 0.00 $0 $898 ROOF TPG. $525 77 $40,425 0.00 $0 $40,425 FILL CONC. $898 1 $898 0.00 $0 $898 - 7500 Roofing $0 0.00 $0 $0 ' 9902 Painting $0 0.00 $0 $0 15000 Process Piping $0 0.00 $0 $0 15400 Plumbing - $0 0.00 $0 $0 . 15500 HVAC $0 0.00 $0 $0 16000 1 Electrical $0 0.00 $0 $0 ,. UBTOTAL -� $62,721 $0 $52,721 _ DOR CONTROL FAC.A.B,&G 2200 Excavation $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE FOOTINGS $422 .297 $125,334 0.00 $0 $125,334 BASE SLAB $422 342 $144,324 0.00 $0 $144,324 WALLS $617 308 $190,036 0.00 $0 $190,036 COLUMNS $617 17 $10,489 0.00 $0 $10,489 PAGE14 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott --CONTRACT AMOUNT— —EXCLUDED— --INCLUDED-- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value BEAMS $587 65 $38,165 0.00 $0 $38,155 ROOF TPG. $417 52 $21,684 0.00 $0 $21,684 MISC. $417 314 $130,939 0.00 $0 $130,939 ROOF SLAB $598 22 $13,145 0.00 $0 $13,145 7500 Painting :Q$O 0.00 $0 $0 15000 Process Piping 0.00 $0 $0 16000 Electrical 0.00 $0 $0UBTOTAL sg1F---1F— $674.106jj DMIN.I MAINTEN.BLDG 2200 Excavation $0 0.00 $0 $0 - 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE BASE SLAB $454 462 $209,748 0.00 $0 $209,748 . WALLS $638 259 $165,242 0.00 $0 $165,242 COLUMNS $638 64 $40,832 0.00 $0 $40,832 ELEV.SLAB $672 569 $382,368 0.00 $0 $382,368 FOOTINGS $454 142 $64,468 0.00 $0 $64,468 GRADE BMS. $454 45 $20,430 0.00 $0 $20,430 ROOF TPG. $504 82 $41,328 0.00 $0 $41,328 MISC. $503 1 15 $7,645 '0.00 $0 1 $7,545 7500 Roofing $0 0.00 $0 $0 8250 ALUM.WINDOWS ADMIN.ISTNWMATERIALS $10,195 0.00 $0 $10,195 LABOR : $51106 0.00 $0 $5,105 ADMIN.2ND NW MATERIALS $14,740 0.00 $0 $14,740 PAGE15 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4 199 Contract No, 93 - 1 CONTRACTOR: Mortenson /Westcott CONTRACT AMOUNT- -EXCLUDED- -INCLUDED-- Spec Descrlpdon of Work Scheduled %or %or Sed Unit Unit Cost Quantity Value Quantity Value Quantity Value' LABOR $7,380 0.00 $0 $7,380 ADMIN.IST NE MATERIALS $7,385 0.00 $0 $7,365 LABOR $3,695 0.00 $0 $3,695 - ADMIN,2ND NE MATERIALS $18,690 0.00 $0 $18,690 LABOR $9,360 0.00 $0 $9,360 - MAINT.ISTFLR MATERIALS $2,850 0.00 $0 $2,850 - LABOR $1,425 0.00 $0 $1,425 9902 PainOng $0 0.00 $0 $0 14240 PASSENGER ELEVATOR MATERIAL 1 1 $26,300 0.00 $0 $26,300 LABOR $31,578 0.00 $0 $31,578 15000 Process Piping $0 0.00 $0 $0 15400 Plumbing $0 0,00 $0 $0 15500 HVAC $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 1 1 $0 UBTOTAL -� $1,07Q844 $0 $1,070,644 PERATIONS BUILDING 2200 Excavation $0 0,00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE BASE SLAB $494 762 $376,428 0.00 $0 $376,428 WALLS $646 1483 $958,018 0.00 $0 $958,018 ELEV.SLAB $709 536 $380,024 0.00 $0 $380,024 FILL CONC. $593 151 $89,543 0.00 $0 $89,543 MISC. $593 99 $58,707 0.00 $0 $58,707 PAGE16 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott CONTRACT AMOUNT-- EXCLUDED- --INCLUDED •- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value COLUMNS $646 2 $1,292 0.00 $0 $1,292 GRADE BMS. $494 81 $40,014 0.00 $0 $40,014 PILE CAPS $494 34 $18,772 0.00 $0 $16,772 ROOF TPG. $593 28 $16,604 0.00 $0 $16,604 -7500 Roofing $0 0.00 $0 $0 8250 ALUM.WINDOWS MATERIALS $1,150 0.00 $0 $1,150 LABOR $575 0.00 - $0 $575 9902 PalnOng $0 0.00 $0 $0 14240 PASSENGER ELEVATOR MATERIAL $50,333 0.00 $0 $50,333 LABOR $73,000 0.00 $0 $73,000 15000 Process Piping $0 0.00 $0 $0 15400 Plumbing $0 0.00 $0 SO 15500 HVAC $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 $0 UBTOTAL $2,062,460 SO �� 52,062,460 ELECTRICAL BUILDING 2200 Excavation $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE FOOTINGS $508 45 $22,880 0.00 $0 $22,860 WALLS $772 90 $69,480 0.00 $0 $69,480 COLUMNS $772 .5 $3,860 0.00 $0 $3,860 BASE SLAB $508 87 $44,196 0.00 $0 $44,196 BEAMS $775 28 $20,150 0.00 $0 $20,150 PAGE17 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott --CONTRACT AMOUNT-- EXCLUDED -- --INCLUDED-- Spec Description of Work Scheduled %or %or Sect unit Unit Cost Quantity Value Quantity Value Quantity Value ROOF TPG. $495 38 $18,810 0.00 $0 $18,810 7500 Roofing $0 0.00 $0 $0 8250 ALUM.WINDOWS MATERIALS $5,145 0.00 $0 $5,145 LABOR $2,575 0.00 $0 $2,575 `:-9902 Painting -$0 0.00 $0 $0 15000 Process Piping $0 0.00 $0 $0 15400 Plumbing $0 0.00 $0 $0 15500 HVAC $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 $0 UBTOTAL $187,078 $0 $187,076 ALEM NECK PUMP STATION 2200 Crushed Stone $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE BASE SLAB $485 76 $36,860 0.00 $0 $36,860 WALLS $620 193 $119,660 0.00 $0 $119,660 ROOF SLAB $626 49 $30,674 0.00 $0 $30,674 FILL CONC. $837 5 $4,185 0.00 $0 $4,185 MISC. $837 4 $3,348 0.00 $0 $3,348 7500 Roofing $0 0.00 $0 $0 9902 Painting $0 0.00 $0 $0 11281 SLUICE GATES MATERIALS $0 0.00 $0 $0 11281 LABOR $0 0.00 $0 $0 150.0b Process Piping $0 0.00 $0 $0 15400 Plumbing $0 0.00 $0 $0 PAGE18 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract-No. 93 - 1 CONTRACTOR: Mortenson / Westcott CONTRACT AMOUNT-• EXCLUDED •- INCLUDED -- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value 15500 HVAC $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 $0 UBTOTAL —� $194,727 = SO C� 5194,727 rExcavation TRUCTURES $0 0.00 $0 $0 ill - $0 0.00 $0 $0 TE BASESLAB $345 95 $32,775 0.00 $0 $32,775 WALLS $486 50 $24,300 0.00 $0 $24,300 ELEV.SLABS $506 2 $1,012 0.00 $0 $1,012 3300 FILL CONC. $321 186 $59,706 0.00 $0 $59,706 DUCT BANK $321 679 $222,475 0.00 $0 $222,475 PIPE ENC. $321 100 $32,100 0.00 $0 $32,100 MISC. $321 2 $842 0.00 $0 $642 FOOTINGS $345 23 $7,935 0.00 $0 $7,935 UBTOTAL 5360,946 SO b380,945 OTAL BASE CONTRACT Before Adustlilent $104,672,132 1$41,229.94d Agreed Adjustment to Values ( 6,334,219) + 6,334,219 Total Base Contract $104,572,132 $34,895,721 $69,676,411 PAGE19 SERAFINI, SERAFINI AND DARLING ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 JOHN R. SERAFINI, SR. TELEPHONE JOHN R. SERAFINI,JR. 508-744-0212 JOHN E. DARLING 617561-2743 ELLEN M. WINKLER TEL1R JOSEPH C. CORRENTI October 20, 1995 508-747414663 Leo E. Tremblay Inspector of Buildings City of Salem One Salem Green Salem, Massachusetts 01970 RE: South Essex Sewerage District Building Permit for Contract 93-1 State Building Code Appeals Board Docket No. 95-073 Dear Mr. Tremblay: Enclosed for your file on the above-referenced matter are the following: 1. Copy of the settlement Agreement between the City and the South Essex Sewerage District dated October 19, 1995. The copy has original signatures of all parties. I am also sending a fully executed copy to Mr. Femino. 2 . The District's check in the amount of $89, 002. 28 in payment of the balance of the building permit and electrical permit fees in accordance with Paragraph 2 of the Agreement. Thank you for your cooperation. Sincerely, JOHN E. DARLING JED/ln enclosures:2 cc with enclosures: Leonard F. Femino, Esq. Raymond G. Bouchard Arthur A. Knight, Jr. Raymond D. Masak William E. Mackey, Jr. James Maher rY 71 Jtcz/,e �.FJaa�c�a��radizt�✓ axtc� o�zd.anc�..7G2nc�.crd, t�rz�7 '4z'WOAV�Y/,Z& ©AW,.4uz"� WILLIAM F. MELD �/ d 02 08 KENTARO TSUTSUMI Gowmor Chairman KATHLEEN M. OTOOLE THOMAS L.ROGERS Secrelery TEL: (617) 7273200 FAX: (617) 227-1754 Administrator July 31, 1995 Leo Trembley Inspector of Buildings One Salem Green Salem MA 01970 Docket Number: 95-073 Property Address: 50 Fort Avenue, Salem Hearing Date: August 29 , 1995 Hearing Time: 12: 30 PM The Appeal for the subject property has been scheduled to be heard on the hearing date and time indicated above. The hearing will take place in the State Board of Building Regulations and Standards (BBRS) Conference Room (Room 1310) at the McCormack State Office Building, One Ashburton Place, Boston, Massachusetts 02108. The State Building Code Appeals Board requires your presence or that of your representative at its hearing relative to the above mentioned case. Please bring with you a copy of the record, including any documents, plans, sketches, drawings, etc. , that will help to give the Appeals Board grounds to adjudicate this appeal. Sincerely; THE STATE BUILDING CODE APPEALS BOARD Patricia A. Brennan Program Manager Ayakhna'and WILLIAM F.WELD // 0208 KENTARO TSUTSUMI Gowmor `fid Chairmen KATHLEEN M.OTOOLE THOMAS L.ROGERS Secretary TEL: (617)7273200 FAX: (617) 227-1759 Administrator July 31, 1995 Leo Trembley Inspector of Buildings One Salem Green Salem MA 01970 Docket Number: 95-073 Property Address: 50 Fort Avenue, Salem Hearing Date: August 29, 1995 Hearing Time: 12 :30 PM The Appeal for the subject property has been scheduled to be heard on the hearing date and time indicated above. The hearing will take place in the State Board of Building Regulations and Standards (BBRS) Conference Room (Room 1310) at the McCormack State Office Building, One Ashburton Place, Boston, Massachusetts 02108. The State Building Code Appeals Board requires your presence or that of your representative at its hearing relative to the above mentioned case. Please bring with you a copy of the record, including any documents, plans, sketches, drawings, etc. , that will help to give the Appeals Board grounds to adjudicate this appeal. Sincerely; THE STATE BUILDING CODE APPEALS BOARD Patricia A. Brennan Program Manager . t S Page 1 WEEKLY CONSTRUCTION PROGRESS REPORT Project Title: Wastewater Treatment Plant Upgrade Contract No: 93-1 Owner: SESD State Project No. BMF-20-843-04 Location: 50 Fort Ave., Salem, MA Contractor: Mortenson/Westcott, a Joint Venture Work Period: From: May 27, 1996 To: May 31. 1996 Date of Report: June 3, 1996 Work Completed Contract Time Amount of Contract $104,572,132.00 Time of Contract 953 days Change Orders $840,492.00 Extensions - Total Contract Amount $105,412,624.00 Total Contract Time 953 days Payment to Date $46,531,059.00 Time to Date 621 days Percent Complete 44.2% Percent of Time 65.1% Change Orders Approved Pendine No. 1 Subbid Substitutions Pipe flange material substitution credit No. 2 Misc. Items Sludge equipment materials cr./VFD add No. 3 Lead Abatement Ported baffle plate credit No. 4 Haz. Waste Material Claim Asbestos abatement Sludge grinder credit Belt filter press addition Switch gear battery and VFD changes PVC conduit credit Grouted pile quantity overrun Page 2 Progress Report SITE WORK Note: The site was closed for the holiday, Memorial Day, Monday May 27, 1996 Mortenson/Westcott • Backfilling over the existing 66" PEFL piping to provide adequate protection for these pipes while staging the lifing of the access tunnel precast sections • Encasement continued at the Beverly/Danvers Forcemain • Installing precast concrete sections for access tunnel between new secondaries and existing primaries MAJIC Construction • Backfilling at encasement of 48" Beverly/Danvers Forcemain and reinstalling 18" drain and Manhole in that area • 18" drain at Odor A carbon tower area • Installing dresser coupling at the 48" PEFL at east end of Secondary Clarifier Norfolk • Installing pressure relief valves at Chlorine Contract Tank and Secondary Clarifier walls Maine Drilling and Blasting • Drilling rock in the area of 66" pipe crossing at access tunnel SECONDARY TREATMENT AREA Mortenson/Westcott • Millwrights installing sludge collection return tracks and assembling chain driver wheels to shafts for upper and lower clarifiers 1-3 • Completing underdrain at top level around west side of Effluent Pump Station and around Fan Building Page 3 Progress Report • Grading stone base at the Distribution box • Clearing off the deck of the Secondary Clarifier in preparation for the removal of the tower crane • Concrete finishers on Oxygen Reactor gallery walls The carpenters: • At the Oxygen Reactors, Secondary Clarifiers, Effluent Pump Station, Administration/Maintenance Building, Chlorine Contact Tanks, and Distribution Box continued formwork for walls, decks, and supported slabs including construction, erection, bracing, and stripping • The contractor's laborers placed 591 cubic yards of concrete this week for a total of 47,592 yards of concrete to date. Concrete placement for this week is as follows: Chlorine Contact Tank 60 cy at walls Odor Control "A" 18 cy fill at pipe encasement Administration Building 5 cy at col. Oxygen Reactors 20 cy at walls 140 cy at decks 72 cy at slabs Secondary Clarifiers 130 cy at walls 4 cy at cols. Page 4 Progress Report Sludge Process Building 106 cy at gravity belt thickener slab 36 cy at lime stabilization room slab and conveyor room#3 G&C Construction • Formwork at the Administration Building, Secondary Clarifiers, Chlorine Contact Tank, and the Maintenance Building Rusco Steel Placing rebar: • At the Secondary Clarifiers, Sludge Process Building, and the Administration/Maintenance Building, Oxygen Reactors, and Odor Control 'B" Aztec Steel: Placing rebar: • at the Oxygen Reactors Harris • Installing piping for RAS discharge at RAS pump gallery • Installing influent piping to Secondary Clarifier#7 • 42" OCP-SS sleeves at Chlorine Contact Tank deck Norfolk • Setting sleeves at effluent building east wall Page 5 Progress Report Reilly Electric • Conduit at the Effluent Pump Station pump room ceiling • Installing conduit at Oxygen Reactor D-19 • Installing conduit to fan building from effluent pump station Ryan Iron . Installing diffuser boxes at Secondary Clarifiers 46 and 47 ADMINISTRATION/MAINTENANCE BUILDING MW-JV • Footing forms for Maintenance building extension Norfolk Plumbing • Installing plumbing for first floor of existing section ELECTRICAL BUILDING MW-JV • Concrete finishers working on wing walls at south side of the building ODOR CONTROL "B" MW-JV Forms for footings at carbon tower Page 6 Progress Report SLUDGE PROCESS BUILDING (EXTENSION) MW-JV • Finishers on walls/beams/ceilings in the chemical room Demolition of existing substation over the existing pump gallery Reilly Electric • Preparing to installing conduit in the chemical room Harris • Beginning work on the 12" SOVF line at north wall of the chemical room SLUDGE PROCESS BUILDING Mortenson/Westcott Picking up demolition debris around the building • Finishing and grinding in the new pump rooms Moved lumber out of the building • Demolished steam piping • demolishing Steam piping in the Boiler Room • Demolishing panduit in the Pump Room • Jack hammering Boiler Pads • Demolished AHU 15 • Curing slab at 37.50 Sludge Tanks Rebar • No Work Formwork Page 7 Progress Report • Gravity Belt Thickener Curbs Removal of Formwork • No Work Cast in Place Concrete • Lime Stabilization Room Slab @ EL. 48 - 36 yds • Conveyor Room 43 @ EL. 38 • Laborers cleaned out Lime Stabilization Slab @ EL. 48 Rusco Steel Rebar • Gravity Belt Thickener Slab @ EL. 37.5 • Lime Stabilization Room @ EL. 48 Dorel Steel Operations Building • Began Resetting Pieces between C and D Line @ EL. 51 Reilly Electric • Pre fab conduit sections in the pump room • Conveyor Room 91 @ EL. 60 conduit • Fixing conduit @ Gravity Belt Thickener Slab @ EL. 37.5 • Stripping motor starters in the MCC Room • Worked on the stub up for the GBT's • Installing in slab conduit at elevation 40.5 and 60.2 • Moved material into the building Harris Mechanical • Worked on the Primary Sludge Transfer Pumps Page 8 Progress Report • Moved materials into the building • Worked in the addition on the odor control related piping Total Mechanical • Worked on setting the dry polymer equipment at 27.0 • Began the test of the new concentrated polymer tanks Flaherty Mechanical • Installing/welding steam piping in the Boiler Room M. J. Daily • Installing sprinkler main in the South Gallery VISITORS • Representatives of Summit Labs onsite for materials (concrete and soil) testing • Brian Hilliard of Haley & Aldrich onsite to review support of 66" PEFL piping • John Stothoff of Tighe & Bond onsite to attend meeting regarding upcoming Milestone E at the Process Building ames T. Maher Project Manager - Field Camp Dresser&McKee Inc. D� Page 1 WEEKLY CONSTRUCTION PROGRESS REPORT Project Title: Wastewater Treatment Plant Uoerade Contract No: 93-1 Owner: SESD State Project No. BMF-20-843-04 Location: 50 Fort Ave., Salem. MA Contractor: Mortenson/Westcott, a Joint Venture Work Period: From: November 6, 1995 To: November 10, 1995 Date of Report: November 15, 1995 Work Completed Contract Time Amount of Contract $104.572.132 Time of Contract 953 days Change Orders $633.041 Extensions - Total Contract Amount $105.205.173 Total Contract Time 953 days Payment to Date $29.193.726.00 Time to Date 418 days Percent Complete 27.7% Percent of Time 43.9 % Change Orders Approved Pending No. 1 Subbid Substitutions Underdrain system deletion credit Wipe Fame materal substitution credit Sludge equipment materials cr/VFD add Additional asbestos abatement Page 2 Progress Report Brief Description of Work This Week SITE WORK Mortenson/W estcott • Disassembling VWS at area of Maintenance Building extension • Excavating at CMH-11 to allow Reilly to set conduit • Grading 3/4 stone at access roadway base behind Electric Building Reilly • Conduit and coring between Odor "A" and CMH-11 SECONDARY TREATMENT AREA Mortenson/Westcott • Excavating at SW corner of Oxygen Reactor • Placing 3/4 stone at OR base over filter fabric The carpenters: • At the secondary clarifiers, the oxygen reactors, and effluent pump station, continued formwork for walls, decks, and slabs on grade including construction, erection, bracing, and stripping • The contractor's laborers placed 291 yards of concrete this week for a total of 32,215 cubic yards of concrete to date. Concrete placement breakdown for this week is as follows: Administration Building 64 cy at foundation walls and footings Page 3 Progress Report Brief Description of Work This Week Concrete placement (cont.) Oxygen Reactors 8 cy at stairs 98 cy at walls Sludge Process Building Addition 55 cy at walls Sludge Process Building 32 cy at South Tank (Pour#3) 32 cy at North Tank (Pour#1) 2 cy fill • Laborers assisted carpenters with form work • Concrete finishers completed concrete slabs and patched tie holes Harris Mechanical • DIP and hangers at SC pipe gallery • Leveling 42" ML sleeves at OR walls at east end • SSC - DI and PW-DI w/hangers at SC pipe gallery • SSC - SS 12" -below telescopic valves • Pump shaft sleeves and othe misc sleeves at EPS motor room slab • Sleeves at OR walls & EPS main motor deck • Work on RAS suction piping at RAS pump gallery • 12" TKD at north 1/2 of RAS pump gallery continued • Installing 48" MLSS wall sleeves at influent channel to SC at north end • Various anchor bolts at the EPS motor deck Norfolk Page 4 Progress Report Brief Description of Work This Week • PRVs and risers at OR walls Rusco Steel • Placed reinforcement at various locations of the Secondary Clarifiers and the Effluent Pump Station Aztec Steel • Placed reinforcement at various locations of the Oxygen Reactors G&C • Forming (for concrete) work at the Secondary Clarifiers and Effluent Pump Station ODOR CONTROL "A" Reilly Electric • Coring foundation wall opposite CMH-11 • Conduit through east foundation wall OXYGEN GENERATION BUILDING Mortenson/Westcott • Formwork for concrete placement • Excavating for conduit to be buried beneath slab at grade • Backfilling previously installed conduits beneath slab at grade Page 5 Progress Report Brief Description of Work This Week ADMINISTRATION/MAINTENANCE BUILDING Mortenson/Westcott • Formwork for concrete • Backfilling to slab grade inside existing Administration • Excavating at west extension footings Norfolk Plumbing • Reparing gas trap vent knocked out during wall demolition at Maintenance Building Reilly Electric • Coring foundation of existing Maintenance Building for conduits D&G Demolition • Demolition removals (block etc.) at Maintenance Building ELECTRICAL BUILDING Dependable Masonry • Completed brickwork at south wall and began washing south wall Reilly Electric • Repairing damaged MECO transformer door (middle bay) Page 6 Progress Report Brief Description of Work This Week SLUDGE PROCESS BUILDING (Addition) Mortenson/Westcott • Formwork and cast-in-place concrete Rusco Steel • Placed reinforcement Harris Mechanical • Sleeves at south wall above slab at el 10.0 (tank room ) SLUDGE PROCESS BUILDING Mortenson/Westcott • Poured the 8A& 8B transformer pads • Poured door ways at elevation 6.0 and 16.50 Carpenters erected safety railing and ladders • Laborers chipped out for floor drains to be added in the boiler room • Carpenters worked in the addition • Laborers chipped out for the 12 drain in the Grit Tunnel Sludge Tanks Formwork The carpenters: • at the South Tanks, stripped pour#2 and formed walls for pour#3 • at the North Tank, formwork for pour#1 Page 6 Progress Report Brief Description of Work This Week SLUDGE PROCESS BUILDING (Addition) Mortenson/Westcott • Formwork and cast-in-place concrete Rusco Steel • Placed reinforcement Harris Mechanical • Sleeves at south wall above slab at el 10.0 ( tank room) SLUDGE PROCESS BUILDING Mortenson/Westcott • Placed concrete at 8A& 8B transformer pads • Placed concrete for enclosing door ways at elevation 6.0 and 16.50 • Carpenters erected safety railing and ladders • Laborers chipped out for floor drains to be added in the boiler room • Carpenters worked in the addition • Laborers chipped out for the 12" drain in the Grit Tunnel Sludge Tanks Formwork The carpenters: • at the South Tanks, stripped pour#2 and formed walls for pour 93 • at the North Tank, formwork for pour#1 Page 7 Progress Report Brief Description of Work This Week Cast in Place Concrete • North Tank Pour#1 - 32 yds • South Tank Ex;sting door openings @ EL. 6.00' and EL. 16.50' - Approx 2 yds. • South Tank Pour#3 - 32 yds Total concrete placement--66 cy • Laborers continued drilling dowel holes for North Blended Sludge Tank slab. • Laborers continued drilling anchor bolt holes for North& South Blended Sludge Tank walls. • Laborers began cleaning area between tanks Rusco Steel Rebar • Placed reinforcement D & G Demolition • Demolished the office area at elevation 45.0 • Removed debris from the pump room • Demolished the elevator shaft • Demolished the grating and railing at elevation 6.0 Norfolk Mechanical • Installed floor drain in the boiler room Reilly Electric • Reviewed the drawings • Installing page party conduits in the pump room Reilly Electric (cont.) Page 8 Brogress Report Brief Description of Work This Week Reilly Electric (cont.) • Removed lights in the office area hallway • Core drilling at elevation 10.0 • Cut and made safe at elevation 45.0 Harris Mechanical • Moved materials into the building • Installed sleeves in the addition foundation • Set wall penetrations in the sludge tanks Total Mechanical • Reviewing the drawings Flaherty Mechanical • Reviewing the drawings Worcester Air • Installed temporary ducts into the locker room VISITORS • Representatives of Summit/ConTest Lab onsite for duties associated with materials (concrete) testing • Ed Moll of Lim Consultants onsite to review structural issues at the Process Building T YJ Ames T. Maher Project Manager -Field Camp Dresser & McKee Inc. AZ& �1.'d 'Ic�o"�5or� © �� Urze Sd'dL:Gucxloz J`ace _ GJacurL �30� WILLIAM F.WELD /7J // eU402708 KENTARO TSUTSUMI Governor Chairman KATHLEEN M.OTOOLE THOMAS L.ROGERS Secretary TEL: (617) 7273200 FAX: (617) 227-1754 Administrator STATE BUILDING CODE APPEALS BOARD Date: October 25, 1995 Name of Appellant: South Essex Sewerage District Attn: Mr. John E. Darling Serafini, Serafini and Darling Service Address: 63 Federal Street Salem, MA 01970 Re: Docket Number: 95-073 Property Address: 50 Fort Avenue Salem, MA Date of Hearing: October 19, 1995 Appellant: same as above We are pleased to enclose a copy of the decision relative to the above case wherein certain variances from the State Building Code had been requested. Sincerely: STATE BUILDING CODE APPEALS BOARD F ..%Patricia A. Brennan, Clerk cc: State Building Code Appeals Board ";Building Official] STATE BUILDING CODE APPEALS BOARD Docket Number: 95-073 Date: October 25, 1995 Building Code Section(s) subject to appeal: Section 118 - Fees S/........ Granted ❑ ............ Denied ❑........... Interpretation ❑ ............Granted with conditions (see below) ❑........... Other I/....... Unanimous ❑ ............ Majority CONDITIONS/PROVISOS/COMMENTS/INTERPRETATION, if any: The Board voted unanimously to allow the appellant's request to have this appeal dismissed without prejudice due to a settlement having been reached in this matter. See attached correspondence from Serafini, Serafini and Darling. h�ep�following members voted in the above manner: Thomas Donovan /j Stanle i Shuman William Dolan Chairman A complete administrative record including the audiotape of the proceedings is on file with the offices of the Building Code Appeals Board. A true copy attest, dated C�� ✓ o�J` ��f"5- jPatricia A. Brennan, Clerk Any person aggrieved by a decision of the State Building Code Appeals Board may appeal to a court of competent jurisdiction in accordance with Chapter 30A, Section 14 of the Massachusetts General Laws. SERAFINI, SERAFINI AND DARLING ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 JOHN R. SERAFINI, SR. TELEPHONE JOHN R. SERAFINI,JR. 506.744.0212 JOHN E. DARLING 617.561-2743 ELLEN M.WINKLER TELECOPIER JOSEPH G. CORRENTI 506-7414663 October 19, 1995 VIA TELECOPIER AND FIRST CLASS MAIL Patricia A. Brennan, Program Manager The State Building Code Appeals Board One Ashburton Place - Room 1301 Boston, Massachusetts 02108 - RE: Docket No. : 95-073 Property Address: 50 Fort Avenue, Salem Appellant: South Essex Sewerage District Hearing Date: October 19, 1995; 12: 00 p.m. Dear Ms. Brennan: The South Essex Sewerage District and the City of Salem have reached a settlement of the above-referenced appeal. Enclosed for .filing is a Stipulation of Dismissal from counsel for both parties. We appreciate the Board' s time and consideration of this matter. Sincerely, f John E. Darling JED:jaf Enclosure cc: Leonard F. Femino, Esq. COMMONWEALTH OF MASSACHUSETTS STATE BUILDING CODE APPEALS BOARD Docket No. 95-073 IN THE MATTER OF: ) APPEAL OF THE SOUTH ESSEX SEWERAGE DISTRICT ) FROM A DETERMINATION BY ) THE CITY OF SALEM BUILDING INSPECTOR ) STIPULATION OF DISMISSAL The South Essex Sewerage District and the City of Salem hereby stipulate that the above-entitled matter be dismissed without prejudice. DATED: October 19, 1995 Respectfully submitted, SOUTH ESSEX SEWERAGE DISTRICT by its attorney, John E. Darling BBO # 114370 Serafini, Serafini and Darling 63 Federal Street Salem, Massachusetts 01970 (508) 744-0212 CITY OF SALEM by its attorney, Leonard F. Femino Assistant City Solicitor One School Street Beverly, Massachusetts 01915 (508) 921-1990 THE MASSACHUSETTS STATE BUILDING CODE SECTION 116.0 DEMOLITION OF STRUCTURES 116.1 Service connections: Before a building or structure can be demolished or removed, the owner or agent shall notify all utilities having service connections within the building or structure, such as; water, electric, gas, sewer and other connections. A permit to demolish or remove a building or structure shall not be issued until a release is obtained from the utilities, stating that their respective service connections and appurtenant equipment,such as; meters and regulators have been removed or sealed and plugged in a safe manner. 116.2 Lot regulation: When a building or structure has been demolished or removed and a building operation has not been projected or approved, the vacant lot shall be filled with nonorganic fill, graded and maintained in conformity with adjacent grades. The lot shall be maintained free from the accumulation of rubbish and all other unsafe or hazardous conditions which endanger the health of the public; provisions shall be made to prevent the accumulation of water or damage to any foundations on the premises or the adjoining property; and the necessary retaining walls and fences shall be erected in accordance with the provisions of Article 30. SECTION 117.0 MOVED STRUCTURES 117.1 General: Buildings and structures moved into or within the jurisdiction shall comply with the provisions of this code. SECTION 118.0 FEES 118.1 General: A permit shall not be issued to begin work for new construction, alteration, removal, demolition or other building operation until the fees prescribed by municipal ordinance or bylaw shall have been paid to the city or town collector or other municipal agency authorized to collect such fees. 118.2 Other fees: The payment of the fee for the construction, alteration, removal or demolition and for all work done in connection with or concurrently with the work contemplated by a building permit shall not relieve the applicant or holder of the permit from the payment of other fees that may be prescribed by law or ordinance for water taps, sewer connections, electrical and plumbing permits, erection of signs and display structures, marquees or other appurtenant structures, or fees for inspections, certificates of use and occupancy or other privileges or requirements, both within and without the jurisdiction of the building department. 1-20 780 CMR - Fifth Edition § 7-2 BUILDINGS AND BUILDING CODE § 7-2 siding and roofing. The exact fee shall consist of five dollars($5.00)application fee plus five dollars ($5.00)per one thousand dollars($1,000.00)or frac- tion thereof of the estimated construction cost. 4. A fee of ten dollars ($10.00) shall be charged for the replacement of a lost permit. 5. A fee of twenty-five dollars ($25.00) shall be charged for research and correspondence relative o code compliance. A fee of thirty dollars ($30.00) plus twenty dollars ($20.00), per trip to the ar- chives shall be charged for correspondence sub- stantiating existing real estate use, noncon£ormi- ties and other related conditions. A fee of twenty dollars ($20.00) shall be charged per trip to the archives. Etl lumbing permit fees shall be in accordance withe following schedule: i —Residential New construction—$50.00 for up to 5 fixtures, plus $5.00 per fixture over 5. Remodel kitchen or bath—$25.00 One plumbing fixture—$10.00. Replacing pipes, water piping or waste pip- ing—$20.00. Electric hot water tank—$15.00. Sprinkler work—$25.00 1-9D—$10.00. Reinspection fee for unacceptable work— $20.00. Deduct water meter—$10.00 Annual inspection of testable back flow pre- vention device—$20.00 Annual inspection of non-testable back flow prevention device—$10.00 Fine violation—$200.00. b,CCommercial/industrial: L construction—$75.00 for first 8 fixtures, us $5_OO,per,fixture over 8._ Supp. No. 22 523 i § 7.2 SALEM CODE § 7-2 Existing buildings—$25.00,plus$5.00 per fix- ture. Reinspection for unaccepted work—$20.00 for each reinspection. Fine violation—$200.00. 7. Gas permit fees shall be in accordance with the following schedule: a. Residential: New construction—$25.00,plus$5.00 for each fixture. Remodeling/repairs—$15.00. Hot water tank-520.00. Boilers—$20.00. 1-9D—$10.00. Piping only—$20.00. Maximum for residential—$50.00. Reinspection for unaccepted work—$20.00. Fine violation—$200.00. b. Commercial/industrial: Initial permit—$30.00, plus$10.00 each addi- tional fixture. Piping only—$200.00. Maximum for commercial/industrial—$5.00. Reinspection for unaccepted work—$20.00 for each reinspection. Fine violation—$200.00. (4) No fee paid in connection with an application for a building, plumbing or gas permit shall be returned if a permit is granted whether or not the work is done. (b) (1) A building or structure hereafter shall not be used or occupied in whole or in part until a certificate of use and occupancy shall have been issued by the inspector of buildings. Where fees are not established by the code, the following schedule shall be applied]to deter- mine the applicable fee for each certification: 4 [ 1 to 5,000 square feet of total floor area. $25.00 Supp. No. 22 524 6 I1-59 SALEM CODE § 11-54 • Sec. 11.54. General permit fees. The general schedule of permit fees shall be as set forth in this section: Ten dollars ($10.00) minimum fee for any electrical work per- formed in all types of property. Two dollars($2.00)per thousand on building permit valuation, renovations and new work, which also includes city build inns. ---u - — • § 11-52 ELECTRICITY § 11-53 new construction as shown on the building permit application, such fee reasonably representing the cost to the City of Salem of inspection services. New construction shall mean a complete new building, remodeling, or addition to an existing building. (Ord. of 7-20-70, § 1; Ord. of 2.26-76, § 8; OOrd. of 10-23-80, § 1) Sec. 11.53. Blanket permits or election to contract to pay for inspection services; fees. A Massachusetts licensed electrician must file annually, on behalf of the owner of any business of a commercial or industrial nature, including utility companies, utilizing machinery of any kind, a request for a blanket permit for all electrical work, in- cluding installations not requiring a building permit, preventa- tive maintenance, and repairs. Periodic inspections of all elec- trical work,based on monthly reports to be made to the electrical department by the licensee, are required. For a blanket permit for all electrical work in properties of the • aforementioned nature, the permittees must pay the following fees to the City of Salem, or they may at their discretion elect to contract in writing to pay for the services of the electrical depart- ti ment inspectors at the rate of fifteen dollars ($15.00) per inspec- tion visit, time after the first hour of inspection to be billed at fifteen dollars ($15.00) per hour. (a) Twenty-five dollars ($25.00) where the average number of employees during the preceding six(6)months is ten(10)or less (effective January 1, 1976). (b) Fifty dollars ($50.00) where the average number of em- ployees during the preceding six (6) months is more than ten (10) but less than one hundred (100). (c) One hundred dollars ($100.00) where the average number of employees during the preceding six (6) months is be- tween one hundred (100) and three hundred (300). (d) One hundred and fifty dollars($150.00)where the average number of employees during the preceding six(6)months is more than three hundred (300). • (Ord. of 7-20-70, § 1; Ord. of 2-26-76, § 9) Supp. No. 22 745 grt:' ;s § 7-2 SALEM CODE § 7-2 j (a) There are hereby established provisions relating to fees: (1) Whoever applies for a building permit shall pay at the time of filing his application the fee established under this chapter of the Code of Ordinances of the City of Salem. All fees shall be paid in cash or by certified check payable to the City of Salem. (2) For solid fuel burning appliance,,a_fee_of_fifteen dol- lars($15.00)shall be charged. A minimum fee of twenty C ($20.00 s) hall`be ccharged for all building per- mit applications, including new construction, alterations, repairs, remodeling, and all swimming pool and sign' (construction. The exact fee shall consist of five dollars $5.00) application fee plus six dollars ($6.00) per one thousand dollars ($1,000.00) or fraction thereof of the/ estimated construction cost. (3) The estimated construction costs shall be figured at current local average building costs as determined by the inspector of buildings, but must be reasonably based upon reference to F.W. Dodge valuation service or other recognized valuation manual [except] as herein established: 1. For new single- and two-family dwellings the es- timated cost shall be established at forty-five dol- lars ($45.00)per square'f' t of floor area,includ- ing attached ga ar ges an d'habitablefbasements. The same formula shall be applied to additions to existing buildings. For all other new construction, the estimated cost shall be established at forty- five dollars ($45.00) per square foot of floor area. The same formula shall be applied to additions to existing buildings. 2. The fee for demolitions or moving of a building or structure shall be at the rate of two dollars($2.00) per one hundred (100) square foot gross area and there shall be a minimum fee of fifteen dollars ($15.00). 3. A minimum fee of twenty dollars($20.00)shall be charged for all building permit applications for Supp.No.19 522 Chapter 7 BUILDINGS AND BUILDING CODE* Art. 1. In General,§§7.1-7.20 Art. II. Maintenance of Structures and Property,§§7-21-7.35 Div. 1. Generally,§§7-21-7-30 Div. 2.,Uns-ghtly conditions,§§7-31-7.35 ARTICLE I. IN GENERAL r . # , Sec. 7-1. Adopted. For the purposed regulating the construction, reconstruction, alteration, repair, demolition, removal, inspection, classification and definition of any building or structure; the use and/or occu- pancy of all buildings and structures and parts thereof; the es- tablishment of fees as outlined herein; and the standards or re- quirements for materials to be used, that certain code known as the"Commonwealth of Massachusetts State Building Code"made f by the authority of Chapter 802 of the Acts of 1972 and as sub- sequently amended, (copy of which code is now on file in the office C of the city clerk), being the whole thereof and except as such additions are set forth in section 7-2, is hereby adopted and in- corporated as fully as if set out at length herein. (Ord. of 9-11-80, § 1) Sec. 7.2. Additions. The additions referred to in section 7-1 are as follows: 'Editor's note—Ord.of Sept.11,1980,§ 1,repealed former Ch. 7,§§7-1-7-3, relative to the city's building Code,and enacted in lieu thereof a new Ch. 7, §§ 7-1-7-5,as herein set out.Former Ch.7 was derived from Ord.of April 27, 1972, §§ 1,2;Ord.of Jan.9,1975,§ 1;Ord.of Dec.23, 1975,§ 1;Ord.of Oct. 14, 1976, §§ 1,2;and Ord.of Sept.28, 1978, § 1. Cross references—Director of public property,§2-388;assistant building in- _ spector,§2-394;department of public works,§2-405 at seq.;electricity,ch.11;fire prevention and protection,ch.12;planning,ch. 19;plumbing code,ch.20;sewers and drains, ch. 23; streets and sidewalks, ch. 26; water, ch. 32; signs and bill- boards,§3.21 at seq.;fees for permits granted by fire dept., § 15-11.1;certificate of fitness, §2-344;water, Ch.32. State law reference—Inspection and regulation of buildings,M.G.L.A.c. 143. Supp.No.19 521 rA • B C / 0 f F C x ED FPCILRY ENTRANCE/EYIT *' - - - - FORS- AVENUE liT - - - ........ .......... U. 11111 1 ' II FORT AVENUE p ® o ,a' ' ,�;� I i q n 7 � k a�7•tfrfrnt i '��, ,, � c AREA OFF LIMITS m I IT- - -� .FAOL'RYg=E rQ i '$p,1 TO CONTRACTOR OSIA i:[i •Br oTNEa55 § ® �© I a+ .y �' - MO F- ----------- ° 1 �ig 1Ir - I I' rj� � ' " >�Bc. _ __ ____________� .0 . Q8 _ _ •NeN JdcaoP`,nwsw�"� r euorr 1 .. .. o vW le, _ 1 ^ S� nv arATroN SEE SNEE; F ICE v SEE SHEET NO.C-1 r A ERS ---_,- -- NO. C-2 ) -------- —_____--______—___ l O TEMPORARYO �\ U\v\ O OCCUPANCY CY 7i SITE LOCATION ' REFERENCE LINE I O 0 C A T C 0 V E S M I T H P 0 0 L O ( A T A T I C 0 C E A N 1 i \ \ � 00 PLAN I I f; PLAN II `\ 11 si r _1 � 0 LE C, l/ O South Essex Sewerage District - WASTEWATER TREATMENT PLANT EXPANSION Categories of work/costs included in Construction Contract but not subject to Code regulation: 1. SITEWORK • Roadways and paving • Buried wastewater process piping systems • Fences under 6 feet high • Landscape planting, loaming and seeding • Irrigation System 2. FURNISHINGS • Tackboards and chalkboards • Room and wastewater process identification signage, dedication plaque • Floor mats • First aid kits • Projection screens • Window blinds • Office furniture and accessories • Manufactured laboratory casework and glassware • Storage shelving 3. EQUIPMENT • Office computers and equipment • Shop tools • Laboratory sample analysis equipment • Wastewater treatment process equipment and piping systems • Mechanical process for collection and treatment of odorous air • Mechanical process equipment and piping for conditioning and dewatering solids • Chemical storage and piping systems • Process control instrumentation system, data highway, and computers 4. COMMUNICATION SYSTEMS • Telephone system • Paging and Intercom system • Closed circuit television system 5. SITE REMEDIATION • Removal of incinerator ash • Decontamination of soils and groundwater treatment • Personnel hygiene control measures • Vehicle wash system 6. CONTRACT ADMINISTRATION • Insurance and bonds • Mobilization/demobilization • Manufactured buildings/trailers, office furnishings and equipment • Progress photography and video • Spare parts • Pipeline testing • Security expenses • Communications equipment and expenses • Training of plant personnel • Plant equipment startup and testing fffxe� C� Ol Yale* WILLIAM F.WELD /dam 02'08 KENTARO TSUTSUNV Govemor •.O c/LlQdd Chairman KATHLEEN M. OTOOLE THOMAS L.ROGER Secretary TEL: (617) 727.3200 FAX: (617) 227-1754 Administrator June 28, 1995 Leo Trembley inspector of Buildings One Salem Green Salem MA 01970 Docket Number: 95-073 Property Address: 50 Fort Avenue, Salem Hearing Date: July 20, 1995 Hearing Time: 12: 30 PM The Appeal for the subject property has been scheduled to be heard on the hearing date and time indicated above. The hearing will take place in the State Board of Building Regulations and Standards (BBRS) Conference Room (Room 1310) at the McCormack State Office Building, One Ashburton Place, Boston, Massachusetts 02108. The State Building Code Appeals Board requires your presence or that of your representative at its hearing relative to the above mentioned case. Please bring with you a copy of the record, including any documents, plans, sketches, drawings, etc. , that will help to give the Appeals Board grounds to adjudicate this appeal. Sincerely; THE STATE BUILDING CODE APPEALS BOARD Patricia A. Brennan Program Manager WILLIAM F.WELD ��]// �j��/�/ j{� KENTAR07SUTSUMI Gavemor "" moi "�'" _ �'� O'2'08 Quiman KATHLEEN M.OTOOLE THOMAS L.ROGERS Secretary TEL: (617)7273200 FAX: (617)227-1754 Administrator October 6, 1995 Leo Trembley Inspector of Buildings One Salem Green Salem MA 01970 Docket Number: 95-073 Property Address: 50 Fort Avenue, Salem Hearing Date: October 19, 1995 Hearing Time: 12: 30 PM The Appeal for the subject property has been scheduled to be heard on the hearing date and time indicated above. The hearing will take place in the State Board of Building Regulations and Standards (BBRS) Conference Room (Room 1310) at the McCormack State Office Building, One Ashburton Place, Boston, Massachusetts 02108. The State Building Code Appeals Board requires your presence or that of your representative at its hearing relative to the above mentioned case. Please bring with you a copy of the record, including any documents, plans, sketches, drawings, etc. , that will help to give the Appeals Board grounds to adjudicate this appeal. Sincerely; THE STATE BUILDING CODE APPEALS BOARD atricia A. BYennan Program Manager r exert CA 01'opw'�' '/q&Y . pooaa 0/-0BRe�wand J&n �/ /&& O� � WILLIAM F. WELD one a�4td ,'X on 'A" - /3024 KENTARO TSUTSUMI Governor 'Ifffwa� 0'e108 Chairman THOMAS C. RAPONE THOMAS L. ROGERS Secretary TEL: (617)727-3200 FAX: (617)227-1754 Administrator STATE BUILDING CODE APPEALS BOARD - SERVICE NOTICE DOCKET NUMBER: (Stam Use Only) 1 John E. Darling as Attorney for the Appellant/Petitioner South Essex Sewerage District in an appeal filed with the State Building Code Appeals BoardonJune 7 ,. 1995 HEREBY SWEAR UNDER THE PAINS AND PENALTIES OF PERJURY THAT IN ACCORDANCE WITH THE PROCEDURES ADOPTED BY THE STATE BOARD OF BUILDING REGULATIONS AND STANDARDS AND SECTION 121.2.1 OF THE STATE BUILDING CODE, I SERVED OR CAUSED TO BE SERVED, A COPY OF THIS APPEAL APPLICATION ON THE FOLLOWING PERSON(S) IN THE FOLLOWING MANNER: NAME AND ADDRESS OF , PERSON/AGENCY SERVED METHOD OF SERVICE DATE OF SERVICE Leo E. Tre'nhlay, Inspector of City of Salem Buildings One Salem Green Certified Mail - Return June 7, 1995 Sa em, ceipt Requestec. Robert A. Ledoux, City No. : Z 133 396 041 59 Federal Street icitor Salem, MA 01970 Certified Mail - Return June 7, 1995 Receipt Requested No.': Z433, 39 40 John E. Darling St ture: APPELLANT/PETITIONER On the 7th Day of June 19 95 , PERSONALLY APPEARED BEFORE ME THE ABOVE NAMED John E. Darling, Attorney for South Essex Sewerage District (Type or Print the Nalne of the Appellant) AND ACKNOWLEDGED AND SWORE THE ABOVE STATEMENTS TO BE TRUE. , 4 NO RY P BL C J ifer Felice MY COMMISSIOf]OUUE�P IRES h:\users\bbrs\fors\servnote.fnn January l , 1 Revised 11/92 SERAFINI, SERAFINI AND DARLING ATTORNEYS AT LAW 63 FEDERAL STREET SALEM. MASSACHUSETTS 01970 - - JOHN R. SERAFINI, SR. TELEPHONE JOHN R. SERAFINI,JR. 506-744.0212 JOHN E. DARLING 617-561-2743 ELLEN M.WINKLEft TELECO PIER JOSEPH C.CORRENTI 506-741-4663 April 5, 1995 Leo E. Tremblay Inspector of Buildings City of Salem One Salem Green Salem, Massachusetts 01970 RE: South Essex Sewerage District Contract 93-1, Wastewater Treatment Plant Upgrade Dear Mr. Tremblay: I am writing further to my letter of February 9, 1995 concerning the calculation of the building permit fee for the above project. The District's design engineer, Camp Dresser & McKee Inc. ("CDM") , has now received and evaluated the general contractor's detailed schedule of values for the project. CDM has given the District a revised analysis of the portions of the project which are subject to the state building code based on its knowledge of the project and the revised information supplied by the general contractor. A copy of CDM's memorandum is enclosed. the memorandum concludes that the portion of the project subject to the building code and thus to a building permit fee is $58,578,242. 00. As referenced in the memorandum, this is a change from CDM's evaluation of November 11, 1994 which showed $78, 068, 169. 00 as the portion of the project which is subject to the code. The difference became apparent when the contractor submitted its corrected cost breakdown which showed that certain capital items for the project had been improperly included in its earlier breakdown as subject to building permit fees. The capital items in question are machinery, piping and like installations which are used for the treatment process. Such capital items are distinguished from piping and machinery which is necessary to support building systems such as heat and sanitary plumbing, for Leo E. Tremblay April 5, 1995 Page 2 example. Capital items have been held to be not subject to the code, whereas items for building systems are so subject. As noted above, in accordance with CDM's March 31, 1995 memorandum, the portion of the project subject to the code and, therefore, subject to a building permit fee is $58,578,242.00. Under the Salem Code this would yield a permit fee of $351,479.00 application:fee plus $6.00 per thousand dollars of valuation] or fraction thereof) . The District previously paid to the City $468,4f4—.0-9—, pending resolution of this matter. The overpayment of $116,935.00 should be credited against the electrical permit fee for the project. Under the Salem Code, the electrical permit fee would be $117,158.00 ($2.00 per thousand) . Applying the credit, this would leave $223.00 as payable by the District for the balance of the electrical permit fee. I believe that the plumbing fee has already been paid. The District would like to reach an amicable resolution with the City on this matter and will have its engineers available to review their memorandum with you. Please let me know when you have some time available and I will arrange a meeting. Sincerely, o YnE. Darling JED: jaf Enclosure cc: Robert A. Ledoux, Esq. Charles F. Quigley Arthur A. Knight, Jr. Raymond D. Masak William Mackey James Maher CAMP DRESSER b McKEE INC. Memorandum To: Raymond D. Mask, P.E. From. Bill Mackey Of mi Date: April 4, 1995 Sub/ed: Building Permit Fee, Revised Contractor Cost Breakdown SESD Contract 93-1 Mortenson/Westcott(M/W),General Contractor for the subject contract,has provided us with an updated Schedule of Values(breakdown of Bid Items) for Contract 93-1 which indicates costs not included in previous breakdowns. The cost breakdown has an impact on the value of the portions of work that we previ ously excluded from permit fees. The information provided by M/W is a more detailed breakdown of excluded costs for Division Il—Equipment and Division 1S-44chanical work to be performed by M/W's mechanical process subcontractor, Harris Mechanical. The new figures reflect the methodology indicated in our memorandum of November 11, 1994 adjusted to reflect items accepted from the Building Inspector's letter of November 18,1994. Accepted items are Item 3 part of yard piping that serves building; Item 4; Item 6 and Item 8 part,value of pressure vessels in process mechanical. Value to be used for fee determination (see breakdown)$58,578,242. Using a fee of$6.00 per 1000 of cost would result in a fee due of$351,469. SM/dd cc: R. Hudson, CDM J. Maher,CDM W. Vicens,CDM J. Darling, Esquire +a256U3-M(iT �� w �,/ exp ©AW, olg gal+ WILLIAM F.WELD /D // / _ � 02'08 KENTARO TSUTSUMI Govemor 'A ./LLQdd[LC/LLCd Chairman KATHLEEN M.OTOOLE THOMAS L.ROGERS Secretary TEL: (817) 727-3200 FAX: (617) 227-1754 Administrator July 31, 1995 Leo Trembley Inspector of Buildings One Salem Green Salem MA 01970 Docket Number: 95-073 Property Address: X50--Fort Avenue,ZSalem-�:7 Hearing Date: August 29, 1995 Hearing Time: 12 : 30 PM The Appeal for the subject property has been scheduled to be heard on the hearing date and time indicated above. The hearing will take place in the State Board of Building Regulations and Standards (BBRS) Conference Room (Room 1310) at the McCormack State Office Building, One Ashburton Place, Boston, Massachusetts 02108 . The State Building Code Appeals Board requires your presence or that of your representative at its hearing relative to the above mentioned case. Please bring with you a copy of the record, including any documents, plans, sketches, drawings, etc. , that will help to give the Appeals Board grounds "to adjudicate this appeal. I evl�s Sincerely; THE STATE BUILDING CODE APPEALS BOARD Patricia A. Brennan Program Manager J","j'st�. Page 1 WEEKLY CONSTRUCTION PROGRESS REPORT Project Title: Wastewater Treatment Plant Upgrade Contract No: 93-1 Owner: SESD State Project No. BMF-20-843-04 Location: r-50 F rto Ave . Salem. MA Contractor: Mortenson/Westcott, a Joint Venture Work Period: From: July 31, 1995 To: August 4. 1995 Date of Report: August 8 1995 Work Completed Contract Time Amount of Contract $104.572.132 Time of Contract 953 days Change Orders $633.041 Extensions - Total Contract Amount $105.205.173 Total Contract Time 953 days Payment to Date $20.009.239.00 Time to Date 320 days Percent Complete 19.0% Percent of Time 33.6 % Change Orders Approved Pendine No. 1 Subbid Substitutions Underdrain system deletion Pipe flange material substitution Vfd's for sludge drives Page 2 Progress Report Brief Description of Work This Week SITE WORK MAJIC Construction • Loading/hauling waste excavation and rubble off site using 966 loader and 1 rented 10 wheel dump truck SECONDARY TREATMENT AREA Mortenson/Westcott The carpenters: • At the secondary clarifiers, effluent pump station and the oxygen reactors did formwork as required for walls, decks, and slabs on grade including construction, erection, bracing, and stripping • The contractor's laborers placed 884 cy yards of concrete this week for a total of 22,003.0 cubic yards of concrete to date. Concrete placement breakdown for this week is as follows: Secondary Clarifiers 135 cy at walls 55 cy for concrete fill at the sludge hoppers 260 cy at tray slabs Effluent Pump Station 121 cy at walls Oxygen Reactors 20 cy at cols 213 cy at walls Chlorine Contact Tank 80 cy at pipe encasement Page 3 Progress Report Brief Description of Work This Week The laborers assisted carpenters with form work as required • Concrete finishers smoothed new placements of concrete and patched tie holes as necessary Harris Mechanical • Installing sleeves at Effluent Pump Station wet/dry well interface • Installing sleeves at Oxygen Reactor walls • Installing prvs at Secondary Clarifier and Oxygen Reactor walls Reilly Electric • No work at this area Rusco Steel • Placed reinforcement at various locations of the Secondary Clarifiers, Effluent Pump Station, and at the pipe encasement of the 72" pipe at Chlorine Contact Tank Aztec Steel • Placed reinforcement at various locations of the Oxygen Reactors Norfolk Mechanical • Installing pressure relief valves at Secondary Clarifier walls G&C At Secondary Clarifiers • Forming tray slab decks and bulkheads of tray slabs and control joints at Secondary Clarifiers as required Page 4 Progress Report Brief Description of Work This Week ADMINISTRATION/MAINTENANCE BUILDING D&G • Not working at this area Fleet Environmental • Not working at this area Norfolk Plumbing • Layout of plumbing at first and second floors • Coring plumbing passages at second floor • Setting floor drains and toilet carriers at bathrooms with interconnecting waste piping ELECTRICAL BUILDING Note: Mass Electric continues HV duct installations General Contractor Removing forms: • At slab on grade MAJIC • Backfilling to grade at switchgear room slab • Placed moisture barrier Page 5 Progress Report Brief Description of Work This Week SLUDGE PROCESS BUILDING (Addition) MAJIC Construction • Excavate for extension. Uncovering duct banks from Transfer Station #2. Hauling out material SLUDGE PROCESS BUILDING Mortenson/Westcott • Erected form work for 8A& 8B transformer pad • Covered sump at elevation -3.00 to protect it • Blockaded doors • Installed feeders to 8A and 8B • Removed waterproofing from the foundation D & G Demolition • Demolished block work in Stairwell#1 • Demolished structural steel on the south side of the incinerator area • Demolished the EFW system Fieet Environmental • Stripped the tops of beams Norfolk Mechanical • No work Reilly Electric • Worked on the 30 conduit duct bank in the Pump Room • Worked on the main service duct bank • Installed the feeders to 8A and 8B Page 6 Progress Report Brief Description of Work This Week • Removed lights and ballasts Harris Mechanical • Installed hangers for the WAS piping • Moved plug valves into the building Total Mechanical • Started up the temporary polymer system • Reviewing drawings for the future polymer system Keystone Engineering Company • No Work Flaherty Mechanical • Reviewing the drawings VISITORS • Representative of Summit/ConTest Lab onsite for duties associated with materials (concrete) testing • John Stothoff of Tighe & Bond to discuss SPB coordination • Ed McSweeney of Haley& Aldrich to review rock anchor instaliation • Brian Hilliard of Haley & Aldrich and Greg Stocks of Stocks Drilling & Blasting to coordinate site prep for SPB addition • A.Hopkins of BAU/Hopkins & J. Rankin of Allied Colloids for pre-submittal polymer meeting • J. Nardone and B. Krenzer of Johnson Controls for shop drawing submittal meeting James T. Maher Project Manager - Field Camp Dresser& McKee Inc. SERAFINI, SERAFINI AND DARLING ATTORNEYS AT LAW 63 FEDERAL STREET SALEM. MASSACHUSETT501970 JOHN R. SERAFINI. SR. TELEPHONE JOHN R. SERAFINI,JR. 508-744-0212 JOHN E. DARLING 617-5 812743 ELLEN M.WINKLER TELECOPIER JOSEPH C. CORRENTI 506-741-4683 June 6, 1995 CERTIFIED MAIL - RETURN RECEIPT REQUESTED NO. : Z 133 396 067 Commonwealth of Massachusetts State Board of Building Regulations and Standards One Ashburton Place - Room 1301 Boston, Massachusetts 02108 RE: Appeal pursuant to Section 126.0 of the State Building Code by the South Essex Sewerage District from the decision of the City of Salem Building Inspector Dear Sir or Madam: Enclosed for filing on behalf of the South Essex Sewerage District are the following: 1. Four complete copies of the appeal (the original and 3 copies) ; 2 . Four copies of the service notice; 3. Four copies of the letter of denial dated April 24, 1995 from the Salem Building Inspector. (This letter is also incorporated into the appeal as Attachment 3; and 4. Check in the amount of $150. 00 payable to the Commonwealth of Massachusetts for the filing fee. June 7, 1995 Page 2 A complete copy of the appeal together with the original of the service notice has today been sent to the Salem Building Inspector. Sincerely, / � 4�11 John E. Darling / JED:jaf Enclosures cc: Certified Mail - Return Receipt Requested No. : Z 133 396 041 Leo E. Tremblay Inspector of Buildings Certified Mail - Return Receipt Requested No. : Z 133 396 040 Robert A. Ledoux City Solicitor REMITTANCE ADVICE 6-20/110 ' LAW OFFICE OF. i. ., 9 2 4 3 SERAFINI ;SERAFINI AND DARLING " 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 - - DOLLARS PAY 1 CHECKAMOUNT TE TO THE ORDER OF 5 ..11 'y i �SF�awl ✓� - - OWP.HD.pct...It,M„ '0 29 243iI' 1:0 11000 2061: 2t 006965 2I'm m 4w 6 of Jal� Azl� _oZoavrd ol AadirV R7a"°va and.&nda/ " W/LL AM F. WELD � � ` � " '6%'" 'Room KENTARO TSUTSU911 Goreroor ;h7odGon, a/{�L�60Qr 6¢ad 492108 Chairman THOMAS C. RAPONE THOMAS L ROGERS Seawt y TEL: (617)727-3200 FAX: (617)227-1754 - Administrator STATE BUILDING CODE APPEALS BOARD — SERVICE NOTICE DOCKET NUMBER: (State Uu Only) I John E. Darling as Attorney for the Appellant/Petitioner South Essex Sewerage District in an appeal filed with the State Building Code Appeals Board on June 7 , 1995 HEREBY SWEAR UNDER THE PAINS AND PENALTIES OF PERJURY THAT IN ACCORDANCE WITH THE PROCEDURES ADOPTED BY THE STATE BOARD OF BUILDING REGULATIONS AND STANDARDS AND SECTION 121.2.1 OF THE STATE BUILDING CODE, I SERVED OR CAUSED TO BE SERVED, A COPY OF THIS APPEAL APPLICATION ON THE FOLLOWING PERSON(S) IN THE FOLLOWING MANNER: NAME AND ADDRESS OF PERSON/AGENCY SERVED METHOD OF SERVICE DATE OF SERVICE Leo E. Tremblav, Inspector of City of Salem Buildings One Salem Green Certified Mail - Return June 7, 1995 Salem, e1p es Robert A. Ledoux, City No.: Z 133 396 041 59 Federal Street goTicitor Salem, MA 01970 Certified Mail - Return June 7, 1995 Receipt RequesEgF— No.: Zk3 396 0 -John E. Darling Tatum APPELLANT/PETITIONER On the 7th Day of `lune 19 95 , PERSONALLY APPEARED BEFORE ME THE ABOVE NAMED John E. Darling, Attorney for South Essex Sewerage District (type or Print the Name of Lite Appellant) AND ACKNOWLEDGED AND SWORE THE ABOVE STATEMENTS TO BE TRUE- y NO RY P BL rC J ifer Felice MYU1L COMMISSION06: PIRES h:\users\bbrs\fomss\scrvnom.Gm dry , L Revised 11/9_ �r -04oa�rd ol-04A7u and J&wWa4w14 WILL[AM F. WELD 0,W J441/4zx&n " zc; - "OM /30), KENTARO TSUTSUMI Governo02108 Chairman THOMAS C- RAPONE THOMAS L. ROGERS Secretary TEL: (617)727-3200 FAX: (617)227-1754 Adm stratar STATE USE ONLY STATE BUILDING CODE APPEALS BOARD APPEAL APPLICATION FORM Fee Received: Check No. : Received By: DOCKET NUMBER: DATE: June 7, 1995 (State Use Only) The undersigned hereby appeals to the State Board of Building Regulations and Standards from the decision of the: Building Official from the City m of: Salem .Board of Appeals from the City/Tokn of: Other Municipal Agency/Official entitled: State Agency/Official entitled: OTHER: Dated: April 24 19 95 having been aggrieved by such (.Check as appropriate) Interpretation ® Order ❑ Requirement ® Direction ❑ April 24, 1995 letter attached Failure to Act ❑ other ❑ Explain as ATPA�. 1 Subjects (Submit a brief statement of reasons and principal points upon w is the application, appeal or petition is based) All aopropriate code sections must be listed) The Applicant, South Essex Sewerage District, maintains that the Salem Building Inspector: has improperly determined that the entire work under the District's Contract No. 93-1 is subject to the Building code; has improperly assessed a building permit fee to the District based on the total dollar value of Contract No. 93-1; and has improperly denied the District's application for a building permit. See Attachment 2 for a more detailed statement. State Briefly desired relief: Determination that only a portion of the work under Contract 93-1, in accordance with the Appellant's submission to the Salem Building Inspector dated April 5, 1995 attached as Attachment 3, is subject to the State Building Code and, therefore, subject to Building Permit Fees. APPELLANT: G�uf-h Esgi-x Sewerage District, 77 Fort Avenue, Salem, D ADDRESS FOR SERVICE: C/o John E. Darling, Esq. , Serafini, Serafini and Darling, 63 Federal Street, Salem, MA 01970 Telephone No. (508) 744-0212 ADDRESS OF PROPERTY INVOLVED: 50 Fort. Avenue APPELLANT'S CONNECTION TO PROPERTY INVOLVED: Cwner John E. Darling Attorney for South Essex Sewerage Distridt SIGNATURE OF APPELLANT/REP - ENTATIVE (PLEASE PRINT NANIL- SIGNED .Al LEFT) p la.r 1'a;:c) I ,I i The work under Contract No. 93-1 includes a number of buildings and structures. Attachment 4 describes each of these components of the project and includes conkD_leted pages 2 and 3 of this application for each component. STATE BUILDING CODE APPEALS BOARD DESCRIPTION OF BUILDING OR STRUCTURE RELATIVE TO THE MASSACHUSETTS STATE BUILDING CODE (5th EDITION) : SEE ATTACHMENT 4 (Check as appropriate) Existing Construction ❑ Approximate Age of Building years (if existing) Proposed Construction ❑ PROPOSED USE GROUP (Article 3) : SEE ATTA01KENT 4 (Check as appropriate) A (Assembly) ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ B (Business) ❑ E (Educational) ❑ F (Factory) ❑ F-1 ❑ F-2 ❑ H (High Hazard) ❑ I (Institutional) ❑ I-2 ❑ I-3 .❑ M (Mercantile) ❑ R (Residential) ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 ❑ (1 or 2 Family Dwelling) S (Storage) ❑ U (Utility) ❑ Mixed Use Group ❑ (Specify Uses) Special Use ❑ (Article 6) Describe Briefly the Use of the Building (O,<r pagO 243 STATE BUILDING CODE APPEALS BOARD CONSTRUCTION TYPE (Article 4) : SEE ATTACHMENT 4 (Check as appropriate) lA ❑ 1B ❑ 2A ❑ 2B ❑ 2C ❑ 3A ❑ 3B ❑ 4 ❑ SA ❑ 5B ❑ Number of stories above grade Number of stories below grade (Include basement or cellar) Total Floor Area (all floors) Floor Area per floor Automatic Fire Suppression System installed ? Yes ❑ No ❑ Automatic Fire Suppression System proposed ? Yes ❑ No ❑ Describe Briefly the Construction of the Building: THIS SECTION TO BE COMPLETED FOR EXISTING BUILDINGS ONLY: Proposed work (Check as appropriate) ; SEE ATTACHMENT 4 Repair(s) ❑ Alteration(s) ❑ Addition(s) ❑ Will there be a change of Use Group associated with the proposed work ? Yes ❑ No ❑ If yes, Use Group Changed from to Has a building evaluation been performed in accordance with Appendix F, Section F-104? Yes ❑ No ❑ If yes, submit evaluation with appeal documentation. hAuscra\bbrs\fonns\appcals.app Revised 03/93 _ 3 �f3 LIST OF ATTACHMENTS ATTACHMENT NO. DESCRIPTION 1 Letter of denial from Salem Building Inspector dated April 24, 1995 2 Appellant's Statement of the Basis of the Appeal 3 Appellant's letter to the Salem Building Inspector dated April 5, 1995 4 Description of the buildings and structures included in Contract No. 93-1 together with completed pages 2 and 3 of the appeal application form for each of the buildings and structures 5 Plan showing the locations of the various buildings and structures under Contract No. 93-1 ATTACHMENT NO. 1 (MU of ftem, mttoottr4uoetto K t <<o Public Propertg i9epartment ' Nuilbing Department (One ftem 49reen 500-745-9595 Ext. 306 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer April 24, 1995 Serafini, Serafini, & Darling Attorneys at Law 63 Federal Street Salem, Mass. 01970 RE: SESD Building Permit Fees Contract 93-1 Dear Mr. Darling: After receiving your last correspondence concerning permit fees at the above mentioned project, I had the City of Salem Solicitor, Attorney Robert LeDoux and the Director of Public Services, Charles F. Quigley review all documents concerning said fees. You have received a letter from Charles F. Quigley explaining his view on this matter, and you will also receive a letter from Mr. Robert LeDoux agreeing with my findings. My findings are according to State Building Code Section 118.0 Fees, which. reads; A permit shall not be issued to begin work for new construction,alteration, removal, demolition or other building operation until the fees prescribed by Municipal Ordinance or bylaw shall have been paid to the City or Town Collector or other municipal agency authorized to collect fees. The City of Salem Code Ordinance section 7-2(A) , paragraph 2 and 3, states the following: The exact fee shall consist of five dollars ($5.00) application fee plus six dollars ($6.00) per one thousand dollars ($1,000.00) of fraction thereof the estimated construction cost. Also concerning permit fees section 11-54 general permit fees of the City of Salem Code Ordinance states; Ten dollars ($10.00) minimum fee for any electrical work performed in all types of property, two dollars ($2.00) per thousand on building permit valuation, renovations and new work. Searfini„Serafini and Darling Attorneys at Law 63 Federal Street Salem, Mass. 01970 page two Therefore the contract issued to Mortenson & Weltcott Construction firm for the sum of One hundred and four million dollars ($104,000,000.00) the permit fee at six dollars ($6.00) per thousand, ($1,000.00) of the construction cost totals to six hundred, twenty four thousand and five dollars ($624,005.00) of which $468,414.00 has already been paid leaving a balance of $155,591.00. Plumbing fees will also be collected per City of Salem Ordinance section 7-2, paragraph (B) . Hopefully, this will put an end to our long awaited negotiating of permit fees. If I can be of any further help in this matter, please do not hesitate to call. Sincerely, Leo E. Tremblay Inspector of Buildfngs LET: scm cc: David Shea Paul Dooley Robert LeDoux Charles Quigley Paul Tuttle Councillor Ahmed, Ward 1 I ATTACHMENT NO. 2 ATTACHMENT 2 APPELLANT'S STATEMENT OF THE BASIS OF THE APPEAL The City of Salem Building Inspector has denied a building permit to the South Essex Sewerage District in his letter of April 24, 1995 (Attachment 1) stating that the required fees have not been paid. Basing its decision on the State Building Code Section 118.0 and local ordinance, the City has required a fee based on the full bid price for the work included in the construction contract between the District and Mortenson\Westcott, A Joint Venture known as Contract 93-1. The District appeals this decision because the City has required a fee on work included in the construction contract which does not require a permit because it is not regulated by the Massachusetts State Building Code. The Code clearly defines work which is subject to a permit in Section 113 . 1, which states that it is "unlawful to construct, reconstruct, alter, repair or demolish a structure; or to change the use or occupancy of a building or structure; or to install or alter any equipment for which provision is made or the installation of which is rectulated by this code without first filing a written application . and obtaining the required permit therefor. " (emphasis added) Section 201.0 Definitions, further clarifies the reach of the Code in the definition of "structure" stating: "Structure - a combination of materials assembled at a fixed location to give support or shelter, such as a building, framework, retaining wall, tent, reviewing stand, platform, bin, fences over six (6) feet high, sign, flagpole, recreational tramway, mast for radio antenna, or the like. The work 'structure' shall be construed, where the context requires, as though followed by the words, 'or part thereof. '" Subsection 113.4 Description of Work, highlights those items of work subject to a permit by requiring that the application for permit shall state whether or not the work includes fire extinguishing equipment, plumbing, water piping, gas fitting, heating or electrical work. Section 103. 1 says where "equipment is specifically controlled by the provisions of this code or the approved rules, it shall be unlawful to use such equipment until a certificate of approval has been issued therefor by the building official or other agency having jurisdiction. " The equipment listed includes the usual elevator, HVAC, plumbing, gas electrical equipment found in buildings, and covered by Articles 25-27 1 of 2 of the Code. The Code does not address process mechanical equipment, manufacturing equipment, office or laboratory equipment. Subsection 113.5 requires plans and specifications clear enough to describe the work and "conformity to this code, " for means of egress, ventilation and sanitation, firestopping and interior finishes, again reflecting the intent that the work relevant to the permit is the work regulated by the Code. It is commonplace however, for construction documents to describe work which is necessary to the function of the building but not regulated by the Code. Absent specific requirements in the Code enforceable by the building official, there is no basis for a permit, inspection or an enforcement action. The South Essex Sewerage District has included unregulated work in Contract No. 93-1 for reasons it judged to be in the public's best interest. This unregulated work generally includes: certain paving; landscaping; office and laboratory furnishings and equipment; process equipment, piping and control systems; computer and communications systems; and contract administrative expenses. With the assistance of the project design consultant and the contractor a cost breakdown was prepared identifying the unregulated work under Contract No. 93-1. The District submitted this breakdown to the Salem Building Inspecctor in support of its application for a building permit by letter of April 5, 1995 (see Attachment 3) . The District stated that the excluded work was not subject to the code and that the value of the work should be excluded from the fee assessment formula. The City of Salem has rejected the District's position. Building codes provide for fees to be assessed in order to offset the cost of local building department operations. The election of the District to include items of unregulated work in the construction contract should not subject the value of that work to a fee assessment because no action by the building official is required. The South Essex Sewerage District appeals the decision of the City of Salem to assess a permit fee on the full amount of the construction contract which includes work unregulated by the Massachusetts State Building Code. 2 of 2 ATTACHMENT NO. 3 �� \� � I _ � i i i Emig= Z 133 39L 041 SERAFINI, SERAFINI AND DARLING ATTORNEYS AT LAWmum= u�2265 ..U. 07. -�q 63 FEDERAL STREET ;n4: e SALEM, MASSACHUSETTS 01970 r. �yy� "OOIi;U9-'iu Y M � 5 FIRST CLASS MAIL 001 j P SERAFINI, SERAFINI AND DARLING ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 TO: Leo E. Tremblay Inspector of Buildings City of Salem One Salem Green Salem, Massachusetts 01970 i I FIRST CLASS MAIL �� ^• I also wish to receive the v SENDER: • Complete items 1 and�or 2 for additional services. following services (for an extra I N • Complete items 3, and 4a&b. fee): i 0 • Print your name and address on the reverse of this form so that we can m Z return this card to you. 1. ❑ Addressee's Address y > • Attach this form to the front of the mailpiece,or on the back if space G dons not permit. y, ❑ Restricted Delivery d • write"Return Receipt Requested"on the article below the article number. O • The Return Receipt will show to whom the article was delivered and the date Consult postmaster for fee. fi C delivered. 4a, Article Number 3. Article Addressed to: Z 133 396 041 d nLeo E. Tremblay 4b. Service Type ac E Inspector of Buildings ❑ Registered ❑ Insured � City of Salem DO Certified ❑ coo c H ❑ Express Mail ® Return Receipt for z W DIlE Salem Green Merchandise w c Salem, Massachusetts 01970 7, Date of Delivery o � a > K 5. Signature (Addressee) 8. Addressee's Address (Only if requested Y and fee is paid) r 7 � . F 2 6. Signature (Agent) 7 > PS Form 3811, December 1991 *U.S.GPO:1963-352-714 DOMESTIC RETURN RECEIP x I 1 f 1 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott CONTRACT AMOUNT- --EXCLUDED- ..INCLUDED-- Spec -INCLUDED-- Spec Description of Work Scheduled %or %or Sed I Unit Unit Cost Quantity Value Quantity Value Quantity Value GENERAL REQUIREMENTS Bidding&Contract Requirement LS $1,226,500 1 $1,228,500 $1,226,500 $0 General Requirement Ls $5,146,669 1 $5,146,669 $5,146,669 $0 SUBTOTAL $6,373,169 $6,373,169 $0 ENERAL ITEMS Bid Item#2 Rock Excavation $178,000 $0 $176,000 Bid Item#3 Test Pits - $750 $7501 $0 BID ITEM#4 SITE REMEDIATION Phase 1 BOND L.S. $38,625 $38,625 $0 Phase 1 SUBMITTALS $10,000 $10,000 $0 Phase 1 DECON.AND SUPPORT FAC. $6,000 $6,000 $0 PPE SUPPLY Phase 1 $6,000 $6,000 $0 Phase 2 $4,000 $4,000 $0 Phase 1 TEMPORARY FENCING $16,000 $16,0001/ $0 Phase 1 ESTABLISH DECON.PAD $10,000 $10,000C $0 Phase 1 CONNECT ELECTRIC SUPPLY $9,000 $9,000 $0 Phase 1 TEMPORARY PAVEMENT $16,500 $16,500 $0 Phase 1 ESTABLISH DEWATERING SYS. $39,000 $39,000 $0 Phase 1 DEL.&SETUP OF H2O TREAT. $6,500 $6,500 $0 Phase 1 IN-SITU BORING PROGRAM $6,000 $6,000 $0 Phase 1 DISPOSAL TESTING $6,000 $6,000 $0 i Phase 1 EXCAV.&STOCKPILE OVERSUR. 1 $26,250 $28,250 $0 Phase 1 REMOVE MAIL FROM G&GC $120,000 $120,000 $0 PAGE1 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott -CONTRACT AMOUNT- -EXCLUDED- -INCLUDED -- Spec Description of Work Scheduled hof h or Sed Unit Unit Cost Quantity Value Quantity Value Quantity Value Phase 2 SEAL 80'PIPES $70,000 $70.000%/ $0 Phase DEMO 60-PIPES(INCL.DECON) $118,750 $118,76 $0 Phase 2 HIGH PRESSURE WASH WALLS $139,250 $139,250 / $0 Phase 2 CORE G&GC WALLS $60,500 $60,500 $0 DUST MONITORING Phase 1 $18,375 $18,375 $0 Phase 2 $16,125 $16,12 $0 WATER TREATMENT Phase 1 $29,250 $29,250 $0 Phase 2 $19,750 $19,750 $0 OPERATE DECON PAD Phase 1 $10,125 $10,125 $0 Phase 2 $3,370 $3,370 $0 SITE SAFETY TECHNICIAN Phase 1 $24,000 $24,000 $0 Phase 2 $10,000 $10,000 $0 Phase 2 DECON PAD DEMO $4,000 $4,000 $0 Phase 2 REMOVE WORK ZONE FENCE $5,250 $5,250 $0 Phase 2 TEMPORARY ASPHALT DEMO $7,000 $7,000 $0 Phase 2 DEMOBILIZATION OF FENCING I $7,500 $7,500 $0 Phase 2 DEMOB OF H2O TREAT.SYS. J $8,400 $8,400 $0 Phase 1 OFFSITE DISP.OF ASH&GRIT $1,024,055 $1,024,055 $0 Bid Item#5 OH-site Dust Control $160,000 $160,000 $0 Bid Item#6 OH-site Pavement Rep. $39,000 $39,000 $0 • Bid Item S7 Grouted Pile Found. I $77,000 $0 $77,000 PAGE2 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott -CONTRACT AMOUNT- -EXCLUDED- -INCLUDED- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value Bid Item 98 NYNEX Work Q�) $5,000 $5,000 $0 2050 Demolition 8 Modifications $800,000 $0 $800,000 - 2080 Controlled Blasting $0 $0 $0 2140 Ground Water Control $14,328 $0 $14,328 2160 Excavation Lateral Support $83,860 $0 $83,660 2200 Site Earthwork $154,847 $0 $154,847 2200 Structural Excavation (by Str later) $134,788 $0 $134,766 2200 Structural Backfill (by Struct later) $700,000 $0 $700,000 2200 Crushed Stone Base (by Sir later) I $450,000 $0 $450,000 2200 Underdraln Piping (by Struct later) $116,119 $0 $116,119 2270 Sedimentation 8 Erosion Control $25,129 $0 $25,129 2575 Roadway Paving $307,921 - $307,921 $0 2575Roadway Curb $130,000 $130,000 $0 2575 Roadway Markings $5,000 $5,000 $0 2580 Special Paving $81855 $8,855 _ $0 2580 Sidewalks $49,788 $0 $49,788 2610 Precast Concrete Retaining Wall $48,040 $0 $48,040 2812 Yazd Piping 1/ _,✓t, $1,463,682 $1,463,682 $0 2612 Yard Piping V IN°� $788,137 $0 $788,137 2767 Pipeline Hot Taps and Line Stoppings $0 $0 $0 2810 Irrigation System(w/sec2612) $0 $0 1 $0 2830 Chain Link Fence 8 Gates $126,343 $0 $126,343 2861 Site Furnishings $25,150 $25,150 $0 2900 Landscaping $218,000 $218,000 $0 2990 Rock Anchors PAGE3 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott CONTRACT AMOUNT- -EXCLUDED- --INCLUDED- Spec Description of Work Scheduled %or %or •Sect Unit Unit Cost Quantity Value Quantity Value Quantity- Value - MATERIALS $232,400 $0 $232,400 LABOR $417,850 $0 $417,850 TESTING $49,750 $0 $49,750 3420 Precast,Prestressed Concrete $553,364 $0 $553,364 3450 Precast Architectural Concrete $262,875 $0 $262,875 4200 Masonry $2,369,000 $0 $2,369,000 5120 Structural Steel $512,985 $0 $512,985 5311 Steel Deck $12,499 $0 $12,499 5500 Miscellaneous Metals $3,126,767 $0 $3,126,767 8100 Finish Carpentry Work $90,830 $0 $90,930 7005 Waterproofing,Dampproofing $098,767 $0 $698,767 7231 Misc Insulation&Vapor Barrier $20,781 $0 $20,791 7250 Fireproofing $16,200 $0 $16,200 7415 Interior Metal Panels $49,426 $0 $49,426 7500 Roofing (by Structure later) $545,000 $0 $545,000 7720 Roof Accessories $3,065 $0 $3,065 7800 Skylights $30,240 $0 $30,240 8110 Steel Doors&Frames&Hardware $295,560 $0 $295,560 8120 Alum.Doors&Frames&Hardware $180,684 $0 $180.684 8210 Wood Doors&Hardware $12,850 $0 $12,850 8250 ALUM.WINDOWS SHOP DRWGS $5,150 _ $0 $5,150 8301 Service Doors $44,623. $0 $44,623 8800 Glazing $16,160 $0 $16,160 9215 Veneer Plastered Gypsum Systems $354,000 $0 $354,000 9300 Tile $114,133 $0 $114,133 PAGE4 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott -CONTRACT AMOUNT- -EXCLUDED- -INCLUDED-- Spec Description of Work Scheduled %or %or Sed Unit Unit Cost Quantity Value Quantity Value Quantity Value 9400 Terrazzo $219,912 $0 $219,912 9500 Acoustical Treatment $171,500 $0 $171,500 9670 Resilient Base $2,772 $0 $2,772 9880 Carpeting $14,970 $0 $14,970 9722 Seamless Flooring $82,882 $0 $82,882 9825 Stucco Finish System $0 $0 $0 9902 Painting (by Structure later) $992,440 $0 $992,440 9952 Vinyl Wag Covering $6,122 $0 $6,122 10121 Tack,Writing,&Bulletin Boards $2,600 $2,600 $0 10160 Metal Toilet partitions $10,191 _ $0 $10,19f 10200 Lowers $36,000 $0 $36,000 10350 Flagpole $1,287 - $0 $1,287 10400 Signage $20,794 $20,794 $0 10500 Lockers&Benches $26,742 $26,742 $0 10510 Safety Equipment $9,588 $0 $9,588 10522 Fire Extinguishers&Accessories $18,258 $0 $16,258 10605 Wire Mesh partitions $7,933 $0 $7,933 10800 Toilet&Shower Accessories $17,475 $0 $17,475 11000 Mechanical Equipment-General $0 $0 $0 11131 Projection Screen $1 $139 $0 11188 Dock Bumpers $42 $429 $0 11224 Submersible Mixers $97,000 $0 11240 Scum Blending Tanks&Mixerl $125,488 r$1380,000 $0 11242 Polymer Systems 4D $380,000 $0 11244 Fiberglass Tanks '$40,000 $0 PAGE5 PAY11-3 . PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott --CONTRACT AMOUNT- "EXCLUDED-- --INCLUDED -- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value 11246 Crossflnked Polyethylene Tanks $120,000 $120,000 $0 11250 Ume Storage&Pneum Conveying $24,655 $24,655 $0 11251 Sludge/Urns Mixer $273,269 $273,269 $0 11252 Sludge Cake Screw Conveyors $12,872 $12,872 $0 11253 Sludge Cake Storage&Unloading $408,837 $408,837 $0 11255 Odor Control Systems $2,460,000 $2,460,000 $0 11260 Residual Analyzer $41,000 $41,000 $0 11281 Sluice Gates $435,814 $435,814 $0 11282 Slide Gates&Weir Gates $24,574 $24,574 $0 11311 Non-Clog Centrifugal Pumps $336,000 $336,000 $0 11312 Plant Effluent Pumps $1,500,000 $1,500,000 $0 11312 RAS Pumps $380,000 $380,000 $0 11313 Water Booster Pumps $14,000 $14,000 $0 11314 Screw Impeller Centrifugal Pumps $160,000 $160,000 $0 11315 Progressing Cavity Pumps $288,000 $288,000 $0 11316 Plant Water System $143,000 $143,000 $0 11317 Strainer $104,000 $104,000 $0 11318 Plant Water Healing System $40,000 $0 $40,000 11319 Submersible Pumps $23,000 $23,000 $0 11333 Sludge Grinder $6,000 $6,000 $0 11340 Sam Concentrator $141,701 $141,701 $0 11345 Cgemical Feed&Metering Pumps $267,000 - $267,000 $0 11350 Rectangular Sludge Collector $1,694,742 $1,694,742 $0 11361 Bell Filter Presses $1,740,068 $1,740,068 $0 11362 Gravity Balt Thickener - $44,466 $44,466 $0 PAGE6 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott --CONTRACT AMOUNT- -EXCLUDED- --INCLUDED-- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value 11372 Positive Displacement Blowers $107,000 $107,000 $0 11373 Rotary Screw Air Compressors $25,000 $25,000 $0 11375 Sludge Drying Ak Compressors $141,000 $141,000 $0 11380 Mach.Surface Aeration Equipment $172,307 $172,307 $0 11383 Coarse Bubble Diffused Aeration $86,000 $86,000 $0 11391 Vibration Monitoring Equipment $255,615 $255,615 $0 11392 Wastewater Samplers $36,000 _ $36,000 $0 11394 Weirs,Bafees,Rot.&Tel.Equipment $83,453 $83,453 $0 11510 Miscellaneous Shop Equipment 68,0 $458,095 $0 11600 Laboratory Equipment $284,000 $284,000 $0 11761 First Aid Kits $1,948 $1,946 $0 12512 Vertical Louver Blinds $4,100 $4,100 $0 12620 Office Furniture&Accessories $189,646 $189,646 $0 12630 Laboratory Furniture $139,000 $139,000 $0 12690 Foot Grilles&Floor Mats $11,096 $0 $11,096 13080 Blower Sound Enclosure $250,000 $0 $250.000 13220 Fiberglass Reinforece Plast.Covers $45,193 $0 $45,193 13240 Oxygenation System Process.4t $4,020,700 $4,020,700 $0 13240 Oxygenation System Vessels $379,300 $0 $379,300 - 13300 Process Controls&Instrumentation / $1,370,300 $1,370,300 $0 13755 Asbestos Abatement ( $32,000 $32,000 13800 Facility Management System $1,184,87 1,194,975 $0 14240 ELEVATOR O&M MANUAL EA $400 3 1,200 $0 $1,200 14240 TESTING EA $1,000 3 $3,000 $0 $3,000 14450 Vehicle Lift $15,000 $0 $15,000 PAGE? PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson / Westcott --CONTRACT AMOUNT- -EXCLUDED- -INCLUDED-- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value 14504 Utility Vehicles $0 $0 $0 14550 Sludge Belt Conveyors&Access. $684,883 $684,663 $0 14630 Overhead Bridge Crane• $50,120 $0 $50,120 147001.11b Cranes $3,748 $0 $3,746 14900 Monorail&Hoist System $164,089 $0 $164,089 15000Process Piping (by Struct later) $14,031,000 $14,031,000 $0 15300 Fire Protection Systems(by Sir later) $740,000 $0 $740,000 15400 Plumbing (by Structure later) $1,173,800 $0 $1,173,800 15500 HVAC (by Structure later) $5,109,000 $0 $5,109,000 16000 Electrical (by Structure later) $8,259,200 $0 $8,259,200 16742 Telephone System(complete) $740,800 $740,800 SUBTOTAL $71,246,023 539,620,721 E= $31,625,302 DIVERSION STRUCTURE 2200 Crushed Stone $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE BASE SLAB $515 303 $156,045 0.00 $0 $156,045 3300 EXT.WALLS $635 317 $201,295 0.00 $0 $201,295 3300 INT.WALLS $635 290 $164,150 0.00 $0 $184,150 3300 ELEV.DECK $594 253 $150,282 0.00 $0 $150,282 3300 PIPE ENC. $505 130 . $65,650 0.00 $0 $65,650 3300 FILL CONC. $505 116 $58,580 0.00 $0 $58,580 3300 MISC.CONC. $505 1 $505 0.00 $0 $505 7500 Roofing $0 0.00 $0 $0 PAGE8 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson / Westcott -CONTRACT AMOUNT- --EXCLUDED- --INCLUDED-- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value 9902 Painting $0 0.00 $0 $0 11281 SLUICE GATES MATERIALS 2 $0 0.00 $0 $0 11281 LABOR $0 0.00 $0 $0 11282 SLIDE GATES MATERIALS 8 $0 0.00 $0 $0 LABOR $0 0.00 $0 1 $0 15000 Process Piping $0 0.00 $0 $0 15400 Plumbing $0 0.00 $0 $0 15500 HVAC $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 $0 UBTOTAL $816,607 SO $816,607 XYGEN REACTORS 2200 Crushed Stone $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 2200 Underdrain Piping $0 0.00 $0 $0 3300 C.I.P.CONCRETE SUMPS $367 37 $13,579 0.00 $0 $13,579 FOOTINGS $367 193 $70,831 0.00 '$0 $70,831 BASE SLAB $367 4721 $1,539,966 0.00 $0 $1,539,966 COLUMNS $432 456 $196,992 0.00 $0 $196,992 BASIN WALLS $432 5396 $2,031,072 0.00 $0 $2,031,072 ROOF DECK $442 2565 $1,133.730 0.00 $0 $1,133,730 MEZZ.DECK $442 154 $68,068 0.00 $0 $68,068 ROOF TPNG. $380 1332 $506,160 0.00 $0 $506,160 ROOF WALLS $432 209 $90,288 0.00 $0 $90,288 PAGES PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott CONTRACT AMOUNT- -EXCLUDED- --INCLUDED-- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value FILL CONC. $380 20 $7,812 0.00 $0 $7,612 PIPE ENC. $380 121 $45,980 0.00 $0 $45,980 MISC.CONC. $380 14 $5,320 0.00 $0 $5,320 8520 ALUM.WINDOWS MATERIALS $3,420 0.00 $0 $3,420 LABOR $1,710 0.00 $0 $1,710 9902 Painting $0 0.00 $0 $0 15000 Process Piping $0 0.00 $0 16000 Electrical $0 0.00 $0 $0 UBTOTAL $8,714,728 $0 $6,714,728 ECONDARY CLARIFIERS 2200 Crushed Slone $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 2200 Underdrain Piping $0 0.00 $0 $0 3300 C.I.P.CONCRETE WALL FTGS. $407 32 $13,024 0.00 $0 $13,024 FND.WALLS $473 1828 $864,644 0.00 $0 $864,644 BASE SLAB $407 7356 $2,993,892 0.00 $0 $2,993,892 LW.WALLS $473 3468 $1,640,364 0.00 $0 $1,640,364 COLUMNS $473 136 $64,328 0.00 $0 $64,328 INT.SLABS $481 2365 $1,137,565 - 0.00 $0 $1,137,565 UP.WALLS $473 2635 $1,246,355 0.00 $0 $1,246,355 ROOFSLAB $481 4754 $2,160,657 0.00 $0 $2,160,657 ROOF WALLS $473 938 $443,674 0.00 $0 $443,674 FILL CONC. $414 554 $229,356 0.00 $0 $229,356 ROOF TOP. $414 1186 $491,004 0.00 $0 $491,004 PAGE10 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson / Westcott -CONTRACT AMOUNT- -EXCLUDED- -INCLUDED -- Spec Description of Work Scheduled %or %or Sed Unit Unit Cost Quantity Value Quantity Value Quantity Value ROOF $481 119 $67,239 0.00 $0 $57,239 MISC. $460 65 $29,900 0.00 $0 $29,900 ROOFTOP $414 319 $132,066 0.00 $0 $132,066 8250 ALUM.WINDOWS MATERIALS $4,940 0.00 $0 $4,940 ]NFL.BLDG. LABOR $2,475 0.00 $0 $2,475 18260 ALUM.WINDOWS MATERIALS $9,325 0.00 $0 $9,325 EFFL.BLDG, LABOR $4,670 0.00 $0 $4,670 11281 SLUICE GATES MATERIALS 7 $0 0.00 $0 $0 LABOR $0 0.00 $0 $0 11282 SLIDE GATES MATERIALS 5 $0 0.00 $0 $0 LABOR $0 0.00 $0 $0 15000 Process Piping $0 0.00 $0 $0 15400 Plumbing $0 0.00 $0 $0 15500 HVAC $0 0.00 $0 16000 Electrical $0 0.00 $0 $0 SkUUBTOTAL E11,b26,478 $0.00 $11,626,478 HLORINE CONTACT TANKS 2200 Crushed Stones $0 0.00 $0 $0 2200 StNdural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE BASE SLAB $372 1221 $454,212 0.00 $0 $454,212 WALLS $453 1275 $577,576 0.00 $0 $577,575 COLUMNS $453 4 $1,812 0.00 $0 $1,812 ROOF DECK $407 835 $339,845 0.00 $0 $339,845 FILL CONC. $360 276 -$99,360 0.00 $0 $99,360 PAGE11 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott -CONTRACT AMOUNT- -EXCLUDED-- --INCLUDED-- Spec Description of Work Scheduled %of %or Sed Unit Unit Cost Quantity Value Quantity Value Quantity Value PIPE ENC. $360 346 $124,560 0.00 $0 $124,560 9902 Painting $0 0.00 $0 $0 11281 SLUICE GATES MATERIAL $0 0.00 $0 $0 LABOR $0 0.00 $0 $0 15000 Process Piping $0 0.00 $0 $0 SUBTOTAL $1,697,384 $0 $1,697,364 EFFLUENT PUMP STATION 2200 Crushed Stone $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE BASE SLAB $416 2397 $997,152 0.00 $0 $997,152 WALLS $547 1408 $770,176 0.00 $0 $770,176 COLUMNS $547 87 $47,589 0.00 $0 $47,589 ROOF DECK $528 939 $495,792 0.00 $0 $495,792 FILL CONC. $605 63 $38,115 0.00 $0 $38,115 MISC. $605 87 $52,635 0.00 $0 $52,635 8250 ALUM.WINDOWS MATERIALS $4,570 0.00 $0 $4,570 LABOR $2,290 0.00 $0 $2,290 9902 Painting $0 0.00 $0 $0 11281 SLUICE GATES MATERIALS $0 0.00 $0 $0 LABOR $0 0.00 $0 $0 14240 PASSENGER ELEVATOR MATERIALS $33,200 0.00 $0 $33,200 PAGE12 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson / Westcott -CONTRACT AMOUNT- --EXCLUDED-- --INCLUDED -- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value LABOR $40,289 0.00 $0 $40,289 15000 Process Piping $0 0.00 $0 $0 15400 Plumbing $0 0.00 $0 - 15500 HVAC $0 0.00 $0 $0 16000 Electrical $0 0.00 $o $0 SUBTOTAL $2,481,808 $0.00 O $2,481,808 _ XYGEN GEN.BLDG 2200 Excavation $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE FOOTINGS $425 46 $19,550 0.00 $0 $19,550 BASE SLAB $425 173 $73,525 0.00 $0 $73.525 WALLS $641 45 $28,845 0.00 $0 $28,845 COLUMNS $641 10 $6,410 0.00 $0 $6,410 BEAMS $698 1 42 $29,232 1 0.00 $0 $29,232 ROOFTPG. $466 54 $25,164 0.00 $0 $25,164 misc. $466 25 $11,650 0.00 $0 $11,650 7500 Roofing $0 0.00 $0 $0 9902 Painting $0 0.00 $0 $0 15000 Process Piping $0 0.00 $0 $0 15400 Plumbing $0 0.00 $0 15500 HVAC $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 $0 SUBTOTAL ,$194,378 $O E $194,376 PAGE13 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott -CONTRACT AMOUNT- -EXCLUDED— -INCLUDED- Spec INCLUDED- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost I Quantity Value Quantity Value Quantity Value CHLORINATION BUILDING 2200 Excavation $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE SUMPS $525 6 $3,150 0.00 $0 $3,150 EQUIP.PADS $525 14 $7,350 0.00 $0 $7,350 CURB $898 1 $898 0.00 $0 $898 ROOF TPG. $525 77 $40,425 0.00 $0 $40,425 FILL CONC. $898 1 $898 0.00 $0 $898 7500 1Roofing $0 0.00 $0 $0 9902 Painting $0 0.00 $0 $0 15000 Process Piping $0 0.00 $0 $0 15400 Plumbing $0 0.00 $0 $0 15500 HVAC $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 $0 UBTOTAL $62,721 i $0 $52,721 11 DOR CONTROL FAC.A,B,&G 2200 Excava0on $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE FOOTINGS $422 297 $125,334 0.00 $0 $125,334 BASE SLAB $422 342 $144,324 0.00 $0 $144,324 WALLS $617 308 $190,036 0.00 $0 $190,036 COLUMNS $617 17 $10,489 0.00 $0 $10,489 PAGE14 S �Y PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott -CONTRACT AMOUNT- -EXCLUDED- --INCLUDED- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value BEAMS $587 65 $38,155 0.00 $0 $38,155 ROOF TPG. $417 52 $21,684 0.00 $0 $21,684 MISC. $417 314 $130,939 0.00 $0 $130,939 ROOF SLAB $598 22 $13,145 0.00 $0 $13,145 7500 Painting $0 0.00 $0 $0 15000 Process Piping $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 - $0 UBTOTAL--1 $674,106 $0 $674,106 DMIN./MAINTEN.BLDG 2200 Excavation $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE BASE SLAB $454 462 $209,748 0.00 $0 $209,748 WALLS $638 259 $165,242 0.00 $0 $165,242 COLUMNS $638 64 $40,832 0.00 $0 $40,832 ELEV.SLAB $672 569 $382,368 0.00 $0 $382,368 FOOTINGS $454 142 $64,468 0.00 $0 $64,468 GRADE BMS. $454 45 $20,430 0.00 $0 $20,430 ROOF TPG. $504 82 $41,328 0.00 $0 $41,328 MISC. $503 1 15 $7,545 1 0.00 $0 1 $7,545 7500 Roofing $0 0.00 $0 $0 8250 ALUM.WINDOWS ADMIN.iSTNW MATERIALS $10,195 0.00 $0 $10,195 LABOR . $5,105 0.00 $0 $5,105 ADMIN.2ND NW MATERIALS $14,740 0.00 $0 $14,740 PAGE15 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1996 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott --CONTRACT AMOUNT- -EXCLUDED-- --INCLUDED - Spec Description of Work Scheduled %or %or Sect I Unit Unit Cost Quantity Value Quantity Value Quantity Value- LABOR $7,380 0.00 $0 $7,380 ADMIN.ISTNE MATERIALS $7,365 0.00 $0 $7,365 LABOR $3,695 0.00 $0 $3,695 ADMIN.2ND NE MATERIALS $18,690 0.00 $0 $18,690 LABOR $9,360 0.00 $0 $9,360 MAINT.IST FLR MATERIALS $2,850 0.00 $0 $2,850 LABOR $1,425 0.00 $0 $1,425 9902 Painting $0 0.00 $0 $0 14240 PASSENGER ELEVATOR MATERIAL $26,300 0.00 $0 $26,300 LABOR $31,578 0.00 $0 $31,578 15000 Process Piping $0 0.00 $0 $0 15400 Plumbing $0 0.00 $0 $0 15500 HVAC $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 $0 UBTOTAL $1,070,644 $0 $1,070,644 PERATIONS BUILDING 2200 Excavation $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE BASE SLAB $494 762 $376,428 0.00 $0 $376,428 WALLS $646 1483 $958,018 0.00 $0 $958,018 ELEV.SLAB $709 536 $380,024 0.00 $0 $380,024 FILL CONC. $593 151 $89,543 0.00 $0 $89,543 MISC. $593 99 $58,707 0.00 $0 $58,707 PAGE16 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER:. South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson / Westcott -CONTRACT AMOUNT- --EXCLUDED- -INCLUDED-- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value COLUMNS $646 2 $1,292 0.00 $0 $1292 GRADE BMS. $494 81 $40,014 0.00 $0 $40,014 PILE CAPS $494 34 $16,772 0.00 $0 $16,772 ROOF TPG. $593 28 $16,604 0.00 $0 $16,604 ..7500 Roofing $0 0.00 $0 $0 8250 ALUM.WINDOWS MATERIALS $1,150 0.00 $0 $1,150 LABOR $575 0.00 - $0 $575 9902 Painting $0 0.00 $0 $0 14240 PASSENGER ELEVATOR MATERIAL $50,333 0.00 $0 $50,333 LABOR - $73,000 0.00 $0 $73,000 15000 Process Piping $0 0.00 $0 $0 15400 Plumbing $0 0.00 $o $0 15500 HVAC $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 $0 UBTOTAL _ $2,062,460 $0 $2,062,460 ELECTRICAL BUILDING 2200 Excavation - $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE FOOTINGS $508 45 $22,860 0.00 $0 $22,860 WALLS $772 90 $69,480 . 0.00 $0 $69,480 COLUMNS $772 .5 $3,860 0.00 $0 $3,860 BASE SLAB $508 87 $44,196 0.00 $0 $44,196 BEAMS $775 28 $20,150 0.00 $0 $20,150 PAGE17 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott --CONTRACT AMOUNT— —EXCLUDED-• -•INCLUDED-- Spec Description of Work Scheduled %or %or Sed Unit Unit Cost Quantity Value Quantity Value Quantity Value ROOFTPG. $495 38 $18,810 0.00 $0 $18,810 7500 Roofing $0 0.00 $0 $0 8250 ALUM.WINDOWS MATERIALS $5,145 0.00 $0 $5,145 LABOR $2,575 0.00 $0 $2,575 9902 Painting $0 0.00 $0 $0 15000 Process Piping $0 .0.00 $0 $0 15400 Plumbing _ $0 0.00 $0 $0 15500 WAC $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 $0 11sUBTOTA $187,076 $0 $187,076 ALEM NECK PUMP STATION 2200 Crushed Stone $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 $0 3300 C.I.P.CONCRETE BASE SLAB $485 76 $36,860 0.00 $0 $36,860 - WALLS $620 193 $119,660 0.00 $0 $119,660 ROOF SLAB $626 49 $30,874 0.00 $0 $30,674 FILL CONIC. $837 5 $4,185. 0.00 $0 $4,185 misc. $837 4 $3,348 0.00 $0 $3,348 7500 Roofing $0 0.00 $0 $0 9902 Painting - $0 0.00 $0 $0 11281 SLUICE GATES MATERIALS $0 0.00 $0 $0 11281 LABOR $0 0.00 $0 $0 15000 Process Piping $0 0.00 $0 $0 15400 Plumbing $0 0.00 $0 $0 PAGE18 PAY11-3 PROJECT: South Essex Wastewater Treatment Plant Upgrade OWNER: South Essex Sewerage District April 4,1995 Contract No. 93 - 1 CONTRACTOR: Mortenson /Westcott --CONTRACT AMOUNT-- EXCLUDED-- --INCLUDED -- Spec Description of Work Scheduled %or %or Sect Unit Unit Cost Quantity Value Quantity Value Quantity Value 15500 HVAC $0 0.00 $0 $0 16000 Electrical $0 0.00 $0 $0 —71SUBTOTAL $194,727 $0 $194,727 FISC.&YARD STRUCTURES 2200 Excavation $0 0.00 $0 $0 2200 Structural Backfill $0 0.00 $0 - $0 3300 C.I.P.CONCRETE BASE SLAB $345 95 $32,775 0.00 $0 $32,775 WALLS $486 50 $24,300 0.00 $0 $24,300 ELEV.SLABS $506 2 $1,012 0.00 $0 $1,012 3300 FILL CONC. $321 186 $59,706 0.00 $0 $59,706 DUCT BANK $321 679 $222,475 0.00 $0 $222,475 PIPE ENC. $321 100 $32,100 0.00 $0 $32,100 MISC. $321 2 $642 0.00 $0 $642 FOOTINGS $345 23 $7,935 0.00 $0 1 $7,935 USTOTAL 5380,946 EO $380,946 OTAL BASE CONTRACT $104,672,132 $45,993,890 $68,578,242 PAGE19 H H y O t9 H x 0 A ATTACHMENT 4 DESCRIPTION OF THE BUILDINGS AND STRUCTURES INCLUDED IN CONTRACT NO. 93-1 General Description of the Project - The expansion of the South Essex Sewerage District's wastewater treatment plant is centered around the construction of process tankage (oxygen reactors, secondary clarifiers and chlorine contact tanks) required to provide secondary treatment to the incoming wastewater. Associated with the tankage are process buildings which house process equipment (pumps, fans, blowers, piping, chemicals, electrical equipment and control panels) . Additional sludge produced by the secondary treatment process will be handled and processed in the existing operations building which will be upgraded and expanded. The existing administration and maintenance building will also be upgraded and expanded. The following is a list and description of each of the buildings and structures included in Contract No. 93-1. The Plan Location Numbers opposite each project component correspond to the numbers shown on the plan attached as Attachment 5. Plan Location No. Description 8A Distribution Box - The distribution box serves to distribute primary effluent from the existing process tankage (primary clarifiers) to the four new trainsof selectors/oxygen reactors. The distribution box is a compartmentalized underground concrete structure consisting of numerous gates and discharge piping. 8 Selectors/Oxygen Reactors - This underground concrete process tankage serves as a biological reactor in which wastewater is degraded by microorganisms in a controlled environment. Oxygen is added to this tankage to maintain an aerobic environment. Eight mechanical mixers and sixteen mechanical aerators are provided in this tankage. 8B Oxygen Reactor Access Structure - This structure, located above the oxygen reactor gallery, provides access to the gallery below and houses the electrical equipment and instrumentation panels for the oxygen system. Also located in this structure are the primary effluent samplers. The oxygen reactor gallery below houses piping and pumping equipment. 1 of 4 6 Oxygen Generation Building - The oxygen generation building contains three air compressors, the pressure swing adsorption valve skid, and electrical room, control room and machine room. The equipment in this building produces high purity oxygen required for the secondary treatment process. Located outside adjacent to the building are three adsorption vessels used in the generation of oxygen and a liquid oxygen storage tank. 9A Secondary Clarifiers - This underground concrete process tankage serves as a settling tank for the wastewater and microorganisms discharged from the oxygen reactors. Settled sludge is collected in these tanks and pumped to the operations building for storage and processing. 9 Secondary Clarifier Influent Building - This building encloses the area over the cross gallery at the head end of the secondary clarifiers and , is primarily composed of an open space which houses the drives for the sludge collection equipment, sluice gate operators, blowers and air piping. Access hatches to the tanks below are included in this space as well as odor control piping and ductwork. Although this equipment could have been located outside, the area was enclosed for noise and aesthetic mitigation and to ease maintenance during inclement weather. Access to the pipe and pump gallery below is provided here. Also included in this building is an electrical room, an instrumentation room housing the local control panels for the process equipment, and a boiler room which provides heat to the new facilities. The cross gallery below houses sludge pumping and piping. 10 secondary Clarifier Effluent Building - As with the secondary clarifier influent building, this structure was included to minimize noise and visual impacts and to ease maintenance during inclement weather. The open area is primarily composed of access hatches to the tanks below, scum trough actuators, slide gate operators, and odor control piping. Access to the pipe and pump gallery below is provided here. Located in the secondary clarifier gallery is the plant water system, scum pumps, tank drain pumps and associated piping. 10A Chlorine Contact Tanks - Secondary effluent from the clarifiers is discharged to the chlorine contact tanks in which sodium hypochlorite is added to the 2 of 4 wastewater for disinfection and sodium bisulfite is added for dechlorination. 7 Chlorination Building - Thid chemical storage building houses four sodium hypochlorite storage tanks, two sodium bisulfite storage tanks and associated chemical feed pumping and piping used in the treatment process. 11 Effluent Pump Station - The effluent pump station houses 4-800 hp and 2-300 hp pumps and motors which pump treated secondary effluent to Salem Sound through a 66-inch effluent outfall. The electrical equipment (VFDs) for the pumps and control room are also located in this building. Adjacent to the pump room is the fan room which houses the odor control fans and ductwork which draws off-gas from the secondary tankage and discharges it up a stack. 12 Salem Neck Pump Station - This small underground pump station consists of three pumps and associated piping as well as access structure and staircase to simplify access to the pumps below. This pump station pumps wastewater from the Salem Willows area of Salem to the plant influent. 2B Fan Building A - Fan Building A houses 2-150 hp fans and odor control ductwork which convey off- gas from the existing chemical scrubbers to the activated carbon scrubbers. 3C Fan Building B - Fan Building B houses 2-250 hp fans and odor control ductwork which convey off-gas from the existing chemical scrubbers to the activated carbon scrubbers. 13 Carbon Towers - Fourteen new carbon towers, located outside on a concrete pad serve to polish the off- gas from the treatment processes. Three associated stacks are also included to further disperse the off-gas. 3 Operations Building (Sludge Processing Building) This building houses sludge storage tanks, sludge dewatering equipment, lime stabilization equipment for sludge treatment, associated pumps, piping, and conveyance equipment, the facilities central control room, office space, men's and women's locker rooms, and storage area. Changes will be made to the existing building and an addition will be constructed. 3A Electrical Building - The electrical building houses the electrical switchgear and equipment 3 of 4 required due to the increased electrical load from the wastewater treatment plant upgrade. 5 Administration Building - The administration building will house all of the administrative functions required to operate the secondary wastewater treatment facility. This includes a reception area, office space for the executive director, district engineer, assistant district engineer, supervisors of operation and maintenance, community relations specialist and others, a board room, records storage, men's and women's locker rooms, a lunch room, library and print room. Also included in this building is the plant's laboratory and general lab storage. 5 Maintenance Building - The maintenance building will house all required maintenance personnel, equipment and storage on-site. This building includes office space, men's and women's locker rooms, a lunch room, a general shop, machine shop, carpentry shop, electrical shop and instrumentation shop, general storage, and a vehicle storage and maintenance garage. 4 of 4 NO. 8A DISTRIBUTION BOX STATE BUILDING CODE APPEALS BOARD DESCRIPTION OF BUILDING OR STRUCTURE RELATIVE TO THE MASSACHUSETTS STATE BUILDING CODE (5th EDITION) : (Check as appropriate) Existing Construction ❑ Approximate Age of Building - years (if existing) Proposed Construction PROPOSED USE GROUP (Article 3) : (Check as appropriate) A (Assembly) ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ B (Business) ❑ E (Educational) ❑ F (Factory) ❑ F-1 ❑ F-2 ❑ H (High Hazard) ❑ I (Institutional) ❑ I-2 ❑ I-3 ❑ M (Mercantile) ❑ R (Residential) ❑ - R-1 ❑ R-2 ❑ R-3 ❑ R-4 ❑ (1 or 2 Family Dwelling) S (Storage) ❑ U (Utility) El Mixed Use Group ❑ (Specify Uses) Special Use ❑ (Article 6) Describe Briefly the Use of the Building See Attachment 4 deco i t ' h a (Over page) ? 43 NO. 8A DISTRIBUTION BOX STATE BUILDING CODE APPEALS BOARD CONSTRUCTION TYPE (Article 4) : NOT APPLICABLE (Check as appropriate) PROCESS TANKAGE lA ❑ 1B ❑ 2A ❑ 2B ❑ 2C ❑ 3A ❑ 3B ❑ 4 ❑ 5A ❑ 5B ❑ Number of stories above grade Number of stories below grade (Include basement or cellar) Total Floor Area (all floors) Floor Area per floor Automatic Fire Suppression System installed ? Yes ❑ No ❑ Automatic Fire Suppression System proposed ? Yes ❑ No ❑ Describe Briefly the Construction of the Building: Underground reinforced concrete structure with concrete cover THIS SECTION TO BE COMPLETED FOR EXISTING BUILDINGS ONLY: Proposed work (Check as appropriate) ; Repair(s) ❑ Alteration(s) ❑ Addition(s) ❑ Will there be a change of Use Group associated with the proposed work ? Yes ❑ No ❑ If yes, Use Group Changed from to Has a building evaluation been performed in accordance with Appendix F, Section F-104? Yes ❑ No ❑ If yes, submitevaluation with appeal documentation. h:\users\bbrs\forms\appcals.app Rm,,d 03/93 3 of 3 NO. 8 SELECTORS/OXYGEN REACTORS STATE BUILDING CODE APPEALS BOARD DESCRIPTION OF BUILDING OR STRUCTURE RELATIVE TO THE MASSACHUSETTS STATE BUILDING CODE (5th EDITION) : (Check as appropriate) - Existing Construction ❑ Approximate Age of Building years (if existing) Proposed Construction PROPOSED USE GROUP (Article 3) : (Check as appropriate) A (Assembly) ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ B (Business) ❑ E (Educational) ❑ F (Factory) ❑ F-1 ❑ F-2 ❑ H (High Hazard) ❑ I (Institutional) ❑ I-2 ❑ I-3 ❑ M (Mercantile) ❑ R (Residential) ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 ❑ (I ort Family Dwelling) S (Storage) ❑ U (Utility) U Mixed Use Group ❑ (Specify Uses) Special Use ❑ (Article 6) Describe Briefly the Use of the Building See Attachment 4 description above (over page) 2 r3 NO. 8 SELECTORS/OXYGEN REACTORS STATE BUILDING CODE APPEALS BOARD CONSTRUCTION TYPE (Akticle 4) : NOT APPLICABLE (Check as appropriate) PROCESS TANKAGE lA ❑ 1B ❑ 2A ❑ 2B ❑ 2C ❑ 3A ❑ 3B ❑ 4 ❑ 5A ❑ 5B ❑ Number of stories above grade Number of stories below grade (Include basement or cellar) Total Floor Area (all floors) Floor Area per floor Automatic Fire Suppression System installed ? Yes ❑ No ❑ Automatic Fire Suppression System proposed ? Yes ❑ No ❑ Describe Briefly the Construction of the Building: Underground reinforced concrete tankage with concrete cover THIS SECTION TO BE COMPLETED FOR EXISTING BUILDINGS ONLY: Proposed work (Check as appropriate); Repair(s) ❑ Alteration(s) ❑ Addition(s) ❑ Will there be a change of Use Group associated with the proposed work ? Yes ❑ No ❑ If yes, Use Group Changed from to Has a building evaluation been performed in accordance with Appendix F, Section F-104? Yes ❑ No ❑ If yes, submit evaluation with appeal documentation. h:\users\bbrs\forms\appeals.app Rm,i d 03193 3 of NO. 8E OXYGEN REACTOR ACCESS STRUCTURE STATE BUILDING CODE APPEALS BOARD DESCRIPTION OF BUILDING OR STRUCTURE RELATIVE TO THE MASSACHUSETTS STATE BUILDING CODE (5th EDITION) : (Check as appropriate) - Existing Construction ❑ Approximate Age of Building years (if existing) Proposed Construction FJ PROPOSED USE GROUP (Article 3) : (Check as appropriate) A (Assembly) ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ B (Business) ❑ E (Educational) ❑ F (Factory) ❑ F-1 ❑ F-2 H (High Hazard) ❑ I (Institutional) ❑ I-2 ❑ I-3 ❑ M (Mercantile) ❑ R (Residential) ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 ❑ (I or 2 Family Dwelling) S (Storage) ❑ U (Utility) ❑ Mixed Use Group ❑ (Specify Uses) Special Use ❑ (Article 6) Describe Briefly the Use of the Building See Attachment 4 description above. (over page) 2,,13 NO. 8B - OXYGEN REACTOR ACCESS STRUCTURE STATE BUILDING CODE APPEALS BOARD CONSTRUCTION TYPE (Article 4) : (Check as appropriate) lA ❑ 1B ❑ 2A ❑ 2B ❑ 2C FRI 3A ❑ 3B ❑ 4 ❑ SA ❑ 5B ❑ Number of stories above grade 1 Number of stories below grade 1 (Include basement or cellar) Total Floor Area (all floors) 5910 Floor Area per floor 1690 Basement Gallefy = 4220 Automatic Fire Suppression System installed ? Yes ❑ No ❑ Automatic Fire Suppression System proposed ? Yes ® No ❑ Describe Briefly the Construction of the Building: Reinforced concrete frame and floors, precast concrete roof, masonary walls THIS SECTION TO BE COMPLETED FOR EXISTING BUILDINGS ONLY: Proposed work (Check as appropriate); Repair(s) ❑ Alteration(s) ❑ Addition(s) ❑ Will there be a change of Use Group associated with the proposed work ? Yes ❑ No ❑ If yes, Use Group Changed from to Has a building evaluation been performed in accordance with Appendix F, Section F-104? Yes ❑ No ❑ I£ yes, submit evaluation with appeal documentation. h:\uscrs\bbrs\forms\appcals.app Revised 03/93 3 of 3 NO. 6 OXYGEN GENERATION BUILDING STATE BUILDING CODE APPEALS BOARD DESCRIPTION OF BUILDING OR STRUCTURE RELATIVE TO THE MASSACHUSETTS STATE BUILDING CODE (5th EDITION) : (Check as appropriate) Existing Construction ❑ Approximate Age of Building years (if existing) Proposed Construction PROPOSED USE GROUP (Article 3) : (Check as appropriate) A (Assembly) ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ B (Business) ❑ E (Educational) ❑ F (Factory) ❑ F-1 ❑ F-2 , ❑ H (High Hazard) I (Institutional) ❑ I-2 ❑ I-3 ❑ M (Mercantile) ❑ R (Residential) ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 ❑ (1 or 2 Family Dwelling) S (Storage) ❑ U (Utility) ❑ Mixed Use Group ❑ (Specify Uses) Special Use ❑ (Article 6) Describe Briefly the Use of the Building See Attachment 4 description above. (over page) 2,,f3 NO. 6 OXYGEN GENERATION BUILDING STATE BUILDING CODE APPEALS BOARD CONSTRUCTION TYPE (Article 4) : (Check as appropriate) lA ❑ 1B ❑ 2A ❑ 2B ❑ 2C 3A ❑ 3B ❑ 4 ❑ SA ❑ 5B ❑ Number of stories above grade 1 Number of stories below grade 0 (Include basement or cellar) Total Floor Area (all floors) 3835 Floor Area per floor 3835 Automatic Fire Suppression System installed ? Yes ❑ No ❑ Automatic Fire Suppression System proposed ? Yes ® No ❑ Describe Briefly the Construction of the Building: Reinforced concrete frame, concrete floor slab on grade. prp,aQton rarer roof, masonary walls THIS SECTION TO BE COMPLETED FOR EXISTING BUILDINGS ONLY: Proposed work (Check as appropriate); Repair(s) ❑ Alteration(s) ❑ Addition(s) ❑ Will there be a change of Use Group associated with the proposed work ? Yes ❑ No ❑ If yes, Use Group Changed from to Has a building evaluation been performed in accordance with Appendix F, Section F-104? Yes ❑ No ❑ If yes, submit evaluation with appeal documentation. h:\users\bbrs\forms\appcals.app Rcvncd 03/93 3 of NO. 9A SECONDARY CLARIFIERS STATE BUILDING CODE APPEALS BOARD DESCRIPTION OF BUILDING OR STRUCTURE RELATIVE TO THE MASSACHUSETTS STATE BUILDING CODE (5th EDITION) : (Check as appropriate) Existing Construction ❑ Approximate Age of Building years (if existing) Proposed Construction KI PROPOSED USE GROUP (Article 3) : (Check as appropriate) A (Assembly) ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ B (Business) ❑ E (Educational) ❑ F (Factory) ❑ F-1 ❑ F-2 ❑ H (High Hazard) ❑ I (Institutional) ❑ I-2 ❑ I-3 ❑ M (Mercantile) ❑ R (Residential) ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 ❑ (1 or 2 Family Dwelling) S (Storage) ❑ U (Utility) Mixed Use Group ❑ (Specify Uses) Special Use ❑ (Article 6) Describe Briefly the Use of the Building See Attachment 4 description above. (over rage) 2of3 NO. 9A SECONDARY CLARIFIERS STATE BUILDING CODE APPEALS BOARD CONSTRUCTION TYPE (Article 4) : NOT APPLICABLE (Check as appropriate) PROCESS TANKAGE lA ❑ iB ❑ 2A ❑ 2B ❑ 2C ❑ 3A ❑ 3B ❑ 4 ❑ SA ❑ 5B ❑ Number of stories above grade Number of stories below grade (Include basement or cellar) Total Floor Area (all floors) Floor Area per floor Automatic Fire Suppression System installed ? Yes ❑ No ❑ Automatic Fire Suppression System proposed ? Yes ❑ No ❑ Describe Briefly the Construction of the Building: ijaderground raitiforce" Qgnvrete tankage cath cencrat-, -Q"QrQ THIS SECTION TO BE COMPLETED FOR EXISTING BUILDINGS ONLY: Proposed work (Check as appropriate) ; Repair(s) ❑ Alteration(s) ❑ Addition(s) ❑ Will there be a change of Use Group associated with .the proposed work ? Yes ❑ No ❑ If yes, Use Group Changed from to Has a building evaluation been performed in accordance with Appendix F, Section F-104? Yes ❑ No ❑ If yes, submit evaluation with appeal documentation. h:\uscrs\bbrs\forms\appcals.app Rcviscd 03/93 3 of3 NO. 9 - SECONDARY CLARIFIER INFLUENT BUILDING STATE BUILDING CODE APPEALS BOARD DESCRIPTION OF BUILDING OR STRUCTURE RELATIVE TO THE MASSACHUSETTS STATE BUILDING CODE (5th EDITION) : (Check as appropriate) Existing Construction ❑ Approximate Age of Building years (if existing) Proposed Construction PROPOSED USE GROUP (Article 3) : (Check as appropriate) A (Assembly) ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ B (Business) ❑ E (Educational) ❑ F (Factory) ❑ F-1 ❑ F-2 KI H (High Hazard) ❑ I (Institutional) ❑ I-2 ❑ I-3 ❑ M (Mercantile) ❑ R (Residential) ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 ❑ (I or 2 Family Dwelling) S (Storage) ❑ U (utility) ❑ Mixed Use Group ❑ (Specify Uses) Special Use ❑ (Article 6) Describe Briefly the Use of the Building See Attachment 4 description above. 2,,f 3 NO. 9 SECONDARY CLARIFIER INFLUENT BUILDING STATE BUILDING CODE APPEALS BOARD CONSTRUCTION TYPE (Article 4) : (Check as appropriate) lA ❑ 1B ❑ 2A ❑ 2B ❑ 2C ❑X 3A ❑ 3B ❑ 4 ❑ SA ❑ 5B ❑ Number of stories above grade 1 Number of stories below grade. 1 (Include basement or cellar) Total Floor Area (all floors) 14,800 Floor Area per floor 10,800 Basement Gall�r = 4,000 Automatic Fire Suppression System installed ? Yes ❑ No ❑ Automatic Fire Suppression System proposed ? Yes El No ❑ Describe Briefly the Construction of the Building: Reinforced concrete frame, floor and precast on t roof maaonary walls THIS SECTION TO BE COMPLETED FOR EXISTING BUILDINGS ONLY: Proposed work (Check as appropriate) ; Repair(s) ❑ Alteration(s) ❑ Addition(s) ❑ Will there be a change of Use Group associated with the proposed work ? Yes ❑ No ❑ If yes, Use Group Changed from to Has a building evaluation been performed in accordance with Appendix F, Section F-104? Yes ❑ No ❑ If yes, submit evaluation with appeal documentation. h:\users\bbrs\forms\appcals.app Rcviscd 03/93 3 of NO. 10 SECONDARY CLARIFIER CLARIFIER EFFLUENT BUILDING STATE BUILDING CODE APPEALS BOARD DESCRIPTION OF BUILDING OR STRUCTURE RELATIVE TO THE MASSACHUSETTS STATE BUILDING CODE (5th EDITION) : (Check as appropriate) Existing Construction ❑ Approximate Age of Building years (if existing) Proposed Construction PROPOSED USE GROUP (Article 3) : (Check as appropriate) A (Assembly) ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ B (Business) ❑ E (Educational) ❑ F (Factory) ❑ F-1 ❑ F-2 H (High Hazard) ❑ I (Institutional) ❑ I-2 ❑ I-3 ❑ M (Mercantile) ❑ R (Residential) ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 ❑ (I or 2 Family Dwelling) S (Storage) ❑ U (utility) ❑ Mixed Use Group ❑ (Specify Uses) Special Use ❑ (Article 6) Describe Briefly the Use of the Building See Attachment 4 description above. (over page) 1 ,&3 NO. 10 SECONDARY CLARIFIER EFFLUENT BUILDING STATE BUILDING CODE APPEALS BOARD CONSTRUCTION TYPE (Article 4) : (Check as appropriate) lA ❑ 1B ❑ 2A ❑ 2B ❑ 2C 3A ❑ 3B ❑ 4 ❑ SA ❑ 5B ❑ Number of stories above grade 1 Number ofstoriesbelow grade 1 (Include basement or cellar) Total Floor Area (all floors) 13,800, Floor Area per floor 11,200 Basement Gallely = 2,600. Automatic Fire suppression System installed ? Yes ❑ No ❑ Automatic Fire Suppression System proposed ? Yes © No ❑ Describe Briefly the Construction of the Building: Reinforced concrete frame, floor and precast concrete roof, masonary walls THIS SECTION TO BE COMPLETED FOR EXISTING BUILDINGS ONLY: Proposed work (Check as appropriate) ; Repair(s) ❑ Alteration(s) ❑ Addition(s) ❑ Will there be a change of Use Group associated with the proposed work ? Yes ❑ No ❑ If yes, Use Group Changed from to Has a building evaluation been performed in accordance with Appendix F, Section F-104? Yes ❑ INo ❑ If yes, submit evaluation with appeal documentation. h:\uscrs\bbrs\forms\appeals.app Rc�iscd 03/93 3 of3 NO. l0A CHLORINE .CONTACT TANKS STATE BUILDING CODE APPEALS BOARD DESCRIPTION OF BUILDING OR STRUCTURE RELATIVE TO THE MASSACHUSETTS STATE BUILDING CODE (5th EDITION) : (Check as appropriate) Existing Construction ❑ Approximate Age of Building years (if existing) Proposed Construction PROPOSED USE GROUP (Article 3) : (Check as appropriate) A (Assembly) ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ B (Business) ❑ E (Educational) ❑ F (Factory) ❑ F-1 ❑ F-2 ❑ H (High Hazard) ❑ I (Institutional) ❑ I-2 ❑ I-3 ❑ M (Mercantile) ❑ R (Residential) ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 ❑ (1 or 2 Family Dwelling) S (Storage) ❑ U (Utility) Mixed Use Group ❑ (Specify Uses) Special Use ❑ (Article 6) Describe Briefly the Use of the Building See Attachment 4 description above. (Ovcr p.gc) 2 uf3 N0, lOA CHLORINE CONTACT TANKS STATE BUILDING CODE APPEALS BOARD CONSTRUCTION TYPE (Article 4) : NOT APPLICABLE (Check as appropriate) PROCESS TANKAGE lA ❑ 1B ❑ 2A ❑ 2B ❑ 2C ❑ 3A ❑ 3B ❑ 4 ❑ 5A ❑ 5B ❑ Number of stories above grade Number of stories below grade Onclude basement or cellar) Total Floor Area (all floors) Floor Area per floor Automatic Fire Suppression System installed ? Yes ❑ No ❑ Automatic Fire Suppression System proposed ? Yes ❑ No ❑ Describe Briefly the Construction of the Building: Underground reinforced on rete tankage with concrete covers THIS SECTION TO BE COMPLETED FOR EXISTING BUILDINGS ONLY: Proposed work (Check as appropriate); Repair(s) ❑ Alteration(s) ❑ Addition(s) ❑ Will there be a change of use Group associated with the proposed work ? Yes ❑ No ❑ If yes, Use Group Changed from to Has a building evaluation been performed in accordance with Appendix F, Section F-104? Yes ❑ No ❑ If yes, submit evaluation with appeal documentation. h:\uscrs\bbrs\forms\appcals.app Rcviscd 03/93 3 of NO. 7 CHLORINATION BUILDING STATE BUILDING CODE APPEALS BOARD DESCRIPTION OF BUILDING OR STRUCTURE RELATIVE TO THE MASSACHUSETTS STATE BUILDING CODE (5th EDITION) : (Check as appropriate) Existing ConstructionR❑ Approximate Age of Building years (if existing) Proposed Construction ❑ PROPOSED USE GROUP (Article 3) : (Check as appropriate) A (Assembly) ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ B (Business) ❑ E (Educational) ❑ F (Factory) ❑ F-i ❑ F-2 ❑ H (High Hazard) KI I (Institutional) ❑ I-2 ❑ I-3 ❑ M (Mercantile) ❑ R (Residential) ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 ❑ (I or 2 Family Dwelling) S (Storage) ❑ U (Utility) ❑ Mixed Use Group ❑ (Specify Uses) Special Use ❑ (Article 6) _Describe Briefly the Use of the Building See Attachment 4 description above. (Over page) 243 NO. 7 CHLORINATION BUILDING STATE BUILDING CODE APPEALS BOARD CONSTRUCTION TYPE (Article 4) : (Check as appropriate) lA ❑ 1B ❑ 2A ❑ 2B ❑ 2C ❑% 3A ❑ 3B ❑ 4 ❑ SA ❑ 5B ❑ Number of stories above grade 1 Number of stories below grade 0 (include basement or cellar) Total Floor Area (all floors) 2875 Floor Area per floor 2875 Automatic Fire Suppression System installed ? Yes ❑ No ❑ Automatic Fire Suppression System proposed ? Yes 0 No ❑ Describe Briefly the Construction of the Building: Reinforced concrete frame, concrete floor slab on grade. precast concrete roof, masonary walls THIS SECTION TO BE COMPLETED FOR EXISTING BUILDINGS ONLY: Proposed work (Check as appropriate) ; Repair(s) ❑ Alteration(s) ® Addition(s) ❑. Will there be a change of Use Group associated with the proposed work ? Yes ❑ No ❑X If yes, Use Group Changed from to Has a building evaluation been performed in accordance with Appendix F, Section F-104? Yes M No ❑ If yes, submit evaluation with appeal documentation. Not Applicable to Subject of Appeal h:\uscrs\bbrs\fours\appcals.app Revised 03/93 3of3 NO. 11 EFFLUENT PUMP STATION STATE BUILDING CODE APPEALS BOARD DESCRIPTION OF BUILDING OR STRUCTURE RELATIVE TO THE MASSACHUSETTS STATE BUILDING CODE (5th EDITION) : (Check as appropriate) Existing Construction ❑ Approximate Age of Building years (if existing) Proposed Construction ❑ PROPOSED USE GROUP (Article 3) : (Check as appropriate) A (Assembly) ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ B (Business) ❑ E (Educational) ❑ F (Factory) ❑ F-1 ❑ F-2 H (High Hazard) ❑ I (Institutional) ❑ I-2 ❑ I-3 ❑ M (Mercantile) ❑ R (Residential) ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 ❑ (I or 2 Family Dwelling) S (Storage) ❑ U (Utility) ❑ Mixed Use Group ❑ (Specify Uses) Special Use ❑ (Article 6) Describe Briefly the Use of the Building See Attachment 4 description above. (Over page) 2uf3 NO. 11 EFFLUENT PUMP STATION STATE BUILDING CODE APPEALS BOARD CONSTRUCTION TYPE (Article 4) : (check as appropriate) lA ❑ 1B ❑ 2A ❑ 2B ❑ 2C 3A ❑ 3B ❑ 4 ❑ SA ❑ 5B ❑ Number of stories above grade 1 Number of stories below grade 1 (Include basement or cellar) Total Floor Area (all floors) 14,280 Floor Area per floor 60220 Basement = 8,060 Automatic Fire Suppression System installed ? Yes ❑ No ❑ Automatic Fire Suppression System proposed ? Yes ® No ❑ Describe Briefly the Construction of the Building: Reinforced concrete frame, floors and precast concrete roof, masonary walls THIS SECTION TO BE COMPLETED FOR EXISTING BUILDINGS ONLY: Proposed work (Check as appropriate) ; Repair(s) ❑ Alteration(s) ❑ Addition(s) ❑ Will there be a change of Use Group associated with .the proposed work ? Yes ❑ No ❑ If yes, Use Group Changed from to Has a building evaluation been performed in accordance with Appendix F, Section F-104? Yes ❑ No ❑ If yes, submit evaluation with appeal documentation. h:\users\bbrs\fortes\appcals.app Revised 03193 3 of NO. 12 SALEM NECK PUMP STATION. STATE BUILDING CODE APPEALS BOARD DESCRIPTION OF BUILDING OR STRUCTURE RELATIVE TO THE MASSACHUSETTS STATE BUILDING CODE (5th EDITION) : (Check as appropriate) Existing Construction ❑ Approximate Age of Building years (if existing) Proposed Construction PROPOSED USE GROUP (Article 3) : (Check as appropriate) A (Assembly) ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ B (Business) ❑ E (Educational) ❑ F (Factory) ❑ F-1 ❑ F-2 H (High Hazard) ❑ I (Institutional) ❑ I-2 ❑ I-3 ❑ M (Mercantile) ❑ R (Residential) ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 ❑ (1 or 2 Family Dwelling) S (Storage) ❑ U (Utility) ❑ Mixed Use Group ❑ (Specify Uses) Special Use ❑ (Article 6) Describe Briefly the Use of the Building See Attachment 4 description above (Over page) 2 ,r3 NO. 12 SALEM NECK PUMP STATION STATE BUILDING CODE APPEALS BOARD CONSTRUCTION TYPE (Article 4) : (Check as appropriate) lA ❑ 1B ❑ 2A ❑ 2B ❑ 2C ❑R 3A ❑ 3B ❑ 4 ❑ SA ❑ 5B ❑ Number of stories above grade 1 Number of stories below grade 1 (Include basement or cellar) - Total Floor Area (all floors) 375 Floor Area per floor 225 Basement = 150 Automatic Fire Suppression System installed ? Yes ❑ No ❑ Automatic Fire Suppression System proposed ? Yes ❑ No ❑ Describe Briefly the Construction of the Buildinq: Masonary bearing wall with concrete roof, reinforced concrete floors and basement walls THIS SECTION TO BE COMPLETED FOR EXISTING BUILDINGS ONLY: Proposed work (Check as appropriate) ; Repair(s) ❑ Alteration(s) ❑ Addition(s) ❑ . Will there be a change of Use Group associated with .the proposed work ? Yes ❑ No ❑ If yes, Use Group Changed from to Has a building evaluation been performed in accordance with Appendix F, Section F-104? Yes ❑ No ❑ If yes, submit evaluation with appeal documentation. h:\uscrs\bbrs\forms\appeals.app Revised 03/93 3 of 3 N0. 2B FAN BUILDING "A" STATE BUILDING CODE APPEALS BOARD DESCRIPTION OF BUILDING OR STRUCTURE RELATIVE TO THE MASSACHUSETTS STATE BUILDING CODE (5th EDITION) : (Check as appropriate) . Existing Construction ❑II Approximate Age of Building years (if existing) Proposed Construction CJ PROPOSED USE GROUP (Article 3) : (Check as appropriate) A (Assembly) ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ B (Business) ❑ E (Educational) ❑ F (Factory) ❑ F-1 ❑ F-2 M H (High Hazard) ❑ I (Institutional) ❑ I-2 ❑ I-3 ❑ M (Mercantile) ❑ R (Residential) ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 ❑ (1 or 2 Family Dwelling) S (Storage) ❑ U (Utility) ❑ Mixed Use Group ❑ (Specify Uses) Special Use ❑ (Article 6) Describe Briefly the Use of the Building See Attachment 4 description above. (ower pugel z of 3 N0. 2B FAN BUILDING "A° STATE BUILDING CODE APPEALS BOARD CONSTRUCTION TYPE (Article 4) : (Check as appropriate) lA ❑ 1B ❑ 2A ❑ 2B ❑ 2C 3A ❑ 3B ❑ 4 ❑ SA ❑ 5B ❑ Number of stories above grade 1 Number of stories below grade 0 (Include basement or cellar) Total Floor Area (all floors) 908 Floor Area per floor 908 Automatic Fire Suppression System installed ? Yes ❑ No ❑ Automatic Fire Suppression System proposed ? Yes ® No ❑ Describe Briefly the Construction of the Building: Reinforced concrete frame concrete floor slab on grade,_p act oonrrete concrete roof, masonary walls THIS SECTION TO BE COMPLETED FOR EXISTING BUILDINGS ONLY: Proposed work (Check as appropriate) ; Repair(s) ❑ Alteration(s) ❑ Addition(s) ❑ Will there be a change of Use Group associated with the proposed work ? Yes ❑ No ❑ If yes, Use Group Changed from to Has a building evaluation been performed in accordance with Appendix F, Section F-104? Yes ❑ No ❑ I£ yes, submit evaluation with appeal documentation. h:\uscrs\brs\forms\appcals.app Rcviscd 03/93 3 of3 N0. 3C FAN BUILDING "B" STATE BUILDING CODE APPEALS BOARD DESCRIPTION OF BUILDING OR STRUCTURE RELATIVE TO THE MASSACHUSETTS STATE BUILDING CODE (5th EDITION) : (Check as appropriate) - Existing Construction ❑ Approximate Age of Building years (if existing) Proposed Construction 10 PROPOSED USE GROUP (Article 3) : (Check as appropriate) A (Assembly) ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ B (Business) ❑ E (Educational) ❑ F (Factory) ❑ F-1 ❑ F-2 KI H (High Hazard) ❑ I (Institutional) ❑ I-2 ❑ I-3 ❑ M (Mercantile) ❑ R (Residential) ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 ❑ (I or 2 Family Dwelling) S (Storage) ❑ U (Utility) ❑ Mixed Use Group ❑ (Specify Uses) Special Use ❑ (Article 6) Describe Briefly the Use of the Building See Attachment 4 description above. (0,�rp-g,) 2 ,,f 3 N0. 3C FAN BUILDING "B" STATE BUILDING CODE APPEALS BOARD CONSTRUCTION TYPE (Article 4) : (Check as appropriate) lA ❑ 1B ❑ 2A ❑ 2B ❑ 2C %❑ 3A ❑ 3B ❑ 4 ❑ 5A ❑ 5B ❑ Number of stories above grade 1 Number of stories below grade 0 (Include basement or cellar) Total Floor Area (all floors) 1,791 Floor Area per floor 1,791 Automatic Fire suppression System installed ? Yes ❑ No ❑ Automatic Fire Suppression System proposed ? Yes ® No ❑ Describe Briefly the Construction of the Buildino: Reinforced concrete frame concrete floor slab on grade, precast concrete goof, masonary walls THIS SECTION TO BE COMPLETED FOR EXISTING BUILDINGS ONLY: Proposed work (Check as appropriate) ; Repair(s) ❑ Alteration(s) ❑ Addition(s) ❑ Will there be a change of Use Group associated with the proposed work ? Yes ❑ No ❑ If yes, Use Group Changed from to Has a building evaluation been performed in accordance with Appendix F, Section F-104? Yes ❑ No ❑ If yes, submit evaluation with appeal documentation. h:\users\bbrs\forms\appcals.app Rcvis<d 03/93 3 of NO. 13 CARBON TOWERS STATE BUILDING CODE APPEALS BOARD DESCRIPTION OF BUILDING OR STRUCTURE RELATIVE TO THE MASSACHUSETTS STATE BUILDING CODE (5th EDITION) : (Check as appropriate) Existing Construction ❑ Approximate Age of Building years (if existing) Proposed Construction EA PROPOSED USE GROUP (Article 3) : (Check as appropriate) A (Assembly) ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ B (Business) ❑ E (Educational) ❑ F (Factory) ❑ F-1 ❑ F-2 ❑ H (High Hazard) ❑ I (Institutional) ❑ I-2 ❑ I-3 ❑ M (Mercantile) ❑ R (Residential) ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 ❑ (I or 2 Family Dwelling) S (Storage) ❑ U (Utility) 13 Mixed Use Group ❑ (Specify Uses) Special Use ❑ (Article 6) Describe Briefly the Use of the Building See Attachment 4 description above. (over page) 2 of3 NO. 13 CARBON TOWERS STATE BUILDING CODE APPEALS BOARD CONSTRUCTION TYPE (Article 41: NOT APPLICABLE (Check as appropriate) PROCESS TOWERS lA ❑ 1B ❑ 2A ❑ 2B ❑ 2C ❑ 3A ❑ 3B ❑ 4 ❑ 5A ❑ 5B ❑ Number of stories above grade Number of stories below grade (Include basement or cellar) Total Floor Area (all floors) Floor Area per floor Automatic Fire Suppression System installed ? Yes ❑ No ❑ Automatic Fire Suppression System proposed ? Yes ❑ No ❑ Describe Briefly the Construction of the Building: THIS SECTION TO BE COMPLETED FOR EXISTING BUILDINGS ONLY: Proposed work (check as appropriate) ; Repair(s) ❑ Alteration(s) ❑ Addition(s) ❑ Will there be a change of Use Group associated with the proposed work ? Yes ❑ No ❑ If yes, Use Group Changed from to Has a building evaluation been performed in accordance with Appendix F, Section F-104? Yes ❑ No ❑ If yes, submit evaluation with appeal documentation. h:\users\bbrs\forms\appeals.app Revised 03/93 3 of 3 NO. 3 OPERATIONS BUILDING (Sludge Processing Building) STATE BUILDING CODE APPEALS BOARD DESCRIPTION OF BUILDING OR STRUCTURE RELATIVE TO THE MASSACHUSETTS STATE BUILDING CODE (5th EDITION) : (Check as appropriate) Existing Construction ❑X Approximate Age of Building 12 years (if existing) Proposed Construction ❑ PROPOSED USE GROUP (Article 3) : (Check as appropriate) A (Assembly) ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ B (Business) E (Educational) ❑ F (Factory) ❑ F-1 ® F-2 ❑ H (High Hazard) ❑ I (Institutional) ❑ I-2 ❑ I-3 ❑ M (Mercantile) ❑ R (Residential) ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 ❑ (I or 2 Family Dwelling) S (storage) ❑ U (Utility) ❑ Mixed Use Group Offices, locker rooms, sludge processing equipment rooms. (Specify Uses) Special Use ❑ (Article 6) Describe Briefly the Use of the Building See Attachment 4 description above. (Ov"page) z,r3 NO. 3 . OPERATIONS BUILDING. (Sludge .Processing Building) STATE BUILDING CODE APPEALS BOARD CONSTRUCTION TYPE (Article 4) : (Check as appropriate) lA ❑ 1B ❑ 2A ❑ 2B ❑ 2C ❑% 3A ❑ 3B ❑ 4 ❑ SA ❑ 5B ❑ Number of stories above grade 3 Number of stories below grade 1 (Include basement or cellar) Total Floor Area (all floors) 70.300 Floor Area per floor 17.580 Automatic Fire Suppression System installed ? Yes ❑ No KI Automatic Fire Suppression System proposed ? Yes ® No ❑ Describe Briefly the Construction of the Building: Structural steel frame, reinforced concrete floors and roof THIS SECTION TO BE COMPLETED FOR EXISTING BUILDINGS ONLY: Proposed work (Check as appropriate) ; Repair(s) ❑ Alteration(s) ® Addition(s) ❑ Will there be a change of Use Group associated with the proposed work ? Yes ❑ No ❑ If yes, Use Group Changed from to Has a building evaluation been performed in accordance with Appendix F, Section F-104? Yes ® No ❑ If yes, submit evaluation with appeal documentation. Not Applicable to Subject of Appeal h:\uscrs\bbrs\fortes\appeals.app Rcviscd 03/93 3of3 NO. 3 OPERATIONS BUILDING ADDITION STATE BUILDING CODE APPEALS BOARD DESCRIPTION OF BUILDING OR STRUCTURE RELATIVE TO THE MASSACHUSETTS STATE BUILDING CODE (5th EDITION) : (Check as appropriate) - Existing Construction ❑ Approximate Age of Building years (if existing) Proposed Construction ❑X PROPOSED USE GROUP (Article 3) : (Check as appropriate) A (Assembly) ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ B (Business) ❑ E (Educational) ❑ F (Factory) ❑ F-1 NJ F-2 ❑ H (High Hazard) ❑ I (Institutional) ❑ I-2 ❑ I-3 ❑ M (Mercantile) ❑ R (Residential) ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 ❑ (1 or 2 Family Dwelling) S (Storage) ❑ U (Utility) ❑ Mixed Use Group ❑ (Specify Uses) Special Use ❑ (Article 6) Describe Briefly the Use of the Building See Attachment 4 description above. (Over page) 143 NO. 3 OPERATIONSBUILDING ADDITION STATE BUILDING CODE APPEALS BOARD CONSTRUCTION TYPE (Article 4) : (Check as appropriate) lA ❑ 1B ❑ 2A ❑ 2B ❑ 2C ❑X 3A ❑ 3B ❑ 4 ❑ SA ❑ 5B ❑ Number of stories above grade I Number of stories below grade I (Include basement or cellar) Total Floor Area (all floors) 14,300 Floor Area per floor 7,900. Automatic Fire Suppression System installed ? Yes ❑ No ❑ Automatic Fire Suppression System proposed ? Yes ® No ❑ Describe Briefly the Construction of the Building: structural steel frame, concrete floors and r0of, masonary walls THIS SECTION TO BE COMPLETED FOR EXISTING BUILDINGS ONLY: Proposed work (Check as appropriate) ; Repair(s) ❑ Alteration(s) ❑ Addition(s) ❑ Will there be a change of Use Group associated with the proposed work ? Yes ❑ No ❑ If yes, Use Group Changed from to Has a building evaluation been performed in accordance with Appendix F, Section F-104? Yes ❑ No ❑ If yes, submit evaluation with appeal documentation. h:\users\bbrs\forms\appcals.app Revised 03/93 3 of 3 N0. 3A ELECTRICAL BUILDING STATE BUILDING CODE APPEALS BOARD DESCRIPTION OF BUILDING OR STRUCTURE RELATIVE TO THE MASSACHUSETTS STATE BUILDING CODE (5th EDITION) : (Check as appropriate) - Existing Construction ❑ Approximate Age of Building years (if existing) Proposed Construction 0 PROPOSED USE GROUP (Article 3) : (Check as appropriate) A (Assembly) ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ B (Business) ❑ E (Educational) ❑ F (Factory) ❑ F-1 ❑ F-2 EX H (High Hazard) ❑ I (Institutional) ❑ I-2 ❑ I-3 ❑ M (Mercantile) ❑ R (Residential) ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 ❑ (1 or 2 Family Dwelling) S (Storage) ❑ U (Utility) ❑ Mixed Use Group ❑ (Specify Uses) Special Use ❑ (Article 6) Describe Briefly the Use of the Building See Attachment 4 description above. (Over page) 2of3 N0. 3A ELECTRICAL BUILDING STATE BUILDING CODE APPEALS BOARD CONSTRUCTION TYPE (Article 4) : (Check as appropriate) lA ❑ 1B ❑ 2A ❑ 2B ❑ 2C n 3A ❑ 3B ❑ 4 ❑ SA ❑ 5B ❑ Number of stories above grade 1 Number of stories below grade 0 (Include basement or cellar) Total Floor Area (all floors) 2,233 Floor Area per floor 2,233 Automatic Fire Suppression System installed ? Yes ❑ No ❑ Automatic Fire Suppression System proposed ? Yes ® No ❑ Describe Briefly the Construction of the Building: Reinforced concrete frame, concrete slab on grade, precast concrete roof, masonary walls THIS SECTION TO BE COMPLETED FOR EXISTING BUILDINGS ONLY: Proposed work (Check as appropriate) ; Repair(s) ❑ Alteration(s) ❑ Addition(s) ❑ Will there be a change of Use Group associated with the proposed work ? Yes ❑ No ❑ If yes, Use Group Changed from to Has a building evaluation been performed in accordance with Appendix F, Section F-104? Yes ❑ No ❑ If yes, submit evaluation with appeal documentation. h:\uscrs\bbrs\forms\appeals.app Rcvis<d 03/93 3 of 3 NO. 5 ADMINISTRATION BUILDING STATE BUILDING CODE APPEALS BOARD DESCRIPTION OF BIIILDING OR STRUCTURE RELATIVE TO THE MASSACHUSETTS STATE BIIILDING CODE (5th EDITION) : (Check as appropriate) Existing Construction ® Approximate Age of Building years (if existing) Proposed Construction ❑ PROPOSED USE GROUP (Article 3) : (Check as appropriate) A (Assembly) ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ B (Business) E (Educational) ❑ F (Factory) ❑ F-1 ❑ F-2 ❑ H (High Hazard) ❑ I (Institutional) ❑ I-2 ❑ I-3 ❑ M (Mercantile) ❑ R (Residential) ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 ❑ (I or 2 Family Dwelling) S (Storage) ❑ U (Utility) ❑ Mixed Use Group ❑ (Specify Uses) Special Use ❑ (Article 6) Describe Briefly the Use of the Building See Attachment 4 description above. (Over pave) 2 uf3 NO. 5 _s. ADMINISTRATION BUILDING STATE BUILDING CODE APPEALS BOARD CONSTRUCTION TYPE (Article 4) : (Check as appropriate) lA ❑ 1B ❑ 2A ❑ 2B ❑ 2C 0 3A ❑ 3B ❑ 4 ❑ SA ❑ 5B ❑ Number of stories above grade 2 Number of stories below grade 0 (Include basement or cellar) Total Floor Area (all floors) 22,000 Floor Area per floor 11,000 Automatic Fire Suppression System installed ? Yes ❑ No Automatic Fire Suppression System proposed ? Yes ® No ❑ Describe Briefly the Construction of the Building: Reinforced concrete frame and floors with precast concrete roof deck masonary exterior walls THIS SECTION TO BE COMPLETED FOR EXISTING BUILDINGS ONLY: Proposed work (Check as appropriate) ; Repair(s) ❑ Alteration(s) ❑X Addition(s) X❑ Will there be a change of Use Group associated with the proposed work ? Yes ❑ No ❑X - - If yes, Use Group Changed from to Has a building evaluation been performed in accordance with Appendix F, Section F-104? Yes M No ❑ If yes, submit evaluation with appeal documentation. Not Applicable to Subject of Appeal h:\uscrs\bbrs\fonm\appcals.app Rcviscd 03/93 3 of 3 NO. 5 MAINTENANCE BUILDING STATE BUILDING CODE APPEALS BOARD DESCRIPTION OF BUILDING OR STRUCTURE RELATIVE TO THE MASSACHUSETTS STATE BUILDING CODE (5th EDITION) : (Check as appropriate) Existing Construction © Approximate Age of Building years (if existing) Proposed Construction ❑ PROPOSED USE GROUP (Article 3) : (Check as appropriate) A (Assembly) ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ B (Business) FLI E (Educational) ❑ F (Factory) ❑ F-1 ❑ F-2 ❑ H (High Hazard) ❑ I (Institutional) ❑ I-2 ❑ I-3 ❑ M (Mercantile) ❑ R (Residential) ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 ❑ (I or 2 Family Dwelling) S (Storage) U (Utility) ❑ Mixed Use Group ® Offices, shops, vehicle storage (Specify Uses) Special Use ❑ (Article 6) Describe Briefly the Use of the Building Personnel locker facilities, offices, storage of equipment, supplies and parts vehicle storage. machine and carpentry chop. See Attachment 4 description ahova. (over Page) z43 N0. 5 _ MAINTENANCE BUILDING STATE BUILDING CODE APPEALS BOARD CONSTRUCTION TYPE (Article 4) : (Check as appropriate) lA . ❑ 1B ❑ 2A ❑ 2B ❑ 2C n 3A ❑ 3B ❑ 4 ❑ 5A ❑ 5B ❑ Number of stories above grade 1 Number of stories below grade 0 (Include basement or cellar) Total Floor Area (all floors) 15,200 Floor Area per floor 12,800 Mezzanine = 2400 Automatic Fire Suppression System installed ? Yes ❑ No Automatic Fire Suppression System proposed ? Yes No ❑ Describe Briefly the Construction of the Building: Reinforced concrete frame with precast and cast in place concrete roof, masonry walls THIS SECTION TO BE COMPLETED FOR EXISTING BUILDINGS ONLY: Proposed work (Check as appropriate) ; Repair(s) ❑ Alteration(s) ® Addition(s) FKI Will there be a change of use Group associated with the proposed work ? Yes ❑ No ❑X If yes, use Group Changed from to Has a building evaluation been performed in accordance with Appendix F, Section F-104? Yes ® No ❑ If yes, submit evaluation with appeal documentation. Not Applicable to Subject of Appeal h:\users\bbrs\forms\nppcals.app Revised 03/43 3 of 1 Ln C; U E E ♦ S C p E i - L x 1 �' Il FACILITY ENTRANCE/EXT -FOR-T-- A VENUE - El I FORT AVENUE /` t vA CEs Oj I � '�• .. � N., I i i.l � FC 01 ;oo°Rt C ! y ' AREA OFF LIMITS 5 IT-- — 11 11 _ �S 5L .inaWWL5TSr11Ia9I9'��E Tppp7 1I TO CONTRACTOR aur 'Br OTHKNS EO � { � 5 ! Y`•Yr �"✓ 'f-.. I ©[p�__� .may, 2"4 ` ,1 ""—±y _J 1 O - �I.,4 { � i ..w.w.n.wse '�" I � ! � I �YL.. "". 't,r Q •' I ♦ ar 4 �.Eto.u.ni ( .. j � E:� J y • f G � mP♦nLxs 1 It ©'i.�.©..mow ©4.7'© } I l� •"EZ ♦• I I noon •© �� ©#�, . � ® I 1' � • /� w-�c_ .,�-�L, -Ekcwwnr '•^' •��• Ecanui } I s I �I1s y,� � ifi(� • ini ____ ______ ___� :�? , •r .r �xr® `�' """'-t�: ��g ..Ernoul�,n.♦RrwE�� I '.S' ,..q I\\ i; � E V E 6'� � u•.®" I � gg s u? � ar '#I"^��ioroE E°"Tfi� wu`fir, II �"' s \ _ � --------- -_J_____ v ° fGi° —___________—__ x 11 O' rel ___ a E E SNER F ICE — v SEE SHEET S WI.Cl A ERS i ----_ _ N0.C-2 _ O TEMPORARY OCCUPANCY AREA SI o O , SITE LOCATION REFERENCE LINE 00 C r COVE SAeITH POOL � o ra ria T OCEANJ i i i \• \ 00 i � PLAN I i PLAN II `\ di= ��:� U-9c, 4 No. � '�/ City of Salem Ward 1/I y' �N.cosnrr� tiv ri �f APPLICATIONa FOR PERMIT TO BUILD ADDITION, MAKE ALTERATIONS OR NEW CONSTRUCTION IMPORTANT•Applicant to complete all items in sections:1, 11, Ill, IV, and IX- I. AT(LOCATION) -90 ��r� A ✓ ip ! ZONIDISTNG CT LOCATION "o.l s REE OF BETWEEN AND I BUILDING CRO SS REET) (CROSS SIREET) LOT SUBDIVISION LOT BLOCK SIZE 11. TYPE AND COST OF BUILDING -All applicants complete Parts A-D A. TYPE OF IMPROVEMENT D. PROPOSED USE-FOR"DEMOLITION'USE MOST RECENT USE 1 JR New building Rea Bengal I Nonresidential 2 ❑ Addition(If residential,enter number of new 12 ❑ One family 18 ❑ Amusement,recreational (rousing units added,H any,in part D,13) 19 ❑ Chruch,other religious 13 ❑ Two or more family-Enter number 3 ❑ Alteration(See 2 above) of units ....................................................... 20 ❑ Industrial 21 ❑ Parking garage 4 ❑ Repair replacement 14 ❑ Transient hotel,motel,or dormitory- 22 Service station,repair garage Enter number of units ........................... ❑ 5 ❑ Wrecking(It multifamily residential,enter number ❑ 23 ❑ Hospital,institutional of units in building in Part D, f 3) 15 Garege 24 ❑ Office,bank,professional 6 ❑ Moving(relocation) 16 ❑ Carport 25 ❑ Public utility 7 ❑ Foundation only 26 ❑ School,library,other educational 17 ❑ Other-Specify 27 ❑ Stores,mercantile B.OWNERSHIP 28 ❑ Tanks,towers 8 ❑ Private(individual,corporation,nonprofit ) L 29 ❑ Other-Specify institution,eta) 9 ❑ Public(Federal,State,or local government C.COST (Omit cents) Nonresidential-Describe in detail proposed use of buildings,e.g.,food processing plant, machine shop,laundry building at hospital,elementary school,secondary school,college, parochial school,parking garage for department store,rental office building,office building ^,- 10. Cost of improvement ......................................................... $ at industrial plant.If use of existing building is being changed,enter proposed use. To be installed but not included in the above cost .. a. Electrical........................................................................... �,��y b.l Plumbing.........................................................................' Lf �[/d4 /!/YO`I �..( D c. Heating,air conditioning............................................. tl. Other(elevator.etc.)..................................................... 11. TOTAL COST OF IMPROVEMENT S 111.. SELECTED CHARACTERISTICL!OF UILD G •For new buildings and additions, complete Parts E-L;demolition, complete only Parts J& M, all otheis skip to IV E. PRINCIPAL TYPE OF FRAME F. PRINCIPAL TYPE OF HEATING FUEL G. TYPE OF SEWAGE DISPOSAL I. TYPE OF MECHANICAL 30 ❑ Masonry(wail bearing) 35 ❑ Gas 40 ❑ Public or private company Will there be central air 31 ❑ Wood frame 36 ❑ Oil 41 ❑ Private(septic tank,etc.) conditioning? 32 ❑ Structural steel 37 ❑ Electricity 44 ❑ Yes 45 ❑ No 33 ❑ Reinforced concrete 38 ❑ Coal H. TYPE OF WATER SUPPLY Will there by an elevator? 34 ❑ Other-Specify 39 ❑ Other-Specify 42 ❑ Public or private company 46 ❑ Yes 47 ❑ No 43 ❑ Private(well,cistern) J.DIMENSIONS M. DEMOLITION OF STRUCTURES: 48. Number of stories ............................................................ 49. total square feetfloor area all floors,baseddon exterior , Has Approval from Historical Commission been received on dimensions ..............-........................................................ for any structure over fifty(50)years? Yes_ No 50. Total land area sq.e..-............................. Dig Safe Number K.NUMBER OF OFF-STREET PARKING SPACES Pest Control: 51. Enclosed ............................................................................. HAVE THE FOLLOWING UTILITIES BEEN DISCONNECTED? 52. Outdoors.. , Yes No L RESIDENTIAL BUILDINGS ONLY Water: 53. Enclosed ..._........................................................................ Electric: Gas: 54. Number of Full........................................... Sewer: bathrooms DOCUMENTATION FOR THE ABOVE MUST BE ATTACHED Partial BEFORE A PERMIT CAN BE ISSUED. IV. COMPLETE THE FOLLOWING: Historic District? Yes_ No (If es,please enclose documentation from Hist. Com.) Conservation Area? Yes_ No (If yes, please enclose Order of Conditions) Has Fire Prevention approved and stamped plans or applications? Yes No_ Is property located in the S.R.A. district? Yes_ No Comply with Zoning? Yes_ No (If no, enclose Board of Appeal decision) Is lot grandfathered? Yes_ No (If yes, submit documentation/if no,submit Board of Appeal decision) If new construction, has the proper Routing Slip been enclosed? Yes_ No Is Architectural Access Board approval required? Yes_ No (If yes, submit documentation) Massachusetts State Contractor License# In Salem License# Home Improvement Contractor# Homeowners Exempt form (if applicable) Yes_ No CONSTRUCTION TO BE COMMENCED WITHIN SIX(6) MONTHS OF ISSUANCE OF BUILDING PERMIT If an extension is necessary,please submit CONSTRUCTION IS TO BE COMPLETED BY: in writing to the Inspector of Buildings. V. IDENTIFICATION - To be completed by all applicants Name Mailing address-Number,street,city,and state ZIP Code Tel.No. Owner or s i70 S,04-etlil\ MA Lessee {'Y11 ��. C,-,p 0 2. Il It g Contractor M �ypBuilder's h S6 14 f'� 0 `IA I Nil') License No. 3. D Architect or AA Engineer I hereby certify that the proposed work is authorized by the owner of record and that I have been authorized by the owner to make this application as uthorized agent and we a tee to conform to all applicable laws of this jurisdiction. Sig ture pylic Addre � Application date T a j DO NOT WRITE BELOW THIS LINE VI. VALIDATION Building FOR DEPARTMENT USE ONLY Permit number Building Use Group Permit issued QO2 /� 19 Fire Grading Building Permit Fee $ y �; y l �. -1 89. Dori:a �� Live Loading �LpxQ.Q� Certificate of Occupancy $ ��d cupancy LoadApproved by: Drain Tile $ Plan Review Fee $ ( 4l 5 1 TITLE NOTES AND Data• (For department use) lz1 C� I E APP MUS. L Z(o0 2 V O ` HOLD OW E DA I C-� G 5� E.S,'D. l�l9A~s wa TSCA iM Eul' :ate � PERMIT TO BE MAILED TO: G,Ur DATE MAILED: Construction to be started by: Completed by: VI ZONING PLAN EXAMINERS NOTES DISTRICT USE FRONT YARD SIDE YARD SIDE YARD REAR YARD NOTES ` SITE OR PLOT PLAN -For Applicant Use O N SOUTH ESSEX SEWERAGE DISTRICT 513i110 �- 50 FORT AVENUE 001027 SALEM, MASSACHUSETTS 01970 Fleet Bank CHECK NUMBER DAfE 1 001027 10-19-95 S \ VOID OVER $89,002.29 SB9, - 1 voIDAFTER m DAYS THE5UMOF D84,002doiS28C4S PAY THISAMUUNT Pao City of Salem THE SOUTtI ESSEX SEWERAGE 1) STRICT of- CAPITAL PROJECTS FINDS or ' Memo: Balance Building/Electrical Permit Fees AU fH RIZEDSIGNATUI E Contract 93-1 11'0000 10 2 711' 1:0ii000i38I:93726311183S611' I ,9 � 46 SERAFINI, SERAFINI AND DARLING ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 JOHN R. SERAFINI, SR. TELEPHONE JOHN R. SERAFINI.JR. 508-744-0212 JOHN E. DARLING 617581-2743 ELLEN M.WINKLER TELECOPIER JOSEPH C. CORRENTI 508-74I-4663 December 2 , 1994 BY HAND DELIVERY Leo E. Tremblay Inspector of Buildings City of Salem One Salem Green Salem, Massachusetts 01970 RE: South Essex Sewerage District Contract 93-1, Wastewater Treatment Plant Upgrade Dear Mr. Tremblay: As indicated in my letter to you of November 16, 1994 , the South Essex Sewerage Board has approved the payment of the building permit fee in the amount of $468 , 414 . 00 and I enclose their check payable to the City in that amount. Sincerely, v JED: jaf Enclosure Mr Dean KcIIiha MORTENSONIWESTCOTT A JOINT VENTURE P.O.Box 4547 Salem,MA 01970 FAX:(508)740-2398 TEL- (508)740-2898 RB: Request for ConWo Do=nCtts for flea SOUilk EsICx Sewage DisInd Waste Waw Trot PlantUpgosic 142-38/1 SECTION 01060 PERMITS AND REGULATORY REQUIREMENNTS PART 1: GENERAL 1.01 SCOPE OF WORK A The Contractor shall be required to obtain all necessary permits for proper execution of certain phases of the project except those permits listed in paragraph 1.01 C. The Contractor shall fill out all forms and furnish all drawings required to obtain the permits. A copy of the approved permit shall be submitted to the Engineer. All fees associated with these permits shall be paid by the Contractor as part of the project. Work shall not commence on any phase of the work requiring a permit until the -permit is obtained. B The Contractor shall abide by any permit requirements imposed in the Salem Conservation Commission's Order of Conditions appended. C The Owner shall be responsible for identifying, obtaining, and paying for the following federal, state, and local permits: 1. Building construction permits 2. t] ! ALM Irl D The Contractor shall be required .to complete the building permit application for the Owner to submit to the City of Salem. The Contractor shall be required to cooperate with the City and Owner in obtaining such permit, including providing any requested documentation or information which the City may deem necessary in order to complete the application. The Contractor shall provide the Owner with Bid Price Breakdowns as needed to establish the fee for the building permit. The building permit fee will be paid by the Owner directly to the City of Salem. END OF SECTION 01060-1 DEC- 2-94 FRI 12:43 PM MORTENSON/WESTCOTT FAX NO. 5087402398 P. 1 MORTENSON / WESTCOTT A Joint Venture General Contractors Fax Cover Sheet To: ( From: '/ Name: Dµ� Fb4M .[C75 Name: 77�w Et u_HIM& Company: ?>%-P[s Imsme ce. Date: ZI9� Fax#: 744 5916 #of pages: S including Cover Subject.• Message, Shipping: 50 Fort Avenue(Rear)•Construction Staging Area•Salem, Massachusetts 01970 Mailing: P.O.Box 4547•Salem,Massachusetts 01970 Telephone(508)740.2898•Fax(508)740-2398 l DEC- 2-94 FP,1 12:43 PM MORTENSON/WESTCOTT FAX N0, 5087402398 P, 2 12/62/94 10:01 n R muRTEMSCH Co. + 508e402399 MJ.b77 rnaeim� `� � . . . ...... .... .. Asew. EVK)ENM (n' PROPEfit��per1 IMUR Y7M, ... cin pi.umnh THIS IS EVIDENCE TMAT INSURANCE AS IDENTIFIED BELOW MAS SEEN ISSUED,IS IN FORCE,AND CONVEYS ALL THE RIGHTS AND PRIVILEGES AFFOROBO UNDER THE POLICY. �AfRA111DIRR • ALRIAMDER 115C. � INSUBANCS COMPANY OF ROM AM8R1CA Hirth Park Center $25 N. Monroe Street, Suite 1400 F.O. Box 3360 Chicago, IL 60606 Minneapolis, Mn $5440 cmc wearoes N.A. NORTERSON COMPABIY iur,«�wt i C'tt}'1042SB44A All Subcontractors and Bub-Subeontraetore :�SFAM-aw,iaawoc+v, ,e�-ans-;o, 'i06"j. " " COW.YWi' 700 Meadow Lane worth �7«96 7CR.M o Minneapolis, MM 5642$ „rwtlaiaeu*ea:Mawwoii�' _.:..... moreRTr esroRNAwer .. �.._. 1." . orl'eaaoh Co. Job 8. 24M project: South Hina per Treatment not upgrade Salem, M OpYtRA�INFORMATION 4...._...:2 1... ..... . Builders Risk - All Risk i104,S72,132 #101000 completed Value Fora Is rp TME POUCY 15 SUBJECT TO THE PREMIUMS.FORMS,AND RULES IN EFFECT FOR EACH POLICY PERIOD,SMOULO THE POLICY SE TERMINATED,THE COMPANY WILL OW THE AODITIONAL INTEREST IDENTIFIED BELOW J0 days WRITTEN NOTICE,AND WILL SEND NOTIFICATION Of ANY CHANGES TO TME POLICY THAT WOULD AFFECT THAT INTEREST,IN ACCORDANCE WITH THE POLICY PROVISIONS OR AS PEOLMS90 BYLAW. ABO OVAL INTOW UJMM No A00� ... Mrdn01tl116UAT $04h Essen Salnra®a District x wam+A nw�o SD Port Avalm Sal eel, MA 011970 Am m.0 m mlt w AOORO>hSBRI.DA - . I I oACOR1IOAIIPONAN TIONIW DEC- 2-94 FRI 12 44 PM MORTENSON/WESTCOTT FAX N0, 5087402398 P, 3 12/"02/94 10:01 M A MORTENSON CO. + za7vane»e --- --- �B$UE DATs IMM�ON'�1 v� rwm cue"mrcre n As ArA o�aRe*MA►roN pmr,wo ear�ae pn�p p1 nE ra ai w Ai�wro�o r na rovwrtt moW..AMeNo. wifth ft* cacm COMPANIES AFFDADING COMAQE RA. I= 13 0 Hboo woust 101 55440 u* • St. IVA Wrwxy amUNND r D St. 1Ind Rae A Marina us ca. A m1M ';'r G AEiIiM CaMnl 700.1Aww UPS loath lESErlrpoilsP M3 SS4Z� pQid„a,""`' O rwsmcPArrr rPAr Pause Elf �srmrEE:owNAvrrtsl AEalEaroMArsu�FYNln AMM PON rrR PpFlCr RiAmYPSICA7Ep. W= r',iON' "r ®r A""ro„ P N°' o�F ro aw rCocuma*Mo WMAants W VAN PCHCM. VSMM rms CF INBUiM M PQlnr mumeg 1 MAP 61R EMWmnrl tN00.IE'M 4MlrR M tNO Mcape0111PA•! UPGRLL 1MNOJrr 900.r f a FROONSVPut Pm t 3.1-44 3.145 ^ a a 'i°aawaE wan 000MMMUMPLM QPVWQ s CONNUM Woo =21000 829M mm"4 ,mw*um 11 WCFD F90 PWMrr bNM "Mm%AM F7R8oN.L PwNr .A AYI�OMO�RCIP LMMIXFr !AtpB�OQ,9f 3"1.94 "r1-95 PH�NNNm $ MKI ALL QW9 AM OW.Mai AU 04M AUTM(ow)"m4aw"m AM Fw am"n S �coanoE r awe uanm a 1.0m MWMLASA� WHOM 3-1-0 1•. rage s OPLIN61M 3.1x94 S�1A'3 P�Oneo >RSs000 $SA000 00 WN OwNQU AM j NplNgp'000ru Tam nANOT Ma A%Mi11k16101SSA and S-�4 5►1-95 a�FmcFNn H EMPLOTEW LAway iiWWWAU —Q4 of $ �6EO1E7Ular WNn 1@bE.1EdACNEPRCFEE! �N OPIMrmN9l rmN8ME1NC w N'2M8 Sb ak e'' P � 1 snaNn Alla p rFn MOUE Orr>Nw�POLICIEP Pe _�v olN.r EMn rxamoP, hR aslNNo CgMPAXr wn.� mamck District - Di>r7oEmomp ---- A i DEG- 2-94 FRI 12 45 PM MORTENSON/WESTCOTT FAX NO. 5087402398 P. 4 12/92/94 10:02 M R PIORTENSW CO. s 5887402398 NO.655 P004/6a5 In 'INSURANCE COMPANY OF NORIM AMERICA LI I"$-ire Ce p pow rhe steckewrm y aefq"aree arm aM f-'"Mhe.COW in.eonve-M COMM sEnrrt;E OFFICE I•'J laet'1CY NUMaIx.e !INSTALLATION FLOATER POLICY 12. 55 1 9 Aieltsflder 6 Alexander, Inc. P.Q. not 1960 wineeeapolis RR 55410 r110rtena04/Ngtcott♦ A Joint YentalC INsuREO All sebeonttCsstors 6 sub-aubeealrsatell A00RESS700 14011116011111 1,640 North CTF 1o625e11A INL4nespol is Ra 55422 Amount of lneuranne S ....1.04 472,1 32 Premium$ 175,Q1:g000 0 . .,. Policy Perrod From ogwft-04 of 12:01 AM to 04-26-97 or 12:01 A.M.,Standard Torro Loss,if any Payable to: l469ttrd Or OrOtr at tocanon of 1cbaite Insuanceiftist,drfffidseo w111624 olaiieetir -ft FORM In cortSidargtion of fprem um and poke conga ris the Company insures the Named insured for an amount not exc- eedmg S. a y.S(r.r,j32 part of S 01,512,332 being ... . .. 1.Q0 %interest on property mcludrrg foundations,additions.attachments and permanent fixtures belonging to and constnutmg a part of said proper- ty hereinafter referred to as the VOWY:desenbed and located as 1011000e. Project: Sorts sows waatwrter Treateewt Plant Op99960 sloe, RA HARfa 946001 OaducOWe Clwse:Each Clam"for pnysrCat loss or dam I$epamteW r unit shelf be adjusted separately and from iv the amount df each*dIvotment darn there MnN be deducted a star o1 S !. . ....... .unless olfrerwrse 30ecrfred below. Special Oefiuetibless 62S#000 710" 62$.000 flarlhQneke Unlftsof Usbolty:The Company shall not be liable for more than the actual cash value of the prom ty damaged or destroyed.and not to emceed the limits)of liability shown below applicable to the perils)specified in the policy,nor the , amount of insu r � 1u ance speufiedd above,whichever is smaller. a 101.5 !131 6ILITY Type all c0t+errges All wtak Countersigned At pate Elufrroraed Agent Forms and endorsements attached hereto effectroe from thio 03193pacifrad above' Collie qpjfpIII&A� Q9 99 VWaA23 P:d .U 5 A 0A2. DEQ- 2-94 FRI 12 45 PM MORTENSON/WESTCOTT FAX NO. 5087402398 P. 5 12/02/94 16:03 M A MORTENSON CO. i 5087a0239B NO.855 PM5/0= i I POLICY NUNN= : 01100MM& i Un&dyWg.Derlar um to mmw Poffcy Number CTFMMW. Speed& Tcn and CoodltiaM Appbiug Herata are 1. ADDITWNAL INSUREDi's : Somh Sauey Sg"p Dbb t 50 Fort Aveim Salm MA 01979 3. LOBS PAYEES : 7. EXTEMMON9 OF COVERAGE A. _TESTING COLD_ HOT_N MONTHS B. DELAY IN OPENING RENTAL INCOME $ GROSS EARMNGS $ SOFT COSTS $ INTERIM INTEREST 5 OTHER(LIST) NAMED INSURED s ADDRESS s PERIOD OF WDENOM ANTICIPATED DATE OF COMPLETION 4. RATES AND PREMIUMS TERM RATE TERM PREMIUM BUILDERS RISK 0.64 _ (rm$Ile ) S 175,815 TESTING INCLUDED 5 INCLUDED COASTAL WWDSTORM N/A NIA EARTHQUAKE MCLUMED s INCLUDED FLOOD INCLUDED $ INCLUDED DELAY IN OPENING N/A N/A TOTAL s „17SAIS_ S. All oder sesssss end coaditkm Of she Messer Policy wiH amply lm"mder. No , a� 7 City of Salem Ward � � d 4c1mc�' APPLICATION FOR PERMIT TO BUILD ADDITION, MAKE ALTERATIONS OR NEW CONSTRUCTION IMPORTANT-Applicant to•cX. complete all Nems in sections:1, ll, Ill, IV, and I I. AT(LOCATION) Std FOR-F AVE-- ZONING DISTRICT LOCATION (NO.) (STREET) OF BETWEEN AND C BUILDING DROSS STREET) CROSS STREET) LOT SUBDIVISION LOTBLOCK SIZE 11. TYPE AND COST OF BUILDING -All applicants complete Parts A -D A. TYPE OF IMPROVEMENT D. PROPOSED USE-FOR"DEMOLITION'USE MOST RECENT USE I ❑ New building Residential Nonresidential 2 ❑ Addition(if residential,enter number of new 12 ❑ One family 18 ❑ Amusement recreational housing units added,it any,in part D,13) 19 ❑ Chruch,other religious 13 C] Two or more family-Enter number 3 ❑ Aiteraton(See 2 above) of units......................_............................... 20 ❑ Industrial 21 ❑ Parking garage E 4 Repair reptam ceent 14 ❑ Transient hotel,motel,or dormitory- 22 ❑ Service station,repair garage Enterter number of units ........................... 5 ❑ Wrecking(K multifamily residential,anter number 23 ❑ Hospital,institutional of units in building in Part D.13) 15 ❑ Garage 24 ❑ office,bank,professional 6 ❑ Moving(relocation) 16 ❑ Carport 25 ❑ Public utility 7 ❑ Foundation only 26 ❑ School,library,other educational 17 ❑ Other-Specify 27 ❑ Stores.mercantile B.OWNERSHIP 28 ❑ Tanks,towers 8 ❑ Private(individual,corporation,nonprofit 29 Other Specify institution,etc.) 9 X Public(Federal,Sate,or local government _72TAr C.COST (Omit cents) Nonresidential-Descnbe in detail proposed use of buildings,e.g.,food processing plant, machine shop,laundry building at hospital,elementary School,secondary school,college, parochial school,parking garage for department store.renal office building,office building 10. Cost of improvement ......................................................... $ 3�'/.3/ 'y80 at industrial plant.If use of existing building is being changed,enter proposed use. To be installed but not included in the above cost aElectrical.......................................................................... b. Plumbing.......................................................................... C �0.rr�1 PIS c. Heating,air conditioning...........................-................ y?q�� JCuw A.K� Sl�d9e �IecXoT a. Other(elevator.etc.)..................................................... 7T: 11. TOTAL COST OF IMPROVEMENT $ 3Y31 N8U A..( Yr/rSc-' . F��rrc� a..�✓ 0'T r�r-!e LJer-� III. SELECTED CHARACTERISTICS OF BUILDING -For new buildings and additions, complete Parts E-L;demolition, complete only Parts J&M, all others skip to IV E. PRINCIPAL TYPE OF FRAME F. PRINCIPAL TYPE OF HEATING FUEL G. TYPE OF SEWAGE DISPOSAL 1. TYPE OF MECHANICAL 30 ❑ Masonry(wall bearing) 35 ❑ Gas 40 ❑ Public or private company Will there be central air 31 ❑ Wood frame 36 ❑ Oil 41 ❑ Private(Septic tank,etc.) conditioning? 32 ❑ Structural steel 37 ❑ Electricity 44 ❑ Yes 45 ❑ No 33 ❑ Reinforced concrete 38 ❑ Coal H. TYPE OF WATER SUPPLY Will there by an elevator? 34 ❑ Other-Specify 39 ❑ Other-Specify 42 ❑ Public or privatecompany 46 ❑ Yes 47 ❑ No 43 ❑ Private(well,cistem) J.DIMENSIONS M. DEMOLITION OF STRUCTURES: 48. Number of stones .............�-1..,h....�........_....... 49. Total square feet of floor area. pp r all floors,based on exterior Has Approval from Historical Commission been received dimensions ..................................................................._.. for any structure over fifty(50)years? Yes_ No_ 5o. Total land area,sq.fl._......................_.............._....... Dig Safe Number K.NUMBER OF OFF-STREET PARKING SPACES Pest Control: 51. Enclosed........................... ...._............................_. HAVE THE FOLLOWING UTILITIES BEEN DISCONNECTED? 52. Outdoors.._............ ........./�..._............................... Yes No L RESIDENTIAL BUILDIN&ONLY Water: 53. Enclosed............................_............_.................._....... Electric: Gas: 54. Number of Full.......................................... Sewer: bathrooms DOCUMENTATION FOR THE ABOVE MUST BE ATTACHED Farm)--------------- BEFORE A PERMIT CAN BE ISSUED. IV. COMPLETE THE FOLLOWING: Historic District? Yes_ NoX (If yes, please enclose documentation from Hist Com.) Conservation Area? Yes_ No- (If yes,please enclose Order of Conditions) Has Fire Prevention approved and stamped plans or applications? Yes_ No-9- Is omIs property located in the S.R.A. district? Yes_ No c— Comply with Zoning? Yes_ No_ (If no,enclose Board of Appeal decision) Is lot grandfathered? Yes_ No Ll (If yes,submit documentation/if no,submit Board of Appeal decision) If new construction,has the proper Routing Slip been enclosed? Yes_ No� Is Architectural Access Board approval required? Yes_ NoX (If yes,submit documentation) Massachusetts State Contractor License# Salem License # Home Improvement Contractor# Homeowners Exempt form(if applicable) Yes_ No_ ' CONSTRUCTION TO BE COMMENCED WITHIN SIX(6)MONTHS OF ISSUANCE OF BUILDING PERMIT If an extension is necessary,please submit CONSTRUCTION IS TO BE COMPLETED BY: /99s in writing to the Inspector of Buildings. V. IDENTIFICATION • To be completed by all applicants Nacre Mailing address-Number,street,city,and state ZIP Code Tel.No. 1. S.>r,S �. 30 f=or �c • slaw a55 . 019'70 7ely_y- Owner or Lessee 2. -8,e4,--77-/4 (3 a•x -6 Cao s(n dam– t o Z 13 1 6 iq–q7<o ContactorN U CJ -7t( — Z Builds I �•�- ��/� cense No. Arcimector n.IC 1YV. r SZ9 LLfM al.ib . /65 WK {'��A•CS ZUL"�M�09 Engineer 0 1 Z9 I hereby certify that the proposed work is authorized by the owner of record and that I have been authorized by the owner to make this application as his authorized a ent and we agree to conform to all a livable laws of this jurisdiction. Signature of applicant — Address Application d to DO NOT WRITE BELOW THIS LINE VI. VALIDATION Building FOR DEPARTMENT USE ONLY Permit number Building C Use Group Permit issued �/Y�0 1 v t g Y Fire Grading Building Permit Fee $ � t'`) Live Loading Certificate of Occupancy $ Approved by: occupancy Load Drain Tile $ eoT Plan Review Fee $ NOTES AND Data•(For department use) n PERMIT TO BE MAILED TO: DATE MAILED: Construction to be started by: Completed by: �� VI ZONING PLAN EXAMINERS NOTES DISTRICT USE FRONT YARD SIDE YARD SIDE YARD REAR YARD NOTES SITE OR PLOT PLAN •For Applicant Use O N COMMONWEALTH OF MASSACHUSETTS OF I1-TDUSTRLLL ACCIDEr`ITS _ 600 WASHINGTON STREET BOSTON. MASSACHUSETTS 02111 amts ancce WOItI{ERS' COMTENSATION INSURANCEAFFIDAVIT e. Barletta En i (hccnsccr ocrmtneu •NI[n d DrIn CIodi DI3Ce of buslnessiresidencc at: 10 Whipple Avenue. ,P.O. Bx Roslindal 02131- (Ciryismtef7.ip) oo hereby ccr[tty, under the pains and penaities of penury, that: I am an emoiovcr providing the following workers compensation coverage fmy empiovecs working on [ or No . 1513-00-080140 Wausau Insurance Companies Policy Number Insurance I-omoanv t am a soic pro rictor and have no one working for me. [ ] I am a sole proprietor, general contactor or homeowner (circle one) and have hired the contractors listed wno have the following workers comvensation insurance poli Wausau Insurance Companies Policy No. i-)l3-00-0811:4! Barletta Engineering Corporation InsuranceCompany/Policy NuOmba Namc of Contractor ------------ Insurance ComvanviPolicy Numocr `+amc of Contractor Insurance CompanviPolicy Numocr Namc of Contractor ;] I am a homeowner performing all the work myself. .`JOTS: Please be aware teat 152.sect. 1 wbiie bomeownen wbo emviov persons to do masnteaantz.construeuoo or repair soot a iicauoo by a eomcowoer nor' saw<iline of not more than three amu m which the homeowner=an rota"or on we grounds appurtenant thereto are no cone icive to be cmvioven under the Workers' Compemauon Aa(GL C. (5)1. PP or perms may evtdenee the Icgal soros of an empiover under the Workers Compensation Act. unoerstana tint capY of this statement will be forwarded to the Dcvarrsnent or Indusmai Acadena� Office of inmot. m for s 47ork Or lenncuion ono thu usiure to secure coveraee u reautred under Section 25A of MGL 15'- can scan to tic tmof I Sto of ork Or onnsone of a fine,of uv to 5150o.o0 tndior tmortsonment of up to one Year ana dvu oensau to me torr^of a Stop Inc of S 100.00 s aav a¢uns[me. 18th davof October 19 93 =iencd this Barletta Engineering Corporation —• lieensori Permtaor icenscet Pctmtttcc 10/22/1993 11: 27 6172543069 NASD INC PAGE 01 y north P.O. BOX 326 annerican 218 LINCOLN ST.. site developers ALLSTON. MA. 02104 A �D� inc. (617) 254.3140 �•/ FAX: (617) 254-3069 J7�MOLSTZON FAc?iTs rJ r� cover sheet Dater G To: From: Reference, Fax# ��I ; Pages "T COL%21 ENTS: HOCc a75Fi:dC �'Cs ?'%2 C9L5, itG. SS d xu—En 3Cillds$ 3➢L2 ri:sc dC� do ?C➢d; CICCO:L1'u:':7 17[7�Gle_, li 7C: hn- dai CTOLic73 r-C31' i .� :i:'.E]]is iJ Pl� sd C311 TEL No . Jun 8 ,94 13 :07 No .004 P .02 F. V4 in amrdanm with 11110 ptovisiolts Of MGL c 40. S 54, a eOeditioa of Buildleg Pcrtntt Number is that the Own resulting from this work shall be disposed ci in a pMOMW licensed Wild waste dt/posal facWIY as dermed by MGL c 111, S 13PA TM debris*11 be disposed of in. - Qen� Sfr daiV9 U011 of P'adpry) Arta / Sigaatdre of Permit npplttant � Dale TELNo . Jun 8 .94 13 :07 No .004 P .03 In acmrdams with the provision of MOL c 40. S $4, a randitioa of Building Petflttt Number is that the cons ressditng from this vmrk shall be disposes of is a propcm hcemad solid waste disposal faoiiity as defined by MGL a 111.S i5t)A The deft will be dUpcsed of in. 'i1�l�J�lrU��$�',I•,�Ik,PARee�t� • u (Coonanof FacLucy) 56119 Vill r Signawre of PeMUt Appjj=j Date COMMONWEALTH DEPARTMENT OF PUBLIC SAFETY OF 1010 COMMONWEALTH AVE, MASSACHUSETTS(; y d'7rf'� BOSTON,MASS.02215 ` EXPIRATION DATE "�1ry4� 9 CONSTR. SUPERVISOR 06/30/1991 RESTRICTIONS 6 EFFECTIVE DATE LIC-NO. NONE = 06/30/1989 002254 ^ WILLIADR M F KEARNS 41 9LACKSS q 021-28-8401 MEDFIELDSMATHI 02052 PHOTO SI-A$TING Ow ONLY, FEE: 100.00 HEIGHT: NOT VALID UNTIL SIGNED DY LICENSEE AND OFFICJA LV STAMPED Oq SIGNATURE Di THF CDMMI$$IONEq DOB: THIS 0 1934 �? iN15 DOCUMENT MVSi BL CARRIED ON THE PERSOH OF N AE OF LICENSEE OTHERS RIGHT THUMB PgINi HEN ENGAG EOE IN HOLDERTIS W OCCUPATIiON. ✓ � COMMISSIONER 90RM-9-A7.A142R COMMONWEALTH OF MASSACHUSETTS EGISTcnc caQ ENGINEER AND PROFESSIONAL LAND SURVEYO S ISSUES THIS LICENSE TO ILLIAM F KEARNS ----- 1 BLACKSMITH OR MASSACHUSETTS , EDFIELD MA 02052-1101 �N 11 1 �; 2128861 . -05-90;.1 N ,nNII EG, PROFESSIONAL ENGINEtJt;>,"-'1�., 1 »MR®a 6 9 06 0 90 ' C) 'REARM ------------- --- --- -- ----- -------------- COMMONWEALTH OF MASSACHUSETTS — EGISTCRFRIURFEW ENGINEER ND PRUFESSIONAL LAND SURVEYOR ISSUES THIS LICENSE TO - ILLIAM F KEARNS L BLACKSMITH DR P h A EDFIELD NA 02052-1101 S A REGISTERED LAND SUT ILEI(qj�- I 16669 06 30 '90 r O ; F L F SERAFINI, SERAFINI AND DARLING ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 JOHN R. SERAFINI. SR. TELEPHONE JOHN R. SERAFINI.JR. 508-744-0212 JOHN E. DARLING 617561.2743 ELLEN M.WINKLER TELECOPIER JOSEPH C. CORRENTI 506-741-4663 February 9, 1995 Leo E. Tremblay Inspector of Buildings City of Salem One Salem Green Salem, Massachusetts 01970 RE: South Essex Sewerage District Contract 93-1, Wastewater Treatment Plant Upgrade Dear Mr. Tremblay: I am writing in reply to your letter of November 18, 1994 and our subsequent conversations on the subject of the calculation of the building permit fee for the above project. In your letter you have indicated that you do not agree with the District's proposed calculation of the fee and have suggested additional parts of the project which should be included in the calculation. Pending resolution of this issue, the District made a good faith payment of the fee to the City on December 2, 1994 in the amount of $468, 414 .00. The District's engineers are currently awaiting a more detailed schedule of values for the project being developed by the general contractor as part of his contractual responsibilities. I had hoped to have that schedule some time ago for purposes of this reply and I expect that it will better illustrate the District's position. However, in the interim I have addressed generally below the eight categories of items listed in your letter: Item 1 (Roadways, etc. ) and Item 2 (Specialty Paving) should not be included in the fee calculation because roadways are not subject to the building code. Leo E. Tremblay February 9, 1995 Page 2 Item 3 (Total yard piping) and Item 8 (Mechanical Equipment) pertain to capital equipment for the sewage treatment process, as opposed to equipment for building systems such as building heat, ventilation or plumbing. Capital equipment is not subject to building permit fees, although the buildings which enclose the capital equipment or structures which support it are so subject. Item 5 (Landscaping) is not subject to the building code. Item 7 (Signage) pertains to signs included under Section 10400 of the contract specifications. These are building identification, room identification, site traffic signs, etc. which are not subject to the code pursuant to Code Section 2902 (Exemptions) . Item 4 (Chain link fence) is subject to the Code as a "structure. " Item 6 (Flagpole) is subject to the Code as a "structure. " The above is consistent with the Code and decisions of the state Building Code Appeals Board. I expect to receive the contractor's detailed breakdown of the work shortly and will be in contact with you at that time so that we may discuss a resolution of this matter. Sincerely, Na y/ J0 ing JED:jaf rrnn ��.J i C 1` .I "4 U P SERAFIN I, SERAF'INI AND DARLING `(u ATTORNEYS AT LAW 63 FEDERAL STREET SALEM. MASSACHUSETTS 01970 JOHN R. SERAFINI. SR. TELEPHONE JOHN R. SERAFINI,JR. 506-744-0212 JOHN E. DARLING 617-561.2743 ELLEN M. WINKLER TELECO PIER JOSEPH C. CORRENTI 506-741-4663 May 25, 1995 BY 'HAND DELI?ERY Leo E. Tremblay Inspector of Buildings City of Salem One Salem Green Salem, Massachusetts 01970 RE: South Essex Sewerage District Contract 93-1, Wastewater Treatment Plant Upgrade Dear Mr. Tremblay: I have your letter of May 24; 1995 concerning the continuing matter of the disagreement between the City of Salem and the South Essex Sewerage District as to the appropriate permit fee for the above project. Let me assure you that the District is not ignoring your previous letter of April 24, 1995. We were awaiting the letter from the City Solicitor which you referred to in that letter. The April 24 letter indicated that an opinion from the City Solicitor would be forthcoming which would support your latest decision in this matter. I spoke with the City Solicitor following receipt of your letter of April 24 to determine when that opinion would be issued. At that time I informed him that the District intended to file an appeal of your decision, but that the District was still seeking an amicable resolution of this matter. I repeated the District's offer, as stated in my letter to you of April 5, 1995, to have its engineers meet with you to discuss their analysis of those parts of the project which are not covered by the building code. The City Solicitor indicated that he would be speaking to you about the appeal and the District's offer. Leo E. Tremblay May 25, 1995 Page 2 For the record, then, this letter will serve as written notice to the City, as previously conveyed to your counsel, that the South Essex Sewerage District intends to file an appeal of the decision contained in your letter of April 24, 1995 and the other letters referred to therein. The appeal will be filed with the State Board of Building Regulations and Standards. The District previously paid to the City the sum of $468,414 .00 in permit fees pending a resolution of this matter. When the appeal has been finally decided, any additional fees found to be due will be paid together with interest from the time of the application. In the meantime, the District restates its offer to meet with you in an attempt to arrive at an amicable resolution. Sincerely, � �John E. arling JED: jaf cc: Robert A. Ledoux, Esq. Charles F. Quigley Arthur A. Knight, Jr. Raymond D. Masak William Mackey James Maher D (94 ofPublic Vroprrtg Department iguilbing Department (One 0,ulem (5reen 50&745-9545 lttxt. 3 d0 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer April 24, 1995 Serafini, Serafini, & Darling Attorneys at Law 63 Federal Street Salem, Mass. 01970 RE: SESD Building Permit Fees Contract 93-1. Dear Mr. Darling: After receiving your last correspondence concerning permit fees at the above mentioned project, I had the City of Salem Solicitor, Attorney Robert LeDoux and the Director of Public Services, Charles F. Quigley review all documents concerning said fees. You have received a letter from Charles F. Quigley explaining his view on this matter, and you will also receive a letter from Mr. Robert LeDoux agreeing with my findings. My findings are according to State Building Code Section 115.0 Fees, which reads; A permit shall not be issued to begin work for new construction,alteration, removal, demolition or other building operation until the fees prescribed by Municipal Ordinance or bylaw shall have been paid to the City or Town Collector or other municipal agency authorized to collect fees. The City of Salem Code Ordinance section 7-2(A) , paragraph 2 and 3, states the following: The exact fee shall consist of five dollars ($5.00) application fee plus six dollars ($6.00) per one thousand dollars ($1,000.00) of fraction thereof the estimated construction cost. Also concerning permit fees section 11-54 general permit fees of the City of Salem Code Ordinance states; Ten dollars ($10.00) minimum fee for any electrical work performed in all types of property, two dollars ($2.00) per thousand on building permit valuation, renovations and new work. Searfini„Serafini and Darling Attorneys at Law 63 Federal Street Salem, NJass. 01970 page two Therefore the contract issued to hiortenson & Weltcott Construction firm for the sum of One hundred and four million dollars ($104,000,000.00) the permit fee at six dollars ($6.00) per thousand, ($1,000.00) of the construction cost totals to six hundred, twenty four thousand and five dollars (5624,005.00) of which $468,414.00 has already been paid leaving a balance of $155,591.00. Plumbing fees will also be collected per City of Salem Ordinance section ?-', paragraph (B) . Hopefully, this will put an end to our long awaited negotiating of permit fees. If I can be of any further help in this matter, please do not hesitate to call. Sincerely, Leo E. Tremblay Inspector of Buil ngs LET: scm cc: David Shea Paul Dooley Robert LeDoux Charles Quigley Paul Tuttle Councillor Ahmed, Ward 1 of *tt1Eut, :fflttsaar4usPtta 4. 'o tlublic Propertg Department ^ � Nuilbing Department (One Salem (6reen 508-745-9595 Ext. 380 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer May 24, 1995 Serafini, Serfini & Darling Attorneys at Law 63 Federal Street Salem, Mass. 01970 RE: SESE Building Permit Fees Contract 93-1 Dear Attorney Darling: This office has been more than patient in the matter of addressing permit fees at the ongoing project at 50 Fort Avenue, Contract # 93-1. It seems to this Department Head that it has been a one sided process and that this office keeps being ignored, overlooked and unanswered too. I have not seen any response from my latest correspondence sent to you and S.E.S.D. concerning the unpaid balance on permit fees on Contract li 93-1. This department has been more than patient in this matter, but it seems- the time has come for us to attain our proper permit fees within fifteen (15) days or/a stop work order wi-11 be placed at the job site. Sincerely, Leo E. Tremblay Inspector of Buildings LET: scm cc: have Shea Paul Dooley Robert LeDoux Charles Quigley Paul Tuttle Councillor Ahmed, Ward 1 Titu of #a1cm, ,Mttssttr4usetts Public Propertp UepWment Nuilbing (Department (Pne #nlem (5reen 500-745-9595 Lxt. 300 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer May 24, 1995 Serafini, Serfini & Darling Attorneys at Law 63 Federal Street Salem, Mass. 01970 RE: SESE Building Permit Fees Contract 93-1 Dear Attorney Darling: This office has been more than patient in the matter of addressing permit fees at the ongoing project at 50 Fort Avenue, Contract ;; 93-1. It seems to this Department Head that it has been a one sided process and that this office keeps being ignored, overlooked and unanswered too. I have not seen any response from my latest correspondence sent to you and S.E.S.D. concerning the unpaid balance on permit fees on Contract # 93-1. This department has been more than patient in this matter, but it seems the time has come for us to attain our proper permit fees within fifteen (15) days or I will anetiate sanction. Sincerely, 1 ,G� Z i fes, Leo E. Tremblay Inspector of Buil gs LET: scm cc: Dave Shea Paul Dooley Robert LeDoux Charles Quigley Paul Tuttle Councillor Ahmed, Ward 1 BUiLDING DEPT. �A Page 1 of 3 FEBz 1148 AM °sa WEEKLY CONSTRUCTION PROGRE� MM PRT CITY OF SALEM,MASS. Project Title: Wastewater Treatment Plant Upgrade Contract No: 93-1 Owner: SESD State Project No. BME-20-843-02 Location: 50 Fort Ave Salem bAA Contractor: Mortenson/Westcott a Joint Venture Work Period: From: January 23, 1995 To: January 27. 1995 ._ Date of Report: January 30 1995 Work Completed Contract Time Amount of Contract $104,572.132.00 Time of Contract 953 days Change Orders Extensions - Total Contract Amount $104.572.132.00 Total Contract Time 953 days Payment to Date $5.155.726.00 Time to Date 131 days Percent Complete 4.9% Percent of Time 13.8% Change Orders Approved Pending n/a Miscellaneous metals subcontract Roofing subcontract Page 2 of 3 Progress Report Brief Description of Work This Week G.C. The carpenters: • Constructed bulkheads between SOG#s 42&46, 26&27, between west-south faces of SOG #22, and SOG#s 32 & 42 • Erected forms for columns beneath north side RAS pump gallery • Braced forms for SOG 96 at -17.50 sludge hopper • Stripped bulkheads from SOG#40 • Buttoned-up wall forms at -17.50 to -12.17 above SOG#s 1&3 • Completed drain trenches at SOG#45 • Erected interior wall panels at RAS sludge hopper The Contractor's laborers placed 1,142 cy of concrete this week for a total of 2,551 cy to date. Concrete placement breakdown for this week is as follows: • SOG#45 - 250 cy, SOG# 32 - 96 cy, SOG 942-158 cy, SOG#47-360, SOG#44-213 cy • 65 cy of concrete at walls above -17.50 north sludge hopper • The laborers also assisted carpenters with form work as required • Cement finishers smoothed new placements of concrete Mortenson/Westcott utilized cold weather concrete practices including production, transportation, placement, protection, curing, and temperature monitoring of the concrete. Rusco Steel Rusco Steel's ironworkers: • Installed top and bottom rebar mats as required for the secondary clarifier slabs on grade • Installed dowels at SOGs as required • Installed wall steel at RAS pump sump walls above MAJIC Construction The laborers: • Spread 3/4" stone at Oxygen Reactor base • Spread 3/4" stone and then installed underdrain pipe at south end of area beneath RAS pump sump slab • Built 3/4" stone working mat for steel workers along chlorine tank area(will be used to tie wall mats) a Page 3 of 3 Progress Report Brief Description of Work This Week Reilly Electric The electricians: • Installed cable as part of the temporary service around the site • Continued installation of temporary electric service at the Sludge Building to be used as part of future demolition • Installed conduit in the base slab at future Fan Building Norfolk Mechanical The plumbers: • Continued installation of floor drains and piping at the west end of the RAS pipe gallery • Layed out drain in slab at Fan Building • Installed 4" buried piping in base slab of Fan Building • Final adjustment to drain covers at SOG447 EWT • Completed sampling program at grit/grease chamber (borings by Zoino-Hebert) • Backhoe operator clearing obstructions • Excavations to locate corners of grit/grease chamber • Test pits to locate temporary dewatering wells • Excavating to clear area for dewatering well installation at SW and NW corner of g/g chamber • Saw cut pavement for well at g/g chamber,just outside limit of work Notes • 2 representatives of Summit/ConTest Lab onsite for duties associated with materials (concrete) testing • A photographer from Abbott Boyle Photographers onsite taking job progress photos James T. Maher Project Manager -Field Camp Dresser& McKee Inc. z4o Page 1 of 4 WEEKLY CONSTRUCTION PROGRESS REPORT Project Title: Wastewater Treatment Plant Upgrade Contract No: 93-1 Owner: SESD State Project No. BMF-20-843-02 Location: 50 Fort Ave., Salem, MA Contractor: Mortenson/Westcott, a Joint Venture Work Period: From: March 20, 1995 To: March 24, 1995 Date of Report: March 28, 1995 Work Completed Contract Time Amount of Contract $104.572,132.00 Time of Contract 953 days Change Orders - Extensions - Total Contract Amount $104.572.132.00 Total Contract Time 953 days Payment to Date $8263,651.00 Time to Date 187 days Percent Complete 7.9% Percent of Time 19.6% Change Orders Approved Pendine n/a Miscellaneous metals subcontract sub. Roofine subcontract substitution Under rain system deletion Pipe flan¢e material substitution Vfd's for sludge drives Page 2 of 4 Progress Report Brief Description of Work This Week G.C. The tower crane was erected this past weekend, was tested on Monday, and was used throughout the week as necessary. The carpenters: • At the Secondary Clarifiers, Oxygen Reactors, and Fan Building: did formwork as required including construction(which included bulkheads), erection, bracing, closing of forms, and stripping. • Erecting and stripping wall forms for Secondary Clarifier sections and above SOGs of the EPS. • The Contractor's laborers placed 727 cy of concrete this week for a total of 8,263.50 cy of concrete to date. Concrete placement breakdown for this week is as follows: • Oxygen Reactors-174 cy at SOG#10 • Secondary Clarifiers-SOGs: 176 cy at SOG#20, 198 cy at SOG#19, • Secondary Clarifiers-wall sections: 36 cy at G30, 36 cy at G-29, 25 cy at G-37, 82 cy at G26 & G27 • The laborers assisted carpenters with form work as required. Cement finishers smoothed new placements of concrete at the slabs on grade Mortenson/Westcott utilized cold weather concrete practices including production, transportation, placement, protection, curing, and temperature monitoring of the concrete. Note: City of Salem Building Inspector, Leo Tremblay, on site Monday March 20. Harris Mechanical • Installing wall thimbles and sleeves at the EPS as required • Layout of buried piping at low slab of the EPS Page 3 of 4 Progress Report Brief Description of Work This Week Rusco Steel Rusco Steel's ironworkers: • Installed top bars and dowels as required at slabs on grade of the RAS Pump Gallery • Installed bottom bars at slabs on grade of the Secondary Clarifiers as required • Installed wall steel and bottom mats of reinforcing steel at the EPS as required Aztec Steel The ironworkers: • Fabricated, excavated, and erected column steel for the Oxygen Reactors as required MAJIC Construction The laborers were: • Installing underdrains beneath SOGs at the Secondary Clarifiers Reilly Electric The electricians were: • Control wiring/checkout for swap from MCC 8B to MCC 9 • Temporary feed to panels at Sludge Building for use during demo. • Completing wiring to MCC 9 for cross conveyor 1 & 2 and furnace conveyor 1 & 2 • Connecting sump pumps to MCC 9 • Note: Connections at MCC 9 all complete except transfer of sludge scales Norfolk Mechanical The foreman was: • Setting drains to grade at RAS pump gallery and checking drainage • Checking stock and moving parts to EPS for base slab buried piping • Note: Salem Plumbing Inspector on site 3/21/95 to witness water test for RAS gallery buried piping (north end) EWT • Starting up/checking groundwater pumping and treating system • Excavate, stockpile, and cover ash • Segregate small pieces of rubble from ash and washing rubble • Marked out exclusion zone • Turned on dewatering wells Page 4 of 4 Progress Report Brief Description of Work This Week Anchor Drilling • Performed proof testing of rock anchors at Secondary Clarifiers with callibrated jack Visitors • Representative of Summit/ConTest Lab onsite for duties associated with materials (concrete) testing • Representative of Haley & Aldrich, Mark Stanton, on site overseeing work of Anchor Drilling. • R. Hudson, T. Laquidara, R. Delaney of CDM Camb. and J. Morris of Industrial Risk Insurers (IRI) on site for a meeting James T. Maher Project Manager - Field Camp Dresser& McKee Inc. P� (fi#c of Salem, ��a�� &lertrirttl �e}tttrfinelrt �ltttl9�.�itfflr 19ftg Eltdririan 44 Xzdanefte ,$t- /� �$alem, .glass. 01970 ( / Area Qlabe 617 745-6300 TO : REILLY ELECTRIC COMPANY/OSTROW ELECTRIC COMPANY MR. DAVID WEST 9 MASON STREET WORCESTER , MASSACHUSETTS 01609 FROM: PAUL M. TUTTLE., CITY ELECTRICIAN SUBJECT : S . E . S . D. - 50 FORT AVENUE BUILDING PERMIT 581-94 DATE : JANUARY 13 , 1995 PLEASE BE ADVISED , THE ELECTRICAL PERMIT FEE FOR THE ABOVE LOCATION $ 156 , 136 . 00. (BUTLDING PERMIT VALUATION $78 ,068,169 X $2 . 00 PER THOUSAND) IF I CAN BE. OF ANY ASSISTANCE , PLEASE FEEL FREE TO CALL ME . PAUL M. TUTTLE CITY ELECTRICIAN CC : MAYOR NEIL J HARRINGTON DAVID SHEA , CHIEF ADM. AIDE LEO TREMBALY , BUILDING INSPECTOR APR 27-9517'.35 DEPRIZIO&GAROFAW 617 80a/8442506 - P.6/9 �ornnronwaaiih o� /y/w3azchucsa , viol G DEPT. 600 y A4k"tytda S't APR 31 M 57 AIS e95 ,lames J.camccell ,JOdtOM1, it/mm��ivaettt 02111 C6mm/srl0ref RECEIVED Workers' Cotnpensadon In1uran6TA#4WM""S. 1, Torv% GAZOFAfJO of b,=NtZl0 Ar1P GA120FA140 Coa5-r. Co. f wkh a principal plate of business at: 248 EJeve-r-r AJ6. If Ci4Z;-SEA MQ 02150 13111111 do hereby m%W under the paps and peaaldes of pa)Iuy, drat 1 am an employer orovid-mg workers' compensidon coverage for mfr employes woektog on this 'lob. RARTSPRp W5. Co- CK1 7-7 WZZC44o I uran loste Company PoQcy Number () 1 am a sale proprietor aad bave no OM woddeg for afro in any capscky. () l am a sale propriater, ganerai amtraeror or homeowev (ckde sae) and have Mieal Nae contractors listed below who have the following workers' compensation pol'aaa: Contractor Insurmue Company/Polley Itumber Contractor Insurance CompaWPeltty, Number Contractor insurance Company elicy Number () I am a homeowner performing all the wont myself. I unWsand that a tour of Nn sratummt Intl be(cmearded W out O&C of Itevaalgadenf of Ne DIA for corarate vaikWon and that(stun to, <overap u raauoed under Sa<tion ISA of NGL 132 oft lead to me impapdan of criminal aenaltles eondsdng of a Ane of up to 37.500.00&War one yeas•ImoAtenment as wen as awn penswu In me ram of a STOP WORK ORDER and a Ane of f 100.00 a day agaims ma. Signed this 1-14\rl darn of 19 uvrnt..lPernrktee Baildmg Department ucamdng Board Sekcaneas Office Health Department TO VERIFY COVERAGE INFORMATION CALL: 617-7274"0 X403t 404. 403, 409, 373 4 '3 35zZ0��EJ� �e? .`:�'s ; ibJSlS�td/PUi�PI31Ru4 is �;� !!hW a-.Z-i�' APR 27 '95.17`•35 DEPRIZIO&GAROFANo 617 8842506 - (1,7�9V" IZx t Michael S. Dukakis S. Govemor (/acs .�d�acf�aw ✓cgmeY� W 0! 1Sentaw t3ntsnmi �oNfoss, ✓r�meosa�weQ3 OPlOB clialnuss: (617) 727.320D Charles J. Ditteno Administrator MEMORANDUM TO: All Building DepartmentsiState Building inspectors FROM: Chula J. Dinerio,Adimanuaof DATE: October 31, 19" SUBJECT: %(GL e48 530. Added BY esBA C9 M the Rets of1987 The above-mcationed statute requires that debris resulting kom the demolition, renovation. rthabflltetioa of Other alteration of a buildiaS Or alrueture be disposed of in a properly Maned solid waste dbpow facility as defined by MOL c131, S150A and that building permits Or 110"303 are to indicate the location of the facility at which the said debris is to be disposed. THIS REQUIREMENT DOES NOT APPLY TO NEW CONSTRUCTION. In order to simplify the process and to provide uttitormiry, we are attaching A Copy of a form which you an either reproduce and use 83 it is since the eomnteted form will be attached to the Office:copy of building permits of lioeases:or reproduce it on your letterhead. In Cate of monicipat,commerelal.industrial.or multiunit housing 00ttsuuction,the contractor may not know the dumpster subcontractor at the time ut the bulNiva iwrmit apptiatiea. 1e such owes the attached Copy of 3h A16davlt can be used. The complete law is contained in the November issue of CODEW'ORD which will be mailed to you in the nett two weeks. if you should have any question. please tet us know. CJD/km APR 27 '95 17:36 DEPRIZIO&GAROFANO 617 8842506 ( (,0.8/9 BUILDING DEPT. APR 31 10 57 AM '95 RECEIVED CITY OF SALEM,MASS. APPWAVrr As a result of the provbiotts of MOL c IQ SSI. I acbwwleage tha as a condition of Building Patin Number all die"resulting rrom the construction activity governed by this Budding Permit shall be disposw of in a properly hectare solid waste disposal facility,as ddhW by MOL c lel, S 130A I artery that I sn0 notify the Building ORftia l by SLK� a \-2—. �q {IMo coombs maximum)of rhe location of the aolisste wafavi iry where the dsbAs ramtiag 9WW the said worruction ac ivity shoU be disposed of,and I shall submit the appropriate form for attachment to the Building Permit. Dam Signature of Perini halls (Print or in* the tbilrnatng intormattaq Tom Gallo FA, 0 Nam:of Permit Applicant D�PFttzlo a�D Ga�OFa�ta Pum Name, it any Zc{ g EVs=RETT �IJErdtA.0 C44Et-SEA , MA OZiSo Address ' RPR 27 '95 1737 DEPRIZIO8GRR6F 617 8842506 �P•.9i9 BUILDING DEPT. , APR 31 10 57 Ali °95 � RECEIVED CITY OF SALEM,MASS. In a mraanm with the prawssiotts of MGL c 40. S 34. a coaditi= of Hallding PeMA Nnmbct is that tite debris rtaalting frartt this waft shall be dfspdsed of to a properly lit-WR Solid waste dspow facility as defltted by MCL a 111.S 1SOA. Tae daboF V411 ba of fa: (loeattoa of Facility) Sipttwure of 110=1 Apphna Dow R •� ��Fl�fiicq r�; YcJ t_r?';?gtMiPlOe,,alrn�N �'� �. .F nsy c5-i7-x;�d APR 27 '95 17:33 DEPRIZIO&GAROFANO 617 8842506 P.3i9. A ad ft-ow'ofMo.._._.NIA M. DEMOUnONOF G DEPT. , .a Teat/wm fm of fmr a rlMaarn-ffi m S,OKA 9p Hes Approval from Hut%ftal Co0+01iS on d Mo mclo tr..»�e_ _ .__.._ . ,_. wr any v=ure over mty Wu)yumf xg No..—. W IA �FR 11 W 5 . jj c WARInOFOF ORM FAawaG eeACM Tkst Cat+tr01: RECE) HAVE THE FOLLOWING UTILITIES SEEN D*pQWjCTfD? L RINOMPAL 01JUN CKV Water St rm.e._.__..--------__ _.._ Electric: Gas: r Nvaaay AA_......._-.. _._..... Sewer: DOCUMENTATION FOR THE ABOVE MUST BE Amcmw BEFORE A PERMIT CAN BE ISSUED, N. COMPLUE THE FOLLOWING: D E M O tr c Tt C J Pc'R M )T ��Hbawt Dbtnct? Ya._ No X (d yes please efcroae documentation fiom Hist Cqm.) AJA C;wm rvabcn Areal Yes— No-L flf yes.please enclase Order of Canditiens) (�f 4 Hu As Prevention apwaved and ammoed plana or eppbcatrone7 Yee_ No_ IJ(A b ipMelty located in the S.R.A.diatrict7 Yes_ No_)_( t4lA Comply with Zoning? YesX No (If na anelou Board of Aopeal decision) 4A Is M WVldfather0d7 Yes,.,,,_ No— (If yes,submit doCumentation/f no.submit Board of Apow daetsw) NA If new=4VUCtion,flag bre proper Routing 51ip been VK"07 Yee_ Na_ Is AmhitWh"Aceass Board aporoval mWr$d7 Ya — No— (b yes,submit dortanentatlon) fJ(A MmwhYim Stdal:Ctxttreetdd Licettae a Sdan Licence s q4 Horne IrOpfOvement Contractor: Homeowners Exempt Wm(b applicable) Yes_ NO_ CONSTRUCTION TO BE COMMENCED WITHIN SIX 16)MONTHS OF ISSUANCE OF BUILDfNG PERMIT CONSTRUCTION IS TO BE COMPLETED BY: _ It an exW*M is necesoery,01""submit in wnting to the Inapeotor of Budding& l V. IDENTIFICATION-To be completed by all opoucants to N�aaeawt•ftmw..aNa.Hn&W owe aaC4a tc ns ,. So. ESsrr 5,zwraAgE 5o E RT AviF. p+S't'R+e-T SAI.c M, MA QIRIO 5O8 �^ -465C a De atz 245 5veRET, Ave , OZ150loiL-Iftz Comaper CTAROFANO GFtc4Sc'A , MA N,. a CAMP, DRCS5 FR, to cAfAe6Q*uc1E c2atH4 c2 WZ. 617 e,►a.m [•4cKGC CAPX%A�Oatc, MA 2SZ + I hereby 0a'sy ail the prop""wanks auewts d by n»as ae d+aeond and amt 1 NSM oven au0+orwW try v+s or.nw to make 0"a appk@*P . as ho o0wixed ggLM and we WN to 00+100^10 ag ft=bio laws of due ryrodkaiom er apokwd Addrep Apollegon dale C np�.jai:Av 'AIT ^B7 - . n7M IIMCM 17AN p+7 7 nur .._.�..rt/