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Home My WebLink AboutBuilding Permit #172-2011 - 1429 OSGOOD STREET 8/27/2010 BUILDING PERMIT °� NORTH q TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION ° � Permit Date Received9q6 Date Issued: 2 �D SSACHus PORTANT:Applicant must complete all items on this page LOCATION PROPERTY OWNER egin# 2a/A/is Prin MAP 214 PARCEL ZONIN DISTRICT: Historic District yes Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential j New Building One family Addition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demo i ion Other Septic Well Floodplain Wetlands i Watershed District. Water/Sewer DESCRI TION OF WORK TO BE PREFORMED: o Identification ease Type or rin Clearly) OWNER: Name: �1 - Phone: i Address: 000 CONTRACTOR Name: -ZZ C Phone. - Address: •c-t Supervisor's Construction License: , .-- �� Exp. Date: Home-Improvement License: Exp. Date: 22 2d ARCHITECT/ENGINEER Phone:- Address: Reg. No. > ,e4j�1�s FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000'00 OFT tb AL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ � •:0 Check No. �� Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access t th an fund Signature of A ent/Owner g - g _. Signature of contractor Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales ` Food Packaging/Sales J Private(septic tank,etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE•USE ONLY INTERDEPARTMENTAL.SIGN`OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMMENTS - CONSERVATION Reviewed on Signature COMMENTS t � HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature&Dater '.' DrivewaVFermit DPW Town Engineer: Signature: n " Located 384.Osgood Street FIRE DEPARTMENT -Temp Oumpster on site yes. R �; ...no. Located at 124 Main Street Fire-Departmenti signature/date t- COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) ❑ Notified for pickup - Date .......—.__..._.._.._...__....._...._.—_...__......._...._....----.................._._._.................— ---._....................._._..._._................__ ._._........._.....------._.....-----._._......................._......._............ . Doc.Building Permit Revised 2010 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks i ❑ Building Permit Application E ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ' ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And ` Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit F New Construction (Single and Two Family) 'i ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products 1 NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application i i Doc:Building Permit Revised 2008 Date .: .. . + TOWN OF NORTH ANDOVER • PERMIT FOR PLUMBING 41 �► •�•,no.O`,fib r �S ,SSACMUSE� This certifies that . . `. � . . .'.. . . . . . . . . . . . . . . . . . . has permission to perform . . !'!�!� . . .v. ! .�. .1`'!!"'. plumbing in the buildings of . . at . . lq g.�. . . .?_1 .�.G` . S�"-". . , North Andover, Mass. Fee./32R S-kic. No.. .;q. . . . . . . . . . . . . . . . . . . . . . . . . . PLUMBING INSPECTOR Check 8400 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Print or Type) 1;�\ AX0141A Maass. Date US�-O `OPermit# i Building Location_ ( S ` Owner's Name , (( >. Owner's Phone # _ Type of Occupncy i New ❑ Renovation (� Replacement ❑ Plans Submitted: Yes ❑ No ❑ FIXTURES I ZZ ¢ Z ,� I I I O o U Cn O z I I > I n F Q CO } U z W W IU W y .J rn .Q F— Cn (7 ¢ I¢ W W ? n Q ¢ ¢ _ O z z a z a w 0 (n _ Cr t- Wo ~ a W rn Y LL Q L a x O W CC Z m W Q a w ? o a cn z ¢ a ! ¢ O U W r U Q = = LL z Y o_ O z z Q W W Y W W Q Q t > F O Cn � F Z O O M _ W I- O U = � W M ai H � (Q7CE O ¢¢ �S M m O uj W0 SUB-BSMT. BASEMENT 1ST FLOOR i 2ND FLOOR 3RD FLOOR 4TH FLOOR STH FLOOR 6TH FLOOR HFLOOR if Installing Company Name Ebacher Plg & Htg, Inc Address 40 PortsmouthRoadPO Box Check one: Certificate ® Corporation Amesbu y, MA 01913 ❑ Partnership Business Telephone 978-388-4086 ❑ Firm/Co. Name of Licensed Plumber Richard Ebach.er INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 1,42. Yes [2 No ❑ If you have checked yes, please indicate the type coverage by checking the appropriate box. A liability insurance policy ® Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this Permit app+ication :vaives this requirement. check one: Owner ❑ Agent Signature .1 0-1.1 0-1 Si Aoem I hereby certify that all of the details and information I have submitted !or entered) in above application are true ano accurate to the best of my knowledge and that all plumbing work and installations performed under,he oermtt issued for ihis application will be in compliance with all pertinent provisions of the ivtassachuselis State Plum erod9e 10 ter 142 1 he neral Laws. � i Slgn tU e Of Licensed P!umber tle __ i 7dpe of License: Master Journeyman i 'v/Town Own _.cense Number ! APP90VED0;PPIC= '.JqL ')NLY1 --- BELOW FOR OFFICE USE ONLY FINAL INSPECTION. SKETCHES PROGRESS INSPECTION FEE M N O. 1 APPLICATION FOR PERMIT TO DO OASFITTINGI NAME S TYPE OF DUILDING LOCATION OF BUILDING PLUMBER OR OASFITTER LIC_ NO. PERMIT GRANTED DATE 19 GASINSPECTOR The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LcObly b Name(Business/Organization/Individual): & _ Q Q4e_ Address: PCS 139)( IJ r City/State/Zip: t, Q�` 13 Phone#: I U 3`a Lt Lo U Are you an employer?Check the ap ropriate box: Type of project(required): L O I am a employer with ltO 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2. I am a sole proprietor or listed on the attached sheet. 7. ❑Remodeling ❑ artner- P P P ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' [No workers' comp.insurance comp.insurance.x 9• E]Building addition required.] 5. E] We are.a corporation and its 10.[:]Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.[:]Roof repairs insurance required.]t a 152,§1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: I—Job Site Address: x-City/State/Zip: Attach a copy of the workers'compere ion policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance covera a verification. I do hereby c ' un t pai nd es of erjury that the information provided above is true and correct. Signafore: x Date:. _ Phone#: -1 J�t` 3 6 c8 'fo o(�' Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants i Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with.no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit(license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under'"J)b Site Address"the applicant should write"all locations in' (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The,.Commonwealth:0-14assachuse1ts. Department of Industrial&CUm_ts Offke of Investigations 600 Washington Stre:,et Boston, MA 02.1.11 Tel. #617-727-4900 ext 406 or 1-8.77-M.AS,'SAM Revised 11-22-06 Fax# 617 -727-7749 www.mass.govi/dia i 'COMIUBCWEALTH OF MASSACHUSETTS MOOR tTiR lYt7mT1�'1 REGISTERED AS A PLUMBING CORP ISSUES THE ABOVE LICENSE TO:- RICHARD ;EBACHER EBA-HER PLB & HTG INC 40 PORTSMOUTH :RD PO ..BOX >548 ►MESBURY. MA' 019.;;13 00 13 1659 05/01/12 784589 Fold,Then Detach Along All Perforations COM.MONINEALTH OF MASSACHUSETTS IV�L't9MBfR5 F1�iu"��ari�.��R� LiC:ENSED AS A MASTER PLUMBER ISSUE$Ti f ABOVE UCENSE TQ RICHARD 'S EBACHER t PO BDX 1548 AMES;B.URY MA 01913 0013 8926 05/01/12 784587 5. Fold,Then Detach Along All,Perforations ORTH Tovm of Andover 0 No. 17 = -- _ - -o " dower, Mass.,- 0 �- LAKE COCHICHEWICK V 7�A0RATED P' t"` ) SS ` BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR �'C hrj... ..f.....✓...�.....c? .�.'��.�.^� .....�..�'.�� ...�� ...«�% THIS CERTIFIES THAT................................... Foundation has permission to erect..................... ... ............. building on ... ze-1 Y.......C/ 5' ...C�. . . ...... ................... Rough t0 be occupied Chimney occupied as............................ ..........................%.........................../......... . .....F. ......................:........................................................... provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations'Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough ..... ..... ... .................:.......................... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. �5 i) PHASE 1 STAGE 1-2 ENVIRONMENTAL SITE ASSESSMENT 1429 Osgood Street North Andover, Massachusetts 01845 Prepared For. Mr.Justin Belliveau,Esq. Windover Development,LLC 13 Elm Street Manchester,MA, 01944 Prepared by. HYDROTERRA Environmental Services 272 '/2 Dover Point Road Dover,New Hampshire May 10, 2010 i i Table of Contents 1.0 EXECUTIVE SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1 1.1 Summary of Findings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1 2.0 INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-1 2.1 Purpose . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-1 2.2 Work Scope and Methodology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-1 2.3 Previous Site Environmental Investigations Completed . . . . . . . . . . . . . . . . . . 2-3 2.4 Supplemental Limited Subsurface Investigation . . . . . . . . . . . . . . . . . . . . . . . . 2-4 3.0 SITE DESCRIPTION 3.1 Physical Description and Layout . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-1 3.2 Subject Property Hazardous Materials and Past Release Information . . . . . . . 3-2 3.3 Surrounding Property Use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-3 3.4 Property Ownership and Use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-4 3.5 Identified Environmental Receptors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-5 3.6 Limited Subsurface Investigation Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-6 4.0 FILE REVIEW AND DATA SEARCH 4.1 EDR Search Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-1 5.0 CONCLUSIONS AND RECOMMENDATIONS. . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-1 5.1 Conclusions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-1 5.2 Recommendations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-3 6.0 LIMITATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-1 LIST OF TABLES Table Paye 1 Monitoring Well Construction Details . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-5 2 Abutting Property Uses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-4 3 Summary of ESA Soil Sampling Results . . . . . . . . . . . . . . . . . . . . . . . . . see Table Section 4 Summary of ESA Groundwater Sampling Results . . . . . . . . . . . . . . . . . see Table Section i FIGURES Figure 1 Site Location Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . see Figure Section 2 Subject Property Abutting Property Sketch . . . . . . . . . . . . . . . . . . . . . see Figure Section 3 Subject Property Site Sketch . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . see Figure Section 4 Former Facility Operation Layout . . . . . . . . . . . . . . . . . . . . . . . . . . . . . see Figure Section 5 MA GIS Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-7 6 Regional Groundwater Information . . . . . . . . . . . . . . . . . . . . . . . . . . . . see Figure Section 7 Data Search Site Locations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . see Figure Section APPENDIX A Photographs B Initial 1995 Phase I NEET Report and Former MCP Release Site Information C General Subject Property Information, North Andover Fire Department Data Info, EDR Data Search Report and Historical Aerial Photographs D Boring and Monitoring Well Installation Logs E Sample Laboratory Reports ii HYDROTERRA ENVIRONMENTAL SERVICES 1-1 1.0 EXECUTIVE SUMMARY HYDROTERRA Environmental Services LLC (HYDROTERRA) was contracted by Mr. Justin Belliveau,Esq.of Windover Development,LLC to conduct a Phase 1,Stages land 2, Environmental Site Assessment (ESA) at the property located at 1429 Osgood Street in North Andover, Massachusetts. The ESA included a records review and database file search,a reconnaissance of the Subject Property Area,alimited subsurface investigation(including test boring and monitoringwell installations, soil and groundwater sampling and well survey) and ESA evaluation and reporting. 1.1 Summary of Findings I I The data and observations made during this assessment, in conjunction with site files and records collected and reviewed during this ESA of the Subject Property, located at 1429 Osgood Street in North Andover,Massachusetts indicates that limited past releases of oil or hazardous materials did occur at the property but at this time no further actions under federal or state law are necessary at the Subject Property. The following environmental observations are made regardingthe 1429 Osgood Street property: • The Subject Property consists of approximately 1.99 acres of land occupied by one building structure as described on the Town of North Andover, MA Assessors Listing as Map 34 Lot 20; • One concrete brick frame, slab concrete foundation building,reportedly built in the early 1970s is located on the Subject Property lot; • The Subject Property building is currently vacant and has been reportedly not occupied since 2000; • The current owner of record for the Subject Property is Technical Training Foundation Trust. The property has been unoccupied and not in use since 2000. From 1970 to 2000 MRC Realty,was listed as the p rop erty owner and the property was utilized between 1972 -2000,as a manufacturing/preci i n machining facility of electronic metal components for radar and microwave devices; • Site reconnaissance of the property during this ESA did not indicate any significant surficial staining or stress vegetation around the outside of the Subject Property building and adjacent land; Phase 1/Stage 1/2 Level Two Environmental Site Assessment - 1429 Osgood Street-North Andover,MA May 10,2010 HYDROTERRII F_NVIRONMENDIL SFR VICES Aa 1-2 Formerly three septic leachfields and a dry well were located on the Subject Property. Currently the property is serviced with Town of North Andover water and is heated with an oil fire burner; • Groundwater was encountered at depths of 1 to 3 feet below ground surface on the Subject Property. Local groundwater flow across the Subject Property is expected to be to the northwest. The Subject Property is not within an aquifer protection zone or a mapped potential productive aquifer. No areas of critical environmental concerns, such as fish habitats or threatened or endangered species were mapped within 500 feet of the Subject Property; • No significant storage of chemicals or hazardous materials was currently observed on the Subject Property. Historical data indicates that several hazardous materials storage areas existed within and immediately outside of the property building. The chemicals stored were associated with machining of electronic metal components for radar and microwave devices; • No visual indication of underground storage tanks (USTs)(such as vent pipes or manhole tank covers)were observed on the property. No Subject Property UST records were available at the North Andover Fire Department. Two 275-gallon above ground storage tanks (ASTs) containing No. 2 fuel oil were encountered in the southeast interior edge of the Subject Property building, • File review data indicated several local sites on state and federal environmental databases. Based upon distance away from the Subject Property and topography, none of these sites are believed to represent a potential risk to the environmental conditions on the Subject Property; In 1985,the owner of the Subject Property received a Notice of Responsib>lrty from the Commonwealth of Massachusetts concerning the release of hazardous materials into the soils and groundwater via dry well discharges. An LSP Evaluation Op inion concerning the release was submitted on May 9, 1995. The LSP opinion indicated that a reportable release has or may have occurred at the site, but that response actions completed prior to the date of the opinion meet the requirements of a Response Action Outcome; • No sources of PCBs were observed inside or directly outside of the Subject Property building. No asbestos appearing insulation was observed, however no testing for ACMs was performed during this ESA. No testing for lead, asbestos or PCBs in building materials was p erformed during this ESA; Phase 1/Stage 1/2 Level Two Environmental Site Assessment - 1429 Osgood Street-North Andover,MA May 10,2010 HYDROTERRA F_NVIRONMENTAL SERVICES 1-3 • Subsurface soil samples collected from the Subject Property borings indicated that Volatile Organic Compounds (VOCs) ,Total Petroleum Hydrocarbons(TPHs)and RCRA metals were below Massachusetts Contingency Plan (MCP) Reportable Concentrations (S1-RCs); • No RCRA metals, VOCs, or TPHs were detected above MA - MCP Reportable Concentrations (GW-1 RC)in the groundwater samples collected from the Subject Prop erty. The following environmental recommendations are made regarding current environmental conditions at the 1429 Osgood Street property: • Removeany miscellaneous debris,old unused equipment and damaged wooden sheds from the Subject Property building and outside property; • Maintain proper security and inspection of the Subject Property to prevent any future disposal and dumping of any hazardous materials on the exterior lots and within the storage building;and • Decommission, and close the damaged former industrial water supply well. Phase 1/Stage 1/2 Level Two Environmental Site Assessment - 1429 Osgood Street-North Andover,MA May 10,2010 HYDROTERRA F_NVIRONMENTAL SERVICES 2-1 2.0 INTRODUCTION HYDROTERRA was contracted by Mr. Justin Belliveau of Windover Development, LLC to conduct a Phase 1, Stage 1/2,Environmental Site Assessment (ESA) at the approximate 1.99-acre property located at 1429 Osgood Street in North Andover,Massachusetts(Subject Property). The Subject Property location is shown on Figure 1. The boundaries,abutting properties and layout are shown on Figures 2 and 3. Photos of the Subject Property are included in Appendix A. 2.1 Purpose The purpose of this ESA is,to the extent feasible,to recognize any current environmental conditions in connection with the Subject Property. Recognized environmental conditions mean the presence or likely presence of any hazardous substances or petroleum products on a property that indicate an existing release, a past release,or a threat of a release of any hazardous substances or petroleum products on the property grounds,groundwater,orsurfacewater. This ESA is intended to update and supplement the Phase EnvironmentalAssessment and Massachusetts Continency Plan(MCP) Site Release Conditions Information (RTN # 3-0075) completed in 1995 by New England Environmental Technologies Corporation(MEET)(portions of that report are included in Appendix B). 2.2 Work Scope and Methodology This ESA was composed of the individual tasks described below. 1. Records Review and Database File Search; 2. Reconnaissance of the Site Area; 3. Limited Subsurface Investigation; and ♦ Test Boring and Monitoring Well Installation; ♦ Soil and Groundwater Sampling;and ♦ Well Survey 4. Evaluation and Reporting Phase 1/Sta e 1/2 Level Two Environmental Site Assessment - 1429 Osgood Street-North Andover,MA May 10,2010 8 8 Y HYDROTERRA ENVIRONMENTAL SERVICES 2-2 2.2.1 Records Review The purpose of the records review was to obtain and review records that would aid in the identification of recognized environmental conditions in connection with the subject property. Standard environmental record sources were searchedby Environmental Data Resources,Inc.(EDR) of Southport, Connecticut utilizing a computer search methodology of relevant Federal and State government databases. The computer search of available environmental records was conducted in accordance with the specific requirements of ASTM Standard Practice for Environmental Site Assessments, E1527-97. The computer search included the following databases and search radii: Federal ASTM Records: 1. CERCLIS-Comprehensive Environmental Response,Compensation,and Liability Information System; 2. ERNS-Emergency Response Notification System; 3. NPL-National Priority List;and 4. RCRIS-TSD -Resource Conservation and Recovery Information System; State of Massachusetts ASTM Records 1. MA CERCLA- State Superfund(0.5 Miles); 2. MA Landfill- Solid Waste Facility Database/Transfer Stations (0.5 miles); 3. UST -Registered Underground Storage Tank Listing(0.5 Miles); and 4. LUST -Leaking Underground Storage Tank Database(0.5 Miles) A more detailed description of these databases is contained in the EDR report (Appendix C). In addition to the computer database search outlined above,HYDROTERRA contacted the following local sources in reference to recognized environmental conditions at and adjacent to the Subject Property. 1. MADEP Hazardous Waste Spill and Natural Resources Files (Wilmington, MA Office); 2. North Andover Fire Department 3. North Andover Board of Health and Building Department 4. North Andover Engineering Department;and 5. North Andover Tax Assessor's Office Phase I/Stage 1/2 Level Two Environmental Site Assessment - 1429 Osgood Street-North Andover,MA May 10,2010 HYDROTERRA ENVIRONMENTAL SF,RY/CES 2-3 HYDROTERRA reviewed historical aerial photographs from 1977, 1985, 1986,1991, 1998, and 2006 showing the area on which the Subject Property is located, to establish the physical setting of the property,and historical uses oftheproperty andthe surrounding area. Thesemaps are included in Ap p endix C. The file review indicated that there were no Sanborn Insurance Maps for the subject property. 2.2.2 Reconnaissance of the Site Areas I The objective of the reconnaissance of the site area was to obtain information indicating the likelihood of identifying recognized environmental conditions in connection with the Subject Property. Site inspections of the Subject Property and surrounding area were conducted on April 2, 7, and 9, 2010. HYDROTERRA personnel visually and physically observed the Subject Property. The property boundaries are shown on Figures 2 and 3. Photos of the Subject Property are included in App endix A. 2.3 Previous Site Environmental Investigations Completed An initial ESA(Phase I)subsurface investigation was undertaken by NEET at the Subject Property in January 1995. Portions of this investigation report are included inAppendixB. The purpose of this investigation was to develop aLicensed Site Evaluation Opinion,relative to past discharges of industrial wastewater at the site. The discharges were to a dry well at the site, and were stopped in 1985. The following is a summary of the findings/conclusions of the 1995 Phase I Investigation: ► Oil and hazardous materials were used and stored at the site. Prior to 1985 no hazardous waste manifests were available. Manifests after 1985 indicate proper disposal of the spent chemicals; ► Low levels of VOCs were detected in each of the monitoring wells at the site. 1,1,1- Dichloroethylene and Vinyl Chloride in MW2 exceeded the MCP's Reportable Concentrations for RCGW-2 groundwater. These compounds did not exceed their applicable GW-3 standards; ► Potential sources for the VOCs include residual contamination related to the former dry wellat the Subject Property, or poor practices related to the use ofOHM prior to 1985; ► No VOCs were detected in the industrial water supply well at the site, or in the stream on the site; Phase 1/Stage 1/2 Level Two Environmental Site Assessment - 1429 Osgood Street-North Andover,MA May 10,2010 HYDROTERRA ENVIRONMENTAL SERVICES 2-4 ► Low levels of metals were detected in 3 monitoringwells but the levels did not exceed the M CP standards;and ► Low levels of metals near the former dry well location did not exceed the M CP RCS- 1 Reportable Concentrations. 2.4 Supplemental Limited Subsurface Investigation Test Boring and Monitoring Well Installation HYDROTERRA oversaw the drilling of six(6)test borings and the installation of six(6)monitoring wells at the Subject Property. The locations of the borings/wells are shown on Figure 3. Borings were drilled using a truck mounted geoprobe drill rig. Soil samples were collected and visually inspected and classified in the field by a field geologist for geologic classification and evidence of contamination. Observations were recorded on Test Boring/Monitoring Well Installation Logs(see App endix D). In addition to visual classification, boring soil samples were screened for total ionizable volatile organic vapors usinga Photovac MicroTip HL-2000 photoionization detector(PID)equipped with a 10.6 eV lamp. Soil samples were placed in glass jars and allowed to equilibrate for approximately 15 minutes prior to screening. The PID was then employed to measure the concentration of ionizable volatile organic vapors which have collected in the headsp ace of the jars. Soil PID readings are included on the Test Boring/Monitoring Well Installation Logs (Appendix D). The monitoring wells were constructed using 1" I.D., flush threaded,machine slotted, schedule 40 PVC well screen (0.010" slot size) flush threaded to the matching PVC riser. The wells were installed such that the observed water table intercepts the screened interval of each well. All monitoringwell installation details were documented ontheTest Boring/M onitoringWellInstallation Logs(AppendixD). Table 1 summarizes the Subject Property monitoring well construction details and groundwater elevation measurements. Soil and Groundwater Sampling HYDROTERRA collected soil and groundwater samples from the test borings/monitoring wells during this limited subsurface assessment. Based upon field screeningof soil samples from the test boring soils,selected composite soil samples were submitted to Alpha-Woodshole Labs for analyses of: 1. Total Petroleum Hydrocarbons (HT-1 -5 and HT-6)T to 6'bgs; 2. RCRA Metals (Method 6010b/7471a) (HT-1 -5 and HT-6) T to 6'bgs; and 3. Volatile Organic Compounds (VOCs) (Method 8260b)(HT-1-5 and HT-6)T to 6'bgs. Phase 1/Stage I/2 Level Two Environmental Site Assessment - 1429 Osgood Street-North Andover,MA May 10,2010 HYDROTER21 ENVIRONMENTAL SERVICES 2-5 Groundwater samples were collected from the three newly installed monitoringwells(HT-1 (TPH), HT-2(VOCs and RCRA Metals),HT-3 (VOCs,TPH, RCRA Metals,HT-4(TPH),HT-5(TPH), and HT-6 (VOC,TPH and RCRA M etals)on the Subject Property. Refer to Figure 3 for locations. The groundwater samples were preserved with the appropriate preservatives and stored on ice until delivery to the laboratory. The Chain of Custody and Laboratory Report for the samples collected are included in Appendix D. Well Survey HYDROTERRA surveyed the elevations of the top of the PVC monitoring well casings. All elevations were referenced to an assumed elevation(111.00'). On April 9, 2010, HYDROTERRA collected depth to groundwater measurements in the wells on the Subject Property. All depth measurements were referenced to the top of the PVC well casing so that the elevation of the groundwater table could be computed to determine groundwater flow direction. Table 1 summarizes the Subject Property groundwater elevation measurements. ITABLE1 MONITORING WELL CONSTRUCTION DETAILS Well Well Elevation[ Total Well Well Screen 4/09/10 Groundwater No. (ft)(toc) Depth Diameter Interval Groundwater Elevation t (ft)(to c) Level (ft)(toe) 4/09/10(ft) HT-1 110.79' 14' 1" 2'-12' 2.0' 108.79' (10'screen) HT-2 111.52' 144' 1" T-12 2.75' 108.77' (10'screen) HT-3 111.64' 10' V 1'-10' 0.65' 110.99' (9'screen) HT-4 111.84' 12' V 2'-12' 2.30' 109.54' (10'screen) HT-5 111.89' 12' V 2-12' 1.85' 110.04' (10'screen) HT-6 111.57' 12' 1" 2'-12' 2.38' 109.19' (10'screen) notes: toe=measurements from top of PVC caring I-Elevation site datum of 111.00'established by HYDROTERRA @ HT-1 •=Well details obtained by estimates made from field measurements on 4109/10 Phase 1/Stage I/2 Level Two Environmental Site Assessment - 1429 Osgood Street-North Andover,MA May 10,2010 HYDROTERRA F_N IIIRONMENTi1L SF,RY/CES teZl 3-1 3.0 SITE DESCRIPTION The Subject Property is located at 1429 Osgood St.North Andover,Massachusetts(Town ofNorth Andover Assessor Map 34, Lots 20) (Lat/Lon- 42° 43.5692' N, 71° 06.7094'W) (the Subject Property). The location of the Subject Property is shown on the Subject Property Location USGS Map,Figure 1. The Subject Property consists of approximately 1.99 acres of land occupied by one building structure. The land is developed by a one story brick,wood and concrete floor slab,and contains no basement. Small wooden add-on storage structures are located along the rear eastern portion of the Subject Property building. Records indicate that the original portion of the building may have been constructed in 1970,with additions added over time. The remainder of the Subject Property is mostly paved. Currently thebuildingis vacant. Reportedly the area on the south side of the building had been used as an employee parking lot, and the area on the north side of the building had been used for incoming and outgoing shipments of products and supplies. Figure 2 (Subject Property Abutters Sketch)shows theboundaries of the Subject Property and surrounding properties. Figure 3 (Subject Property Sketch) shows the boundaries and current layout of the Subject Property, as well as ESA sampling locations. The property is zoned manufacturing. The subject neighborhood is characterized primarily by open land property and a landscap ingequipment staging area within 1/4 mile(see Figure 2 for abuttingprop erties). City tax information for the Subject Property is included in Appendix C. 3.1 Physical Description and Layout The Subject Property is relatively flat with land surface elevations between 10 and 112 feet above mean sea level, slop ingto the northwest (see Figure 1). Osgood Street borders the property to the west. Further west across Osgood Street is open land(buffer areas for the Lawrence Airport and a landfill). Directly to the east and south are undeveloped wooded lots and farm land. To the north is Peter Breen Landscaping business and further north are residential homes and commercial businesses. Abutting properties are shown on Figure 2. No significant environmental complaints or violations were on file with the Town ofNorth Andover Health,BuildingDepartment or Fire Department. Fire Department records are included inAppendix C. Site reconnaissance performed by HYDROTERRA on April 2,7 and 9, indicated no significant staining or stress vegetation alongthe outside portions of the property,including the loading bays, air vent/ducts,roof drains and dump ster locations(see Site Photos-AppendixA). Insp ection of the interior of the Subject Property building revealed storage of various metal staging equipment, bathrooms/sink area and office space(see Site Photos -Appendix A). No significant staining was Phase l/Stage 1/2 Level Two Environmental Site Assessment - 1429 Osgood Street-North Andover,MA May 10,2010 HYDROTERP11 FIV I MONMENTAL SER VICES 3-2 noted within the building. The concrete floor was in good condition with the exception of an area of broken floor which exposed underlying soil observed around the compressors located in the northeast corner of the building. The Subject Property is serviced by municipal drinking water supplied by Lake Cochichewick located approximately 4,200 feet south and upgradient of the site. The building formerly utilized a drilled well for its supply of industrial water(see Figure 3). When occupied,the Subject Property was serviced by three septic leachfield systems for disposal of sewage. The older system is located on the east side of the building. The second is located under the parking lot on the southwest side of the property near the main entrance and the third is located along the northwest edge of the Subject Property building(see Figure 3). Electric power is provided to the Subject Property via overhead electrical lines. A portion of the electric service for the site is directed below ground at a p oint on the north side of the p rop erty,with the electric line running underground from a utility p ole on the north side of the site, to an electrical transformer located in an alleyway adjacent to the building. 3.2 Subject Property Hazardous Materials The Subject Property building is currently heated by an oil fired burner located along the southeast interior edge of the the Subject Property building(see Figure 3). Two 275-gallon, No. 2 fuel oil Above Ground Storage Tank(ASTs)are located in a storage room adjacent to the burner(see ASTs Photos -Appendix A). No visual indication of underground storage tanks(USTs)was observed on the property.The Town of Andover Fire Department reports no record of underground storage tanks on or adjacent to the site(see Appendix Q. Former Release ConditionslViolations In 1985,Microwave received a Notice ofResp onsibility from the Commonwealth of Massachusetts concerning the release of hazardous materials into the soils and groundwater at the site. The cleaning and brightening process at the facility generated wastewater that was acidic and contained metals including lead, copper, and chromium, as well as nitrates, fluorides, oil and grease. Samples of this wastewater were analyzed and found to contain lead and chromium. Notice of Responsibility information is included in Appendix B. Phase 1/Stage 1/2 Level Two Environmental Site Assessment - 1429 Osgood Street-North Andover,MA May 10,2010 HYDROTERRA F_NI'MONMENTAL SERVICES 3-3 An LSP Evaluation Opinion concerningthe release was submitted on May 9, 1995.The LSP opinion indicated that a reportable release has or may have occurred at the site,but that response actions completed prior to the date of the opinion meet the requirements of a Response Action Outcome. No Response Action Outcome Statement (RAO)was submitted although the box indicated on the LSP opinion clearly stated that one was necessary. The LSP Opinion and RAO Submittal information is included in Appendix B. Air Discharzes Several small vents were noted on the Subject Property building(see buildingphotos-AppendixA). These vents were not in use during the April 2010 site visits and no odors were noted at the vent locations. Polychlorinated Biphenyls (PCB) An electrical transformer was noted in a small alleyway along northern side of the Subject Prop erty (see Figure 3). This transformer appears in good shape with no evidence of leaks and is not likely to contain PCBs. No other sources of PCBs were observed inside or directly outside of the Subject Property building during the April 2010 site inspections. Asbestos Containing Materials (ACM) No asbestos,asbestos containing materials (ACM s) or asbestos appearing building materials were noted in either the outside or inside the Subject Property building during the April 2010 site inspections,however no testing for ACM s was performed during this ESA. Lead Containing Materials No lead containing building materials were noted during the April 2010, site inspections,however no testing for lead in the onsite building was p erformed during this ESA. 3.3 Surrounding Property Land Use The surrounding properties and uses are shown on Figure 2. Table 2 summarizes the uses of the properties surroundingthe Subject Property. Phase 1/Stage 1/2 Level Two Environmental Site Assessment - 1429 Osgood Street-North Andover,MA May 10,2010 HYDROTERR t UVIRONMENT111.SFRVlCES 3-4 TABLE 2 Abutting Property Use (based upon the April 2,7 and 9,2010 Site Inspections) Direction From Subject Property Property Use Potential Sources of Contamination North Peter Breen Landscaping,residential homes These properties are upgradient. and cormnercial businesses Surface water and groundwater is likely to flow fromthese properties across the Subject Property. East Undeveloped wooded lots and farmland Surface Water and groundwater is likely to flow fromthis property onto the Subject Property South Undeveloped wooded lots and farmland Surface water drainage fromthe Subject Property is away from the property to the small stream. West Osgood Street,open land(a bu$ar zone for the This property is downgradient. Lawrence Airport and landfill) Surface water and groundwater are likely to flow away fromthe Subject Property 3.4 Property Ownership and Use The current owner of record for the Subject Property is Technical Training Foundation Trust(Essex Registry of Deeds, Northern District - Book 05901, Page 0156. Deed information is included in Appendix C. City assessor information and property deed information obtained during this ESA indicatedthat this ownerhas owned the property since October 26, 2000 andthat theproperty has been unoccupied and not in use since 2000. From 1970 to 2000 MRC Realty, was listed as the propertyowner. Basedupon file review and historical photographs,the property was undeveloped land prior to 1970. The Subject Property was utilized between 1972 -2000, as a manufacturing/precision machining facility of electronic metal components for radar and microwave devices.Figure 4 includes the layout of the former manufacturing footprint and building uses during the facility operations. Material Safety Data Sheets of the common chemicals and hazardous materials used during facility operations are included in Appendix C. Phase 1/Stage 1/2 Level Two Environmental Site Assessment - 1429 Osgood Street-Noah Andover,MA May 10,2010 HYDROTERRA ENV/RONMENTA/_SF,RVICES 3-5 3.5 Identified Environmental Receptors 3.5.1 Residential Population Estimate A Subject Property vicinity inspection indicates that the residential population within one half mile of the Subject Property is estimated to be between 1,000 and 1,200 people. The closest residential property is located north of the Subject Property (see Figure 2). 3.5.2 Natural Resource Areas Accordingto the Massachusetts GIS environmental database(see MA GIS Map Figure 5),no areas of critical environmental concerns, such as fish habitats or threatened or endangered species were mapped within 500 feet of the Subject Property. The following potential sensitive receptors in the vicinity of the Subject Propetry include: ► Lake Cochichewick, located approximately 4,200 feet south and upgradient of the site; ► Town of Methuen municipal water supply wells,located approximately onemile west and downgradient to crossgradient of the site; and ► An unnamed brook flows past the site and could be subject to discharge of groundwater from the site. The Subject Property does not lie within a mapped groundwater protection zone or a productive aquifer. The subject and neighboring properties are serviced by the Town of North Andover municipal water supply. No public water supplies are mapped within 1/2 mile of the Subject Property and no private water supply wells are mapped with 1/4 mile of the property (see Figure 6). The Subject Property does have an industrial water supply well located along the northeastern edge of the property as shown on Figure 3,formerly used for machiningprocess water. The Subject Property does not lie within a aquifer protection zone or ap otential productive aquifer. The Subject Property does not lie within a mapped groundwater protection zone or a productive aquifer. Phase 1/Stage 1/2 Level Two Environmental Site Assessment - 1429 Osgood Street-North Andover,MA May 10,2010 HYDROTERRA ENVIRONMENT11L SERVICES 3-6 3.6 Limited Subsurface Investigation Summary The following sections describe the findings of the subsurface investigation conducted during this ESA. 3.6.1 Hydrogeology Top�raphy/Draina According to the USGS Topographic Map of the Lawrence,MA Quadrangle(1993) (see Figure 1), the elevation of the Subject Property is between 110 and 112 feet above mean sea level with topography sloping to the northwest. Surface water drainage alongthe western paved parking area of the Subject Property is sheet flow in a southwest direction towards a small stream located at the southern edge of the Subject Property. As shown on Figure 3, this stream flows northward under Osgood Street via an underground culvert. Drainage across the eastern portions is immediately eastward from the building structure to a small wetland along the eastern edge of the Subject Property. These wetlands drain northward and southward alongthe edge of the property. Surface water drainage alongthe remaining portions of the property is from an eastward flowing sheet flow, and from parking storm drains that flow towards a small drainage basin located alongthe eastern side of Osgood Street. The Subject Property is not within the 100-year flood zone. Subsurface Geology Soil sampling observation from test borings drilled as part of this ESA (see test boring logs - AppendixD)�indicated that soils at the Subject Property consisted of sandy till. Bedrock led�was not drilled at the Subject Property but regional geologic information reviewed during this ESA suggest that bedrock ledge is between 10 and 15 f eet below grade at the Subject Property. Bedrock is reportedly mapped as a Silurian aged intrusive,Eugeosynclinal Deposit (Se). Groundwater Flow As shown on Table 1, groundwater was encountered at depths of 1 to 3 feet below ground surface on the Subject Property with local groundwater flow across the property expected to be to the northwest discharging to the northwest flowing small stream. Phase 1/Stage 1/2 Level Two Environmental Site Assessment - 1429 Osgood Street-North Andover,MA May 10,2010 HYDROTERRA F_NV/RONMENTAL SF,RVICES 3-7 FIGURE 5 MA GIS MAP 3 F L a : t Lill, C: 01 g Mpg' S air F a 1 3 imwi § rork 1 NIX I it �. �r'y°.7 .r_ � �.� a, .:xna:3s+•crns �,�: A°'"^�'"'�a. ai'F_ m„. ra.�N"6� �I*&6' S=".sfE rtr�F..�" fl rd.Sa:dxtT Ai'rRf=•':uS3 r: '• `. - alas -. ..0 €ie'�s!�r a«�e.r•�}rP��: � �ata�a�' �. .€a•° .'Nk � .16#`raP<q kV`r•t€ddti l�.^9 ,,r4 ,e pd,rtt .r �,a�'f![, ..�.4::.rx :_= Lst�.€'+'�'r�''3!ra[§ ,"�" Mtw�`z.,rl §.aaa-r•.rk s�a�< r � a',+k':'� , � N«.�:,«'�'�:kaR to�rrsr: ^a^ Ngx. >: €::zairRza a•a a.a e�..��:1�1Ft4€' a€,.•aa eai�L�r.�a. tl+Rin awr r+ .ka€a'w r,.3•s�rek. '+'a ,Me 3.3Rsaar Tem vi r.w.?�='li; a•r +:ver r:a+} '*3�e�"€m��tr<.•§final: 4 .e4elYdPP �11ti.:a.y: � ' �} •�+� §��'� �...r } ,aam:3; �: r Phase 1/Stage 1/2 Level Two Environmental Site Assessment 1429 Osgood Street-North Andover,MA May 10,2010 HYDROTERRA UHRONMENTAL SFRI17CES Ash 3-8 3.6.2 Soil Sampling Results Table 3 summarizes the results of the soil samples collected from the test borings drilled on the Subject Property. The complete laboratory report for this samplingis included in AppendixD. As shown on Table 3,no chemicals sampled for in Subject Property soils (VOCs,RCRA Metals, and TPH)were detected above Massachusetts Continency Plan(MCP)Reportable Concentrations 310 CMR 40.0360 through 40.0369310 for the soil samples collected. 3.6.3 Groundwater Sampling Results P g Table 4 summarizes the results of the groundwater sampling of the three onsite monitoring wells. The complete laboratory report for this sampling is included in Appendix D. No VOCs,RCRA metals, or TPHs were detected above MCP Reportable Concentrations310 CMR 40.0360 through 40.0369310 in the groundwater samples collected. Phase l/Stage 1/2 Level Two Environmental Site Assessment 1429 Osgood Street-North Andover,MA May 10,2010 HYDROTERRii F.N6%RONMENTAL SF.RNICES 4-1 4.0 RECORDS REVIEW A computer search of available environmental records, conducted by EDR, and the data collected from the HYDROTERRA review of the local and state files,relating to environmental conditions on the Subject Property and in the immediate vicinity are contained in Appendix C. 4.1 EDRDatabase Search Results Target sites identified during the search are shown on Figure 7. The following table summarizes the number and type of sites which were identified in EDR's report. IDR DATABASES EARCH SUMMARY Database Search Radius 1/8-1/4 miles 1/4-1/2 miles State Hazardous Waste 1.0 miles 4 8 RCRA Gen 0.25 miles 1 NR Facility/EPA Sites Dry Cleaners 0.25 miles 2 NR LeakingUSTs 0.5 miles 0 2 RegUSTs/ASTs 0.5 miles 1 NR Landfill Sites 0.5 miles 1 0 MAS ill Sites 1.0 miles 4 9 Note: NR=No Records State Hazardous Waste and MA Release Sites: The State hazardous waste site data was obtained from the MA Release Sites and the MA CERCLIS List. These sites have the potential to effect environmental conditions on the Subject Property. As shown on Figure 7 and described in the EDR report in Appendix C, four(4) state waste sites and four(4)release sites were listed within 1/4 mile of the Subject Property. It is HYDROTERRA's opinion,based upon the location and proximity to the Subject Property,these sites do not represent a possible risk to the Subject Property. Phase 1/Stage 1/2 Level Two Environmental Site Assessment - 1429 Osgood Street-North Andover,MA May 10,2010 HYDROTERRA F,NI7ROMWENTiI1,SF.RI7CES 4-2 RCRIS: The Resource Conservation and Recovery Act database includes selected information on sites that generate,store,treat,or dispose of hazardous waste as defined by the Act. One(1)RCRA hazardous waste generator was identified within 1/4 mile of the Subject Property (see Figure 7 and the EDR report in Appendix C). It is HYDROTERRA's opinion,based upon distance away from the Subject Property and topography these sites do not represent a possible risk to the Subject Property if a release were to occur. US T/LUS T:A List of Underground Storage Tanks was obtained fromthe M ADEP. These sites have the potential to effect environmental conditions on the Subject Property. One(1)Underground Storage Tank(UST)and no Leaking Underground Storage Tank(LUST) sites were listed within 1/4 mile of the Subject Property (see Figure 7 and the EDR report in Appendix Q. It is HYDROTERRA's opinion,based upon distance away from the Subject Property and topography, the registered USTs identified represent little or no risk to the environmental conditions on the Subject Property. Dry Cleaners: A List of dry cleaners was obtained from the MADEP. These sites have the p otential to effect environmental conditions on the Subject Property. No dry cleaners were identified within 1/4 mile of the Subject Property. S olid Waste/Landfill Sites:A List of Solid Waste Disposal Site Storage Tanks was obtained from the MADEP. These sites have the potential to effect environmental conditions on the Subject Property. One(1)Landfill Site was listed within 1/4 mile of the Subject Property (see Figure 7 and the EDR report in Appendix Q. It is HYDROTERRA's opinion,based upon distance away from the Subject Property and topography, the landfill represents little or no risk to the environmental conditions on the Subject Property. Phase I/Stage 1/2 Level Two Environmental Site Assessment 1429 Osgood Street-North Andover,MA May 10,20 10 HYDROTERRA F.NURONMENTAL SERVICES 5-1 5.0 CONCLUSIONS AND RECOMMENDATIONS HYDROTERRA Environmental Services LLC (HYDROTERRA) was contracted by Mr. Justin Belliveau, Esq. of Windover Development,LLC to conduct a Phase 1,Stages land 2,Environmental Site Assessment ESA at the property located at 1429 Osgood Street in North Andover, (ESA) p p Y 1� Massachusetts. The ESA included a records review and database file search,a reconnaissance of the Subject Property Area, a limited subsurface investigation(including test boring and monitoring well installations, soil and groundwater sampling and well survey) and ESA evaluation and reporting. 5.1 Summary of Findings The data collected, and observations made duringthis assessment,in conjunction with site files and records collected and reviewed during this ESA of the Subject Property, located at 1429 Osgood Street in North Andover, Massachusetts indicates that limited past releases of oil or hazardous materials did occur at the property but at this time no further actions under federal or state law at the Subject Property are necessary. The following environmental observations are made regarding the 1429 Osgood Street property: • The Subject Property consists of approximately 1.99 acres of land occupied by a single building structure as described on the Town ofNorth Andover,MA Assessors Listing as Map 34 Lot 20; • One concrete brick frame, slab concrete foundation buildingis located on the Subject Property lot. It was reportedly built in the 1970s; • The Subject Property building is currently vacant and records indicate that it has not been occupied since 2000; • The current owner of record for the Subject Property is Technical Training Foundation Trust. The property has been unoccupied and not actively used since 2000. From 1970 to 2000 MRC Realty,was listed as the property owner and the property was utilized between 1972 - 2000,as a manufacturing/precision machining facility for electronic metal components for radar and microwave devices; • Site reconnaissance of the property during this ESA did not indicate any significant surficial staining or stress vegetation around the outside of the Subject Property building and adjacent land; Phase I/Stage 1/2 Level Two Environmental Site Assessment - 1429 Osgood Street-North Andover,MA May 10,2010 HYHROTERRA F_NIQRONINEA'TAL SF.RIgCES � 5-2 • Formerly three septic leachfields and a dry well were located on the Subject Property. Currently the prop erty is serviced with Town of North Andover water and is heated with an oil fire burner; • Groundwater was encountered at depths of 1 to3 feet below ground surface on the Subject Property. Local groundwater flow across the Subject Property is expected to be to the northwest. The Subject Property is not a zone of contribution/recharge for a water supply well. No areas of critical environmental concerns, such as fish habitats or threatened or endangered species were mapped within 500 feet of the Subject Property; • No significant storage of chemicals or hazardous materials was observed on the Subject Property duringthis investigation. Historical data indicates that hazardous materials storage areas existed both within and immediately outside of the property building.The chemicals stored were associated with the machining of electronic metal components for radar and microwave devices; • No visual indication of underground storage tanks (USTs)(such as vent pipes or manhole tank covers) was observed on the property. No Subject Property UST records were available at the North Andover Fire Dep artment.Two 275-gallon above ground storage tanks (ASTs) containing No. 2 fuel oil were identified inside the southeast interior corner of the Subject Property building; • File review data indicated several local sites on state and federal environmental databases. Based upon distance away from the Subject Property and topography, these sites are not believed to represent a potential risk to the environmental conditions on the Subject Property; In 1985,the owner of the Subject Property received a Notice of Responsibility from the Commonwealth of Massachusetts concerning the release of hazardous materials into the soils and groundwater via dry well discharges. An LSP Evaluation Opinion concerning the release was submitted on May 9,1995.The LSP opinion indicated that a reportable release had or may have occurred at the site, but that response actions completed prior to the date of the opinion meet the requirements of a Response Action Outcome; Phase 1/Stage 1/2 Level Two Environmental Site Assessment - 1429 Osgood Street-North Andover,MA May 10,2010 1 HYDROTERRA ENI MONMENTAL SERVICES 5-3 • No sources of PCBs were observed inside or directly outside of the Subject Property building. No asbestos appearing insulation was observed, however no testing for ACMs was performed duringthis ESA. No testing for lead, asbestos or PCBs in building materials was performed during this ESA; • Subsurface soil samples collected from the Subject Property borings indicated that Volatile Organic Compounds (VOCs),Total Petroleum Hydrocarbons (TPHs)and RCRA metals were below laboratory detection limits and below MCP Reportable Concentrations (S1-RCs); • No RCRA metals, VOCs, or TPHs were detected above MA - MCP Reportable Concentrations (GW-1 RC) in the groundwater samples collected from the Subject Prop erty. The following environmental recommendations are made regarding current environmental conditions at the 1429 Osgood Street Street property: • Remove any miscellaneous debris,old unused equipment and damaged wooden sheds from the Subject Property building and outside property; • Maintain proper security and inspection of the Subject Property to prevent any future disp osal and dump ing of any hazardous materials on the exterior lot and within the storage building and • Decommission, and close the damaged former industrial water supply well. Phase I/Stage 1/2 Level Two Environmental Site Assessment - 1429 Osgood Street-North Andover,MA May 10,2010 HYDROTERRA ENVIRONMENTAL SER117CES 6-1 f 6.0 LIMITATIONS This assessment was restricted to a property inspection, and records review. A limited subsurface investigation was performed under this ESA. Limited soil, and groundwater sampling, as described in this report was conducted. No air or building materials environmental testingwas conducted. No asbestos or lead paint sam lin was performed durin this ESA.No representations or warranties are made concerning the nature or quality of the air,building material or any other substance on the property, other than the visual observations, as stated in this report. Inre re arin this ort HYDROTERRA has relied upon certain verbal information and p p g p p representations provided by government and property employees, and documents provided by the property owner and/or manager. Except as discussed, HYDROTERRA did not attempt to independently verify the accuracy or completeness of that information,but did not detect any inconsistency or omission of a nature that might call into question the validity of any of it. To the extent that the conclusions in this report are based in whole or in part on such information, they are contingent on its validity. HYDROTERRA assumes no responsibility for any consequence arising from any information or condition that was concealed,withheld, misrepresented, or otherwise not fully disclosed or available to HYDROTERRA. This assessment has been undertaken and performed in a professional manner, in accordance with generally accepted practices,using the degree of skill and care ordinarily exercised by reputable environmental consultants under similar circumstances. No other warranty, express or implied, is made. This report has been prepared for the use of Justin Belliveau, Esq. of Windover Development, LLC . No other person or organization is entitled to rely upon any part of it without the prior written consent of Mr. Justin Belliveau,Esq. of Windover Development,LLC. Any of the intended recipients may release all or part(s)of this report to third parties;however, such third party in using or relying on this report agrees that it shall have no legal recourse against HYDROTERRA or its parent or subsidiaries, and shall indemnify and defend them from and against all claims arising out of or in conjunction with such use or reliance. Phase I/Stage 1/2 Level Two Environmental Site Assessment - 1429 Osgood Street-North Andover,MA May 10,2010 HYDROTERRA F.NHRONMENTAL SF.RI7CES Phase I/Stage 1/2 Level Two Environmental Site Assessment 1429 Osgood Street-Nonh Andover,MA May 10,2010 HYDROTERRA ENVIRONMENTAL SF.RVICES TABLES Phase I/Stage 1/2 Level Two Environmental Site Assessment 1429 Osgood Street-North Andover,MA May 10,2010 TABLE 3 SOIL SAMPLING SUMMARY 1429 Osgood Street North Andover, MA LOCATION HT-1-HT-5 SOIL 1 HT-6 SOIL SOIL 1 SAMPLING DATE Reportable Method 1 Risk 09-APR-10 09-APR-10 09-APR-10 LAB SAMPLE ID Concentration Standards L1005242-01 L1005242-02 L1005242-09 RCS-1-08 S-1-GW2/3 Units General ChemXstry r t N Solids,Total % 86 78 85 a Arsenic,Total 20 20 mg/kg 11 7.1 4.2 3.6 Barium,Total 1000 1000 mg/kg 16 11 11 Cadmium,Total 2 2 mg/kg <0.43 <0.47 <0.43 Chromium,Total 30 30 mg/kg 22 12 9 Lead,Total 300 300 mg/kg 7.3 10 7.3 Mercury,Total 20 20 mg/kg <0.08 <0.09 <0.08 Selenium,Total 400 400 mg/kg <2.2 <2.3 <2.1 Silver,Total 100 100 mg/kg <0.43 <0.47 <0.43 CP fro atile©rganresb 5035$rgl BDL BDL mg/kg BDL BDL NA Petroleum;iyd�dcarbb uantitatio„ TPH 1000 1000 mg/kg NA <42.3 NA Notes: <= less then laboratory detection limit NA= Not analyzed BDL= all chemical parameters VOCs analyzed were below laboratory detection limit HYDROTERRA Environmental Services TABLE 4 GROUNDWATER SAMPLING SUMMARY 1429 Osgood Street North Andover, MA LOCATION HT-1 HT-2 HT-3 HT-4 HT-5 HT-6 SAMPLING DATE Reportable Method 1 Risk 09-APR-10 09-APR-10 09-APR-10 09-APR-10 09-APR-10 09-APR-10 LAB SAMPLE ID Concentration Standards L1005242-03 L1005242-04 L1005242-05 L1005242-06 L1005242-07 L1005242-08 RCGW-I-08 GW-2/3 Units MCS'Total lVletals ' NA NA NA Arsenic,Total 0.01 900 mg/l <0.005 0.005 <0.005 Barium,Total 2 50000 mg/I <0.01 0.018 <0.01 Cadmium,Total 0.004 4 m9/1 <0.004 <0.004 <0.004 Chromium,Total 0.1 300 mg/l <0.01 <0.01 <0.01 Lead,Total 0.01 10 mg/1 <0.01 <0.01 <0.01 Mercury,Total 0.002 20 mg/l <0.0002 <0.0002 <0.0002 Selenium,Total 0.05 100 mg/l <0.01 <0.01 <0.01. Silver,Total 0.007 7 mg/l <0.007 <0.007 <0.007 &i $ ol Y ebrn�cs � NA BDL BDL NA BDL BDL Y 4— rho, ua fats n TPH 5 5,000 To <0.5 NA <0.588 <0.521 <0.518 <0.5 Notes: <=less then laboratory detection limit NA=not analyzed BDL=all chemical parameters VOCs analyzed were below laboratory detection limit HYDROTERRA Environmental Services HYDROTERRA F_NI'MONMENTAL SERI7CES FIGURES Phase 1/Stage 1/2 Level Two Environmental Site Assessment 1429 Osgood Street-Noah Andover,MA May 10,2010 071°07.5000'W 071°07.00 0'W 071°X06.5000'W I , 071° 6 0000'W r �r - " >. z 00 .0.50 Miles F SUBJECT ." P RO P E RT) z z :: A z } o x o o o co , fir v 04 1 - E . Q z � � � � k � z o � o o o 16°W 1 tt�� 1 1 , 0 1°67 j506 'W� 1 1 01°67 .1006 W 1 1 1 1 ( 1 11 0 1°X06.5060' X X � � 1 1 071°66.0060'W Name:LAWRENCE Location: 042°43.6626'N 071'06.7194'W Date:5/2/2010 Caption:FIGURE 1 SUBJECT PROPERTY LOCATION Scale: 1 inch equals 1000 feet Copyright(C)1998,Maptech,Inc. FIGURE 2 Subject Property Abutting 8 h 368A 10 38511A Property Sketch AAA Travel HYDROTERRA Environmental Services Agency Sketch based upon Town of North Andover 7 Tax Map 34 and HYDROTERRA Windshield 6.09A - Survey 4/1/10 Legends Open Undeveloped Gynmastic 1-2-A 52 Woods N Shell Gasoline 18 A 9 Peter Breen 2.11 A Service Station 25 Landscape North Andover 1.48A Company Police Station 16 Open Open Undeveloped Orchard Hill 1.88A Lots Fields 26 25 199oA 4.044 - 3.46 A °' 89, SUBJECT .193. - PROPERTY Open Undeveloped Fields 160' _ 334, Barker Farms ais , %. 11"Is Pooaso Open Fields/Woods Holt Street Landfill Buffer Area 167. 299, 30 125 1.15A 13 24829S Lawrence Airport 43 Property 43560S Open Fields/Woods Landfill Buffer Area Open Field 53 Airport Buffer Area 1.38P 15 i FIGURE 3 UPJa2 Sub ect Property Sketch ' " I 35x,93• -11 PETAINiNG WAL�TYP�_ UP3A1 — Fqo EO W/2 RISERS 3 HT-1 MW-5 O HT 2 Former Industrial Water Supply Well r A—aF eR°xcN Former D Well ®"5 L^T�11 Bir co"c Pa�t-.ucNr �' APBON ��o SHED PAO Former Waste UNC,, p rrAe Former. i`iFormer Hazardous sNEo \ Oil Streage Soo- a ecv Leachfield Waste Storage Area 0 t' Former Spray =o HT-3 TK, _. _1 Painting Vapor Booth ry W¢ 4 Degreaser y rrrANsArea ormer AC ea, field ce CLEC I. _ WO Box Non-PCB conic PAOI c°Nc BLocK Elec Transformer y 3 l MW-6 � g MW-4 aim COT AREA= ! `^ 1.96tACRES T � 1 �1 O BRICK LRAFFI l I 11 AREA OF BROKEN BlT CONC.IAV&ICI k Former tt HT-4 _ Loachfietd L HT-6 h'E °N� ___._- _._..... o1c g �•�\\. oq MW-3 CONC.BLOCK 2,275-gal OHeating Oil ASTs MW-1 O 0 HT-5 sa. HT- HYDROTERRA Monitorig Well 4/01/2010 AREA OF BROKEN AND vccrrATEo MW Bi NEET Monitorig Well r.caNc PAVEucNr O10/1995(currently mostly destroyed) S-1 HYDROTERRA Hand Auger Soil Boring 4/2010 Sketch based upon Merridian Associates Site Plan,12/2009, NEET Site Sketch 10/1995 and HYDROTERRA Site Observations 4/2010 GRAPHIC SCALE SCALE1''=20' FEET 20 o ro zo ao Bo Y� METERS o 5 I 20 JO HYDROTERRA Environmental Services C;r.j.n d i.nE, Storage e� � . taral e Area t_.... -- Wood Ship , Metal Saw Pain y oo 'inishin �� R°° �a � Area '�° Chemical + � en � Rinse Water 3ev Grinding Treatment , Treatment p Room v & Storage cim Area Mrd Drills Lathe Flange Area. ' Iridite c��;l �, ,4 Storage Sao & Area Milling a g -a Brite tm t m +� illiri. ic �cn Dip Fx1 � g > E -R pair ..; > Repair Steam caustic Cleaning (� Dip j a, Flex Waveguide o y ___ _ I N cin c Dip Eng. ' At',g roma r zin lntenna Eng. xu, c4 Test Eng. Test as Air �.H Lab Lab Lab Lab Compressor � Office 0 � I1 uc�o ' .. Drag ° Brazing_ __�_� Cafeteria Room Cd BEng. Test Lab Office Men's Ladies -- w �, ( IRoom Room 0f ff, o u L _ _J " �--C.— -7 .omputie u Reception 4 �Inspect'on & Presid(nt Off, )raf tin.. Lobby rr .ntran.c St � Shipping/ Offices Evacuation Route Rk Receiving Employee Loading Congregate Doc Q.C. Crib Area Stg Bonde � Fire ,Alarm BUILDING LAYOUT Box CNC Bridgeport Milling MICROtvAvE EN!C1NEERING CORPORATION Approx. Scale 1" = 40' ------------- FIGURE 4 Waveguide Forming Former Operational Building Layout ENTRANT. (from Osgood Street) FIGURE 6 REGIONAL GROUNDWATER FLOW w ! j ._ iY 3 � �..._..,,� 1 y ,,•, �-' / rte'^"'""+ J fil If At - f i LAWRENCE y c s t r � f € `•,�._a`'�y �'.,..: � ; Fd"^,...... ,/ �� ;t �{1,/t Cv\s ��I sttt �� ,✓ 314 � $ � � .w--� S ��r�..r� F j F . /j Courity8oundary 0 114 1/2 1 Mims V Major Roads {4r Contour Dries Groundwater Flow Directktn [jM Potmftlly Productive Aquifers Airports c - Indetwminsts Grounc mWr Flow at Location Not Potentiatly Productive Aquifers @ Earthquake eploonter,Richter 5 or greater �y Groundwater Flow Variss at Locadorn DEP Approved Zone He Water Wells EPA Designated Sol*Src.Aq. } Public Water Suppy Wells Cluster of Multiple loons SITE NAME: 1429 Osood Street ADDRESS: 1429 Osgood .Street North Andover MA 01845 HYDROTERRA Environmental Services LATILONG. 42.7264171.1119 r4WigM*2W08K In 02010T&Ma Rot 07MV, FIGURE 7 SITE DATA SEARCH MAP i fjk : f Tawt property a ttts sI * Sites at elevations Npher than WNMMMMMNNNWNNMNf or equal to She target property = Indian Reservations 8IA Areas of Grlticai • gates at elevations lower than I Oil&Gas plpel'mss Environrnenw Concern the target property lwyear f ood zone ► Manufactured Gas pants M-year Rood zone s Sensitive Receptors National wetland InventoryNational PrWty Ust Sites Dept.Defense Sites SITE NAME: 1429 Osood Street ADDRESS: 1429 Osgood S#eet HYDROTERRA Environmental Services North Andover MA 01M L.AVLONG: 42.7261171.1118 � c� �egta naoxatar� �.�urrmax. CONSTRUCTION CONTROL AFFIDAVIT PROJECT LOCATION: 1429 Osgood Street,North Andover,MA I PROJECT NAME: 1429 Osgood Street Renovation NATURE OF PROJECT: Renovate existing office space,demolish wood framed portions of the building,remainder of building will be unoccupied ARCHITECT: DMS design, Ilc ADDRESS: 100 Cummings Center, Suite 424G,Beverly,MA 01915 TELEPHONE: 978-578-5748 In accordance with Section 110.0 and 116.0 of the Massachusetts State Building Code,I,Daniel M. Skolski,Registration No.20038,being a registered professional Architect,hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning,ARCHITECTURAL Plans,for the above named project and that,to the best of my knowledge,such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,all accepted engineering practices and applicable laws and ordinances for the proposed use and occupancy.I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for the building permit,and approval for conformance to the design concept. Review and approval of the quality control procedures for all code required controlled materials. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix G. Pursuant to Section 116.2.2,I shall submit periodically,_daily,_weekly,or —X_other periods (specify)Weekly during framing and drywall,Bi-weekly during the remainder of the project progress reports together with pertinent comments to the Boston Inspectional Services Department. Upon comple ' n of the work,Architect, shall submit final affidavits as to the satisfactory completion and readiness of t e project for occupancy. Signature Then personally appeared the above named � and made oath that the above statement by him is true. B fore.Me - !_ MICHAEL OBRIEN NOTARY PUBLIC F� COMMONWEALTH OF MASSACHUSETTS MY Comm.Expires Jan.17,2014 The Commonwealth ®f Massachusetts Department of Fire Services Office of the State l=ire Marshal P.O.Box 1025 Sote Road,Stow,NIA 01775 PERMITDate: t "-�s' North Andover Date: { Safe Num er City of Town) (If Applicable) Dig In accordance with the provisions of M.G.L14 8 Chapter JjQ as provided in section t2 - CMR 34 / /T Start Date This Permit is granted to: f/�g, �n�(—��U�17 0 ZZ Full name of person,Firm or Corporation Perrnissionto locate dumpster for construction/renovation/demolition of building Comments: dumpster must be . 25 ' from structure if unable to place with required Restrictions:clear.ance dumpster must be covered with plywood or tarp end of work -day at Vw (Give location by street and no.,or dost such manner a rovied egyate�' entification of location) Fee Paid$ 50.00 �•al:ds Fire Chief This Permit will expire'0000�� ( 1 ignature o oEU granting perrnit) OBical grantingpemut (Title) I 1�" _+ TECHNICAL TRAINING FOUNDATION 1665 GREAT POND ROAD NORTH ANDOVER,MA 01845 July 30, 2010 Gerald Brown North Andover Building Department 1600 Osgood St. North Andover,MA 01845 Re: Letter of Intended Use at 1 429 Osgood Street,North Andover,MA 0 1 845 Dear Mr,Brown: This letter is to identify the intended use for the property at 1429 Osgood St.North Andover,MA 01845. The property is owned by the Technical Training Foundation 1665 Great Pond Rd.,North Andover,MA 01845. The intended use of the property is to create 1,856 square feet of occupied office space with new mechanical and electrical systems for three employees. The remaining 19,000 square feet of shell space will be unoccupied. Sincerely, Technical Training Foundation Suzanne ri (Trustee) r 'f SND COVER CONSTRUCTION WHERE TEAMWORK BUILDS RESULTS August 12, 2010 Suzanne Wright Technical Training Foundation 1665 Great Pond Rd. North Andover, MA 01845 Re: 1429 Osgood Street Dear Suzanne: This letter confirms our agreement to do the selective renovation of the above building per the attached scope of work. Project Description The scope of this project includes removal of the wood structures around the building, gutting the building to the structure and fitting out approx. 1,850 square feet of office �/� t0 space with two bathrooms. l0, Contract Documents This agreement is based on the following documents: Gr` • Permit drawings prepared by DMS design dated August 6, 2010' • Windover Assumptions and Qualifications dated August 10, 2010 • Windover Construction Project Schedule dated August 8, 2010 , • Windover summary cost estimate dated August 8 , 2010 Project Cost The project cost is $ 407,223.00. A preliminary breakdown of this cost is attached in the summary estimate dated August 8, 2010. Windover will perform this project on a cost plus a fixed fee basis with a Guaranteed Maximum Price(GMP) of$ 407,223.00. The fee for construction management services shall be fixed at$36,621.00. Allowable project costs will be as defined in the AIA 201 except that reasonable project management expenses incurred for work performed at our home office and directly related to this project will be considered allowable project costs. General Contractor Liability Insurance will be billed at 1.2% of the project cost and considered a cost of the work. Builders Risk insurance is to be provided by the Technical Training Foundation. i i Technical Training Foundation August 12, 2010 Page 2 of 3 Cost Savings The final cost of the project is defined as the sum of the allowable project costs plus the fixed construction management fee. One hundred percent(1000 ) of any savings (difference between the final cost and the GMP)will be retu o the Technical Training Foundation. Project Schedule Initial investigation work began on this project on February 26, 2010. Based on a building permit being issued by the City on August 23, 2010 the project will be substantially complete and ready for use by October 15th, 2010. Payment Terms A schedule of values will be prepared and approved by the Technical Training Foundation prior to the first billing. Windover will requisition for periodic payments on a monthly basis based on percent complete of each trade in the schedule of values. Requisitions for payment will be submitted on the I"day of each month and due on the 15h of the same month. Prior to submitting the final payment, Windover will prepare a report of all costs to date with backup as required by the Technical Training Foundation. Any savings as described above will be credited back via change order. 5% retainage will be held on each payment for the first 50% of the project after which no additional retainage shall be withheld. Retainage will become due and payable with the final requisition with the exception that the Technical Training Foundation may elect to withhold a value of 150% of any outstanding punch-list items. Retainage may be reduced at any time with the consent of both parties. Changes in the Work Any changes in the scope of work and approved by the Technical TrainingFoundation will adjust this agreement by change order. For any increase in the scope of the project with a corresponding increase in construction costs, the construction manager's fee shall be adjusted by 10% of the cost of the change. For any decreases in the scope of the work, the construction manager's fee will remain unchanged. Any design costs associated with any changes will be billed on a time and expense basis and considered as cost of the work. Thank you for the opportunity to work with you on this project. We are proud to have been selected to perform another project for you and the Technical Training Foundation and look forward to a rewarding working relationship for many years to come. Technical Training Foundation August 12, 2010 Page 3 of 3 I Please sign and return a copy of this agreement at your earliest convenience. Sincerely, WINDOVER CONSTRUCTION, INC Mark Malmquist Executive Vice President Agreed by: Date: Suzanne Wright Trustee Technical Training Foundation Encl. CC: Charlie Mann Brenden Gilmore �r A S S 0 C 1 A T E S I N C 3 LIMITED HAZARDOUS MATERIAL SURVEY 1429 OSGOOD STREET NORTH ANDOVER,MASSACHUSETTS PREPARED FOR: WINDOVER CONSTRUCTION 13 ELM STREET MANCHESTER,MASSACHUSETTS 01944 PREPARED BY: ATC ASSOCIATES,INC. 600 WEST CUMMINGS PARK,SUITE 5500 WOBURN MASSACHUSETTS 01801 ATC PROJECT NUMBER 060.39952.0001 MARCH 19,2010 TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY......................................................................................i 1.1 Asbestos.................................................................................................................i 1.2 Lead Containing Paint Determination.....................................................................i 1.3 PCB-Containing Electrical Equipment/Light Ballast and OHM Survey.................ii 1.4 Limitations............................................................................................................ii 2.0 ASBESTOS CONTAINING MATERIALS SURVEY..........................................1 2.1 Sampling Methodology.........................................................................................1 2.2 Asbestos-Containing Materials..............................................................................2 Table 1: Summary of Identified Asbestos-Containing Materials....................................2 Table 2: Cost Estimates for Removal of Identified Asbestos-Containing Materials........2 Table 3: Summary of Non-ACM Materials...................................................................3 2.3 Analytical Method.................................................................................................3 2.4 Consideration for Hidden Materials.......................................................................3 2.5 Recommendations.................................................................................................4 3.0 LEAD-CONTAINING PAINT DETERMINATION.............................................5 3.1 Summary of Findings............................................................................................5 3.2 Regulatory Implications and Regulations...............................................................5 Table 4 Lead Paint Testing Results by XRF ..................................................................6 4.0 PCB and Mercury Materials Survey......................................................................8 4.1 Objective 4.2 Scope of Work.......................................................................................................8 4.3 Results...................................................................................................................8 4.3.1 Fluorescent Light Ballasts................................................................................9 4.3.2 Fluorescent Light Bulbs/Tubes ........................................................................9 4.3.3 Other Potential PCB-Containing Equipment....................................................9 4.3.4 Mercury-Containing Electrical Equipment.....................................................10 4.3.5 Other Hazardous Materials ............................................................................10 4.3.6 Storage Tanks................................................................................................10 4.4 Access Limitations..............................................................................................11 4.5 Conclusions.........................................................................................................11 APPENDIX A ASBESTOS ANALYTICAL RESULTS APPENDIX B PCB MATERIAL SUMMARY TABLE Windover Construction March 19, 2010 Limited Hazardous Materials Survey 1429 Osizood Street,North Andover, MA 1.0 EXECUTIVE SUMMARY ATC Associates Inc. (ATC) of Woburn, Massachusetts was retained by Windover Construction to perform a Hazardous Materials Inspection of the vacant industrial/warehouse buildings located at 1429 Osgood Street, North Andover, Massachusetts. The limited survey included an inspection of accessible building sections, common areas, offices, mechanical rooms and storage rooms to determine the presence of Asbestos Containing Material(ACM), Lead Containing Paint(LCP),and Other Hazardous Materials(OHM). 1.1 Asbestos Section 2.0 discusses the asbestos-containing materials (ACM) survey and sampling methodology. This survey involved a visual inspection, bulk sampling and inventory of suspect ACMs, including locating, quantifying and assessing the condition of the identified ACM. The asbestos survey was performed by Massachusetts Division of Occupational Safety (DOS) certified Asbestos Inspector Mr. Robert Verdi (AI-021621), on March 5, 2010. A total of sixty one (61) samples of suspect ACM were collected, with forty three (43) analyzed to determine asbestos content. The remaining eighteen (18) samples were not analyzed but are considered ACM since the samples are homogeneous to other samples that were analyzed and determined to be ACM. The ATC inspector performed both the visual inspection and bulk sampling in the building according to methods outlined in the U.S. Environmental Protection Agency (EPA) guidance document titled, "Guidance for Controlling Asbestos-Containing Materials in Buildings" (Document No. 560/5-85-024). Please find the ProScience Analytical Services, Inc. Polarized Light Microscopy(PLM)bulk sample results included as Appendix A. The estimated cost to remove all identified ACM is approximately$66,000. Note that the cost estimate does not include the cost of asbestos project monitoring services which typically add approximately 10% -20%to the cost of abatement. 1.2 Lead Containing Paint Determination ATC performed a visual inspection of representative painted surfaces buildings to note areas where damage was present. Testing of damaged surfaces was performed to determine the lead content in the existing paint. The lead determination was performed by Mr. Harold Springer, a Massachusetts licensed Lead Inspector/Risk Assessor(license#M 3041). The testing was performed using an X-Ray Fluorescence(XRF) Analyzer— RMD LPA-1. Results of the lead determination indicate that damaged paint containing lead is present on various plaster ceilings and walls, wood, metal door frames and structural steel components. Results of the lead testing ranged from <0.0 mg/cm2 to 0.4 mg/cm2. Damaged paint in occupied areas that contains higher concentrations of lead could be repaired when financially feasible. Since the building is not considered a residential facility, lead abatement is not required under state/federal regulations, unless a daycare facility is present. Note that contractors performing work in the buildings where the painted surfaces will be impacted must comply with the Occupational Safety and Health Administration (OSHA) 29 CFR 1926.62 Lead in Construction. Additional waste disposal requirements is ma apply in accordance with EPA and MA DEP regulations. Table 111, found in Section 3.2 presents the findings of ATC's lead determination. ATC Project No. 060.39952.0001 Page i Windover Construction March 19, 2010 Limited Hazardous Materials Survey 1429 Osgood Street,North Andover, MA 1.3 PCB-Containing Electrical Equipment/Light Ballast and OHM Survey On March 5, 2010 ATC performed a hazardous materials survey within accessible areas of the structures designated for demolition/renovation located at 1429 Osgood Street, North Andover, Massachusetts. The structure included in the scope of work consists of a vacant warehouse/manufacturing area and vacant office spaces. The building is reportedly scheduled for demolition and/or renovation. The survey was performed by Mr. Madan Vlahovich. The objective of the hazardous materials survey was to evaluate the presence of polychlorinated biphenyl (PCB)-containing ballasts and electrical equipment, mercury-containing electrical and building components, and other potential hazardous materials including large chemical containers, refrigerants, and aboveground storage tanks that are integral components of the building that will require removal and disposal/recycling prior to the proposed demolition and/or renovation activities. Note that electrical cabinets containing electrical switches, breakers, and other electrical equipment were located in the Property building. Due to safety and logistical reasons, the cabinets were not opened during the OHM survey. However, there are typically no hazardous materials or components containing hazardous materials located within these types of electrical cabinets. Various fluorescent light ballasts,fluorescent light bulbs/tubes,mercury containing thermostats,rechargeable batteries, fire extinguishers,motors/pumps with lubricating oil, a transformer,an emergency generator,air conditioning compressors,and above-ground storage tanks were observed within the surveyed areas.The inspection and results are discussed in Section 4.0.This survey is representative only of items present as of the date of the survey. The total estimated cost for transport and disposal of the identified items is$13,308.00 as detailed in the table in Appendix B. Care should be taken when handling the inventoried materials. The materials should be disposed in accordance with applicable local, state,and/or federal regulations. 1.4 Limitations Our professional services have been performed, our findings obtained and our recommendations prepared in accordance with customary principles and practices in the field of environmental science and engineering. This statement is in lieu of other statements either expressed or implied. This report does not warrant against future operations or conditions, nor does it warrant against operations or conditions present of a type or at a location not investigated. Environmental evaluations are limited in the sense that conclusions and recommendations are developed and information obtained from limited research and secondary sources. Except as set forth in this report, ATC has made independent investigations as to the accuracy or completeness of the information derived from the secondary sources and personal interviews and has presumed that such information was accurate and complete. This report is intended for the sole use of Windover Construction The scope of services performed in execution of this evaluation may not be appropriate to satisfy the needs of other users, and use or re-use of this document or the findings, conclusions, or recommendations is at risk of said user. ATC Project No. 060.39952.0001 Page ii Windover Construction March 19, 2010 Limited Hazardous Materials Survey 1429 Osgood Street,North Andover, MA CERTIFICATION OF RESULTS This report has been prepared for the exclusive use of Windover Construction. Photocopying of this document by parties other than those designated by the Client, or use of this document for purposes other than it is intended, is prohibited. Respectfully submitted this 19"'day of March, 2010. ATC ASSOCIATES,INC. Yl'�- Z-vu� Lorri Brown Technical Assistant r. Robert Verdi Project Manager ATC Project No. 060.39952.0001 Page iii Windover Construction March 19,2010 Limited Hazardous Materials Survey 1429 Osgood Street,North Andover,MA 2.0 ASBESTOS CONTAINING MATERIALS SURVEY 2.1 Sampling Methodology The survey was performed by an EPA-accredited and Massachusetts DOS certified Asbestos Inspector on March 5, 2010. Bulk samples, representing individual homogenous areas of suspect materials, were collected in a randomly distributed manner, in accordance with the EPA methods outlined below where feasible. Building materials exist in the form of thermal systems insulation(TSI), surfacing materials and miscellaneous materials. The following generally illustrates the sampling strategy employed by ATC where feasible: (a) Surfacing materials—In a randomly distributed manner, collect bulk samples of surfacing materials,representative of each homogeneous area,and not assumed to be ACM. (1) Collect at least three bulk samples from each homogeneous area that is less than or equal to 1,000 ft2. (2) Collect at least five bulk samples from each homogeneous area that is greater than 1,000 ft2,but less than or equal to 5,000 ft2. (3) Collect at least seven bulk samples from each homogeneous area that is greater than 5,000 ft2. (b) Thermal systems insulation. (1) In a randomly distributed manner, collect at a minimum, three bulk samples of thermals systems insulation material representative of each homogeneous area, and not assumed to be ACM. (2) Collect, at a minimum, one bulk sample of patched thermal systems insulation, representative of each homogeneous area, and not assumed to be ACM, providing the section of patch was less than 6 linear or square feet. (3) Collect, at a minimum, three representative bulk samples of each insulated mechanical system not assumed to be ACM, including, but not limited to cementitious material used on pipe fittings such as tees, elbows or valves. Representative sampling was conducted in a manner sufficient as to identify whether each homogeneous area is either asbestos or non-asbestos containing. (4) Bulk samples are not required to be collected from any homogeneous area where the accredited asbestos inspector has determined that the thermal systems insulation is a non-suspect material (i.e. fiberglass, foam glass, rubber or any other non-ACM). (c) Miscellaneous materials — Collect, at a minimum, two representative bulk samples of each miscellaneous material not assumed to be ACM, including but not limited to ceiling tiles, floor tiles, associated floor mastic, etc. Representative sampling was conducted in a manner sufficient as to identify whether each homogeneous area is either asbestos or non- asbestos containing. ATC Project No. 060.39952.0001 1 Windover Construction March 19, 2010 Limited Hazardous Materials Survey 1429 Osgood Street,North Andover M 2.2 Asbestos-Containing Materials ATC conducted the asbestos survey of all interior and exterior areas that may be impacted by the planned renovation project. Appropriate efforts were made in representative areas of the building, to identify multiple layers of flooring systems, as well as any suspect materials located within wall cavities, chases, plenums and above suspended ceiling systems. Note that ATC did not disassemble mechanical equipment or electrical gear that may have suspect ACM internal components, or perform an inspection below grade on foundation walls. The following table presents a list of the identified, confirmed ACM at 1429 Osgood Street located in North Andover Massachusetts. Note that an ACM is defined by the US EPA as any material or product containing more than one percent asbestos by weight, or one percent or greater according to the Massachusetts DEP. Table 1: Summary of Identified Asbestos-Containing Materials 1429 Osgood Street North Andover,Massachusetts Material Location(s) Estimated Condition Result Quantity 12"x 12"Floor Throughout 22,000 SF Fair 10% Chrysotile Tile and Associated Black Mastic The following table presents cost estimates for removal of the identified ACMs. Table 2: Cost Estimates for Removal of Identified Asbestos-Containing Materials 1429 Osgood Street North Andover,Massachusetts .. Total Material Estimated'.Quantity Unit Cost Estimated ti Cost, 12"x 12"Floor Tile and Black Mastic 22,000 SF $3.00 $66,000.00 Total Estimated Cost for Removal of All ACMs: $66,000.00 ATC Project No. 060.39952.0001 2 Windover Construction March 19, 2010 Limited Hazardous Materials Survey 1429 Osgood Street North Andover MA The following table lists the suspect materials identified that were sampled and determined to be non- ACM. Table 3: Summary of Non-ACM Materials 1429 Osgood Street North Andover,Massachusetts Material Location (s),,. Gypsum Board Throughout Joint Compound Throughout 2' x 4' Ceiling Tile Office Area Yellow Cove Base Mastic Office Area Ceramic Tile Grout Bathroom Ceramic Tile Mastic Bathroom Roofing Paper er Wooden Roof Rubber Roof Sealant Main Roof Roofing Tar/Paper Main Roof 2.3 Analytical Method Bulk samples of suspect materials were analyzed by ProScience Analytical Services, Inc., of Woburn, Massachusetts (ProScience) using the EPA approved method (EPA/600R-93/116) for polarized light microscopy with dispersion staining (PLM/DS), using the visual estimation technique for asbestos quantification. By using the PLM/DS method, a trained microscopist is able to identify and distinguish between asbestos group minerals and other fibrous materials such as cellulose (paper), mineral (rock), wood or glass fiber. The quantity of each of these substances is estimated on a weight basis and recorded as a percentage. Only the asbestos content, if any, is recorded in the bulk sample `Report of Analysis' (Appendix A). If a material contains greater than or equal to 1% asbestos in Massachusetts, it is considered to be asbestos-containing material. Upon client request, or at the recommendation of the analyst, the `Point Counting Method' may be used to verify the presence/absence of asbestos when a sample contains less than 10%asbestos by visual estimate. ProScience is certified by Massachusetts DOS (certification#AA 000 156)to perform all types of asbestos analysis. ProScience, is also accredited by the EPA National Voluntary Laboratory Accreditation Program (NVLAP). The PLM/DS analytical method is modeled after 40 CFR Part 763, Subpart F, Appendix A: "Interim Method for the Determination of Asbestos in Bulk Insulation Samples." 2.4 Consideration for Hidden Materials ATC did not perform exploratory demolition of chases, plenums, exterior wall cavities and below grade on the foundation, in an attempt to identify hidden ACM. Additional suspect materials may be present in these or other inaccessible areas,hidden areas,within mechanical equipment, etc.,that were not identified during the time of the survey. ATC recommends that if a suspect material has not been positively identified, but is similar in mode of occurrence or physical properties as other identified ACM, it should be considered asbestos-containing. Only through further sampling and analysis should a suspect material be identified as non-asbestos. ATC Project No. 060.39952.0001 3 Windover Construction March 19, 2010 Limited Hazardous Materials Survey 1429 Osgood Street North Andover MA 3.0 LEAD-CONTAINING PAINT DETERMINATION ATC performed a visual inspection of representative interior and exterior painted surfaces for evidence of damaged paint. Based on the visual inspection, a lead determination was performed on the damaged painted surfaces in the building. The lead determination was performed by Mr. Harold Springer, a Massachusetts licensed Lead Inspector/Risk Assessor (license # M 3041). The lead paint testing was performed using an X-Ray Fluorescence (XRF) Analyzer — RMD LPA-1 in accordance with the manufacturer's guidelines. 3.1 Summary of Findings Table 4 presents the results of the lead determination that was performed in the building. Results of the lead determination indicate that lead is present on various damaged painted surfaces and ranged in content from-0.0 to 0.4 mg/cm2. The surfaces with the highest lead content are generally window and door components. If the Facility wishes to prep these surfaces for repainting/refinishing, then the contractor performing this work must comply with OSHA's Lead in Construction Standard. Unless a daycare is resent at the Facility, lead Y p Y� abatement is not required. 3.2 Regulatory Implications and Regulations The implications of LCP existing in a non-residential building are related to the need to impact these painted surfaces during the renovation/demolition processes. The Occupational Safety and Health Administration (OSHA) does not acknowledge any quantitative threshold for a lead-based paint. Paint with a detectable amount of lead, regardless of the level, is recognized as a lead-containing paint. The possible exposure hazard to workers impacting these coasted surfaces should be assessed and contractors and their employees must adhere to OSHA Lead in Construction standard found at 29 CFR 1926.62. Although OSHA does no recognize negative XRF results as proof that paint does not contain lead, the use of XRF is an efficient real time screening technique for identifying lead-containing paints. To comply with OSHA requirements, a negative XRF result would have to be confirmed by other approved methods. Positive XRF results do not need to be confirmed. Regardless of analytical results, OSHA still requires that personal exposure monitoring be conducted when appropriate to determine lead exposure, even for zero results as determined p ed by any method. To fully comply with EPA regulations, sampling of demolition debris waste streams may be required, depending on the requirements of the receiving facility. ATC Project No. 060.39952.0001 5 Windover Construction March 19, 2010 Limited Hazardous Materials Survey 1429 Osgood Street,North Andover, MA OSHA recognizes that construction type work on surfaces coated with lead-containing paint has a potential to expose workers to hazardous levels of lead and requires that appropriate safety and health measures be followed as stated in 29 CFR 1926.62. OSHA states that until the employer performs an exposure assessment and documents that employees are not exposed above the permissible exposure limit (PEL) of greater than 50 micrograms per cubic meter (µg/m3) of air, the employer must treat employees as if they were exposed above the PEL for the following operations: • Manual renovation and demolition of structures,manual scraping, manual sanding and use of heat gun where lead-containing coatings or paints are present; • Abrasive blasting; • Power tool cleaning; • Lead burning; • Using lead-containing mortar or spray painting with lead-containing paint; • Abrasive blasting, rivet blasting or welding, cutting or burning on any structure where lead- containing coatings or paint are present; • Cleanup activities where dry expendable abrasives are used; and • Any other task the employer believes may cause an excess of the PEL. Work precautions include providing respiratory protection, protective work clothing and equipment, change areas,hand washing facilities,biological monitoring and training until an exposure assessment has determined that the work activity will result in an exposure below the PEL. Additional requirements under this standard include a written compliance program as well as record keeping. Table 4 Lead Paint Testing Results by XRF 1429 Osgood Street,North Andover,MA Area/Roorn` Substrate Color XRF Results Interior Warehouse Space Wall Cinderblock White -0.1 Wall Brick White 0.1 Wall Gypsum White -0.2 Doors Metal White 0.3 Door Casing Metal White -0.1 Door Jamb Metal White 0.2 Structural Column Metal White 0.4 Structural Column Metal Brown 0.1 Structural Beam Wood White 0.3 Baseboard Wood White -0.2 Office Space ATC Project No. 060.39952.0001 6 Windover Construction March 19, 2010 Limited Hazardous Materials Survey 1429 Osgood Street,North Andover,MA Area/Room Substrate Color XRF Results Wall Gypsum White 0.1 Doors Wood Stained 0.0 Door Casing Wood Stained -0.0 Door Jamb Wood Stained -0.2 Bath Wall Gypsum White 0.2 Ceiling Gypsum White -0.1 Door Wood Stained 0.2 Door Casing Wood Stained -0.3 Door Jamb Wood Stained 0.0 Exterior Wall Cinderblock Brown 0.0 Wall Wood White 0.1 Wall Wood Red 0.4 Loading Dock Door Metal White 0.1 Windows Metal Brown 0.0 ATC Project No. 060.39952.0001 7 Windover Construction March 19,2010 Limited Hazardous Materials Survey 1429 Osgood Street,North Andover MA 4.0 PCB and Mercury Materials Survey A hazardous materials survey was conducted on March 5, 2010 by Mr. Madan Vlahovich of ATC. The survey consisted of an inspection of accessible portions of the Site,which included all of the Site building consisting of a vacant warehouse/manufacturing area and vacant office spaces. 4.1 Objective The objective of the hazardous materials survey was to evaluate the presence of polychlorinated biphenyl (PCB) containing ballasts and electrical equipment, mercury-containing electrical and building components, and other potential hazardous materials including large chemical containers, refrigerants, and aboveground storage tanks that are integral components of the building, which may require disposal as part of the future renovation or demolition of the building. 4.2 Scope of Work During the survey inspection, each accessible room/area was inspected for the presence of hazardous materials that will need to be properly disposed prior to renovation or demolition. Any inaccessible areas are noted in Section 4.4. The survey included containers of chemicals and built-in, integral building fixtures/appliances that could contain hazardous materials (such as refrigerant-containing air conditioners, PCB-containing transformers mercury-containing g fluorescent light bulbs). Any hazardous materials in containers or potential hazardous materials in building fixtures/appliances found during the survey were inspected and the contents,volume, condition, quantity, and area location were noted. The survey did not include hazardous materials associated with underground structures, underground tanks, oil/water separators,or materials behind finished walls/ceilings/floors of the surveyed areas. 4.3 Results A comprehensive list of potentially hazardous materials or items suspected to contain hazardous materials, as observed during the survey, is included in the table in Appendix B. A summary of the estimated costs associated with disposal of containers of hazardous materials or items suspected to contain hazardous materials is also included in the table in Appendix B. Certain white goods observed during the survey are not suspected to contain hazardous materials, such as fluorescent light fixtures (without ballasts). In addition, certain electrical components such as resistors, capacitors, and small dry-type transformers do not contain large quantities of liquid hazardous materials but do contain some metals such as lead and cadmium and therefore their recycling is encouraged by government agencies. These types of electrical components are present in minor quantities. Larger white goods and electrical components should be recycled per applicable local, state, and federal regulations. ATC Project No. 060.39952.0001 8 Windover Construction March 19, 2010 Limited Hazardous Materials Survey 1429 Osgood Street,North Andover, MA In some instances, ATC may not have been able to determine whether certain building components contained hazardous materials. In situations such as these, ATC has taken a conservative approach and assumed that the items do contain hazardous materials. A summary of several main categories of items containing hazardous materials is included in the following subsections. 4.3.1 Fluorescent Light Ballasts Fluorescent light fixture ballasts manufactured prior to 1979 may contain small quantities of PCBs. Recently manufactured fluorescent light ballasts do not contain PCBs and those manufactured between 1978 and 1998 were required to have "No PCBs" labels. Light ballasts that do not have "No PCBs" labels, unless known to be manufactured since 1998, should be treated as PCB-containing and handled/disposed of accordingly. Alternatively for light ballasts that do not have"No PCBs" labels, the manufacturer may sometimes be contacted to ascertain the presence of PCBs. ATC visually inventoried fluorescent light fixtures at the Site. The ballasts of representative fluorescent light fixtures within the surveyed areas were inspected, when accessible. "Representative" light fixtures were identified based on their similarity in shape, size, construction, and appearance to other fixtures within the same area. The results of the fluorescent light ballast inspections are included in the table in Appendix B. ATC inspected several representative light ballasts and observed "No PCBs" labels on the inspected light ballasts. No inspected ballasts were observed to be leaking at the time of the survey. 4.3.2 Fluorescent Light Bulbs/Tubes Fluorescent light 1 t contain g bulbs/tubes bs/ubes co tan small amounts of mercury, and therefore must be properly handled/disposed and/or recycled. An inventory of fluorescent light bulbs in the buildings was conducted. The bulbs were observed in-use in light fixtures as well as in storage boxes or loose. The result of the fluorescent light bulb inventory is included in the table in Appendix B. 4.3.3 Other Potential PCB-Containing Equipment Electrical cabinets containing electrical switches, breakers, and other electrical equipment were located in various closets and areas in the inspected areas. Due to safety and logistical reasons, the cabinets were not opened during the hazardous material survey. However,there are typically no hazardous materials or components containing hazardous materials located within these types of common small electrical cabinets. A large electrical transformer was observed on the north exterior side of the building. Dielectric fluid used in transformers prior to 1978 often contained PCBs. Based on the assumed age of the building; the Site transformer could contain dielectric fluid with PCBs. No labeling was observed ATC Project No. 060.39952.0001 9 Windover Construction March 19,2010 Limited Hazardous Materials Survey 1429 Osgood Street,North Andover, MA on the transformer to indicate ownership or PCB content. However, it is likely that the transformer is owned by the local electrical utility company, who would typically be responsible for maintenance and repair of the transformer. While removal and/or replacement of the transformer would most likely be paid for by the electrical utility, ATC has nonetheless included an estimated cost for disposal of the transformer in the table in Appendix B. The results of the other PCB-containing equipment inspections are included in the table in Appendix B. 4.3.4 Mercury-Containing Electrical Equipment Thermostats, thermometers, and pressure gauges sometimes contain mercury. In addition, mercury- containing switches were sometimes used on older heating boilers. Due to the non-destructive nature of ATC's inspection, thermostats/switches were not always dismantled during the survey. The covers of certain thermostats/switches that could be removed without significant effort were removed and the thermostat/switch inspected for the presence of mercury. Mercury-containing equipment such as thermostats and switches are inventoried in the table in Appendix B. 4.3.5 Other Hazardous Materials Various containers of hazardous materials (such as paint, cleaners, etc.), along with pieces of equipment or building components that could potentially contain hazardous materials, were observed during the survey. Any air conditioning compressors and window-mounted AC units observed during the survey are assumed to contain refrigerants such as freon or halon that needs to be drained and recycled before the units themselves can be disposed of as solid waste. Most rechargeable batteries were found in active emergency lighting fixtures, or emergency exit signs. Five stand-alone rechargeable batteries were observed stored in Area 8. One children's battery powered toy vehicle was observed in Area 8 as well, and likely contains a rechargeable battery. The inventory of other hazardous materials is provided in the table in Appendix B. 4.3.6 Storage Tanks Two aboveground storage tanks were observed at the rear of the main building. The tanks were approximately 500-gallons in size and were between one-quarter and half full based on gauges on the tanks. There was a small to moderate amount of oil staining on the concrete underneath the tanks. The use of these ASTs is presumed to be associated with a heating system for the building ATC Project No. 060.39952.0001 10 Windover Construction March 19, 2010 Limited Hazardous Materials Survey 1429 Osgood Street,North Andover,MA Potential underground storage tanks (USTs)were not included in the survey. The inventory of storage tanks is provided in the table in Appendix B. Note that all storage tanks are listed in the {G miscellaneous itemsff section at the bottom of each table. 4.4 Access Limitations There were no inaccessible spaces in the surveyed buildings. ATC's inspection did not include 4.5 Conclusions Various fluorescent light ballasts, fluorescent light bulbs/tubes, fire extinguishers, rechargeable batteries, thermostats containing mercury, motors/pumps with lubricating oil, a transformer, an emergency generator, air conditioning compressors, above-ground storage tanks, and miscellaneous items were observed within the surveyed areas. Some materials and items may have been moved since the survey took place or may be moved in the future from the locations where they were observed. This survey is representative only of items present as of the date of the survey. Care should be taken when handling the inventoried materials. The materials should be disposed of in accordance with applicable local, state, and/or federal regulations. The total estimated cost for transport and disposal of the items identified in the table in Appendix B is$13,308.00 as detailed in the table in Appendix B. The costs provided are estimates only and a specific waste characterization may need to be completed for each item containing hazardous materials before final waste disposal costs can be determined. ATC Project No. 060.39952.0001 � 11 Windover Construction March 19, 2010 Limited Hazardous Materials Survey 1429 Osgood Street,North Andover,MA APPENDIX A BULK SAMPLE ANALYSIS RESULTS BY PLM ATC Project No. 060.39952.0001 \ ProScience Analytical Services, Inc Lord Brown March 13, 2010 ATC Associates, Inc., Woburn 600 West Cummings Park, Suite 5500 Woburn, MA 01801 Dear Lord Brown, The enclosed analytical results have been obtained by using the EPA/600/R-93/116 method. The "Visual Estimate"quantitative method is generally used for determining the percentage of asbestos and other components of the sample. "The Point Counting" method may also be used upon client request or at the analyst discretion. The Point Count method is usually recommended when the sample contains less than 10%asbestos by Visual estimate.Asbestos content less than 1% is recorded on the report as TR (trace). The Quality Control data related to the samples analyzed is available upon client's written request. ProScience Analytical Services Inc., assumes no responsibility for potential sample contamination that may have occurred during the sample collection process or erroneous data provided by the client. The enclosed results may not be used under any circumstances as product endorsement by any US government agency including NIST/NVLAP. All Laboratory records are retained for at least three years unless otherwise directed in writing by the client. The actual samples are retained for a period of two months and written request is necessary in order to be retained for a longer period of time..All analytical results and records are considered strictly confidential and will not be released under any circumstances to anyone except the actual client. The analytical results included in this report apply only to the items tested. If you have any questions please contact the Laboratory Manager or the Laboratory Director. Sincerely, Valerica Stanca, Optical Asbestos Manager Adrian Stanca, Laboratory Director Enclosure: Version 2 LAB BATCH ID: B 67796 CLIENT PROJECT ID: 060.39942.0001 Client Ref: 1429 Osqood St.. North Andover, MA NVLAP Lab Code 200090-0; CT ID#PH-0209; MA ID#AA000156; ME ID#LB-055; ME ID#LA-056; AIHA ID# 102754; VT ID#AL016876; PH ID#218(TEM,PLM); RI ID# 186. 22 Cummings Park- Woburn, Massachusetts- 01801 -Phone(781)935-3212 -Fax(781)932-4857 ProScience Analytical Services, Inc Client#: 44 Batch: B 67796 Client Project: 060.39942.0001 Date Sampled: N/A Client Reference: 1429 Osgood St.,North Andover,MA Date Received: 3/10/2010 Client Name: ATC Associates,Inc.,Woburn Date Analyzed: 3/11/2010 Method: EPA/600/R-93/116 Date of Report: 3/13/2010 ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN I OTH NON 13744614 01A White Q 0 0 0 0 0 0 0 0 0 0 0 1Q0 Description: 12"x12"White with Tan Floor Tile Location: N/A Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO I ACT I TRE ANT FBG MNW CEL HAR SYN OTH I NON B744615 0113 White 0 0 0--1 0 1 0 1 0 0 1 0 1 0 1 0 0 0 1 100 Description: 12"xl2"White with Tan Floor Tile Location: N/A Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON ASBESTOS LAB ID Field ID Color CHR An CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON 13744616 01C White 0 0 0 0 0 0 0 1 0 0 0 0 1 0 100 Description: 12"x12"White with Tan Floor Tile Location: N/A Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744617 01D White 0 0 0 0 1 0 0 0 0 0 0 0 0 100 Description: 12"x12"White with Tan Floor Tile Location: N/A Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NDN-ASBESTOS LAB ID Field ID JColor CHR AMO CRO ACT TRE ANT FBG NJNW CEL HAR SYN OTH NON B744618 01E White 0 0 0 0 0 0 0 0 0 1 0 0 0 100 Description: 12"x12"White with Tan Floor Tile Location: N/A Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBGM CEL HAR SYN OTH NON B744619 01F White 0 0 0 0 0 0 00 0 0 1 0 1 100 Description: 12"x12"White with Tan Floor Tile Location: N/A Comments: Is asbestos present?No. Analyzed: Yes Page 1 of 11 ProScience Analytical Services, Inc Client#: 44 Batch: B 67796 Client Project: 060.39942.0001 Date Sampled: N/A Client Reference: 1429 Osgood St.,North Andover,MA Date Received: 3/10/2010 Client Name: ATC Associates,Inc.,Woburn Date Analyzed: 3/11/2010 Method: EPA/600/R-93/116 Date of Report: 3/13/2010 ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CROpol TRE ANT FBG MNW CEL HAR SYN OTH NON B744620 01G White 0 0 00 0 1 0 1 0 1 0 1 0 1 0 10 100 Description: 12"x12"White with Tan Floor Tile Location: N/A Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO I ACT TRE ANT FBG MNW CEL = SYN OTH I NON B744621 02A Black 10 0 0-1 0 0 0 0 1 0 0 0 1 0 0 1 90 Description: Black Mastic Associated with 12"x12"White with Tan Floor Tile Location: N/A --.— Comments: Is asbestos present?Yes. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR I AMO I CRO I ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744622 02B J 1 0 1 0 F 0 0 0 0 0 0 0 0 0 0 0 Description: Black Mastic Associated with 12"x12"White with Tan Floor Tile Location: N/A Comments: Is asbestos present?No. Analyzed: No ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744623 02C 0 0 0 0 0 0 0 0 0 0 0 0 0 Description:Black Mastic Associated with 12"x12"White with Tan Floor Tile Location: N/A Comments: Is asbestos present?No. Analyzed: No ASBESTOS NON-ASBESTOS LAB ID Field W Color1010101010-t-0 , 0 CHR AMO CRO ACT TRE ANT FBG M14W CEL L4HAR SYN OTH NON B744624 02D 0 0 0 0 0 0 Description: Black Mastic Associated with 12"x12"White with Tan Floor Tile Location: N/A Comments: Is asbestos present?No. Analyzed: No ASBESTOS NON-ASBESTOS LAB ID Field H) Color CHR AMO CRO r77 TRE ANT FBG I MNW CEL HAR I SYN OTH NON B744625 02E 0 0 0 0 0 0 0 0 0 0 T 0 0 0 Description: Black Mastic Associated with 12"xt2"White with Tan Floor Tile Location: N/A Comments: Is asbestos present?No. Analyzed: No Page 2 of 11 ProScience Analytical Services, Inc Client#: 44 Batch: B 67796 Client Project: 060.39942.0001 Date Sampled: N/A Client Reference: 1429 Osgood St.,North Andover,MA Date Received: 3/10/2010 Client Name: ATC Associates,Inc.,Woburn Date Analyzed: 3/11/2010 Method: EPA/600/R-93/116 Date of Report: 3/13/2010 ASBESTOS NON ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744626 02G 0 0 0 0 0 0 0 1 0 0 1 0 1 0 1 0 0 Description: Black Mastic Associated with 12"x12"White with Tan Floor Tile Location: N/A Comments: Is asbestos present?No. Analyzed: No ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744627 03A Tan 10 0 0 0 0 0 0 0 0 0 0 0 90 Description: 12"x12"Beige Floor Tile —Location:--- Comments: ocation:—Comments: Is asbestos present?Yes. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744628 03B 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 Description: 12"xl2"Beige Floor Tile Location: N/A Comments: Is asbestos present?No. Analyzed: No ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744629 03C 0 0 0 0 0 0 0 0 0 0 0 0 0 Description: 12"x12"Beige Floor Tile Location: N/A Comments: Is asbestos present?No. Analyzed: No ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744630 03D 0 0 0 0 0 0 0 0 0 0 0 0 1 0 Description: 12"x12"Beige Floor Tile Location: N/A Comments: Is asbestos present?No. Analyzed: No ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR L SYN I OTH NON B744631 03E 0 0 0 Q 0 0 0 1 0 1 0 0 0 1 0 0 Description: 12"xl2"Beige Floor Tile Location: N/A Comments: Is asbestos present?No. Analyzed: No Page 3 of 11 ProScience Analytical Services, Inc Client#: 44 Batch: B 67796 Client Project: 060.39942.0001 Date Sampled: N/A Client Reference: 1429 Osgood St.,North Andover,MA Date Received: 3/10/2010 Client Name: ATC Associates,Inc.,Woburn Date Analyzed: 3/11/2010 Method: EPA/600/R-93/116 Date of Report: 3/13/2010 ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANTFBG MNW CEL HAR SYN OTH NON B744632 03F 0 0 0 0 0 0 0 0 0 0 0 0 0 Description: I2"x12"Beige Floor Tile Location: N/A Comments: Is asbestos present?No. Analyzed: No ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO M TRE ANT FBG MNW CEL HAR SYN OTH NON B744633 03G 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Description: 12"x12"Beige Floor Tile Location: N/A Comments: Is asbestos present?No. Analyzed: No ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TILE ANT FBG IVINW CEL HAR SYN OTH NON B744634 04A Black 10 0 0 0 0 0 0 0 0 0 0 0 90 Description:Black Mastic Associated with 12"x12"Beige Floor Tile Location: N/A Comments: is asbestos present?Yes. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744635 048 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 Description:Black Mastic Associated with 12"x12"Beige Floor Tile Location: N/A Comments: Is asbestos present?No. Analyzed: No ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO I ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744636 04C 0 0 0 _1 0 1 0 1 0 0 1 0 0 0 0 0 0 Description: Black Mastic Associated with 12"x12"Beige Floor Tile Location: N/A Comments: Is asbestos present?No. Analyzed: No ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744637 04D 0 0 0 0 0 0 0 0 0 0 0 0 0 Description: Black Mastic Associated with 12"x12"Beige Floor Tile Location: N/A Comments: Is asbestos present?No. Analyzed: No Page 4 of 11 ProScience Analytical Services Inc Client#: 44 Batch: B 67796 Client Project: 060.39942.0001 Date Sampled: N/A Client Reference: 1429 Osgood St.,North Andover,MA Date Received: 3/10/2010 Client Name: ATC Associates,Inc.,Woburn Date Analyzed: 3/11/2010 Method: EPA/600/R-93/116 Date of Report: 3/13/2010 ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744638 04E 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 Description: BIack Mastic Associated with 12"x12"Beige Floor Tile Location: N/A Comments: is asbestos present?No. Analyzed: No ASBESTOS NON ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG I MNW I CEL HAR I SYN OTH NON B744639 04F 0 0 0 0 1 0 1 0 0 1 0 1 0 0 1 0 0 0 Description: Black Mastic Associated with 12"x12"Beige Floor Tile Location: N/A _ _ _... _..._.__....--- - -- --.—..._.. ------ Comments: Is asbestos present?No. Analyzed: No ASBESTOS NON ASBESTOS LAB ID Field ID Color CHR AMO CRO I ACT TRE ANT FBG ML HAR SYN OTH NON B744640 04G 0 0 0 0 0 0 0 0 1 0 0 0 0 0 Description: Black Mastic Associated with 12'x12"Beige Floor Tile Location: N/A Comments: Is asbestos present?No. Analyzed: No ASBESTOS NON-ASBESTOS LAB ID Field 1D Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH [NON 13744641 05A MI.Ch. 0 0 0 0 0 0 0 0 5 0 0 0 1 95 Description: Gypsum Board Location: N/A Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744642 05B Mi.Clrs. 0 0 0 0 0 0 0 0 5 0 0 J0 95 Description: Gypsum Board Location: N/A Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB IID Field ID Color CHR AMO CRO ACT TRE ANT FBG CEL I HAR I SYN 6TH NON B744643 05C MI.Clrs. 0 0 0 0 0 0 0 0 10 0 10 0 90 Description:Gypsum Board Location: N/A Comments: Is asbestos present?No. Analyzed: Yes Page 5 of 11 ProScience Analytical Services, Inc Client#: 44 Batch: 687796 Client Project: 060.39942.0001 Date Sampled: N/A Client Reference: 1429 Osgood St.,North Andover,MA Date Received: 3/10/2010 Client Name: ATC Associates, Inc.,Woburn Date Analyzed: 3/11/2010 Method: EPA/600/R-93/116 Date of Report: 3/13/2010 ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO= I ANT FBG MNW CEL I HAR I SYN I OTH I NON B744644 051) MI.Clrs. 0 0 0 1 0 1 0 10 0 0 5 0 0 0 95 Description: Gypsum Board Location: N/A Comments: is asbestos present?No. Analyzed: Yes ASBESTOS NON ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN Out NON B744645 05E IMI.Cirs.1 0 0 0 0 0 0 1 0 1 0 1 10 1 0 1 0 1 0 1 90 Description:Gypsum Board Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744646 05F White 0 0 0 0 0 0 0 0 5 0 0 0 95 Description:Gypsum Board Location: N/A Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMOCRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON 8744647 05G White 0 0 0 0 0 0 0 0 5 0 0 0 95 Description:Gypsum Board Location: N/A Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR I AMO I CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON 8744648 O6A White 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1 100 Description:Joint Compound Location: N/A Comments: is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO I CRO I ACT TRE ANT FBG MNW CEL HAR SYN OTH NON 8744649 06B White 0 0 0 0 0 0 0 0 0 0 0 0 100 Description:Joint Compound Location: N/A Comments: Is asbestos present?No. Analyzed: Yes Page 6 of 11 it ProScience Analytical Services, Inc Client#: 44 Batch: B 67796 Client Project: 060.39942.0001 Date Sampled: N/A Client Reference: 1429 Osgood St.,North Andover,MA Date Received: 3/10/2010 Client Name: ATC Associates, Inc.,Woburn Date Analyzed: 3/11/2010 Method: EPA/600/R-93/116 Date of Report: 3/13/2010 ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL BAR SYN OTH NO B744650 06C White 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 100 Description:Joint Compound Location: N/A Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744651 06D White 0 0 0 0 0 0 0 0 0 0 0 0 100 Description:Joint Compound -. Location: N/A Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ALT TRE ANT FBG MW CEL I RAR I SYN OTH NON B74465206E White 0 0 0 0 0 0 0 0 0 0 0 0 100 Description:Joint Compound Location: N/A Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE I ANT FBG MNW CEL HAR I SYN I OT-HJ NON B744653 I 06F White 0 0 0 1 0 1 0 0 0 0 0 1 0 0 1 0 100 Description:Joint Compound Location: N/A Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field R) Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR I SYN OTH NON B744654 06G White 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 100 Description: Joint Compound Location: N/A Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB H) Field ID Color CHRAMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744655 07A MI.Ctrs. 0 0 0 0 0 0 0 25 50 0 0 0 25 Description: Tx4'Ceiling Tile Location: N/A Comments: is asbestos present?No. Analyzed: Yes Page 7 of 11 ProSc ence Analytical Services, Inc Client#: 44 Batch: B 67796 Client Project: 060.39942.0001 Date Sampled: N/A Client Reference: 1429 Osgood St.,North Andover,MA Date Received: 3/10/2010 Client Name: ATC Associates,Inc.,Woburn Date Analyzed: 3/11/2010 Method: EPA/600/R-93/116 Date of Report: 3/13/2010 ASBESTOS NON-ASBESTOS LAB ID Field H) Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH J.NON B744656 07B Mi.Ctrs. 0 0 0 1 0 0 0 0 25 50 0 0 0 25 Description:2'x4'Ceiling Tile Location: N/A Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CROACT 2!oq ANT FBG MNW CEL HAR SYN OTH NON B744657 07C IMI.Cirs.1 0 Q 0 0 0 1 0 1 25 1 50 1 0 1 0 1 0 1 25 Description: 2'x4'Ceiling Tile btat!07r: 1/A .. ...... __ ............ _.._............. ............ _. Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH ON B744658 08A Yellow 0 0 0 0 0 0 0 0 0 0 0 0 100 Description: Yellow Cove Base Mastic Location: N/A Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field H) Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744659 08B Yellow 0 0 0 0 0 0 0 0 0 0 0 0 100 Description: Yellow Cove Base Mastic Location: N/A Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ED Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744660 08C Yellow 0 0 0 0 0 0 0 0 0 0 0 0 1 100 Description: Yellow Cove Base Mastic Location: N/A Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN I OTH NON B744661 09A White 0 0 0 0 0 0 0 0 0 0 0 Lo 1 100 Description: Ceramic Tile Grout Location: N/A Comments: Is asbestos present?No. Analyzed: Yes Page 8of11 ProScience Analytical Services, Inc Client#: 44 Batch: B 67796 Client Project: 060.39942.0001 Date Sampled: N/A Client Reference: 1429 Osgood St.,North Andover,MA Date Received: 3/10/2010 Client Name: ATC Associates, Inc.,Woburn Date Analyzed: 3/11/2010 Method: EPA/600/R-93/116 Date of Report: 3/13/2010 ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR I SYN OTH NON B744662 09B White 0 0 0 0 0 0 0 0 0 0 1 0 0 100 Description:Ceramic Tile Grout Location: N/A Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744663 10A Tan 0 0 0 1 0 1 0 0 0 1 0 1 0 1 0 0 1 0 1 100 Description: Ceramic Tile Mastic -L-ocation:.—Nt - Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744664 1013 Tan 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 100 Description: Ceramic Tile Mastic Location: N/A Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG WW CEL HAR SYN 0TH NON B744665 11A Black 0 1 0 10 0 0 0 0 0 1 50 0 1 0 0 50 Description: Roofing Paper Location: Wooden Roof Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744666 1113 Black 0 0 0 0 0 0 0 0_1__50 1 0 1 0 1 0 50 Description: Roofing Paper Location: Wooden Roof Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744667 11C Black 0 0 0 0 0 0 0 0 50 1 0 0 0 1 50 Description: Roofing Paper Location: Wooden Roof Comments: Is asbestos present?No. Analyzed: Yes Page 9 of 11 ProScience Analytical Services, Inc Client#: 44 Batch: B 67796 Client Project: 060.39942.0001 Date Sampled: N/A Client Reference: 1429 Osgood St., North Andover,MA Date Received: 3/10/2010 Client Name: ATC Associates,Inc.,Woburn Date Analyzed: 3/11/2010 Method: EPA/600/R-93/116 Date of Report: 3/13/2010 ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744668 12A Black 0 0 0 0 0 0 0 0 0 0 0 0 100 Description: Rubber Roofing Sealant Location: Main Roof Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ED Color CHR AMO CRO I ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744669 1 128 Black 0-1-0-10-A 0 -01 0 0 0 0 0 0 0 100 Description: Rubber Roofing Sealant t0cation--Nt2-. Ruof-- ---- --- -_. - -- T._........... _ �_._...._..__.. Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ED Color CHR AMO CRO ACP TRE ANT FBG MNW CEL HAR SYN OTH NON B744670 12C Black 0 0 0 0 0 0 0 0 0 0 Q 0 100 Description:Rubber Roofing Sealant Location: Main Roof Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH 110N B744671 13A Black 0 0 0 0 0 0 0 1 0 30 0 0 0 70 Description: Roof Tar/Paper Location: Main Roof Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744672 13B MI.Clrs. 0 Q 0 0 0 0 0 1 0 1 40 1 0 1 0 1 0 60 Description: Roof Tar/Paper Location: Main Roof Comments: Is asbestos present?No. Analyzed: Yes ASBESTOS NON-ASBESTOS LAB H) Field ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON B744673 13C IM=I.Clrs. 0 0 0 0 0 0 0 1 0 40 0 0 1 0 60 Description: Roof Tar/Paper Location: Main Roof Comments: Is asbestos present?No. Analyzed: Yes Page 10 of 11 ProScience Analytical Services, Inc Client#: 44 Batch: B 67796 Client Project: 060.39942.0001 Date Sampled: N/A Client Reference: 1429 Osgood St.,North Andover,MA Date Received: 3/10/2010 Client Name: ATC Associates,Inc.,Woburn Date Analyzed: 3/11/2010 Method: EPA/600/R-931116 Date of Report: 3/13/2010 ASBESTOS NON-ASBESTOS LAB ID Field ID Color CHR AMO CRO ACT TRE ANT FBG I MNW I CEL I HAR I SYN I OTH I NON B744674 2F 6 6 0 0 0 0 0 10 . 1 0 1 0 1 0 1 0 1 0 Description: Black Mastic Associated with 12"x12"White with Tan Floor Tile Location: NIA Comments: Is asbestos present?No. Analyzed: No Asbestos Codes: CHR=Chrysotile AMO=Amosite CRO=Crocidolite ACT=Actinolite TRE=Tremolite ANT=Anthophyllite Non-Asbestos Codes: FBG=Fiberglass MNW=Mineral Wool CEL=Cellulose HAR=Hair SYN=Synthetic OTH=Other NON=Non-Fibrous Minerals *All es lts are in percenta e,c ^ Dan Pine,Analyst Page 11 of 11 ProScience Analytical Services, Inc. ❑ RUSH Page 1 Of 11 PLM Asbestos Chain of Custody Record ATurn around Time Requested LABORATORYIHEADQUARTERS LABORATORY SERVICES ANU 22 Cummings Park,Woburn,MA 01801 683 North Mountain Rd.,Newington,CT 06111 ❑ Same day 24 Hour ❑ 48 Hour ❑ 72 Hour ❑ 5 Days T:781-935-3212 F:781-9324857 T:860-953-1022 F:86�953-1030 Client: ATC Associates Relinquished by/date: Address: 600 West Cummings Park-Suite 5500,Woburn, MIA 01801 Received by/date: Project Site& Number: 1429 Osgood Street, North Andoveq, MA 060.39942.0001 Sample ived: , nalyzed: Phone/FAX Number: 781-932-9400/781-932-6211 Faxed, -mail ,Verbal by/date: �L. Contact: Rob Verdi � � �on rst p sitiv :Yes �o For Lab Use> Batch Number Analyzed b /date: j1'Lt J QC b /date: Stereo Scope Optical Properties I Asbestos Percentage(°10} N Asbestos erten ge(%) Field ID Lab ID Sampled Description/Locatio Q o „ o o y g a o o @ o r U_ date' a a 3< A c m o o o E o U 2 F ti 2 W co m a II t=J U i- Q Q LL U 2 O z r 01A 12"x 12"White with Tan Floor Tile 01B 12"x 12"White with Tan Floor Tile D (� 01C 12"x 12"White With Tan Floor Tile O 01D 12"x 12"White with Tan Floor Tile 0b v 01E 12"x 12"White With Tan Floor Tile 0 r4l 01F 12"x 12"White With Tan Floor Tile A 0 , /v Comments: ProScience Analytical Services, Inc. ❑ RUSH Page 2 Of 11 PLM Asbestos Chain of Custody Record Turn Around Time Requested LABORATORY/HEADQUARTERS LABORATORN SERVICES 22 Cummings Park,Woburn,MA 01801 683 North Mountain Rd.,Ne ngton,CT 06111 [1Same day [124 Hour ❑ 48 Hour ❑ 72 Hour ❑ 5 Days T:781-9353212 F:781-932-4857 T:860-953-1022 F:860F953-1030 Client: ATC Associates Relinquished by/date: Address: 600 West Cummings Park-Suite 5500, Woburn, OA 01801 Received by/date: Project Site& Number: 1429 Osgood Street, North Andover MA 060.39942.0001 Samples received: Analyzed: Phone/FAX Number: 781-932-9400/781-932-6211 F E-mailed,Verbal by/date: Contact: Rob Verdi p on first )Sit e:Yes No For Lab Use> Batch Number Analyzed ri1 / G QC by/date: .� stereo Scope Optical Properties RI Asbestos Percentage(%) Non Asbestos Percentage(%) Field ID 0 o a .m 8 W m 2 m 9o 3Lab ID Sampled Description Location ody o, s E ' odate a LLo ¢ U- v q o z 01G 12"x 12"White with Tan Floor Tile b � Black Mastic Associated with 12"x 12"White 02A /Q with Tan Floor Tile 9 02B Black Mastic Associated with 12"x 2"White l with Tan Floor Tile d 02C Black Mastic Associated with 12"x 2"White with Tan Floor Tile A 02D Black Mastic Associated with 12"x _2"White r with Tan Floor Tile Black Mastic Associated with 12"x 12"White t 02E n with Tan Floor Tile Comments: ProScience Analytical Services, Inc. ❑ RUSH Page 3 Of 1 PLM Asbestos Chain of Custody Record Turn Around Time Requested LABORATORY/HEADQUARTERS LABORATOR SERVICES 22 Cummings Park,Woburn,MA 01801 683 North Mountain Rd.,Nengton,CT 06111 [3Same day ❑ 24 Hour [348 Hour ❑ 72 Hour [15 Days T:781-935-3212 F:781-9324857 T:860-953-1022 F:860 953-1030 Client: ATC Associates 11 Relinquished by/date: Address: 800 West Cummings Park-Suite 5500, Woburn, OA 01801 Received by/date: Project Site&Number: 1429 Osgood Street, North Andoveri MA 080.39942.0001 Samples received: Analyzed: Phone/FAX Number: 781-932-9400/781-932-8211 Faxed,E-mailed,Verbal by/date: Contact: Rob Verdi on fi;71;71,1 :Yes No For Lab Use> Batch Number Analyzed by/ `yrt __ QC by/date: L Stereo Scope Optical Properties I Asbestos Percentage(%) Non Asbestos Percentage(%) Field ID o _op Lab ID Sampled Description/Location at Wv, c' P ' o $ date ° o coU. �0 a U. O coLi .o 02G Black Mastic Associated with 12"x 12"White with Tan Floor Tile i Z' / �s� o 03A 12"x 12" Beige Floor Tile b y � 03B 12"x 12"Beige Floor Tile i i 03C 12"x 12"Beige Floor Tile N t+ 03D 12"x 12"Beige Floor Tile 1� 2� tt 03E 12"x 12"Beige Floor Tile JD Comments: i ProScience Analytical Services, Inc. ❑ RUSH Page 4 Of 11 PLM Asbestos Chain of Custody Record Turn Around Time Requested LABORATORY/HEADQUARTERS LABORATOR 'SERVICES MA 22 Cummings Park,Woburn,MA 01801 683 North Mountain Rd.,Ne ngton,CT 06111 [I Same day ❑ 24 Hour [1 48 Hour [3 72 Hour ❑ 5 Days T:781-935-3212 F:781-932-4857 T:860-953-1022 F:860 953-1030 Client: ATC Associates 1. Relinquished by/date: Address: 600 West Cummings Park-Suite 5500, Woburn, 1 IA 01801 Received by/date: Project Site&Number: 1429 Osgood Street, North Andover MA 060.39942.0001 Samples received: Analyzed: Phone/FAX Number: 781-932-94001781-932-6211 Faxed,E-mailed,Verbal by/date: Contact: Rob Verdi �..--- on;ZZ e:Yes No For Lab Use> Batch Number //,. (/,, Analyze �ctate: X 5 QC 6 /date: J rI stereo Scope optical Properties Rr Asbestos Percentage(%) Non Asbestos Percentage(%) Field ID Wo a E m p Lab ID Sampled Description/Location 0 ` "' Ol N O W m « O INC NE .2 •.J'i- date E Lx m z o o E 0 0 V E xo Hd . zuw 03F 12" z x 12" Beige Floor Tile h n � � 03G 12"x 12" Beige Floor Tile I � i� 04A Black Mastic Associated with 12"x 12"Beige n t j1- 140 Floor Tile 04B Black Mastic Associated with 12"x 12"Beige Floor Tile i 04C Black Mastic Associated with 17'x 12"Beige r Floor Tile 04D Black Mastic Associated with 12"x 1� "Beige 7. Floor Tile Comments: r` ProScience Analytical Services, Inc. ❑ RUSH Page XOf 1 PLM Asbestos Chain of Custody Record Turn Around Time Requested LABORATORY/HEADQUARTERS LABORATORN SERVICES 22 Cummings Park,Woburn,MA 01801 683 North Mountain Rd.,Nevvington,CT 06111 ❑ Same day 24 Hour ❑ 48 Hour 72 Hour ❑ 5 Days T:781-935-3212 F:781-932-4857 T:860-953-1022 F:860,9534030 ❑ [1 Client: ATC Associates IRelinquished by/date: Address: 600 West Cummings Park-Suite 5500 Woburn, 17A 01801 Received by/date: Project Site&Number: 1429 Osgood Street, North Andover;MA 060.39942.0001 Samples received: Analyzed: Phone/FAX Number: 781-932-9400/781-932-6211 Faxed,E-mailed,Verbal by/date: Contact: Rob Verdi eon first p itiv .Yes No For Lab Use> Batch Number 1 Analyze e: - / QC by/date: Stereo Scope optical Properties Al Asbestos Percentage(%) Non Asbestos Percentage(°k) Field ID HC o E o Lab ID Sampled Description/Location �, o W o = �_ h 2 O O O7 O L IL O U date o � _ .21 20 Vp mm a ¢ ¢ LL v x (n o z Black Mastic Associated with 12"x 1I'2"Beige 04E .�� Floor Tile RJ A' 6 Black Mastic Associated with 12"x 12" Beige D`? 04F Floor Tile 6 n � 04G Black Mastic Associated with 12"x 12"Beige L �l Floor Tile N Pf 05A Gypsum Board } p�05B Gypsum Board VT 05C Gypsum Board Comments: ProScience Analytical Services, Inc. ❑ RUSH Page �Of 11 PLM Asbestos Chain of Custody Record Turn Around Time Requested 6JAY , LABORATORY/HEADQUARTERS LABORATORYgg SERVICES MA 22 Cummings Park,Woburn,MA 01801 683 North Mountain Rd.,Now'ngton,CT 06111 ❑ Same day [1 24 Hour ❑ 48 Hour [1 72 Hour ❑ 5 Days T:781-935-3212 F:781-932-4857 T:860-953-1022 F:86953-1030 Client: ATC Associates Relinquished by/date: Address: 600 West Cummings Park-Suite 5500, Woburn, h,A 01801 Received by/date: Project Site&Number. 1429 Osgood Street, North Andover,MA 060.39942.0001 Samples received: Analyzed: Phone/FAX Number: 781-932-9400/781-932-6211 Faxed,E-mailed,Verbal by/date: Contact: Rob Verdi _ o n first p itive: es No For Lab Use> Batch Number ,� ( Analyze�e / U QC by/date: Stereo Scope optical Properties I Asbestos Percentage Non Asbestos Percentage{%) Field ID 0 p di •� >. —0 041 a p duL '� 8 E 1Vhf m Lab IDSampled Description/ a1 am w0 CJ- CL YD L ioiE c •p2date V2 ` E V3 m a ¢ 0 N ii � v x � o z 05D Gypsum Board � IJ 05E Gypsum Board 05F Gypsum Board 05G Gypsum Board b 06A Jonit Compound n � a V �' r 06B Jonit Compound Comments: ProScience Analytical Services, Inc. ❑ RUSH Page )�Of 11 PLM Asbestos Chain of CustodyRecord Turn Around Time Requested LABORATORY/HEADQUARTERS LABORATORY SERVICES 22 Cummings Park,Woburn,MA 01801 683 North Mountain Rd.,Newington,CT 06111 ❑ Same day ❑ 24 Hour ❑ 48 Hour ❑ 72 Hour ❑ 5 Days T:781-935-3212 F:781-932-4857 T:860-953-1022 F:86 53-1030 Client: ATC Associates Relinquished by/date: Address: 600 West Cummings Park-Suite 5500, Woburn, N A 01801 Received by/date: Project Site& Number: 1429 Osgood Street, North Andover,J MA 060.39942.0001 Samples received: Analyzed: Phone/FAX Number: 781-932-9400/781-932-6211 Faxed,E- ailed,Verbal by/date: Contact: Rob Verdi ...---- St p first pos'ive: es No For Lab Use> Batch Number Analyzed by/ ,j / QC b plate: Stereo Scope Optical Properties Asbestos Percentage(%) Non Asbestos Percentage y C Field IDLV s Lab ID Sampled Description Location O �o„ 'm=0 2 I I 1 y Al� 2 oo Ttsm = _ to �OR �date v v x o z � 0106C Jonit Compound�O p d 06D Jonit Compound 06E Jonit Compound 06F Jonit Compound 06G Jonit Compound 07A 2'x 4'Ceiling Tile r, Comments: 401y 1 r-movience i4naiyucai aiervIC@S, inc. ❑ RUSH. Page 'x Of 11 PLM Asbestos Chain of Custody Record Turn Around Time Requested LABORATORY/HEADQUARTERS LABORATORY;SERVICES 22 Cummings Park,Woburn,MA 01801 683 North Mountain Rd.,Ne I�nton,CT 06111 9 El Same day ❑ 24 Hour ❑ 48 Hour ❑ 72 Hour ❑ 5 Days T:781-935-3212 F:781-9324857 T:860-953-1022 F:86 953-1030 Client: ATC Associates Relinquished by/date: Address: 600 West Cummings Park-Suite 5500, Woburn, MA 01801 Received by/date: Project Site& Number: 1429 Osgood Street, North Andover, MA 060.39942.0001 Samples received: Analyzed: Phone/FAX Number: 781-932-9400/781-932-6211 Faxed E-mailed,Verbal by/date. Contact: Rob Verdi on first pbsitiv .Yes No Fori_ab usey Batch Number / Analyzed6;;; — Q QC b /date: bF Stereo scope Optical Properties I Asbestos Percentage(%) Non Asbestos Percentage(%) Field ID 8 E N OD C C N �,' N U P Lab ID Sampled Description/Location : � � O o � i� � � o � L � � � ya a 41 � N y O � W y t date ¢ a o y m ii II o Lr c 07B 2'x 4'Ceiling Tile 2� (° 0 L f�l 7C 2'x 4'Ceiling Tile S� a 08A Yellow Cove Base Mastic 08B Yellow Cove Base Mastic i 08C Yellow Cove Base Mastic 0 09A Ceramic Tile Grout Comments: ProScience Analytical Services, Inc. ❑ RUSH Page ;d 0i PLM Asbestos Chain of Custody Record Turn Around Time Requested LABORATORY/HEADQUARTERS LABORATORY SERVICES 04 22 Cummings Park,Woburn,MA 01801 683 North Mountain Rd.,Nefn ton,CT 06111 9 ❑ Same day [324 Hour [3 48 Hour [3 72 Hour p 5 Days T:781-935-3212 F:781-932-4857 T:860-953-1022 F:8604853-1030 Client: ATC Associates [ Relinquished by/date: Address: 600 West Cummings Park-Suite 5500, Woburn, OA 01801 Received by/date: Project Site&Number: 1429 Osgood Street, North AndoverE MA 060.39942.0001 Samples received: Analyzed: Phone/FAX Number: 781-932-9400/781-932-6211 Faxed,E-mailed,Verbal by/date: Contact: Rob Verdi t on first p sitiv Yes No For tab Use> Batch Number t�/ 2 Analyzed e: � V 6 QC by/date: !�O 7 Stereo Scope optical Properties RI Asbestos Percentage(%) Non Asbestos Percentage(%) Field ID £ B O W o Lab ID Sampled Description Location . o r Ga: y 2o LL date oo o E m y LL z o z 09B Ceramic Tile Grout 6 b 10A Ceramic Tile Mastic a y I 10B Ceramic Tile Mastic n y � . 11A Roofing Paper/Wooden Roof b 5 11B Roofing Paper/Wooden Roof 11C Roofing Paper/Wooden Roof ' 151 1 H64Comments: ProScience Analytical Services, Inc. ❑ RUSH Page of 1 PLM Asbestos Chain of CustodyRecord / Turn Around Time Requested t � LABORATORY/HEADQUARTERS L.ABORATOR SERVICES 22 Cummings Park,Woburn,MA 01801 683 North Mountain Rd.,Ne Ington,CT 06111 ❑ Same day ❑ 24 Hour ❑ 48 Hour ❑ 72 Hour ❑ 5 Days T:781-935-3212 F:781-932-4857 T:860-953-1022 F:860953-1030 Client: ATC Associates ! Relinquished by/date: Address: 600 West Cummings Park-Suite 5500, Woburn, OA 01801 Received by/date: Project Site&Number: 1429 Osgood Street, North Andover].MA 060.39942.0001 Samples received: Analyzed: Phone/FAX Number: 781-932-9400/781-932-6211 Faxed,E-mailed,Verbal by/date: Contact: Rob Verdi �,... on first ositi :Yes No For Lab Use> Batch Number Analyz aTcr te: ,� // l� QC b /d8te. Stereo Scope Optical Properties Rl Asbestos Percentage(%) Nan Asbestos Percentage{%) Field ID y o 0 Lab ID Sampled Description/Location d o W Q " m o 7< < N IU ,G C ,C O dateoo iii O zS Fes- U. �' II 1 d� ci _ - ( o in m a 12A Rubber Roofing Sealant/Main Roof 0 12B Rubber Roofing Sealant/Main Roof /,� �p V 12C Rubber Roofing Sealant/Main Roof b 13A Roof Tar/Paper/Main Roof 13B Roof Tar/Paper/Main Roof 13C Roof Tar/Paper/Main Roof Comments: ProScience Analytical Services, Inc. ❑ RUSH Page Of PLwAsbestos Chain of Custody Record Turn Around Time Requested% 7-1 LAB ORATORY/HEADQUARTERS LABORATOR ;SERVICES 22 Cummings Park,Woburn,MA 01801 683 North Mountain Rd.,h swington,CT 06111 ❑ Same day ❑ 24 Hour ❑ 48 Hour ❑ 72 Hour ❑ 5 Days T:7811-935-3212 F:781-932-4857 T:860-953-1022 F: 60-953-1030 Client:. Relinquished by/date: Address: Received by/date: Project Site& Number: 7. 0S �� Samples received: Analyzed: Phone/FAX Number. Faxed,E-mailed,Verbal by/date: Contact: Stop on first positive:Yes No Fortab Use> Batch Number Analyzed by/date. QC b /date: Stereo Scope optical Properties RI Asbestos Percentage(%} Non Asbestos Percentage(%} o o y Circle Type Field ID N C E y 8 7 Lab ID Sampled Description/Locatio Go m 2 W '2 o 0 o a _= a e 0 7 C O . N N O O U. date a o e. o z o `o, w d ti a m 'ro Ir fi o cg x ►- u_ u�S �, m a` 11 _I c a r- d` ¢ L,- c> x co o z Comments:Birefringence L=less than.010,M=.011-.029,H=greater than.03:Microscope 01 pus BH-2,Serial#circle 1-242277,229027,235000,230663 Laboratory uses the EPA or FLAP point count method as appropriate For complete Information about our services and locations please visit u'at www.proscience.net or call the numbers above. Revised on 4/7/09 ProScience Analytical Services, Inc. ❑ RUSH Page 5 Of PLM Asbestos Chain of Custody Record Turn Around Time Requested LABORATORY/HEADQUARTERS LABORATOR :r SERVICES 22 Cummings Park,Woburn,MA 01801 683 Horth Mountain Rd.,Ne ngton,CT 06111 ❑ Same day ❑ 24 Hour ❑ 48 Hour ❑ 72 Hour ❑ 5 Days T:781-935-3212 F:781-9324857 T:860-953-1022 F:86953-1030 Client: ATC Associates Relinquished by/date: Address: 600 West Cummings Park-Suite 5500, Woburn, MA 01801 Received by/date: Project Site& Number: 1429 Osgood Street, North Andover MA 060.39942.0001 Samples received: Analyzed: Phone/FAX Number: 78.1-932-9400/781-932-6211 Faxed,E-mailed,Verbal by/date: Contact: Rob Verdi �atv: first p it. .Yes No For Lab Use> Batch Number J_yy�n Analyze �yrG� O QC b /date: ;� pticalProperties 1 Asbestos Percentage(%) Non Asbestos Percentage(%) Field ID o cc Qo 2, ti oin im a_Lab ID Sampled Description Location w ' f) 1 ' - W o � aN O -- O LL:0 V n ndate E V U- 2 U x (0 Z, D3f 12"x 12" Beige Floor Tile 03& 12"x 12" Beige Floor Tile N Black Mastic Associated with 12"x 12" Beige ' k3V /0 1 -414 00i 04A Floor Tile . Black Mastic Associated with 12"x 12"Beige 04B Floor Tile 04C Black Mastic Associated with 12"x 1 " Beige D Floor Tile Pf 04D Black Mastic Associated with 17'x 12" Beige Floor Tile Comments: Windover Construction March 19, 2010 Limited Hazardous Materials Survey 1429 Osgood Street,North Andover,MA APPENDIX B COST ESTIMATE TABLE FOR OTHER HAZARDOUS MATERIALS ATC Project No. 060.39952.0001 << 0 fu c o X00 Q. 3 D y < o y < 0 H X < o � 7 N N ' X CD O cp N .ym., 3 D (D 3 m D o (/) c o' (D c CD io RL a °. oo -I m u, A. w N 00 c 0 (DD v ° o p C C 7 3 ' U) $6.00 $1.00 N foot long luoresce't bulbs . t- g', 4 '' . w w rn cn 8�foot ogfloresCet bubs,' $342.00 $1.00 N rn N w w Ar kA. CD w N N N w w , uOresC6nt 11 Alfc—ON ballasts o $1,680.00 $5.00 rn � °D 00 A o (No PCOD 00E Roof mctinted air c n,Si�t�ailn` , $800.00 $100.00 1 1 c ssor�u #s $750.00 $50.00 v, rn N N w $270.00 $10.00 4 v, cn eChageable/ attertes(all Types} C1ean�ngfMalntenaitCrt : roducts � x-- n $10.00 $10.00 1I?a►n cnsbotflesj H $150.00 $30.00 ler�ury' hermostatsis,41tCkies $5,000.00 $5,000.00 a sf°rm s 44 4 00 <± , -C'' 5�s(Approximately 5llQ�agallsn w $4,000.00 $2,000.00 diesel fuel `� $300.00 $50.00 Cn Motors l P rns cn n c o � Nv 0 0..► o � 2 .............. 4 .............................. 6 ............ ------------------ 7 ........... 8 Parking A I &4±1 Parking Area Osgood Street 1429 Osgood Street Building Figure Source: Windover Construction Street Security System Figure Found By ATC On 1429 O Site During Site Reconnaissance 'IrC North Not To Scale Andover,Massachusetts 01845 G7/29/2010 THU 11:55 FAX 9:78 388 4208 Ebacher Plg, & Htg, Inc Z001/004 Jnr• "�--4� r .: 1 •„--�s,�, �-_ } i:� ;•. ext- � . MA Sprk Cont Lic#000463 Company: Client: Kristen Poulin 1429 Osgood Street Windover Development LLC 1429 Osgood Street 13 Elm Street No.Andover MA 01845 Manchester MA 01944 978-526-9410 978-526-9410 Tested by:James Bugenhagen 1A. Visual Inspection- (01) - Number of Spare Heads: None-Need to add spare heads. (02) - Date stamped on installed heads: 1973 No (03) - Sprinkler wrench available? Need to add sprinkler wrench. (04) - Date of last test: 1st time Ebacher has tested this property. (05) - ModeVerand of sprinkler head installeds Flrematic:Uprights and Pendents Reliable:Pendents 1 B. Fire Department- Yes (01) - is ball drip functioning? Yes (02) - Are couplings free? Yes (03) - Are check valves tight? Yes (04) - Are caps in place? Yes (05) - Are all fire department connections visible,in good condition and properly maintained? 2. Water Supply- Copyright TIM FROST DESIGN SERVICES,INC,*100'9-2002 Page 1 478-52 .940F�.. . 07/29/2010 THU 11:55 FAX 978 388 4208 Ebacher Pig, & Htg. Inc 2002/004 f A � z 0 guury��.P.il'. � ..9 , }��IkC r9�Qb.��p�'��'��y,µ��y;(��W�1• , Y J t--•i r.7t , u ; t'` __ •44 _--�.�, -�� . ?��;-•:- t 'aeif�irdfi�ta �,�.-.�__, l •�� `r_-i t { V -t1�VY1f1Yi�1 SSB lR�f6fi f Yes (01) - Was a flow test performed?(enter Static 8 Residual results in notes) Static:110P.Si. Residual:95 p.s.l. Yes (02) - Were flow test results satisfactory? Yes (03) - Are gauges in good condition? 3A. Dry Valve- Yes (01) - IS dry valve in service and in good condition?(enter valve type in notes) 6"Firema6c 1989 Yes (02) - Is priming water level normal? Yes (03) - Is air maintenance device in good condition and functioning properly? Yes (04) - Were low points drained during this inspection?(show number of low points In notes) 4 Yes (05) - Are quick opening devices in service? (06) - Has piping been checked for stopage wlthln the last ten years?(enter date in notes) Unknown (07) - Has piping been check for pitch within the last 5 years?(enter date In notes) Unknown (08)•- Have dry valves trip tested satisfactorily?(enter trip time water&air pressure in notes) Trip Time: 28 Seconds Water Pressure:110 p.s.i. Air Pressure: 15 p_s.L (09) - Time for water to reach test outlet 39 Seconds No (10) - Are dry valves adequately protected from freezing? No heat in Valve Room (11) - Is valve house heater in satisfactory condition? No heat in Valve Room (12) - Compressor starts at:(enter p.s.i.reading) 30 p.s.f. (13) - Compressor stops at:(enter p.s.i.reading) 40 p_s_l. Yes (14) - Was water flow switch activated by Inspectors lay-pass? Capyright TIM FROST DESIGN SERVICES,-INC.01999-2002 Page. 2, 07/29/2010 THU 11:55 FAX 978 388 4208 Ebacher Plg, & Htg, Inc 2003/004 (15) - Low air pressure Trouble/Alarm Condition(enter p.s.i"in notes) No low air 4. Alarms- Yes (01) - Was electric alar test satisfactory?(enter AlarmType in notes) HOrn/Strobe Yes (02) - Was supervisory alar test satisfactory? Yes (03) - Was water motor gong lest satisfactory? Yes (04) - Did tamper switch activate? (05)'- Number of Valves in Sprinkler kiser 2 (06) - Number of remote valves(enter quantity and type In notes) None (07) - Time to trip Water Flow Alarm(enter time in notes) 32 Seconds 5. Control Valves- Yes (01) - Are all sprinkler systems main Control valves open? Yes (02) - Are all other valves in their proper position? .Yes (03) - Are all control valves in good condition and sealed or supervised? 6. General Conditions- No (01) - Is the building occupied? Yes (02)•- Are all new additions and bullding changes properly sprinklered? Yes (03) - Is all storage properly below sprinkler piping? No (04) - Were there any fires since last inspection? (05) - If wet system,are ALL areas properly heated to prevent pipe from freezing? Not Applicable Yes (06) - Is the occupancy the same as the previous inspection? Yes (07) - Are all systems in service? Yes (08) - Are all fire protection systems in the same as last inspection? Copyright TIM FROST DESIGN SERVICES,INC.0°1999.2002 Page 3 4 W29/2010 THU 11:55 FAX 978 388 4208 Ebacher Plg, & Htg, Inc X1004/004 � i No (09) Is the bullding completely sprinklered? Area on Inspectors side of building-no coverage. 15 or more heads need,Sprinkler was removed, Add 2 heads front entrance room. Relocate 1 Add 1 head far right office Storage area to right of storage space out back of office space need to add 4 heads 2 1/2"line that foods garage space not connected(next to fuel room) 7. Notes- (01) - Repairs performed during test(note all applicable items) Alarm panel connected to dialer to Fire Department and retesed on 3/29/10 (02) - System Recommendations(note all applicable items) Area on inspectors side of building-no coverage. 15 or more heads need,sprinkler was removed Add 2 heads front entrance room- Relocate 1 Add 1 head far right office Storage area to right of storage Space out back of office space need to add 4 heads 2 1/2"tine that feeds garage space not connected(next to fuel room) Plug 1 head front hallway Storage outside office space cutback 1 head Upright hood in pendent position in fuel room Hallway to inspectors test blocked by lighting, (03) - General Notes None Copyright TIM FROST DESIGN SERVICES,INC.ig i$W-2002 Page 4 Massachusetts- Department of Public Safet% Board of Building; Regulations and Standards Construction Supervisor License License: CS 94621 CORY E FISHER 30 JORDAN STREET BEVERLY, MA 01915 ; ,•' c-- �''� Expiration: 7/1/2012 Commissioner Tr#: 29942 J f R i -�e -C Office of Consumer Affairs and usiness Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 165724 j, Type: LLC Expiration: 3/22/2012 Tr# 294863 WINDOVER, LLC. TOM DODGE 1> 13 ELM ST MNCHESTER, MA 01944 Update Address and return card.Mark reason for change. Address Renewal Employment Lost Card DPS-CA1 it 5OM-04/04-G101216 J� VO4?7i1YIg4LU/CCLIUL a�✓UCaddaCitLldel� License or registration valid for individul use only Office of Consumer Affairs&Business Regulation ` HOME IMPROYVEMENT CONTRACTOR before the expiration date: If found return to: x Office of Consumer Affairs and Business Regulation Registrations x;65724 10 rk Plaza-Suite 5170 Expiration =3/22/2012 Tr# 294863 Bosto MA 02116 Type:'."j-- LAG �t 4 WINDOVER,LLC' TOM DODGE 13 ELM ST MNCHESTER,MA Ofi44= -"` Undersecretary F. - Not id without signature Ei1 p�® f'��CJ�A CERTIFICATE OF LIABILITY INSURANCE OP ID AM DATE(MM/DDIYYYY)o7/22/l0 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: PHONE McLaughlin Insurance Agency A/C,No,Ext): (ac,No): 828 Lynn Fells Parkway ADDRESS: Melrose MA 02176 PRODUCER CUSTOMER ID#: WINDO—4 Phone:781-665-2775 FaX:781-665-0295 INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: Aspen Specialty Ins. Co. Windover Construction, Inc. INSURER B: Commerce Insurance Company 34754 Mr. Justin Belliveau 13 Elm Street INSURER C: American Internat'1 Companies Manchester MA 01944 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN RI POLICY EXP LTR TYPE OF INSURANCE A INSR WVD POLICY NUMBER (MM/DDPOLICW; (MM/DDNYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000, 000 A X COMMERCIAL GENERAL LIABILITY CR0946109 01/01/10 01/01/11 PREMISES(Eaoccurrence) $50,000 CLAIMS-MADE I—XI OCCUR MED EXP(Any one person) $10,00 1 0 X ISO Form CG0001 10/01 EDITION PERSONAL RADV INJURY $ 1,000,000 X Contractual Liab. GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY x_ PRO LOC $ JE Co AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ B X SCHEDULED AUTOS 10MMLP6481 06/15/10 06/15/11 PROPERTY DAMAGE X HIRED AUTOS (Per accident) $ }( NON-OWNED AUTOS $ $ A UMBRELLA LIAB }( OCCUR CXA4GS709 01/01/10 01/01/11 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE s5, 000,000 DEDUCTIBLE $ X RETENTION $ 10000 $ C WORKERS COMPENSATION WC009399316 03/20/11 03/20/11 XWC STATU- orH- AND EMPLOYERS'LIABILITY Y/N TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIV E.L.EACH ACCIDENT 1 $500,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1 $ 500, 000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Evidence of Insurance for Operations Usual to Named Insured CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE WINDO-1 THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Windover Construction, Inc. AUTHORIZED REPRESENTATIVE 13 Elm Street Manchester, MA 01944 222-��J I 1p o (AIINVIM KCOR6C I Ig is reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD j Town of North Andover NORT#1 Building Department ��y'``QED �.6 1600 Osgood Street North Andover MA 01845 Tel: 978-688-9545 Fax: 978-688-9542L^K D , QA 1 SCOCNICNl Ic"tWIc.`y DEMOLITION OF BUILDING AFFIDAVIT ORATED rP� �SSgC HUS '( DATE OWNER'S NAME &ADDRESS ;v,;vv 'G LOCATION OF PROPERTY TO DEMOLISH oe DESCRIPTION./ a .r s . sr� .c r � i, tc �.0 , , ✓ CONTRACTOR'S NAME &ADDRESS /!�I/.r.� _ZYwz" ,YA DEPARTMENT SIGN-OFFS DEPT. OF PUBLIC WORKS -WATER: SEWER: DEPT OF CONSERVATION HEALTH DEPT: Septic Well HISTORIC COMMISSION GAS ELECTRIC TELEPHONE CABLE TAXES POLICE FIRE EXTERMINATOR DUMPSTER-ON/OFF STREET DIG SAFE NUMBER DATE REC'D BLDG. INSPECTOR Doc.form demolition of building affidavit CONSTRUCTION CONTROL AFFIDAVIT PROJECT LOCATION: 1429 Osgood Street,North Andover,MA PROJECT NAME: 1429 Osgood Street Renovation NATURE OF PROJECT: Renovate existing office space,demolish wood framed portions of the building,remainder of building will be unoccupied ARCHITECT: DMS design, llc ADDRESS: 100 Cummings Center, Suite 424G,Beverly,MA 01915 TELEPHONE: 978-578-5748 In accordance with Section 110.0 and 116.0 of the Massachusetts State Building Code,I,Daniel M. Skolski,Registration No.20038,being a registered professional Architect,hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning,ARCHITECTURAL Plans,for the above named project and that,to the best of my knowledge,such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,all accepted engineering practices and applicable laws and ordinances for the proposed use and occupancy.I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2. Review of shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for the building permit,and approval for conformance to the design concept. Review and approval of the quality control procedures for all code required controlled materials. .Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix G. Pursuant to Section 116.2.2,I shall submit periodically,_daily,_weekly,or _X_other periods (specify)Weekly during framing and drywall,Bi-weekly during the remainder of the project progress reports together with pertinent comments to the Boston Inspectional Services Department. Upon complet' n of the work,Architect,shall submit final affidavits as to the satisfactory completion and readiness of t e project for occupancy. Signature Then personally appeared the above named -5l Z-:5 g l and made oath that the above statement by him is true. ABYforae,Me RIF IEN IC OTARY CHUSETTS.17,2014 TECHNICAL TRAINING FOUNDATION 1665 GREAT POND ROAD NORTH ANDOVER,MA 01845 July 30,2010 Gerald Brown North Andover Building Department 1600 Osgood St. North Andover,MA 01845 Re: Letter of Intended Use at 1429 Osgood Street,North Andover,MA 01 845 Dear Mr,Brown: This letter is to identify the intended use for the property at 1429 Osgood St.North Andover,MA 01845.The property is owned by the Technical Training Foundation 1665 Great Pond Rd.,North Andover,MA 01845. The intended use of the property is to create 1,856 square feet of occupied office space with new mechanical and electrical systems for three employees. The remaining 19,000 square feet of shell space will be unoccupied. Sincerely, Technical Training Foundation Suzanne ri (Trustee) The Commonwealth ®f MassachuSeftS Department of Fire Services Office of the State Fire Marshal P.O.Box 1025 State Road,.Stow,MA 01775 PERMIT Date: North Andover ]Permit No (Cityof Town) (If Applicable) Dig Safe Num er In accordance.with the provisions of M:G.L.14 8 Chapter jig as provided in section 5 7 7 Cr1 R 34 /v Start Date This Permit is granted to:. k-),"17 wD 6/f Full name of person,Firm or Corporation Permission to locate dumpster for construction/renovation/demolition of building Comments: dumpster must be . 25from structure if unable to place with required Restrictions:clearance dumpster must be covered with plywood or tarp end of work -day at (Give location by street and no.,or des5pkvsuch manner a,% p_rovied deggate. entification of location) Fee Paid$ 50.00 Fire Chief This Permit will expire/" � ( `ignature o 11 granting permit) Offical grantingpemut (Title) Location A �' 0 y aJ/' No. ZZA ' .ZGI/ Date NORT1y TOWN OF NORTH ANDOVER Oi .ao .•,�O WNW 9 Certificate of Occupancy $ s�CMUs<�' Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ _ �► Check # 23360 Building Inspector