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Building Permit #063-11 - 50 PETERS STREET 7/15/2010
pORTy BUILDING PERMIT cF�t,�o ,bgti TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION nO bh T Permit NO: Date Received q'RAreo�Pa 45 CHU Date Issued: r I IMPORTANT:Applicant must.complete all items on this page " 1.. .'!�6�. ash;^ �'�� -t T --• �R, ;�'_' �r � 'W r7. �`:3 n 1 t iix.: �f.e`1•s. ,ni i`'{ r" .+„z PROPER:t� ®UVNER - " ' 3'r} x. 4t,a' `` iat..*^� ' i�MAP10 � d. FARCEaL � t} -Yt :.: _ ., ... .r_ _ _ = _ _ _ MachmeShopVillage es <no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building One family Addition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other , ,s'� a°` u rs Vii . Septicf4 t,,Well r , ri z Fflood�plla�in==' lllet�ands1N ae heistric�t $� W,aterfSewer ''' '" �e tir a+ 1, >7,z_.. __,.�.. 1..._ = '<+�..:_.r..�-,-ae-e: v_ '�>"R?. ''•_.' --s.t_ _ ars,:#,a«'-.awt.:....... .. _-w .'- -.., .rta�+.Xt:' w-§.b�..`��,-k,.�::.,.,«. .,z,«_<<, ✓-'-'�e",YE-✓r�LDESCRIPTION OF WORK TO BE PREFORMED: � l2c�Eb.'�4-T7e,J � d .�.0 Identification Please Type or Print Clearly) t yid OWNER: Name: �"� .�t.•�vEyC.v7liicvf3 •C,.U-2;250?"hone: AW Z Jojd Address: i 7 - u t �•x Y §ig.sr ax i c, ?=^V^�o,nC N� gCWT%0 ` GPh s FW« *+ #.► 3 .a r r was a :S v < , cast r +" A .� ;� • % 3 #Supervisor s�Construc#ion License . �: ._. Exp x ate � :cam > s - .s=af��'�p? ^rata,;�.�t. 'x mS'r✓�%,r'.��'�':.r�t>s."`" a-a'� ." +;m 7 £.rs,�' -2 �r) � t +. .* r F:, .�� .� . ,Home.1l,mpr ,,e$p en A de, «_ ;:, � >�'. �_ Exp Date,. ;�.� , ta+ .�ma l .' •_;�k -craw mac+✓.i¢a�yE��yrL. ,fl.�T� NGINEER �PJ Ecus' ne: y� B sZ6—�S Address: /o ff 4611ry S _F T`dtAL%2C Reg. No. FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATEDCOST BAED ON$125.00 PER S.F. Total Project Cost: $ /S/J 040 FEE: $_ e Check No.: C 7 /� Receipt-No.: v NOTE: Persons contracting with unr d contractors do not have access to the guara nd S�gnaturer_" ent/ ner�"': ,. , _ s Ssignatureof;contractor Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL I Public Sewer Tannin g/MassageBody Art Swimming Pools Well Tobacco Sales Food Packaging/Sales , Private(septic tank,etc. Permanent Dumpster on.Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF-- U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMMENTS CONSERVATION Reviewed on Signature COMMENTS r HEALTH Reviewed on Signature COMMENTS (� Zoning Board of Appeals: Variance, Petition-No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments i Conservation Decision: Comments _ Water & Sewer Connection/Signature&Date�'` _ } '` Driveway Permit DPW Town Engineer: Signature: Located 384 Os ood Street IFRED ,PMENT lternp ®umpstero`nsite dye`s lw-L7 Lae tedr.a2e. ae�nt.Stog' M.i,rDe »"�-a•_,.-R,ec���x"r�y ,Y"`�'r,e'€.r`i:",�� ?-. - a"� : i "� i� #�:c` Y '� �"°r":sem-�r� v `..�`c'i^'"'".�C•„r°-" ,.,-w�.r� -r�'®T'�`ZS' t 7: y �' s`- }i' t �„*� .F!# #{� 'r "2* J'• .,a _.'�,. a.��" ,. xf `-.,q.°".r`,�„r -.�,,,�y 5 _:..;•. � 1� ' _ y? .,y s7.-.� -s.Ys,. � 5$_k �, a,y ,. s i'�+. ay '�`•1 i 4'- q9 n 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 i ❑ Notified for pickup - Date I e Doc.Building Permit Revised 2010 i i 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 ❑ Building Permit Application ❑ 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 j 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 New Construction (Single and Two Family) ❑ 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 NOTE: All dumpster permits require sign off from Fire department prior to issuance of Bldg hermit 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 Doc:Building Permit Revised 2008 LocationSo" - r r� r No. 3 l/ Date MOR,h TOWN OF NORTH ANDOVER Certificate of Occupancy Building/Frame Permit Fee ' '• `� Foundation Permit Fee $ Other Permit Fee $ TOTAL $ s Check # + 2 3 U 4 Building Inspector D - - (ok 38 $8 Remediation Engineers& Environmental Consultants' 7 July 2010 North Andover Health Department 1600 Osgood Street Building 20, Suite 2-36 North Andover,Massachusetts 01845 Attention: Gerald Brown,Inspector of Buildings Subject: Release Abatement Measure(RAM) North Andover Plaza Dear Mr.Brown, D As discussed at our meeting on 7 May 2010, a Release Abatement Measure(RAM)is proposed to be completed at Ace Dry Cleaner located in the North Andover Plaza. Please note that the technical " approach has changed slightly from what was presented at our meeting because it has since been determined that we can achieve our clean up objectives without excavating to the water table(assumed to `be 5.5 ft. below grade). The attached revised plan specifies that contaminated soil will be removed to a depth of not greater than 4 ft. below grade. As a result,we do not anticipate that shoring will be required during this project. In accordance with 3 lb CMR 40.0444(g), all environmental activities relating to this RAM will be conducted by Morgan Environmental,and their subcontractors,under the direction of a DLicensed Site Professional(LSP). - To support the environmental permit application,the following information has been provided for your - review: Section 1: Release Abatement Measure(RAM)Plan Section 2: Schedule of Environmental Activities Section 3: Dig Safe Authorization Section 4: Copies of Liability Insurance for all Contractors .If you have any questions,or require additional information,please contact me at 978/526-1575." Sincerely, D - MORGAN ENVIRONMENTAL LLC , Patricia Kozak Principal Morgan Environmental LLC 107 Beach Street Manchester,Massachusetts 01944 978/526-1575 Fax 978/526-9844 Section 1 i C:p _ LJ Remediation Engineers& Environmental Consultants RELEASE ABATEMENT MEASURE PLAN NORTH ANDOVER PLAZA INTERSECTION OF PETERS and TURNPIKE STEET (RTE 114), NORTH ANDOVER, MASSACHUSETTS 01845 (RTN: 3-28330) Prepared for: NORTH ANDOVER VENTURES LIMITED PARTNERSHIP a- - by NORTH ANDOVER VENTURES,INC. 990 WASHINGTON STREET, SUITE 110 DEDHAM,MASSACHUSETTS 02026, b Prepared : P Y Morgan Environmental LLC 107 Beach Street O Manchester,Massachusetts 01944 978/526-1575 5 July 2010 ' Morgan Environmental LLC D 107 Beach Street Manchester,Massachusetts 01944 978/526-1575 Fax 978/526-9844 TABLE,OF CONTENTS Section. page 1.0 INTRODUCTION.......................................... . ...........................I 2.0 EXISTING SITE CONDITIONS.............................................................3 3.10 SITE CONTACT..............................................: ...............................5 4.0 RELEASE ABATEMENT MEASURE.......................................................5 5.0 ONSITE WASTE MANAGEMENT...........................................................7 6.0 ENVIRONMENTAL MONITORING PLAN.......... .........................7 7.0 SCHEDULE.... ......................... .....................................'..............8 8.0 REQUIRED PERMITS........................I...................................................8 9.0 - LICENSED SITE PROFESSIONAL..........................................................,g. Appendices Aj Release Notification Form B Notice of,Responsibility for RTN 3-28330 C Regenesis Company Experience and Qualifications ORGAN ENVIRONMENTAL LLC TABLE OF CONTENTS (Continued) LIST OF TABLES Number 1 Summary of Soil Analytical Data 2 Summary of Groundwater Analytical Data 3 Summary of-Indoor Air Analytical Data LIST OF FIGURES aNumber 1 Site Plan/Monitoring Well Location Plan ; 2 Soil Gas Survey Color Contour of Tetrachloroethene 3 Soil Gas Survey Color Contour of Trichloroethene 4 Soil Gas Survey Color Contour of cis-1,2-Dichloroethene 5 MADEP -Bureau of Waste Site Cleanup Site Scoring Map i 6 Dry Cleaner Floor Plan- Proposed Areas of Excavation it ORGAN ENVIRONMENTAL LLC ` ' 1 1.0 INTRODUCTION This Release Abatement Measure (RAM) Plan has been prepared by Morgan Environmental LLC (Morgan) on behalf of North Andover Ventures Limited Partnership,by North Andover Ventures, Inc. (North Andover Ventures), as a result of soil and groundwater data that triggered a 120 day notification to the Massachusetts Department of Environmental Protection(MADEP) on 19 February 2009 (Appendix A). The soil and groundwater data was collected as part of a due diligence effort relating to the sale of a commercial property known as North Andover Plaza. Initial data identified inorganic compounds (arsenic, lead)that exceeded reportable concentrations m soil and/or groundwater(RCS-1/RCGW-2). In addition, volatile organic compounds, (tetrachloroethene, trichloroethene) exceeded reportable concentrations in soil and/or groundwater(RCS-1/RCGW-2). As stated in the Notice of Responsibility letter received by North Andover Ventures from the MADEP on 25 March 2009(Appendix B),the Release Tracking Number(RTN) assigned to this site is RTN 3-28330. Necessary response actions required by the MADEP,to be completed by North Andover Ventures, included the conduct of initial site investigation activities to characterize the horizontal and vertical extent of inorganic and volatile organic compounds (VOCs)in soil.and groundwater at the site. Assessment activities completed to date include a soil gas survey, conduct of soil borings; installation of groundwater monitoring wells, collection aof soil and groundwater data, and the collection of indoor air samples. Figure 1 is a site plan presenting all soil boring and monitoring well locations completed to date. A Phase I—Initial Site Investigation Report summarizing the results of these assessment activities was submitted to the MADEP on 19 February 20;10, along with a Tier Classification/Numerical Ranking Scoresheet(NRS)indicating that the site is classified as Tier 11. aAs summarized in the Phase I Report, assessment activities completed at the North Andover Plaza site to date have resulted in: • Preliminaryconfirmation b soil asand soil and 'groundwater sampling and analyses, of a � Y g � �' p g VOC source area located beneath the slab, under the dry cleaning machine, inside Ace Dry Cleaners. • ' Confirmation by soil sampling and analyses, of areas of elevated inorganics (arsenic and lead). However,based upon groundwater data collected to date, groundwater quality with respect to inorganics, does not appear to be"negatively impacted at this time. �, • Confirmation by'groundwater sampling and analyses,of a VOC contaminated groundwater plume that appears to be somewhat contained in the upper aquifer. Analytical data confirms contaminated groundwater has migrated to the downgradient property boundary, and may extend,off of the property, in the direction of groundwater flow. 11 ORGAN ENVIRONMENTAL LLC i Y A dry cleaner has been operating at this site,for the past 40 years. Four different owners have operated the business during this time; and all have utilized tetrachlorethene ("Perc")as the dry cleaning solvent. Due to the detection of natural breakdown products (trichloroethene, cis 1,2- dichloroethene, and vinyl chloride) in groundwater at the site,it is assumed that the release is historical.,,These breakdown products can take decades to form on their own.in nature. At this time it is unclear if the release was'a sudden spill that perhaps occurred during the upgrade of - equipment over the years, or might be the result of a slow drip from a leaking machine that did not have a secondary containment tray beneath it: Regardless of how the tetrachloroethene migrated to the soil and groundwater beneath the current machine,the soil gas survey completed in November 2008 clearly indicates the presence of tetrachloroethene, and various breakdown products;moving in the direction of groundwater flow across the site (Figures 2,3, and 4). Site assessment activities completed during the past two years confirm the presence of terachloroethene in soil samples, collected outside of the source area, at concentrations ranging from non-detect to 4.2 ppm(Table'l). Groundwater samples reporting the highest concentrations of tetrachloroethene were collected from monitoring wells located immediately downgradient from the source area; MW4-S and MW2-S. Concentrations of tetrachloroethene in groundwater collected from these,two wells ranged from 9.5 —35 ppm. Table 2 presents a summary of the concentrations of volatile organic compounds detected in groundwater monitoring wells sampled to date. �I Following the detection of elevated concentrations of tetrachloroethene (2,300-ug/m3 —2,840 ug/m3) in air samples collected from a retail space adjoining the dry cleaner(Supercuts hair salon) on 20 January 2010, a building evaluation was completed that that included a rooftop inspection of HVAC systems, an inspection of a waste storage area located to the rear of the dry cleaner,and a visual.inspection of the areas above the drop ceilings in both the dry cleaner and the hair salon. As a result of this evaluation,the following actions,were undertaken to mitigate'future migration of vapors from the dry cleaner into Supercuts:. • the economizer on the HVAC unit for Supercuts;that was initially found closed(0% outside makeup air),was opened to 15-20%to introduce more fresh outside air into the hair salon, • drums of waste tetrachloroethene stored in a room in the rear of the dry cleaner space were secured with tight covers,and a new exhaust fan was installed to properly vent any vapors that might be generated during the opening and.closing of the drums. In addition,the ceiling vent in the drum storage room was sealed to eliminate a pathway for vapor migration into,the area above the drop ceiling in Supercuts, , a • repairs were made to the wall separating the dry cleaner and Supercuts to provide a barrier to future vapor migration, I ' • return air ducting was installed above the drop ceiling in Supercuts to eliminate the use of the"plenum"as the source of return air to Supercuts, and minimize future co-mingling of potentially contaminated air from the dry cleaner, ORGAN ENVIRONMENTAL LLC • modifications were made to correct the venting of the distillation equipment used as part of the dry cleaning process,and • ceiling tiles inside of Supercuts were replaced to eliminate a possible secondary"source"of tetrachloroethene resulting from adsorption from contaminated air. Once mitigation actions were completed,additional indoor air samples were collected in Sii ercuts. P P p Air samples collected on 27 February 2010, and 12 March 2010,reported an order of magnitude Q drop in the concentration of tetrachloroethene,with concentrations detected ranging from 279 to . 330 ug/m3. On 14 March 2010, air samples were collected when the dry cleaning machines were not operating and the concentration of terachloroethene decreased to a range of 44 to 51.3 ug/m3 Table 3 presents'a summary of air samples collected inside Supercuts to date. This data indicates that the air quality inside of Supercuts can most likely be attributed to equipment/operational practices of the dry cleaner, and that the contribution of vapor intrusion from beneath the slab is relatively small. A RAM is proposed for this site'to reduce potential risks relating to air and groundwater quality. Details of the proposed RAM are provided in Section 4.0. 2.0 EXISTING SITE CONDITIONS North Andover Plaza property is comprised of approximately 3.1 acres of developed land located at the intersection of peters Street and Turnpike Street (aka 50 — 66 Peters Street) in a mixed a commercial/residential section of North Andover, Massachusetts. One large"L"shaped building is located along the northeast property boundary. This building has been subdivided into six (6)retail spaces that are presently ,occupied. Current tenants include'a' hardware store, liquor store, bread/sandwich shop,hair salon,dry cleaner,and ATM kiosk(Figure 1). The larger "L" shaped building was constructed in 1970, with an estimated ground floor area of approximately 27,604 square feet. With the exception of the space occupied by the hardware store, all retail units consist of one floor. The entire building is constructed of concrete block on slab. The exterior walls are brick faced, with drywall on interior walls. The roof on the hardware store is rubber membrane,while the other five(5)retail spaces have sprayed-in-place polyurethane roofs. A second smaller building, located on the southwest side of the property,is currently occupied by a . fast-food restaurant.chain: This one story building was constructed in 1971, with a ground floor area of approximately 3;857 square feet. The construction of this'building is concrete block on �. slab, with brick facing. The remainder of the property is paved for parking, and delivery access for tenants. Vehicle access to the property is from'Turnpike Street or Peters Street. The area surrounding the site is a mix of commercial and residential properties, including restaurant/retail space, multi level office parks, residential condominiums, and single family residences. The nearest residence is located approximately 400 feet to the southwest, across �vI0RGAN ENVIRONMENTAL LLC ` Turnpike Street. Merrimack College is located approximately 650 feet southeast,of the site. The Franklin Elementary school is located approximately 1400 feet to the east. Although asphalt paving covers most areas where buildings are absent small areas of ass exist - adjacent � gr adjacent to entrance/exit driveways off of Peters Street. Areas of overgrown vegetation exist along the northeast,east, and southeast property boundaries. In general, the topography across the property slopes in a west-southwest direction from an elevation of approximately 204 feet above mean sea level, based on U.S. Geological Survey . (USGS) Lawrence Quadrangle topography information. The direction of groundwater flow in the overburden is west—southwest. The property is served by municipal water and sewer,natural gas,electricity, and communications. According to Mass GIS data, and referring to the MADEP - Bureau of Waste Site Cleanup Site Scoring (Figure Map ( gore 5), the North Andover Plaza property is not located within a potentially - Productive Aquifer, Zone A of a public water supply, Zone II'wellhead protection area, or Interim Wellhead Protection Area. Sole Source Aquifers, fish habitats, and habitats of Species of Special Concern or. Threatened or Endangered Species were not identified within 500 feet of the site. Areas of Critical Environmental Concern and Protected Open Space were identified to the northeast within one half mile from the property. A small pond (Becky's Pond) and wetland area are on an adjacent property, located northeast of the plaza. The Shawsheen River, and associated watershed, wetlands, and Protected Open Space are located between one half mile and one mile from the property to the northwest. DAccording to federal USGS records, two (2) municipal wells were identified within one mile of the property. One well is located 3/4 miles to the northwest, and a second well was identified approximately one mile southeast of the site. The source of drinking water for the Town of North Andover is Lake Cochichewick, a 564 acre lake with an average depth'of 23 feet. Water from this lake is chemically treated,and filtered at a water treatment facility prior to being distributed to local residencies, and businesses. Lake Cochichewick is located approximately three miles northeast of the property: The Town of North Andover Health Department, and Water Department, does'not maintain records, or information, pertaining to number and/or location of private water wells in the town. Working with the, Department of Tax Collection in North Andover, it was determined that the following potential downgradient properties appear to be connected to public water; 100 Turnpike Street, 110 Turnpike Street, 127 Turnpike Street, 163 Turnpike Street, 187 Turnpike Street, 201 Turnpike Street, 94 Peters Street, 102 Peters Street, and 111 Peters Street. Potential' O downgradient properties with private-water wells, located in the Towns of North Andover, Andover, and Lawrence, are currently unknown. 1 a r ' ORGAN ENVIRONMENTAL LLC t ' Based on the above, reporting categories RCS-1 and RCGW-2 apply to the site, since itis located within 500 feet of a residence, and none of the criteria defining RCGW-1 apply. ' 3.0 SITE CONTACT Mr. Robert Lane, President North Andover Ventures Limited Partnership, by North Andover Ventures 990 Washington Street, Suite 110 Dedham,Massachusetts 02026 Ph. 781/407-7799 Fax 781/407-7733 , 4.0 RELEASE ABATEMENT MEASURE The following RAM Plan is proposed in accordance with 310 CMR 40.044 1,to reduce potential risks at the site relating to air and groundwater quality. The RAM incorporates the removal of contaminated soil from a"source" area identified under a dry cleaning machine inside Ace Dry Cleaners. In addition,residual contaminated soil, and groundwater downgradient from the source area,will be treated in-situ by injecting chemical oxidizing reagents to enhance the degradation of chlorinated organic compounds. The current owner of the dry cleaner has agreed to replace his current machine that uses tetrachloroethene ("Perc")with a wet-dry cleaning machine that utilizes water, detergents, and D softeners. Prior to the removal of the old dry cleaning machine,the site will prepared by ` removing clothes racks, front counters, and covering clothes press equipment with poly to protect from-them from dust and debris. The existing store front will be removed and replaced with temporary plywood to allowTor the removal of the old dry cleaning machine to the outside of the a building, and also to allow site access for drilling equipment that will be used to install injection wells following the removal of contaminated soil. Once utilities are disconnected and capped, tetrachloroethene will be drained from the old machine and stored in 55-gallon drums onsite. The removal of the old dry cleaning machine, and handling and disposal•of waste tetrachloroethene, will be completed by contractors working for the owner of the dry cleaner. Following the removal of the old dry cleaning machine,'four catch basins located downgradient from the dry cleaner will be covered with fabric filter to"protect against any possible contamination entering the surface water drainage system that ultimately discharges to a small stream located on the southwest side of Route 114. Sheet poly will�be suspended from floor to ceiling around the immediate work area to be excavated inside of the dry cleaner. In accordance with a site specific modified Level C Health and Safety plan,proper venting will be in place prior to initiating any work to protect workers, and minimize vapor intrusion into Supercuts,the adjacent tenant. Morgan Environmental will monitor air quality using a photoionization(PID) ORGAN ENVIRONMENTAL LLC meter, and adjust ventilation procedures as necessary, inside the dry cleaner and Supercuts throughout the project. i A wet saw will be used to remove the 4-inch non-asbestos tiled concrete floor from two (2)areas to be excavated. The first area is under the old dry cleaning machine and is approximately 17 ft. a x 10.5 ft.. A second area extends from the old machine to the rear door of the dry cleaner, and is approximately 10 ft. x 5 ft.. Figure 6 is a floor plan of the dry cleaner that presents the approximate limits of the two proposed excavation areas.. Once,the floor is cut, a jack hammer ! will be used to remove the concrete. All concrete will be assumed to be contaminated with tetrachloroethene, and treated as hazardous material with regard to transport and disposal off site. Once the concrete floor is removed,the exposed contaminated soil will be screened with a, photoionization(PID)meter to determine if there are any"hot spots". If hot spots are identified, these areas will be air excavated to a depth that can be completed safely, and in compliance with all governing mandates/regulations. The plan is to air excavate the contaminated areas to a depth of not greater thanfour(4) feet below grade using a high powered vacuum truck. A flexible hose connected to the truck will pass into the building through a side window where it can be safely Dmaneuvered around the areas to be excavated. Contaminated soil will be sucked into the hose and discharged into vacuum/bakers boxes located in the parking area south of the window. It is estimated that a.total of approximately 35 cubic yards of contaminated soil will be excavated De from both areas. All contaminated soil will be stored onsite in vacuum bakers boxes that can be locked for security and safety each evening'. Once the excavation is completed, representative Dsoil samples will be collected from each box and sent to a certified analytical laboratory for _analysis of volatile organic compounds, inorganics, and TCLP-(toxicity characteristic leaching procedure). The resulting analytical data will be used to generate a hazardous waste profile that will be used to'identify an appropriate offsite disposal facility. Following the completion of the excavation, 3/4-inch crushed stone will be used to backfill the holes to the original floor level. This will be done to provide stability and support for Geoprobe drilling equipment that will be used to install four(4)permanent injection wells in the excavated areas. Four(4) additional permanent injection-wells will also be installed through the concrete Dfloor at other locations inside the dry cleaner. Permanent wells will be installed to a depth of 15- 20 feet below grade, and utilize maximum slotted screen to promote effective distribution and contact between the chemical oxidizing reagents and any residual contamination. Thep urpose of ainstalling permanent injection wells is to allow repeated applications of chemical oxidation reagents, if necessary,to treat residual contaminated soil and groundwater below the dry cleaner floor. In addition to the eight(8)permanent injection wells inside the dry cleaner;twenty-four (24) additional injection points(non-permanent)will be drilled in the parking lot to deliver chemical oxidation reagents to contaminated groundwater located in the area between monitoring wells, MW-2 and MW-4. These"direct-inject"points will be spaced 10-15 ft. on center. At all D injection wells, and points, an injection rate of 20 lbs/ft. will be used to deliver the chemical oxidizing reagents to the subsurface. ORGAN ENVIRONMENTAL LLC The chemical oxidation reagent that will be used to treat residual contaminated soil and groundwater at the site is "RegeriOx", a proprietary complex that is manufactured by Regenesis, / Inc. An overview of the-company Regenesis, along with its experience and qualifications are presented in Appendix C. RegenOx is a.solid oxidant complex that consists of sodium percarbonate with an iron catalyst. One advantage of using this oxidizing complex rather than other oxidizing agents such as Fenton's reagent(hydrogen peroxide with iron catalyst) is its longevity in the subsurface lasting months,rather than hours, or days. This results in greater overall treatment effectiveness,provided that good contact is established between the contaminants andthe oxidizing agents. Subsurface geology,proper injection point spacing, depth of application, and application rate were carefully considered to maximize potential treatment effectiveness at this site. To monitor treatment effectiveness by RegenOx, a round of groundwater samples will be collected on 15 and 16 July 2010 and analyzed for VOCs to provide a baseline of groundwater quality at the site. Approximately four 4 w eks after injecting ectin the oxidizing reagents, another _ round of groundwater samples will be collectedand analyzed. Based upon the evaluation of this data, a determination will be made as to whether additional injections are necessary to expedite D the degradation of chlorinated compounds in groundwater at the site. 5.0 ONSITE WASTE MANAGEMENT It is estimated that a total of approximately 35 cubic yards of contaminated soil will be excavated from inside the dry cleaner. All contaminated soil will be contained onsite in vacuum/bakers boxes located in the parking area directly south of the dry,cleaner. Each box will be locked for security and safety at the end of each work day. It is anticipated that 4 or 5 boxes will remain on the site for approximately 2 weeks after the completion of the excavation: Representative soil samples will be collected from each'box and sent to a certified analytical laboratory for analysis of volatile organic compounds, inorganics, and'TCLP(toxicity characteristic leaching procedure). The resulting analytical data will be usedito generate a hazardous waste profile that will be used to identify an appropriate offsite.disposal facility. Once an offsite facility is identified,the boxes will be transported for disposal,using a certified hazardous waste hauler, with all manifests being signed by the owner of the property, or their assigned agent. \ 6.0 ENVIRONMENTAL MONITORING PLAN In accordance with a site specific modified Level C Health and Safety plan,proper venting will be in place prior to initiating any work to-protect workers, and minimize vapor intrusion into DSupercuts,'the adjacent tenant. Morgan Environmental will monitor air quality using a photoionization(PID)meter, and adjust ventilation procedures as necessary,inside the dry cleaner and Supercuts throughout the project. Due to the fact that there is no air purifying respirator cartridge for tetracliloroethene, if the maximum PID measurement approaches, or exceeds, 12.5 ppm at any point during this project, all work will stop to re-evaluate work conditions and exposure risks. ORGAN ENVIRONMENTAL LLC 7.0 SCHEDULE The following project schedule is anticipated: D START 26 July 2010 DCOMPLETION OF PROPOSED RAM FIELD ACTIVITIES 20 August 2010 DCOMPLETION OF RAM STATUS REPORT" 120 days following receipt by the MADEP of RAM _ Plan._ " 8.0 REQUIRED PERMITS DDi Safe has been notified ed regarding this,proposed work, and issued a permit#20102801113. On, or after.9 July 2010,the site will be marked_for gas, electric,telephone and communications, ' and cable utilities. Applications for demolition and environmental permits shave been' re ared D P p p _ and submitted to North Andover local authorities for review and approval. No State and federal permits are anticipated for this project. D 9.0 LICENSED SITE PROFESSIONAL EVALUATION AND REPORTING DPursuant to 310 CMR 40.0444, all work conducted under this RAM will be performed under the direction of a Licensed Site Professional (LSP). All reports relating to this RAM will bear the seal-and signature of the LSP. D D ORGAN ENVIRONMENTAL LLC i F ORTH o TovmO Andover . a D�� o A K E 0( o dower, Mass.,103 COCKICHEWICK y� 7,p�ORATEO 7v S BOARD OF HEALTH Food/Kitchen Septic System PERMIT T UI ....... ... . .. �.V*g4.........................................�................� J, LDING INSPECTOR lI ' """ FoundationTHIS CERTIFIES THAT... �.. �[�1��/t......V�/7.. ���'``�.. T y��'`� i has permission to erect... .............................. buildings on SID.-4r.6.......� ....... 7 Rough CA ...................... �� cg Chimney to be occupied as......... .... �l�!!�,carc.. ..................... . ....�v.w. ... .....��4t�.............��............... provided that the person accepting this permit shall 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 CONSTRUCKT S Rough _ Service BUILD SPECTOR 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 S 1 D E Smoke Det. Figures E 1 - PUBLIC 60'W7Of - _ - . .. 1925 COUNTY LAYOUT �. PE'TE'RS ( �_ STRE'E'T: wvxomAlc tDunar+aF e•rum+wn RECORD j 2335 . .. - arx d'vAlr nvr _- RTE/ISby. RYE l,SB P OV 01/ dd/r �/+AA.�e . .ri' ar.cvzaAv Dv�-_ �ua'wu .. ra'no�aux tRn'rver wieum ewc � ,� Dy g ceas N 60'57'30"�6' 446V69' .: o o ...- .. UtlP££dAB SRPS ALML 66T6 40"E P. ...• -I 1 I I i I ..BD`--i--�y DI152 GrE � 1 P \O�/�I I I � f I I I I I 11 191 I I I: I I I I I I ---_mc stPs ---- 36,0' S6JI' '0"E LLL '� \ .1. /2 'R-70.00• 8 \�� L=114.7 PA 4 I I I I I - avO �gOFe� . I . I I I. .. ' I N 11 I I ,I A E - a W/WEROCr o BSERVATION.WELLS IIr I.:.I I I -T BURGER f I I_ I - I t-,-I-.r1-t '-rte - 1 'Ramo _T_o_p_PVc -ropC Jng . .. clic lxrFYer i _ J .. .. 4Ir C hNI - Well ID NortlTing Eas!!ng _ /u+svaaanol t., p I 1 I I I I I I I I �. J - . 1 I _ Elevation: .Elevation .C ..: .... rnrc I I I I I 114'O`�s I I I a3 ulnsuFm AAA NF 3-D .. //� -MW-1D �..5277.45 534145 205.23 205.60 . / 3 i N.riiT7F LUP9 .. PAD V J�6-s _ O _ _ /_ �� a �pr.4' \\ `DOM1 �r I �Q I M.W-2S 1 :5182.82 5098.45 200.27 200.49 u err 6-wr rw lo-wr / .A"'� .. MW-2D 5178:33 5097.88 200.20 200:38 (r7Y¢-s ( I O v�' \\ MW-3S i 5249:28 5126.62 202.21 202.62 - S A I I I I I I I �O. - - I f 18 I I I arE;dn.rtk-+ p '�7 i' d4' �\ \ N \ �� ,. MW-3D. 5245:31 '5128.27. .202.20 202.64 AV 2-,0 �tng'20•.':, - g 9' M1N-4S 5182.08 5198.46 205.25 205.71 s mrc 8 D \ �O \ •'j� \ - r,rovA 0:r eTyi... MW?D 5183.79 5195.53 205.17 205.65 ,•< w Here I' I I I I�I i I i .R� a .. .. - .... .. . yINR1 _ MW-5S T 5148:17 _ 5241.60 204.29 .20489 f �+•� ob D .. w �� 7�\ ..\\\ Al //. 4.y6 t dPA 1 MW-6WT 5125.96 4949.61 197.66 197.80 Y..f .. \ M / W{CF_ 15120.45 4950.01 - 197.54 197.83 rIY.7-5 �..._/ - r + .PAS w 1 1 1 11 �11 , ,^�n � ``"-/i�-, .. I MW-6S- x_5123.60 494500 197.44 197.75 MW-7S 1 5067 54 4995.22 198.56- 198.80 .. MW-8S 5197 55 - 4900.43 197.04 19739 .. O I 0 e 1 1 11. 11 1 i�l�t' MW-8CF 5195.29 4962.43 197.09 197.47 \p. ."(�, t 1 11 1 ..1 S 50'55'39 .W. i .: 6 bs f �U .. .. MW-9WT 1 5278.71 4946.30:- 197.37 197.30 v\ r ar 1 1.. 1 1 ..p49.09'� � N�FKIS z � + Pr� N�L'L� .' � _ ( .. - t .. AKOVA _ \ 2 R - MW-16WT -5171.97 5028.69 198.51 198.90 OF PA r Y a, �� 11 N I 4 s FIGURE 1 J � _ LOICUS MAP (NO SCALE) . _ LEGEND. '.LtN.(S SYMBOLS AND ABBREVIATIONS SHOWN ON THIS PLAN. - - - EDGE OF WETLANDS e OW- OVERHEAD WIRES er S : SEWER UNE •,V Lna r - STONE WALL - - .. NOTES: - :. D DRAIN LINE: .;: 1. REFERENCE PLAN RECORDEDAT THE ESSEX COUNTY, O W WATER LINE r . - _ NORTH DISTRICT REGISTRY OF-DEEDS AS PLAN 6265. G GAS-LINE N *jP er'tl'. 2. ALL WATER AND CAS LINES TAKEN:FROM PLANS OF ® CATCH BASIN .RECORD AND SHOULD BE:CONSIDERED APPROXIMATE ONLY. ®� DRAIN MANHOLEWATER 3. EXISTING:CONDITIONS SHOWN ON THIS PLAN ARE AS.OF rdml .. .. ... PARKING GATE SEPTEMBER'24, 2008. ��! ^OF -- UAUTY STATEMENT.• 4.-MONITORING WELLS SHOWN WERE FIELD LOCATED BY HT . 7H£UNDERCROUNO-URL/71ES.SHOWN HAVE BEEN LOCATED © BUMPERPOST _ DANA F. PERKINS, INC. ON MAY 7, 2009.✓J ' GAS GATE FROM FIELD SURVEY INFORMA 7701 AND EXIS77NG DRAWINGS v. UTILITY POLE THE SURVEYOR MAKES NO GUARANTEE THAT THE ® SEWER MANHOLE - ---- - - - UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH U77LI77ES HANDICAP PARKING SPACE .. �7 Tire. DANA F. PERKINS, 1 e O . /N.THE AREA, E77HER IN SERVICE.OR ABANDONED. THE .. - - MOl vITDRING //GLC .SURVEYO7R FURTHER DOES NOT WARRANT THAT THE m ELECTRIC PULL BOX- _ - .: .. .. .. Consulting Is5lgineers R lend Survey07s - UNDERGROUND URURES SHOWN ARE/N THE EXACT LOCA 7701 MW o IRON ROD, FOUND 1049 EAST STREET INDICA AL THOUGH H£DSS STATE THAT THEY ARE - ® MONITORING WELL LOCATION PLAN _ 1E'SSURV, MASSACHUSETTS 01876 �} L.S. LANDSCAPED AREA m o +e m _ rm . (I I 1 LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMA RON BIT. BITUMINOUS -- - - PETERS STREET PREPARED.FOR: I' AVAILABLE. 7H£:SURVEYOR HAS NOT PHYSICALLY LOCATED .. .. .. ... 1 MORGAN ENVIRONMENTAL u THE UNDERGROUND U7IUIIES - -CONC. CONCRETE (D7:Fm) N/F NOW OR TRANSFORMER _ 1 Ince-30 K - NORTH AX00VERA MA I 107 BEACH STREET TRABY DANA F.PERKINS,Inc.- 09 QSCALE:1".. 30" DATE:MAY 22, 2009. JOB NO 51150 w SHEET OF 1 COPYRIGHT Q 20 aI '; O 2008 W.L.GORE dASSOCIATES --� - : _ 891.251 505.243 >. 286.418 162.368 521045 29.580 16.769 9:506 FC OC. 5.389 vO0 �� o�� �fi� SAj�� . 3.055 -9 1.732 $83 0 0 • .� I O � � �' 0:982 4 O 0.316 t�� �Q 0.179 5 882 910 0:101 0 0 " . '. 909 O 4 0.037 ( 0.05 m 6 O 890 +�`,Q 3 p O 0.018 888 10889 0..:. 0.010 O1. O 891 PCE m cv JIN�� O 1 892 £µ !p \J 887 \O �� 1� _ � � �a0� { O 893 894 , .r 901 m O . Q r 900 �o •: O 895 O 4 f ` �^ � t 3 N mQ O 902 04 j 8 i O 03 0 1 FIGURE 2 897 98 O O P 905 9 6� "•.S>, _ �s TM 89 GORE Surveys for Environmental Site Assessment �o�c• � �• W.L. GORE & ASSOCIATES, INC. �pa�• �IF \5 P�fl _ GORE ..100 CHESAPEAKE BOULEVARD_ -. O��P•� _ __ .. .. ELKTON.MO.USA,21921 ' :: Crt6!!Ye Technologies USA WorTdw;de (410)392-7600 Morgan Environmental Dry Cleaner Site 0 Tetrachloroethane Scale 1:420 GORE and designs are trademarks o/W.L.GORE&Associates25 O 25 50 75DAT E DRAWN: 2008.Nov 24 DRAWN BY: HGT• ORIG:CAD: Base:..dwg SITE CODE: EQL THIS IN M)%1 NTD NOT OE ITS AH9ALlw¢N15 HAVE BEEN FR IN ANY FDP l IT SALE 115E I THE TEN.EM MErfTtF1ED .. .: .. .. .. W I. G NTD NASI P10T BE USED,HORIZE 11DED IS STRICTLY ED IN NIY WAY WITHOUT TO PRIOR WR.TRA VAISEM'Of (feet) W l GORE I AME L AWES lwLLlnlORIZED 413E IS STRI[T[Y Pfi'[MIB(TED PERSUANT TO OWYRIGM,TRAgEANRI(NA OTHER APPLIce)31,E LAWS REV.DATE: REV.ik PROJECT NUMBER: 13885155 L'Sl a I 8 2008 W.L GORE d ASSOCIATES � .. ` .. .. 3.112 \ � 1.341 1,76 324 0:99 No, 6 - rj k' G 0.569 4 31 Q.. 0.424 �1/ ��0.: 0:319 L _ C0.240 �. �S',pj.. 88 0.136 ., 0.102 t0.077 �9 0.058 0.043 5 _ 882 -� 0.033 I scc 909 910© c r 0.019 m g 90 908 W 888 889 G��TQ 0.010 ONc �'�Gorl 'Q 891 14 �' TCE e,ya G 892 v� 91 911 [FIg] 887 moi_ aql 91 S+ �y G49 . . . . . . . .. O Vii. $93 894 !i� `�+ 901 Orl 900 o F I 00 O 895 O Q 902 ' 906 ,� p 8 04 O ti� 03 FIGURE 3 897 z108 �Fl e 905 y 9s�; `spy GORE TM Surveys for Environmental Site Assessment •pL .- -. 1? G. �' -• VV:L; GORE &ASSOCIATES, INC.. GORE100 CHESAPEAKE BOULEVARD ELKTON•MD,USA 21921 USA Teehnolog;es `(P' woAdw;de (410)392-7800 Morgan Environmental Dry�. C leaner Site r � ichloroethene Scale 1:420 i GORE and designs are trademarks or W.L.GORE 8 Associates 25 0 25 50 75 DATE DRAWN,2008 MY 24 DRAWN BY: HGT. ORIG.CAD: Base...dwg F;WCODE. EQL rmm cQAwrr,w0 Any OF 4Ts Armo*srms PAVE BEEN PPONXED FOR THE SOLE L*E CF TIET.ECIPIENT II7&n7IED . WREIN NO MUST NOT BE USED PEPRCOUCED CQ MODIFIED IN ANY AY WITH"TI-E PRIOR WRITTEN CCrr-ew'OF 0"t)wL GORE 6 AS'OCLATES LNAUWPIIED L6E Is STRICTLY PROMIEREO PERSLANT TO CCPYRK4fT,tRADEIAARK AND - OTHER APPLICASLE LAWS. REV.:DATE: REV.0: - - PROJECT NUMBER: 13885155 .. a a ®2008 W.L.GORE 8 ASSOCIATES ... .. .... : .. .. .. I .. .. .. .. . 18.155 D \ 12.504 �6 PLPpf� 8.612 5.931 �S . P`G(� I 2.8184 . k1.938 i 3• .;�; �i/ �F/' 1.335 0:919 0.633 p ``�o� ��� S',p/9�__ 0.436 0.300 ' 883 0.207 0.142 881 0.098 0.068 5 �s c 882 �e 910 - 0:047 :0.032 g °P 890 8 909 O 0.022 Q 0.015 O 8880 889 , - 0.0110 891 P14 C e° CIS-1,2-DCE of Q Q F 912 911 a 1pgl. 892 Q�, 91 P � r 887 � � ����, -01" O 893 894 _ J 900 q - �o e Pp 895 noN q 906 r 3„ Q 902 04 8 O ti 903 p FIGURE 4 897 98 ss ��Fl 905 P 1? 905 t O 899 ��s8 ��Py GORE TM Surveys for Environmental Site Assessment 8 G W.L1 GORE & ASSOCIATES, INC. 100 CHESAPEAKE BOULEVARD ORE ELKTON,MD,USA 21921 USA - .: Creative rechnoWorldwide lagles _. . �, P• _ 410 392-7600 Worldwide � ( 1 Morgan Environmental : Dry Cleaner Site cis-1 ,2-.D i.ch loroethene rn Scale 1:420 GORE and designs are trademarks of W.L.GORE&Associates 25 0,. 25 50 75 ]II' g DATE DRAWN: 2008.Nov 24 DRAWN BY: HGT ORI CAD Base...dwg SITE CODE: EOL ... THIS DRAWING AND ANY OF ITS ATTACHMENTS HAVE BEEN PRODUCED FOR THE SOLE USE OF THE RECIPIENT IDENTIFIED - HEREIN AND MUST NOT BE USED,REPRODUCED OR MODIFIED-IN ANY WAY WITHOUT THE PRIOR WRITTEN CONSENT OF - (feet) W L.GORE 8 ASSOCIATES.UNAUTHORIZED USE IS STRICTLY PROHIBITED PER5UNdT TO COPYRIGHT.TRADEMARK AND REV.:DATE: REV.A I PROJECT NUMBER: 13885155 OTHERAPPLICABLELAWS I I cs M DEP - � Site Cleanup SITE NAME: Site Scoring Map: 500 feet & 0.5 Mile Radii North Andover Plaza °� 'trs:n;,;rMMn:is r.,... ¢:;,;m7, - Inters of Peters and Turnpike St = North Andover,MA 01845 Site Location a lam ' L i" FIGURE 5' NAD83 Coordinates 936125 230576 a.a - i . ••, l•....•.•.•. �� 125 . � i E ' ` 1-.'NA\ViNORNEPU�CE ! AVENUE .; NU qAoaMs...- pN AVE.._:_ 133 0 FERNVIEVI AVENUE 114 I :•, oiE L, Cyvsg 9 POND ROA ET .. �. .'.'. .'.'. FABR\VoOD.. CMtiBERR[ . /Ts4tE��G G4� i\ i ! ilii4 -\ d'.'.':'.• .. v\�u`GELQue CENTE' �� i. �.••.G.•.•.• pR\DOS. ('y _ SALEALSTREEi \z \ 125 �1. jF, •(,�( ✓0 } \ \ _ _ � I �� • \•+ ,rte. � G,� �i�� �4' 4o�P�� 1 44 O '\ ly A ,—� I, SI e�F r� 9 Rte! �` ^O ic; Npov Q}' s,: PFS i ori . P wt fDO . ` � �(j ,rte � C�pC a �• ��J� \ .r 4D SUTHERLAUJSTREE� 1 \ j� 1� +.s T� V� SpNORAL•„pE BERk V \ - Lt �9F ��� POSS �F< F SUP\l RU � Q� c �C/r. Off, ,pO-p 9� �.Hl.VERHILLSTRLFT - <' 114 0 133 L11[L%000 STREET , N `\ 125 PCO m W EEN ILL (-'E IIApIER \ ! i 9011 L 125 Za. r• o ° � I1. o ��" i i` O 4 sP .e. a c^ 28 �o '•l !. ❑HARDItI TRE $. O i . . . . . . . . . . <9O9'.:' 114... Roads:Limited Access,Divided,Major Road,Connector,Street,Track,Trail EPA Sole Source Aquifer,FEMA 100-year floodplain...... lJ 0 N - — — Public Water Supplies:Ground,Surface,Non Commurity Boundaries:Town,County,DEP Region;Train;PowerGne;Feline;Aqueduct Supply Zone Ar E f,' Approved Zone2 IWPA Surface Water S {� �✓ Basals:Major,Sub:Streams:Perennial,Intermittent,Man Made Shore,Dams Hydrography:Open Water,Reservoir.Tidal Flat.......0 0 Fyg cm2mmWetlands:Fresh,Salt,NHESP Wetlands Habitat....... F 79 Potentially Productive Aquifers:Medium,High Yield..........=Q Cranberry Bog;Protected Open Space;ACEC.........Q Um Non-Potential DrinkingWater Source Area:Mednrm,Hi h Yeld DFP Penni fled Solid Waste Landfills;Certified Venial Pools .. �] V10 S g 0 u o.a o.s nines SCALE 1:15,000 a 074 doNz metro October 16, 2008 Rear dryer 5 ft. o m Opress r - � r - bathroom - n - press Nl■■■■■1■ ■■tN■ �■H■lf■■�fff■■iiw � - � C o r r � r press dry cleaning machine = .r �iaa■auaN■■■r■■■au■■n■ununuunu� 1 Press 17 ft. 3 a 3 press clothes rack press Y � V � `L° 3 C press Area of Excavation �■■■�■■■■■■■■■' counter L \ MORGAN FIG. 6 ENVIRONMENTAL N v i " Dry Cleaner Floor Plan Proposed Areas of Excavation Entrance NORTH ANDOVER PLAZA TURNPIKE STREET,ROUTE 114 NORTH ANDOVER, MASSACHUSETTS ORGAN ENVIRONMENTAL LLC -- SCALE 17=6 ft. Tables O TABLE 1 �0 SUMMARY OF SOIL ANALYTICAL DATA z Y NORTH ANDOVER PLAZA Z TURNPIKE,STREET rn NORTH ANDOVER, MASSACHUSETTS - z (April 2009) \ �d Sample Location MW1-D MW2-D MW3-S MW4-S MW5-S MW6-S, MW7-S MW8-S MW9-WT, MW10-WT MA Reportable O Sample Depth(feet) 3.0-7.0 18.0-20.0 13.0-15.0 19.0=21.0 17.0-21.0 23.0-25.0 25.0-26.0 23.0=24.0 14.0-16.0 11.0-13.0 Concentrations' z _ Sample Date 4/9/2009 4/10/2009 4/15/2009 4/17/2009 4/16/2009 4/14/2009 4/14/2009 4/14/2009 4/21/2009 .4/16/2009 For RCS-1 Site (Ppm) - Z Volatile Compound y Concentration(ppm) C" Tetrachloroethene ND 3.2 ND 4.2 ND 0.0013 ND 0.065 0.004 1:3 1 r Trichloroethene ND ND ND ND ND ND ND 0.0013 ND ND 0.3 r Cis 1,2-Dichloroethene ND ND ND ND ND ND ND 0.0022 ND ND- 0.3 n Vinyl Chloride ND ND ND ND ND ND -ND ND ND ND 0.6 Naphthalene ND ND ND ND ND ND ND ND ND ND 4 Toluene ND ND ND ND ND ND ND - ND ND ND 30 Total Metals(ppm) Arsenic 40 : 78 130 52 230 29 21 14 ` 21. 31 20 Cadmium ND ND 4 ND 0.74 ND ND ND ND ND 2 Chromium- 10 35 120 8.2 J 30 28 10 24 23 26 30 Iron 24000 38000 _ 80000 52000 40000 25000 1.9000 19000 15000 19000 NA Lead _jW7 28 33 4.3 50 4.7 15 5.1 3.9 5.7 300 Manganese 1000 -450 13000 220 6000 430 180.0 290.0 160 260.0 NA _ Mercury ND ND ND ND ND ND ND ND ND - ND -20 Volatile Petroleum Hydrocarbons(ppm) C5-C8 Aliphatics(FID) ND * * - * ' * 100 C9-C12 Aliphatics(FID) ND * '` 1000 C9-C10 Aromatics(PID) ND ' ' "' "' 100 Extractable Petroleum Hydrocarbons(ppm) - C9-C18 Aliphatics ND * * 1000 C19-C36 Aliphatics -19:7 * "` 3000 C11-C22 Aromatics 15.6 " * 1000 - Notes: ppm=parts per million=mg/kg ND=Not detected at the reported detection limit for the sample *=Analyte was not analyzed NA=Reportable concentration is not set by MADEP i 1 O , TABLE 2 SUMMARY OF GROUNDWATER ANALYTICAL DATA a � - z - NORTH ANDOVER PLAZA til TURNPIKE STREET Z NORTH ANDOVER, MASSACHUSETTS C �d Sample Location MW1-D MW1-D MW2-S MW2-S MW2-S MW2-D MW2-D MW2-D MA Reportable O Sample Date" 4/27/2009 1/20/2010 4/13/2009 4/27/2009 , 1/20/2010 4/13/2009 4/27/2009 1/20/2010 Concentrations Z' Screened Interval(ft) 33-43 33-43 12-22 12-22 1/20/2010 32-42 32-42 32-34 For RCGW-2 Site Water Table(ft. below grade) 3.76 1.81 -6.5 3.37 3.49 -5.5 - 3.46 3.91 (ppm) Z y Volatile Compound a Concentration(ppm) r " Tetrachloroethene ND ND 9.5 24 23 0.77 3.9 1.6 0.05 r Trichloroethene ND ND 0.25 1.0 ND 0.14 .0.63 , 0.39 0.03 n` Cis 1,2-Dichloroetliene ND ND ND ND ND ND 0.027 0.022 0.1 Trans 1,2-Dichloroethene ND ND ND ND ND ND ND ND 0,09 Vinyl Chloride ND ND ND ND ND ND ND ND - 0.002 Carbon Disulfide ND ND ND ND ND ND ND ND 101. 1,1,1-Trichloroethane ND ND ND ND ND ND ND ND' 4 - Toluene ND ND ND ND ND ' ND ND ND 40 Ethylbenzene. ND ND ND ND_ ND ND ND - ND 5 1,1-Dichloroethene ND ND . ND ND ND ND ND ND 0.08 p/m-Xylene ND ND ND ND ND ND ND ND 5 o-Xylene ND ND ND ND ND ND ND ND 5 1,1,1,2-Tetrachloroethane ND ND ND ND ND ND ND ND -0.01 1,2,4-Trimethylbenzene ND ND ND ND ND ND ND ND 100 Dis'solved-Metals(ppm) Arsenic' - 0.015 " * ND * * 0.006 * 0.9 - Cadmium ND * * ND * * ND * 0.004 Chromium 0.02 * * ND * * 0.02 0.6 Iron ND * 0.1 * * ND Lead ND * * ND. * * `/ND' * 0.01 Manganese 0.05 - * * 0.169 * * ND Mercury ND * ND * * ND * 0.02 Notes: a ppm=parts per million=mg/I ND=Not detected at the reported detection limit. '=Not analyzed MW2-S=field screening samples 0 TABLE 2 - SUMMARY OF GROUNDWATER ANALYTICAL DATA Z NORTH ANDOVER PLAZA TURNPIKE STREET Z NORTH ANDOVER, MASSACHUSETTS Sample Location MW3-S MW3-S MW3-D MW3-D MW4-S MW4-S MW4-D MW4-D MA Reportable Sample Date 4/27/2009 1/20/2010 4/27/2009 1/20/2010 4/27/2009 1/20/2010 4/27/2009 1/20/2010 Concentrations Z Screened Interval(ft) 19-29 19=29 35-45 35-45 17-27 17-27, 38-48 3848 For RCGW-2 Site Water Table-ft below grade) 5.35 5.61 5.8 6.22 4.98 5.12 6.27 6.35 (ppm) rn , Z Volatile Compound r Concentration(ppm) l Tetrachloroethane 0.014 0.015 ND ND 22 35 0.0095 '23. r, 0.05 r Trichloroethene ND ND ND ND ND .0.08 0.001 0.33 0.03 n Cis 1,2-Dichloroethene ND ND ND ND ND ND ND 6.614 0.1 Trans 1,2-Dichloroethene ND ND ND ND ND ND ND 0.0013 - 0.09 Vinyl Chloride ND ND, ND ND ND ND ND ND 0.002 Carbon Disulfide ND ND ND ND ND ND ND ND 10 1,1,1-Trichloroethane ND ND ND ND ND 0.0011 ND ND 4, Toluene ND ND ND ND ND 0.0022 ND ND 40 Ethylbenzene ND ND ND ND ND 0.0015 ND ND 5 1,1-Dichloroethene ND _ ND ND ND ND 0.0032 ND ND 0.08 p/m-Xylene ND ND ND ND ND 0.0043 ND ND 5' o-Xylene ND ND ND ND ND 0.0018 ND ND 5 1,1,1,2-Tetrachloroethane ND ND ND ND ND 0.0021 ND ND 0.01 1,2,4-Trimethylbenzene ND' ND ND NO ND 0.0026 ND ND 100 Dissolved Metals(ppm) Arsenic 0.005 * ND * ND * 0.006 * 0.9 Cadmium ND ND * ND * ND * 0.004 Chromium ND * 0.03 * ND ND * 0.6 Iron 0.05 0.07 * 2 * ND Lead ND * ND * ND * ND * 0.01 Manganese 1.93 * ND * 1.65 _ * ND * " Mercury ND , * ND * ND * ND *• 0.02 Notes: ppm=parts per million=mg/I , ND=Not detected at the reported,detection limit *=Not analyzed MW2-S=field screening samples. 2 •,� O D C� O \D CD D D OD O �] D 0 ' D �7 a D o _ TABLE 2 , SUMMARY OF GROUNDWATER ANALYTICAL DATA Z NORTH ANDOVER PLAZA m TURNPIKE STREET Z NORTH ANDOVER, MASSACHUSETTS C �d Sample Location MW5-S MW5-S MW6-S MW6-S MW6-S MW6-S' MW6-WT MW6-WT MW6-WT MA Reportable O Sample Date 4/16/2009 4/27/2009 1/21/2010 4/1412009 4/27/2009 1/21/2010 4/16/2009 4/27/2009 1/21/2010 Concentrations Z Screened Interval(ft) 17-27 , 17-27 17-271 24-29 24-29 24-29 3-15 3-15 -3-16 For RCGW-2 Site Water Table(ft. below grade) -4.0 0.82 1.04 5.42' 4.99 5.31 5.19- 4.78 4.46 (ppm) z _ Volatile Compound Y Concentration m r (ppm) r Tetrachloroethene 0.000,91 ND ND 0.078 0.062 0.17 1.50 0.089 � 0.023 0.05 r Trichloroethene ND, ND ND 0.046 0.063 0.098 >0.190 0.067 0.01 0.03 n Cis 1,2-Dichloroethene ND ND ND 0.0083 0.012 ND 0.04 0.027 0.012 0.1 Trans 1,2-Dichloroethene ND -ND ND ND ND ND , ND ND ND 0.09 Vinyl Chloride ND ND ND ND ND ND ND ; 0.007 ND 0.002 Carbon Disulfide ND ND ND ND ND ND ND ND ND 10 1,1,1-Trichloroethane ND ND ND ND" ND ND ND ND ND 4 Toluene ND ND ND ND ND ND ND ND ND 40. Ethylbenzene " ND ND ND ND ND ND ND ND ND 5 1,1-Dichloroethene ND ND ND ND ND - ND ND ND ND 0.08 p/m-Xylene ND ND ND ND ND ND ND ND ND 5 o-Xylene ND ND NO ND ND ND ND ND ND 5 - 1,1,'1,2-Tetrachloroethane ND ND ND ND' ND ND ND ND ND 0.0.1 1,2,4-Trimethylbenzene ND ND ND ND ND ND ND ND ND 100 Dissolved Metals(ppm) Arsenic * ND * 0.026 * * ND * 0.9 Cadmium * ND * ND * * ND * 0.004 Chromium * ND * * NND * ND * 0.6 Iron * - ND * * ND * 2.1 Lead * ND * * ND * * ND * 0.01 Manganese * 0.163 * * 0,322 * * 3.68 Mercury * ND * * ND * - * ND * 0.02 Notes: ppm=parts per million=mg/1 ND=Not detected at the reported detection limit *=Not analyzed MW2-S=field screening samples - 3 O TABLE 2 _ SUMMARY OF GROUNDWATER ANALYTICAL DATA Z NORTH ANDOVER PLAZA ry TURNPIKE STREET Z NORTH ANDOVER, MASSACHUSETTS �0 Sample Location MW6-CF MW6-CF MW6-CF MW7-S MW7-S MW7-S MW8-S MW8-S MW8-S MA Reportable O Sample Date 4/21/2009 4/27/2009 1/21/2010 4/21/2009 4/27/2009 1/21/2010 4/15/2009 4/27/2009 1/21/2010 Concentrations Z Screened Interval(ft) 4-9 4-9 4-9 25-30 25-30 25-30 23.5-28.5 23.5-28.5 23.5-28.5 For RCGW-2 Site Water Table(ft. below grade) 5.25 4.42 4.42 3.18 3.3 3.04 4.4 5.44 5.82 (ppm) Z. Volatile Compound Y Concentration(ppm) r Tetrachloroethene. 0.054 0.059 -0:027 0.002 0.0025 ' 0.002 0.420 0.041 0.021 0.05 r Trichloroethene 0.048 0.140 0.013 0.00069 0.00059 ND 0.083 0.316---'-0.096 0.03 n Cis 1,2-Dichloroethene 0.0097 0.026 0.0089 ND ND ND 0.027 0.080 0.073 0.1 Trans 1,2-Dichloroethene ND ND ND ND ND ND ND ND ND - 0.09 Vinyl Chloride ND 0.0016 ND ND ND ND ND 0.007 0.0026 0.002 Carbon Disulfide ND ND ND ND ND, ND ND ND ND 10 1,1,1-Trichloroethane ND ' ND ND ND ND ND ND ND ND 4 Toluene ND ND ND NO ND ND ND ND ND - 40 Ethylbenzene ND ND ND ND ND ND ND ND ND 5 . 1,1-Dichloroethene ND ND ND ND ND ND ND ND ND 0.08 p/m-Xylene ND -ND ND ND ND ND ND ND ND 5 o=Xylene ND ND ND ND .ND ND ND ND ND 5 1,1,1,2-Tetrachloroethane ND ND ND ND ' ND ND ND ND ND 0.01 1,2,4-Trimethylbenzene ND ND ND ND ND ND ND ND- ND 100 Dissolved Metals(ppm) Arsenic * ND * _ * ND * 0.026 * 0.9 Cadmium 0.006 * * ND * * ND * - 0.004 Chromium ND * * ND * * ND * '0.6 Iron * 0.05 * * ND * 24 Lead * ND * * ND_ * * -ND * 0.01 Manganese * 6.49 * * 0.569 , * 4.28 Mercury * ND ND * * ND * 0.02 Notes: ppm=parts per million=mg/I ND=Not detected at the reported detection limit *=Not analyzed MW2-S=field screening samples 4 o TABLE 2 SUMMARY,OF,GROUNDWATER ANALYTICAL DATA Z NORTH ANDOVER PLAZA �y TURNPIKE STREET . Z NORTH ANDOVER, MASSACHUSETTS Sample Location MW8-CF MW8-CF MW8-CF MW9-WT MW9=WT MW9-WT MW10-WT MW10-WT MW10-WT MA Reportable Sample Date 4/21/2009 4/27/2009 1/21/2010 4/21/2009 4/27/2009 1/21/2010 4/16/2009 4/27/2009 1/21/2010 Concentrations Z Screened Interval(ft) 4-9 4-9 4-9 3-15 3-16 3-15 3-15. 3-15 3-16 For RCGW-2 Site Water Table(ft. below grade) 5.9 5.08 5.41 -4.5 5.94 5.84 -y4.0 4.17 4.51 (ppm) z _ ' Volatile Compound Y Concentration m r Tetrachloroethene 0.022 0.039 0.16 0.12 0.089 0.069, 2,40 • 0.210 0.38 _1 0.05 r Trichloroethene 0.046 0.260 0.13" - 0.0033 0.007 0.02 0.036 0.012 0.019 0.03 n Cis 1,2-Dichloroethene 0.018 0.100 0.083 0;0061 0.0086 0.017 ND 0.0026 ND 0.1 , Trans 1,2-Dichloroethene ND ND ND ND ND ND ND ND ND 0.09 Vinyl Chloride 0.0019 0..0098 0.0071 ND 0.0014 0.0024 ND ND ND 0.002 Carbon Disulfide ND ND ND ND ND ND ND ND ND 10 1,1,1-Trichloroethane ND _ ND ND ND ND ND ND ND ND 4_ Toluene. ND ND ND ND ND ND ND ND ND 40 Ethylbenzene ND ND ND ND _ ND ND ND ND ND 5 1,1-Dichloroethene ND ND ND ND - IND ND ND ND ND 0.08 p/m-Xylene ND ND ND ND ND ND - ND ND ND 5 o-Xylene ND ND ND ND ND ND ND ND ND 5 1,1;1,2-Tetrachloroethane ND ND ND ND , ND ND ND ND ND 0.01 1,2,4-Trimethylbenzene ND ND ND• ND ND ND ND ND ND 100 . Dissolved Metals(ppm). Arsenic' * 0.025 * * ND * ND * 0.9 Cadmium * ND * * ND * * ND * 0.004 Chromium * ND * * ND * * ND 0.6 Iron * 22 * * ND * * 0.43 Lead * ND * * ND * * ND * 0.01 Manganese- * 3.6 * 2.95 * * 6.11 Mercury * ND * * ND * * ND * 0.02 Notes: ppm=parts per million=mg/I ND=Not detected at the reported detection limit "=Not analyzed ,MW2-S=field screening samples 5 D D Q Q7 D D Tk-----J 3 © D O L� © O D O ►� O SUMMARY OF INDOOR AIR ANALYTICAL DATA C) SUPERCUTS-HAIR SALON/NORTH ANDOVER PLAZA z NORTH ANDOVER, MASSACHUSETTS Sample I.D. SCUTS-LOB January 21 2010 February 2712010 Z Volatile Organics in Air ppbV RDL ug/m3 RDL ppbV RDL -ug/m3 RDL O 2-Butanone 0.336 0.200 0.990 0.589 0.228 0.200 0.672 0.589 Z Acetone 2.95 1.000 7.00 2.37 ND 1.000 ND 2.37 m Benzene 0.297 0.200 0.948 0.638 - 0.278 0.200. 0.887 0.638 Z Chloromethane 8.61 0.200 17.80 0.413 0.939 0.200 1.940 _ . 0.413 Dichlorodifluoromethane 0.51 0.200 2.52 0.988 0.531 0.200 2.620 0.988 r Ethanol 1690 12.50 3180 23.5 1450 12.50 2730 23.5 r Isopropanol 46.10- 0.500 11.3 1.23 10.3 _ 0.500 25.3 1.23 r Methylene chloride 5.92 0.500 20.5 1.74 ND 0.500 ND 1.74 n Heptane 0.337 0.200 1.38 0.819 ND 0.200 ND 0.819 Tetrachloroethene 339 1.000 2300 6.78 41,2: 0,200 279 , 1.36 Toluene 2.89 0.200 10.9 0.753 0.498 0.200 1.88 0.753 Trichloroethene" 0.655 0.200 3.52 1.07 ND 0.200 . ND 1.07 Trichlorofluoromethane 0.615 0.200 .3.45 1.12 0.512 0.200 2.87 1.12 Sample I.D. SCUTS-REAR Volatile Organics in Air ppbV RDL ug/m3 RDL ppbV RDL ug/m3 RDL 2-Butanone 0.429 0.200 1.260 0.589 0.231 0.200 0.681 0.589 Acetone 3.15 -1.000 7.47 2.37 ND -1.000 ND 2.37 Benzene 0.305 - 0.200 0.974 0.638 0.249 0.200 0.795 0.638, Chloromethane 10.4 0.200 21.40 0.413 -0.942 0.200 1.94 0.413 Dichlorodifluoromethane 0.52 0.200 2.57 0.988 0.532 0.200 2.63 0.988 Ethanol 1280, 12.50 2410' 23.5 1260 12.50 2380 23.5 Isopropanol 38.6 0.500 94.7 1.2 7.85 0.500 19.3 1.23 Methylene chloride -, 6.90 0.500 24.0 1.74 ND 0.500 ND 1.74 Heptane 0.376 0.200 1.54 0.819 ND 0.200 ND 0.819 Tetrachloroethene 449 J, 1.000 2840 6.78 46.8 0.200 31'71.39 Toluene 0.826 0.200 3.11 0.753 0.383 0.200 1.44 0.753 Trichloroethene 1.82 0.200 9.76 1.07 ND 0.200 ND 1.07 Trichlorofluoromethane 1 0.715 1 0.200 4.01 1.12 0.533 1 0.200 1 1 -2.99 1.12 Notes: NA=Not analyzed RDL=Reported-detection limit. ND=Not detected at the reported.detection limit for the sample. shaded=Exceeds MADEP commercial office and retail Imminent Hazard. T�7 3 G� O SUMMARY OF INDOOR AIR ANALYTICAL DATA , C) SUPERCUTS HAIR SALON/NORTH ANDOVER PLAZA Z NORTH ANDOVER, MASSACHUSETTS m Sample I.D. SCUTS-LOB March 12 2010 March 142010 z (dry 61. not in operation) C Volatile Organics in Air ppbV RDL ug/m3 RDL - ppbV RDL ug/m3 RDL O 2-Butanone 0.279 0.200 0.822 0.589 ND 0.200 ND 0.589 Z Acetone 2.01 1.000 4.78 2.37 2.450 1.000 5.810 2.37 Benzene ND 0.200 ND 0.638 ND 0.200 ND 0.638 Z Chloromethane 0.614 0.200 1.27 0.413 0.503 0.200 1.04 0.413 Y Dichlorodifluoromethane 0.495 0.200 2.45 0.988 0.454 0.200 2.240 0.988 r Ethanol 684 6.25 1290 11.8 499' 2.50 939 4.7 r Isopropanol 8.85 0.500 21.7 1.23 9.4 0.500 23.0 - 1.23 r Methylene chloride 1.64 0.500 5.67 1.74 ND 0.500 ND 1.74 Heptane -ND 0:200 ND 0.819 0.226 0.200 0.926 0.819 Tetrachloroethene 47.6 0.200 322 1.36 6.5 0.200 44 1:36 4 Toluene 1 0.282 0.200 106 0.753 ND 0.200 ND 0.753 Trichloroethene ND 0.200 - ND 1.07 ND 0.200 ND 1.07 Trichlorofluoromethane 0.603 0.200 3.38 1.12 0.358 0.200 2.01 1.12 Sample I.D. SCUTS-REAR Volatile Organics in Air ppbV RDL ug/m3 RDL ppbV RDL --ug/m3 RDL 2-Butanone 0.241 0.200 0.710 0.589 0.27 0.200 0.796 0.589 Acetone 1.78 1.000 4.21 2.37 2.62 1.000 6.22 2.37 Benzene ND 0.200 ND 0.638 ND 0.200• - ND 0.638 Chloromethane 0.582 0.200 1.20 0.413 0.548 -0.200 1.13 0:413 Dichlorodifluoromethane 0.475 0.200 2.35 - 0.988 0.502 0.200 2.48 0.988 Ethanol 611 6.25 1150 11.8 509 5.00 958 9.41 Isopropanol 5.38 0.500 13.2 1.23 5:52 0.500 13.6 1.23 Methylene chloride 1.67 0.500 5.81 1.74 ND 0.500 ND 1.74 Heptane ND 0.200 ND 0.819 0.232 0.200 0.95. 0.819 Tetrachloroethene 48.6 J 0.200 330- 1.36 7.58 0.200 51.3 1.3E Toluene 0.241 0.200- 0.907 0.753 ND 0.200 ND 0.753 Trichloroethene ND 0.200 ND 1.07 ND 0.200 ND 1.07 Trichlorofluoromethane 0.613 0.200 3.44 1.12 0.4 0.200 2.24 1.12 Notes: NA=Not analyzed RDL=Reported detection limit. ND--'-Not detected at the reported detection limit for the sample. shaded=Exceeds MADEP commercial office and retail Imminent Hazard. r T a�__7 3 O SUMMARY OF INDOOR AIR ANALYTICAL DATA SUPERCUTS HAIR SALON/NORTH ANDOVER PLAZA a - _ Z NORTH AN MASSACHUSETTS M ' ' Sample I.D. SCUTS-LOB March 26 2010 March 28 2010 Z (dry cl. not in operation) C Volatile Organics in Air ' ppbV RDL ug/m3 RDL ppbV RDL ug/m3 RDL O 2-Butanone 0.0276 0.200 0.813 0.589 0.308 , 0.200 , 0.908 0.589 Z Acetone 4.61 1.000 10.90 2.37 4.970 1.000 11.800 2.37 r� Benzene ND 0.200 ND 0.638 ND 0.200 ND 0.638 Z Chloromethane 0.571 0.200 1.18 0.413 0.785 0.200 1.62 0.413 a Dichlorodifluoromethane 0.438 0.200 2.16 0.988 0.466 0.200 2.300 0:988 r Ethanol 497 6.25 936 11.8 812 6.25 1,530 _ 11.8 r Isopropanol 51.30 0.500 126 1.23 6.72 0.500 16.5 1.23 r" Methylene chloride ND 0.500 - ND 1.74 ND 0.500 ND 1.74 Heptane 0.235 0.200 0.962 0.819 0.323 0.200 1.320 0.819 Tetrachloroethene 39.1 0.200 265 1.36 1.95 0.200 13.2 1.36 Toluene 0.639 0.200 2:41 0.753 ND 0.200 ND 0.753 Trichloroethene ND 0.200 ND 1.07 ND 0.200 ND 1.07 Trichlorofluoromethane 0.509 0.200 2.86 1.12 0.491 0200 2.76 1.12 Notes: NA=Not analyzed - RDL=Reported detection limit. ND=Not detected at the reported detection limit for the sample. shaded=Exceeds MADEP commercial office and retail Imminent Hazard. App. A , l ` / 1 _ r DAPPENDIX A 1 ' Release Notification Form Ir _ ORGAN ENVIRONMENTAL LLC Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC9 03 ❑ Release Tracking Number RELEASE NOTIFICATION&NOTIFICATION 71. RETRACTION FORM El - 2s33o ❑ Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371(Subpart C) A RELEASE OR THREAT OF RELEASE LOCATION: O1. Release Name/Location Aid: NORTH ANDOVER PLAZA' 2. Street Address: PETERS AND TURNPIKE STREETS(RTE 114) O� 3. City/Town: NORTH ANDOVER 1 4. Z!P Code: 01845'0000 5.UTM Coordinates: a.UTM N: 4726923 b 325669 B. THIS FORM Is BEING USED TO: (check one) ❑ ❑ 1.Submit a Release Notification 0 2. Submit a Revised Release Notification 3. Submit a Retraction of a Previously Reported Notification of a release or threat of release including supporting - ❑ R 40.0335 Section C is not required) documentation required pursuant to 310 CM ( (All sections of this transmittal form must be filled out unless otherwise noted above) C.INFORMATION DESCRIBING THE RELEASE ORTHREAT OF RELEASE(TORI: (� 1. Date and time of Oral Notification,if applicable. Time: L_�❑ AM ❑ PM mm/dd/yyyy hh:mm 2. Date and time you obtained knowledge of the Release orTOR: 10/13/2008 Time: 11:00 Q Aly ❑ PM mm/d&,Wy hh:mm 3. Date and time release or TOR occurred,if known: Time: ❑ AM ❑ PM mMdd/yyyy hh:mm ❑ Check all Notification Thresholds that apply to the Release or Threat of Release: (for more information see 310 CMR 40.0310-40.0315) 4, 2 HOUR REPORTING CONDITIONS 5, 72 HOUR REPORTING CONDITIONS 6. 120 DAY REPORTING CONDITIONS ❑ a. Sudden Release a. Subsurface Non-Aqueous a. Release of Hazardous ❑ Phase Liquid(NAPE)Equal to Material(s)to Soil or ❑ b. Threat of Sudden Release or Greater than 1/2 Inch Groundwater Exceeding [] c. Oil Sheen on Surface Water ❑ b. Underground Storage Tank Reportable Concentration(s) (UST)Release b. Release of Oil to Soil ❑ d. Poses Imminent Hazard E] Exceeding Reportable e. Could Pose Imminent ❑ c. Threat of UST Release Concentrations)and Affecting ❑ HazardLi More than 2 Cubic Yards d. Release to Groundwater ❑ f. Release Detected in near Water Supply c. Release of Oil to Private Well ❑ Groundwater Exceeding ❑ e. Release to Groundwater Reportable Concentration(s) ❑ g. Release to Storm Drain ❑ near School or Residence d. Subsurface Non-Aqueous ❑ h' Sanitary Sewer Release ❑ f. Substantial Release Migration ❑ Phase Liquid(NAPL)Equal to (Imminent Hazard Only) or Greater than 1/8 Inch and Less than 1/2 Inch Revised:02/10/2006 Page 1 of 3 MP Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 RELEASE NOTIFICATION&NOTIFICATION Release Tracking Number RETRACTION FORM a - 2s33o ❑ Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371(Subpart C) C. INFORMATION DESCRIBING THE RELEASE OR THREAT OF RELEASE(TORI:(cont', 7. List below the Oils(0)or Hazardous Materials(HM)that exceed their Reportable Gancentration(RC)or Reportable Quantity (RQ)by the greatest amount. ❑ O or HM Released CAS Number, O or HM Amount or Units RCs Exceeded,if If known Concentration Applicable(RCS-1,RCS 2, RCGW 1,RCGW 2) I!I ❑ ARSENIC 1120.00 PPM RCS-1 LEAD 7439-92-1 HM 0.02 PPM RCGW-2 aTETRACHLOROETHYLENE 119.00 PPM RCGW 2 TRICHLOROETHYLENE 10.06 PPM RCGW-2 ❑ 8. Check here if a list of additional Oil and Hazardous Materials subject to reporling is attached. DD. PERSON REQUIRED TO NOTIFY: 1. Check all that apply: 11a.change in contact name ❑ b.change of address Q c. change in the person ❑ notifying' 2. Name of Organization: NORTH ANDOVER VENTURES LIMITED PARTNERSHIP,BY NORTH ANDOVER VENTURE ❑ 3. Contact First Name: ROBERT 4.Last Name: LANE 5 Street 990 WASHINGTON STREET,SUITE 110 6.Title: PRESIDENT ❑ 7 City/Town: DEDHAM 8. State: 9. ZIP Code: 02026-0000 10. Telephone: (781)407-7799 11.Ext: 12. FAX (781)407-7733 ❑ ❑ 13. Check here if attaching names and addresses of owners of properties affected by the Release or Threat of Release, other than an owner who is submitting this Release Notification(required). E RELATIONSHIP OF PERSON TO RELEASE OR THREAT OF RELEASE: © 1. RP or PRP Q a. Owner ❑ b. Operator ❑ c. Generator ❑ d. Transporter ❑ ❑ e. Other RP or PRP Specify: ❑ 2. Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) ❑ ❑ 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) ❑ 4. Any Other Person Otherwise Required to Notify Specify Relationship: Revised:02/10/2006 Page 2 of 3 S r Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 RELEASE NOTIFICATION &NOTIFICATION Release Tracking Number RETRACTION FORM F - 2s33o IL I Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371(Subpart C) F. CERTIFICATION OF PERSON REQUIRED TO NOTIFY. a 1. ANTHONY DELTUFO ,attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form,(H)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(iii) that 1 am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or entity on whose behalf this submittal Is made amfls aware that there are significant penalties,including,but not limited to, possible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information. 2 By. ANTHONY DELTUFO 3. Title: AGENT Signature 4. For. NORTH AND VENTURES LIMITED PARTNERSHIP,BY N 5 Date: 2116/2010 (Name of person or entity recorded in Section D) mm/ddtyyyy Q 6. Check here if the address of the person providing certification is different from address recorded in Section D. 7. Street 42 lONGWATER DRIVE I I 8 Cit}dTown: NORWELL 9. State. MA 10. ZIP Code: 02061-9149 11. Telephone: (781)792-5819 12.Ext: 13. FAX YoU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$1%000 PER BILLABLE YEAR FOR THIS DISPOSAL SITE.YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENAL®FOR MISSING A REQUIRED DEADLINE Date Stamp(DEP USE ONLY:) O Received by DEP on 2/16/2010 9:58:36 AM II Revised:02/42006 Page 3 of 3 �� I D D Documentation for Revised Release Notification BWSC-103 SEC B Q.2 In Section C. 7.the Reportable Concentration for soil was improperly references as"RCS-2". The reference has been corrected to"RCS-1". a , D o .D D D D D D D D D - D D App• B R APPENDIX B Notice of Responsibility for RTN 3-28330 i D4 i i ORGAN ENVIRONMENTAL LLC C.J/ JU/ 4UU7 AU.J1 10140! ! !JJ 9_1U1%14.U190 1.1UNI FHVG Ulf UY ,a vY 1 5 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY&ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION NORTHEAST REGIONAL OFFICE -205B Lowell Street, Wilmington, MA 01887 • (978) 694-3200 aI L 4 PATRICK IAN A.BOWLES 'mor Secretary POTHY P.MURRAY LAURIB BURT tenant Governor Commiesioner North Andover Ventures Limited Partnership, FAARCH 25, 2009 by North Andover Ventures, Inc. RE: North Andover 990 Washington Street, Suite 110 North Andover Plaza Dedham, MA 02026 Intersection of Peters Street& Tumpike Street(RTE 1.14) RTN 3-28330 Attention.Robert Lane NOTICE OF USPONSYBILI'1'Y PER M.G.L.e.21E&310 CMR 40.0000,the MCP THIS IS AN IMPORTANT NOTICE. FAILURE TO TAKE ADEQUATE-AC77ON IN RESPONSE TO THIS NOTICE COUL-D-RESULT�IN SERIOUS LEGAL:C.011ySE.QUENCES:' ` Dear Mr. Lane: Information contained in a Release Notification Form (RNF)submitted to the Massachusetts Department of Environmental Protection(MassDEP) on February 19, 2009 and submitted by North Andover Ventures Limited Partnership,by North Andover Ventures, Inc.indicates that there is or has been a release of oil and/or hazardous material at the above-referenced property which exceeds a"120 day"reporting threshold (310 CMR 40.0315) and which requires one or more response actions. Based on this information, MassDEP has reason to believe that the subject properly or portion(s) Dthereof is a disposal site as defined in the Massachusetts Oil and Hazardous Material Release Prevention and Response Act, M!G.L. c.21 E, and the Massachusetts Contingency Plan, 310 CMR 40.0000 (the MCP). M.G.L. c. 21 E and the MCP govern the assessment and cleanup of disposal sites. OThe purpose of this notice is to inform you of your legal responsibilities under state law for assessing andfot remediating the subject release. For purposes of this notice,the terms and phrases used herein shall have the meaning ascribed to them by the MCP unless the text clearly indicates otherwise. STATUTORY LIABILITIES MassDEP.has.reason to believe that you (as used in.this letter,•"you"•refem.to_Worth Andover-- Ventures Limited Pai�tne "ship; by�Ivrth Andv`ver'Vesitares tirii:)aT�'a°PiSteritiaWl sponsible Party.(a PRL'):with'Iiability tinderM:G1. c.2iE,,§5,`for�-response'aetion costs:`Section'5 makes'jlie following parties liable to the Commonwealth of Massachusetts: current owners or operators of a site from or at which there is or has been a releaselthreat of release of oil or hazardous material;any person who owned This inran=flon Is available in allernatc format Call Donald M.Games,ADA Coordinator st 617.556.1657.VIDOB 866539.762E or 617-574.6961. bap:1Ayww.mws.gov/dep.Fax(9M 604.3499 to Prirw on Recycled Paper 1 UJI JVI LVVJ A.V.J1 (V1`(V( ( (JJ rIUR1GUIVJ 1.117PI1 f-RUL rJL/04 North Andover Ventures Limited Partnership, by North Andover Ventures, Inc. page-2 or operated a site at ttie•time•hazardous matddal•wds stored or disposed ofr any person who arranged_for the transport, disposal; sforage or treatment'of hazardous material to rar dt a site', any person who transported'hazardous.material to a-tr inspdit.4disposal;sforage o'rtreatmentaite•from which there-is or-has = beefy -�elea�WtFu'eat ofi� ieasrd-bt such-matenal;'ancf•any--pemori wtd-otherwise caused'or-is-legally ' n responsibib fof�a releases(tfveat of'release-of oil or•Iiazardous rnateriaf-at This liability is"strict", meaning it is not based on fault, but solely on your status as an owner, operator, generator,transporter or disposer. It is also joint and several, meaning that you may be liable for incurred the site regardless of the existence of an other liable parties. all response action vests at • g Y The MCP requires responsible parties to take necessary response actions at properties where there is or has been a release or threat of release of oil and/or hazardous material. If you do not take the necessary response actions, or fail to perform them in an appropriate and timely manner, MassDEP is authorized by M.G_L_ c. 21 E to have the work performed by its contractors. By taking such actions, you can avoid liability for response action costs incurred by MassDEP and its contractors in performing these failure to perform response actions under the MCP. actions, and sanctions,which may be imposed for fa p p You may be liable for up to three(3)times ail response action costs incurred by MassDEP. Response action costs include, without limitation,the cost of direct hours spent by MassDEP employees arranging for response actions or overseeing work performed by persons other than MassDEP or its contractors, expenses incurred by MassDEP in support of those direct hours, and payments to MassDEP's contractors. (For more detail on cost liability, see 310 CMR 40.1200.) MassDEP may also assess interest on costs incurred at the rate of twelve percent(12%), compounded annually. To secure payment of this debt,the Commonwealth may place liens on all of your property in the Commonwealth. To:recover fhe debt,the Commonwealth may foreclose on these liens or the Attorney General may bring legal-action against you. your I' i for u to three 3 times all response action costs incurred by MassDEP, In addition to yo lab lity p ( ) p you may also be liable to the Commonwealth for damages to natural resources caused by the release. Civil and criminal liability may also be imposed under M.G.L. c. 21 E, § 11, and civil administrative penalties may be imposed under M.G.L. c. 21 A. § 16 for each violation of M.G.L. c.2111, the MCP, or any order, permit or approval issued thereunder. NECESSARY RESPONSE ACTIONS The subject site shall not be deemed to have all the necessary and required response actions taken unless and until all substantial hazards presented by the site have been eliminated and a level of No Significant Risk exists or has been achieved in compliance with M.G.L. C. 21 E and the MCP. In addition, the MCP requires persons undertaking response actions at disposal sites to perform Immediate Response Actions(IRAs) in response to"sudden releases", Imminent Hazards and Substantial Release Migration. Such persons must continue to evaluate the need for IRAs and notify MassDEP immediately if such a need exists. You must employ or engage a Licensed Site Professional (LSP) to manage, supervise or actually perform the necessary response actions at the subject site. In addition, the MCP requires persons undertaking response actions at a disposal site to submit to MassDEP a Response Action Outcome n Statement (RAO) prepared by an LSP in accordance with 310 CMR 40.1000 upon determining that a level L� of No Significant Risk already exists or has been achieved at a disposal site or portion thereof. [You may obtain a list of the names and addresses of these licensed professionals from the Board of Registration of Hazardous Waste Site Cleanup Professionals at(617) 556-1091.1 tJJ1M/LUM) 1U.a1 1014[)!! !JJ North Andover Ventures Limited Partnership►by North Andover Ventures, lnc. OPage-3 . 310 CMR MassDEP has determined that initial site investigis.Sa'tiion�tted earlier, a completed.-Tiaccordance er Ctass fication- 40.0405, are necessary. In addition, Unless.a ��o riate, a completed Ter•l permit Application• : • • . Submittal pursuant to 310 CMR 40.0510, arad, if app p pursuant to 310 CMR...4.0.0700,•must be submitted.xo MassD Q03oa�or from the date MassDEP i sues a p pursuant to 31.0 CMR of a release is provided to Mass Dl=P p . Notice of Responsibility (NOR),whichever occurs earlier. It is important to note that you must dispose of any Remediation Waste gen rated at soil he subject- ing, location in accordance with 310 CMR 40.0030 mcludmg, without limitation. Any Bill of Lading accompanying such waste must bear the seal and signature of an LSP or, if the response action is performed under the direct supervision of MassDEP,the signature of an authorized representative of MassDEP. res MassDEP encourages parties with liabilities under atGe ai•B1Etaki g prompt actioaction n,you May to releases and•threats of release of oil and/or hazardous m y reduce significantly lower your assessment and cleanup costs and avoid o n e imposition under, or CMR 4 OOa of,certain permit amount nd annual compliance fees for responseP ifY ou have any questions relative to this notice,you should contact Joume Fathe gan at the eletterhead Tracking address or(978)694-3390. All future communications regarding this release must reference Q (R ber 3-ZB330 contained in the subject block of this letter. Very truly yours_____ : oanne.Pa an " Section Chief, Brownftelds0el-Hts Bureau of vlaste Site Cleanup cc: Board of Health,Town of Dedham,Ms.Catherine Cardinale, via,electronic su , ccardizlale dedham-ma.� • L� MassDEP'database(NOR Issued) ��V GJ/3p/LOCJ 7 10.J1 f ol4ci f IF tali 1 v,♦s w1 w 1-faw1-.. .�•.... yM•YrKa:._:</_,:.•,. .y,_y.,,,a„_;':'�•. '.i!:• t_1:i'i, •jr•:,j:y:,+.,t1.•`'•-�.J.�'':i.52,1.�S4Kr/arlt3Y'_:-�Jfi','',�GyY31'�.�:t.�e'.3u3Rm�4•>i�.','r�••'♦k�3.1t�.,: .f•i�._!;:,<'�, <•�_-Ji.i,•_w._`t"7:va'L9.frr3r_.- r.'•.1cr,_'faSf,`J"~ x�`S�:yn'1' vw..#•--•` �'..at�•'ti .>,{� ttt. r9 Y.� 'i_ 0x �S • ..'t Ll e / s.0 D i 4 .T�-• ;;1j, q�;q � ";. '� - :£� -G«�:j;s-`'Sa 1' 2 � $�f���_ � s i � - -�'•2;:+'` ,r!'r>°^L'tYr2't.`p<> .1,, _�^ .a .a:.��a1lC<31Ka','•..••1 •e•ct. � �� iliS,� _ t 'T.9.:��r: r. �. 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'•V�.E,S-a'..:� r t;? w� c,.r. 1�:r .�<•e. tai n'tsi7tilT]ILE�f:_U.c:'::•Q.,_....,:.'.�:.,;,.�`s:>. �"..:.>s„ '•� �-2.2�0:=•% � aS`,�' DD;F�ro:•" q•' <„�- :�� ;�:� '�;:_ :`D:owri-Fi3dien`�!Pr-d L ::$t�tllS' -$'.Stlb'ltfa"I"r'>�:<?rt ,:rL' App. C 1 APPENDIX C Regenesis Company Experience and Qualifications ORGAN ENVIRONMENTAL LLC Site Remediation-Regenesis Company Overview Page 1 of 1 Search I Tuesday,June 29,2010 REGENESIS Advanced Technologies for Contaminated Site Remediation Company Worldwide Products Services Resources Green Blog Order Contact Click Here to Visit our Geo- Company Overview Seal®Vapor Barrier Products aDivision Mission Statement Company: Our mission is to develop,manufacture and ti. market advanced,innovative technologies for ::r nE°`"�= (; Company Overview the restoration or remediation of natural ,• �, resources such as groundwater and soil. ' I I n «r,' 0 Qualifications Regenesis'efforts are driven by and focused Board of Directors on technology performance,customer needs !! j� 0 Executive Team and cost-effectiveness.Our technologies will0 press Releases be supported by the highest level of scientific -� research and technical support within the G Regenesis LTD industry.Looking forward,we will seek out `-` - 0 Employment and explore new technologies for the ( rvexsletter prevention and/or remediation of a broad range of environmental concerns. Company History Incorporated in March 1994,Regenesis was formed to develop and commercialize its first product,Oxygen Release Compound(ORCO).This unique formulation of phosphate- intercalated magnesium peroxide was the first of its kind to provide controiledrelease Quick Links oxygen and was specifically designed for the in-situ treatment of aerobically degradable, petroleum hydrocarbon contamination.Following extensive laboratory and field testing, G Free Tech Transfer Seminars ORC was successfully introduced to the groundwater remediation market in the spring of 1995.This new,low-cost and in-place treatment approach quickly expanded as a 0 Online Application Solhvare Free Cost Estimate&Project Evaluation replacement technology for expensive,above-ground,mechanical pump and treat systems. 0 Case Studies In 2000,another ground breaking technology,Hydrogen Release Compound(HRC®)was 0 Join our rJiaiting List successfully brought to market it was designed to provide a low-cost,controlled-release of hydrogen in the subsurface to support the anaerobic degradation of chlorinated 0 site;nap contaminants.Shortly thereafter,several different versions of HRC were commercialized in response to customer need,particularly HRC-X®for extended hydrogen production and HRC Primer®for more rapid hydrogen production. Leading up to 2004,Regenesis had been primarily in the business of providing products for the accelerated,in-situ treatment of lower concentration,dissolved-phase contaminants that could be readily degraded through aerobic or anaerobic processes. However the need for the in-situ remediation of higher concentration,source areas was growing and employing more aggressive chemical oxidation processes.In late 2004, Regenesis began laboratory then field testing of a new chemical oxidation product known today as RegenOx®.RegenOx was quickly embraced by remediation professionals as it offered a safe,effective and easy to apply alternative to other chemical oxidants. In early 2005,Regenesis went back to the lab to re-engineer HRC.This effort was put forth in response to customer requirements for a product that could be applied in higher volumes,achieve much greater subsurface distribution,and have equal if not greater longevity than original HRC.The result was 3-D Microemulsion(3DMe®),a completely new molecule that met all of our customer needs at a price point Gose to that of basic commodity chemicals. Land Science Technologies,a new division of Regenesis,was formed in 2007 to support the growing needs of Brownfields redevelopment This new group brought to market Geo- Seal®,an industry leading,gas vapor barrier designed to stop problematic vapor intrusion through a high-level of chemical resistance,constructability and cost-effectiveness.To date,Geo-Seal has been applied on redevelopment sites owned by Fortune 500 Companies and around the world.Visit www.landsciencetech.com for more information. Regenesis continues to pursue its commitment to its customers and the environmental remediation industry through the development and enhancement of an entire line of remediation technologies.Looking forward,after over a decade and over 16,000 remediation project sites,Regenesis will pursue its commitment to serving our customers with state-of-the-art technologies and support services.We will continue in our leadership role developing technologies to meet the world's growing demand for innovative environmental solutions. Regenesis-1011 Calle Sombra,San Clemente,CA 92673-Ph:(949)366-8000 Fax:(949)366-8090.Copyright 2009 Regenesis-All Rights Reserved. Remediation Technologies I Bioremediation Products I Groundwater Remediation I Soil Remediation I Brownfields Cleanup I In-Situ Chemical Oxidation L� http://www.regenesis.com/about-contaminated-site-remediation-company/default.aspx 6/29/2010 Case History R-13 Regen REGENESIS Advanced Technologies for Groundwater Resour•:es Successful Reduction of Chlorinated Solvents Using Regen0XTM O CASE SUMMARY Dry Cleaner,San Diego,CA Impacted soil and groundwater was discovered beneath a dry cleaner containing elevated levels of chlorinated a solvents. Source area excavation was performed to remove more than 100 cubic yards of contaminated soil; however, approximately 10 cubic yards remained in place due to inaccessibility. Sampling results indicated the excavation was successful in reducing groundwater contamination but failed to reach the cleanup criteria. Groundwater concentrations increased as a result of residual contamination from the remaining soil.A follow-up treatment was needed to treat the capillary fringe zone. It was determined that biostimulation would not be effective since seasonal fluctuation of the water table would continually re-contaminate the subsurface over many years. An in-situ chemical oxidation pilot test using RegenOxTm was proposed to reduce PCE concentrations near MW-1 and MW-2. REMEDIATION APPROACH The objective of the pilot test was to reduce PCE concentrations to 100 parts per billion (ppb) in the residual source area. Wells MW-1 and MW-2 were surrounded with RegenOx direct-push injection points and a total 1,680 pounds of RegenOx was applied over an area of approximately 4,000 square feet. OFigure 1.Injection Grid Layout GW Flow , sa= ;Q ' MW-1 - C) i---s l MW-2 © � RegenOx Injection Point ■ Application Type:Grid Application ■ Soil Type: Silty sand and clay ■ Treatment Thickness: 10 feet ■ Depth to Groundwater. 13 feet ■ Injection Points: 12 points ■ Quantity Applied: 1,680 lbs ■ Injection Spacing:8 feet n Product Cost: $4100 • Loading Rate: 14 lbs/ft ©2007 Regenesis I www.regenesis.com RESULTS A significant drop in PCE concentrations was apparent 20 days following the RegenOx application(Graph 1).A PCE reduction of 84% and 61%was observed in wells MW1 and MW-2, respectively. Concentrations of TCE a and cis-DCE were also monitored to observe overall RegenOx effectiveness. Well MW 1 showed consistent non-detect levels of both contaminants prior to injection and throughout the monitoring period. Well MW-2 reductions are presented in Tables 1 and 2. Concentrations vs.Time Graph 1. PCE Concentrations 3500 3000 1 RegenOx — Mw1 1 Application Mw-2 :r 2500 1 0 2000 p 1500 1 u n 1000 � 500 - -� 0 1 -90 20 27 34 41 50 110 Days aRerRegenOx Imeetlon Table 1.TCE Concentrations in Well MW-2(ppb .. •I bay10 Day,27, Day 3.4 .. .. I .. I 112 70 86 80 59 53 80 Table 2.Cis-DCE Concentrations in Well MW-2 pb .. 90 .. r .. .. .. .. I ., I 192 142 140 112 80 51 60 CONCLUSION PCE concentrations have been reduced to below 1,000 ppb and are expected to continue to decline. It was determined that the successful reduction of PCE in groundwater should be sufficient to allow natural attenuation to meet the long-term cleanup goal of 5 ppb. CONTACT Suzi Rosen P.G. Regenesis Southwest District Manager 949-366-8000 1 srosen@regenesis.com Consultant contact information available upon request. Please contact the Regenesis representative listed above. ©2007 Regenesis I www.regenesis.com 092007 RE , IED Chemical Oxidation of VOCs - Ex Situ Soil Treatment OBJECTIVE This pilot scale study designed and undertaken by RemedX compared chlorinated hydrocarbon (CHC) destruction by three chemical oxidant additions: solid permanganate, permanganate solution and RegenOxTM under identical treatment conditions. Treatment effectiveness of the additions were compared with each other and with an oxidant-free (water only) control to quantify physical losses such as volatilization during soil mixing. The results from this pilot study will be used to evaluate the feasibility of a full scale ex situ soil treatment annlication. PILOT TEST METHODS O1.SOIL HOMOGENIZATION 2.SOIL SPLIT INTO 4 SHIPS An excavator mixed the bulk soil. The bulk soil was split and labelled by oxidant treatment. SKIP A—KMn04 Powder w2 SKIP B—KMnO4 Solution SKIP C—RegenOxTM _ ,. r: •• �: SKIP D—None/Control 3. BASELINE SAMPLING a Baseline samples were obtained with a hand auger at j. 0.15m depth and field PID readings were taken to confirm homogenization. For each skip, 2 composite samples of 5 prior samples were analyzed for Volatile Organic Compounds (VOCs), Semi-Volatile Organic Compounds (sVOCs), Soil Moisture, Total Organic Carbon (TOC) and grain size. The baseline sampling indicated the soil homogenization process had been effective. n 4. OXIDANT DELIVERY AND SOIL MIXING �J In Skip A, permanganate powder was V 2.. added and mixed with the excavator. In ,• nSkip B, permanganate solution was ' y 1` L� sprayed and mixed with the excavator. r 4 In Skip C, RegenOxTM oxidant powder (Part A) and RegenOxTM activator gel art B were added b hand and then '� _ F� YM . mixed with the excavator. Skip D was the RegenOxTM RegenOxTM Reaction untreated control. Part A Part B RESULTS Little or no reduction of any contaminant was observed in either the permanganate solution treatment or the control over the 12 day test period. In contrast, significant reductions in trichloroethene (TCE) and cis-1,2 dichioroethene (DCE) were measured in Skips A (permanganate power) and Skip C (RegenOxTm). Significant reductions of perchloroethene (PCE) and trichloroethane (TCA) were also observed in Skip C (RegenOxTm) as compared with the other treatments. This was most marked for TCA where an 80% Q reduction was observed in the RegenOxTm treatment whilst other treatments did not differ significantly from the control (no treatment). The likely reason for unsatisfactory results in Skip B (permanganate solution) was the limited amount of oxidant delivered due to the high moisture content of the soil. The results showed no significant changes in total organic carbon (TOC) and moisture in any of the samples, regardless of treatment. aoEr n rcfraesvm(uOW 3D 45M 20 _'7•� -tet - L� f-... 5 — 0— 10 x '-'-'ftA `fts -SVC BWPD 0 O�irBOpta6dy8Od,0a4�yS sdpA sdpB sdpG sdpD — KMnO, KMN04 RegenOirm Control KMnO, KMNO, RegenOiCrm Control powder solution powder solution d.1-2DCEtu9V WARm ftV 9m "— ---- m ---' t . a i r: ro -- i Y: O 8. _ _ J SWpA sdp8 sdpc sdpD ftA ftB ftc ftD pBac6e OAlrt Bda/e DAtn12�/s DB�eDAte6�je DAt8,2Rp KMnOa KMNOa RegenOirm Control KMnO. KMN04 RegenOzTm Control powder solution powder solution CONCLUSIONS RegenOxTM can be effectively used for ex situ soil treatment with less material handling problems than liquid a permanganate solution. ■ Both Skip A(powdered permanganate)and Skip C(RegenOxTm)showed good reductions of TCE and DCE. ■ RegenOxTm treated a wider range of CRCs than permanganate,with statistically better results for DCE,PCE and TCA and evidence of on-going contaminant reduction through the test period. CONTACTS Consultant:Richard Croft Regenesis: Jeremy Birnstingl,Ph.D. RemedX Ltd.(UK). Technical Manager(Europe) +44 117 968 7900 +44 20 8785 6324 richard.croft@remedx.co.uk 'b„ i1 nsting resenesis.com www.remedx.co.uk w%N"w.reaenesis.com Ap genux1icattom inn I � ust 1 I _ - (,6-7 Iiior Clearer �n msm i'm AMwh mu. kS N X "W7 y r ... ""av" � +.'°` its.... � - � •" ,�_ - I Wo-__ � �� '°�a. �-. .^�• ..,r�.. „mak; -.�.. y}�luOl 46 a•,..;.••-� ...a '� -rs -i F 3,tk� t�7, n �{e -�w�.� � -, �a., it Ati �c' � vr ',.�� .9 'tc..aS+•� .,,,> G:i' ... ,,, ..... ".L.Yks 1,.,. ,a .A :' •.. s. .'l4ih ..,�9 .,d ,>Y'�:�_ ege b,- x Ii -ri r in Vadose and Saturated Zones 6,000 pgj� to o EJ i . ;D'e'- 'g' radation Prod Uctse 1. N:D to .1 �J rs t• C'.�', � i .�Y �-_•) 1 w, o .. •. 1 1 p•,: �_ . . _ . � ��, � zf : 500pg/L to s ���� ���11'_� ��% �� ) ' Y . 1 e r� IntoDe.0 rf r naracteno LEGEND i _ MU-4 Ew- GRCU"AVIIATF_R 1dO4RO7i%'G WELL cry I G'20UNDt4'AS�R EXTRtiCfICh WELL V' 4 EW-4 r MPOMED 6CRING LOCATION IrP M11NG j W-8 LOCATfON 900 _........_.r,.�.,�, -. MCAS — � � W-1 B :- � U!:Y ...p..=.=...=„a F.�.tiCE LIME ::ttr dd tRl A1l4VG _ .Ce PC:<ISCCONCl NTRATICN LINE OF 400 pg9. @ ANSA •�WN-17 MW—if3+�M�1�—f9 SM MIP-2 SGJ MIP-4 1 SGIM IP-1 SG1—MIP-3 SG;)—MIP-5 SGI—MIP-7 S ,( GCA'—i 2 ti e em CHEMICAL OXIDATION REDEFINED... brome Interf � m C, Pr in m =riza te n ECD Cross Section «lith logs with ECD and PID 3 xi. ♦ aV. C. µ�. Y H �i' ! P t d W �f'���Y"�`AYH �• �&w�'�+ rt'+' 'iA^vr�:iYiF *z.w.;{� � � ar w+e-�iT�':>W' ..dCa.a. 1S'.:l.jcllK'... i„ `v" � • � lti fsr� °� ak a w" a "Y r1 s 1� 4 ,.,�;�• R� 4 s< �y�.✓ratu .. '; ^a,��c. _ � .3 "aR..-y " r � r- ���"�` ri y�yg�p- Tu ® til ■ • CHEMICAL OXIDATION REDEFINED... a a a o a a a o 0 0 o a o o a a a a o fit bac retun • Free. Product Found :in Vadose and Saturated :Zones : ` • PCE' Concentration as Range - 6 to 180 ppm Degradation Products - Vinyl Chloride (ND to 19 ppm) - TCE (0.5to10ppm) Regenm. CHEMICAL OXIDATION REDEFINED ol en 1ca iom on a Industroal.. ... . ...... clea ry nes in alf '� Treatment Area:. Appl:icabon Rahe: 527000 ft2 7 lbs/ft Soil. Type: Application. Volume: Sand/Silt/Fill -13,500 Gal./injection ' Groundwater Velocity: , 5 ft/daynjection Spacing : Leh to Groundwater15t 8ft (perched) ge � CHEMICAL OXIDATION REDEFINED... ROM& Ke Ox'' An rp licatian . oma . n ustn a 1 D Mean--ern life Cita Cans RCF. 110 0s-9 2aCE 92:0 Cuts) 09106 1 wr �135 PCE 190W 6 Cw9t0;c-u SONO - ,..D- J 1 z 9ME /G l4 _ _ .. t(a-1 2=E 8 FDD m ' PCG77.Wna ti,.::aw I- 431010 • , iw _ rl. C7.DA 7 '1 1i —� ' Treatrn� it AreaN2 � ' ,.� �e1 IA•^:E �'� 1� wid.`A '4 ,,� � � Y pa4st �@, 5 9 Jr.• PZE �s:-- LAW a t` ¢.9. t e sp z s.: SGI'-17 Dam Ciw:b .tis ie;' SGI-11 b' ME Fr9.e'07) '�-1,�5 ,. S I1-� �+p i,..;.� COO .C: 42 LGf 9.1.:11: tsar :NODA i I0. .. flip 9:riw 1 ff� Gite :!G SI'1�-d•w TG` _ u.3i13 .Iwo' 3C '9Dn� ,f, orr o,: �FCE 2. 06-9 2-GCE ,Y see SGI-14 br. J1 SG8d eln-92d1Ce m r SGI-23 °h-.Tr0atme/ht A%% i saws 177 TCF h0Q 6 ti 0 JL t16-7.av)C� NDQIa a ^.r. i� �f Ot: i 39V5 C VC °7OR3 C«at_.. Jmt*•: U:.CS .'e, r_: SCE 2r:D ,f. SGI-25 acF 1>.r a�:. e• • . Ice iv Rm ceg en[� CHEMICAL OXIDATION REDEFINED... G@ i AFP L;tt w ,Rqg: :g U.1 I ok M � � ust 9 a ry . ! 1f rn eA , Vu� Y AN ` f t ya.�} .. .. M.+ ... �� rim- Vo M4� 4 j� � '�� wr�ewW.�' �S kms✓� ��q k x$'"�� I Jz pt r- r UL Direct Injection Through Pre-cut Holes in 'Concrete Floor e • iu m CHEMICAL OXIDATION REDEFINED... III di I a Lei If0 ® r PcEii.n. �4 t ..'' :.137/o a 06,000.00- -- ---- _". 80,000.00 70,000.00 a 60,000.00 50,000.00 40,000.00 �- r Z LLI 2 30,000.00- O ,✓' v_ �. V 20,000.00 10,000.00 .. .. cCr?�?a #,�, ✓•. � "'``�",�"`°`r^`z�se a 3� ' - 0,00 g",1"' a€ � � � m Ropm �u em CHEMICAL OXIDATION REDEFINED... mem�u � t1OWN � LevelsVo ■ - 88 - oRedu' dtion, .ofTCE in o, i s --- 40,000.00 35000.00- 30,000.00 . , 25,000.00 20,000.00 h f 15,000.00 10,000.00- j 5,000.00 , , tr, �� F . 0.00 i ,.,�''#" ,'�' . D " '�o",�a'ky� ,i1�, "+i�:,�i.. 'A#.�'"�"'��t"'}4�.ae•�z1,"='t�� �- ^x.a ..� Ion n, e enm CHEMICAL OXIDATION REDEFINED... 000 -0000000000 -000000 R :e gers �x A:w% 'plica�' ,i0ro Dn a dustiral D ' . :y :Cleane r in :1 if Conclusions : • Effecti've-degradation in the presence of Free Phase VOCs • -90% Contaminant reductions in. a single application eegenm' Section 2 i i D C'J I C7 D O C) NORTH ANDOVER PLAZA a NORTH ANDOVER, MASSACHUSETTS z Environmental-Activities _ z July/August 2010 - - c z Item Duration Schedule Subcontractor Contact Info. hn - z 1 Prepare RAM Plan/File Env'tal Permit n/a n/a Morgan Pat Kozak, cell#617/285-0105 y 2- Round of Groundwater Sampling 3 days July 15-16,2010 Morgan Pat-Kozak,cell#'617/285-0105 r 3 Oversee Removal of Equip. and Site Prep. 5 days July 19-23, 2010 Morgan Pat Kozak, cell#617/285-0105 n 4 Cover Downgradient Catch Basins Sheet Poly Immediate Work Area Cut and Remove Vinyl Tile and Concrete Floor Vactor'Hot Spots' and Area to a Depth of 4 ft.' Relocate Vacuum Boxes for Sampling and Analysis Deliver Crushed Stone 5-7 days . July 26-30, 2010 Morgan/Clean Harbors Pat Kozak, cell#617/285-0105 5- Lab Analysis of Waste to Profile 5 days August 2-6, 2010 Morgan Pat Kozak, cell#617/285-0105 6 Waste Transport and Disposal n/a August 9-18, 2010 Clean Harbors Pat Kozak, cell#617/285-0105 - 7 - Install 8 Permanent Injection Wells Inside 2-3 days August 2-4,2010 . Morgan/Soil.Exploration Pat Kozak, cell#617/285-0105 8 Inject RegenOx into 32 Points (inside and outside) 8 days August 5-13, 2010 Morgan/Soil Exploration Pat Kozak, cell#617/285-0105 10 Round of Ground Water Sampling 2 days September 23-24, 2010 Morgan - .Pat Kozak, cell#617/285-0105 \ G Section 3 I D Dig Safe Authorization i - , Dig Safe was notified on 7 July 2010 regarding the proposed environmental activities to be completed under this RAM Plan. L Permit#2010280113 was issued. D On, or after 9 July 2010, the site will be marked for gas, electric,telephone and communications, and cable utilities. D ORGAN- ENVIRONMENTAL LLC \ Section '4 I DATE(MMIDDTYYYY) CERTIFICATE OF LIABILITY INSURANCE page 1 of 3 06/16/2010 PRODUCER 877-945-7378 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION a ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Willis of Massachusetts, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 26 Century Blvd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P. O. Box 305191 Nashville, TN 37230-5191 INSURERS AFFORDING COVERAGE NAIC# INSURED Clean Harbors Environmental Services, Inc. INSURERA Zurich American Insurance Company 16535-002 and its affiliates INSURERB:American Guarantee and Liability Insuranc 26247-003 42 Longwater Drive Norwell, MA 02061 INSURERC:Steadfast Insurance Company 26387-001 INSURER D: INSURER E. COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRDIV POLICYEFFECTNE POLICY EXPIRATION D LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD DATE MM/DD LIMITS A GENERAL LIABILITY GLO 9681229-03 11/1/2009 11/1/2010 EACH OCCURRENCE $ 2,000,000 X COMMERCIAL GENERAL LIABILITY PREMISEs EaE�rence $ 100,000 CLAIMS MADE Fx-]OCCUR MED EXP(Anyone person) $ 5,000 XXCO PERSONAL&ADV INJURY $ 2,000,000 i X Contractual GENERAL AGGREGATE $ 3.000,000 GEN'LAGGREGATE LIMIT APPLIESPER: PRODUCTS-COMP/OP AGG $ 2,000,000 rr77 POLICY X JET LOC A AUTOMOBILE LIABILITY BAP 6681231-03 11/1/2009 11/1/2010 COMBINED SINGLE LIMIT $ 5,000,000 X ANYAUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ I SCHEDULED AUTOS (Per person) HIREDAUTOS BODILYINJURY NON-OWNED AUTOS (Peraccident) $ X MCS-90 PROPERTY DAMAGE (Peraccident) $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANYAUTO OTHERTHAN EAACC $ AUTO ONLY: qGG $ D B EXCESS IUMBRELLA LIABILITY AUC4275262-05 11/1/2009 11/1/2010 EACH OCCURRENCE $ 10,000,000 X OCCUR FICLAIMS MADE AGGREGATE $ 10,000,000 DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION WC 9681232-03 11/1/2009 11/1/2010 X I rWORYItMRs I ICETRH AND EMPLOYERS'LIABILJTY YIN D ANY PROPRIETOR/PARTNERIEXECUTIVE❑ E.L.EACH ACCIDENT $ 2 000,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 2,000,000 If yes,describe under SPEC IAL PROVISIONS below E.LDISEASE-POLICY LIMIT $ 2.000.000 C OTHER PEC 3656681-14 CPL 11 1 2009 11/1/2010 a Contractors Pollution $10,000,000 Each Claim Liability $10,000,000 All Claims DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Scope of Work: Excavation of perchloroethylene contaminated soil. 0 See Attached: � aCERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION _ DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Morgan PatEnvricia Kozak REPRESENTATIVES. Attn: Patricia Rozak D 107 Beach Street AUTHORIZED REPRESENTATIVE Manchester, MA 01944 ACORD 25(2009/01) Coll:3043869 Tp1:1003876 Cert: 03921 ©1 009ACORDCORPORATION.Allrightsreserved. The ACORD name and logo are registered marks of ACORD _ 0 Jun 18 10 10:13a Marilou bonetti 9B 53/-9918 p.1 CORI7�° OATEpIlwnonnvY) CERTIFICATE OF LIABILITY INSURANCE oP o A SOILG-1 04/29/10 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ' ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Capital Barer Ins Agency, Inc HOLDER.THIS CERTIFICATE DUES NOT AMEND,EXTEND OR P.O. Box 15094 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Albany NY 12212-5094 Phone: 518-869-3535 Fax:518-869-3580 INSURERS AFFORDING COVERAGE NAICa INSURED INSURER A: IfeCMclmds Incmrann coq,my 24171 INSURERS: Peerless Insurance Company 273 Soil Exploration Corporation INSURER C: zKmi doc insuxunc. 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OR NSRC TYPEOFR6URAUCE POLICY NUAHWRUUT OATS MAVEFFECTIVE GD DATE MlitiD L�ItITS GI]VIERALLIAeam EACH OCCURRENCE $1000000 A X ODMMERCIAL GENERAL LIABILRY CBP2210882 04/15/10 04/15/11 PREAUISES(EaolslF. ) $300000 CLAIMS MADE FK OCCUR MED EW(Anywo person) =$5000 PERSONAL a ADV INJURY i$1000000 GENERAL AGGREGATE js2000000 GENILAGGREGATELIMIT APPLIES PER: PRODUCTS-CQMPIOPAUG S ZOOOOOO POLICY J� Loc AUTOAgLIABILITY - Ben. 1000000BLE nED�NGLE LIMB $1000000 B X ANY AUTO BA2210882 04/15/10 04/15/1'1Fe aw' ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS S HfaED AUTOS BODILY NON•OWNEDAUTOS (P-accdeng S PROPERTY DAMAGE S (Por acdde+nt) GAMGELUIBLITY I AUTOCNLY-EA ACCIDENT S ANY AUTO 0TH ERTHAN EA AOC S AUTO ONLY: A,G 5 EXCESSIUMBRELLA LIABILITY EACHOCCURRENCE % 5000000 C OCCUR CLAW MADE CU2210882 04/15/10 04/15/11 AccREGAr s 5000000 s 0 DEDUCTIBLE - 5- RETENTION $10000 AMBPLOYERS'LIABILITY TOR1'UMITS ER _ C AMandaftryIkBOEREKIaXauD�ED cUTIVETY� WC2210882 04/15/10 04/15/11 E.L.EACH ACCIDENT $500000 (�wc In N") El_DISEASE-EA EMPLOYEE $500000 SPECIn yyeep�,describe under PROVISIONS below EL DISEASE-POLICY LMT S 1000000 !OTHERD POLLUTION tCPLO25379-10-01 04/15/10 04/15/11 EACH IHSS 1400000 AGQM DES6111PONOFOPERATIONSULOCATI"4VEHICL.ESAEXCM)ONSADDEDByErDORSEIRENT ISPECIAL PROVISIONS GA7z 2000000 CERTIFICATE HOLDER CANCELLATION VNO77ICE NY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE THE EXPIRATION EDF.THE ESUIMGINSURER wI LEKaEAYORTOIIAL 30 DAYS WRITTEN THE CERTIFICATE HOLDER NAMED TO THE LEFT.BUT FAILURE TO DO So SHALL Soil Exploration Corporation OBLIGATION OR LIABILITY OF ANY KINDUPONTHEINISURER.I[SAGENrSORTATIVES, ACORD 25(2009101) RPORATION. All rig his reserved. The ACORD name and tagb are reg ... .- - - - - aco CERTIFICATE OF LIABILITY INSURANCEDATE(MMIDDNM) 01/05/10. PRODUCER 1-617-391-0245 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Green Insurance Exchange, LLC !t ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Waste Insurance Exchange, LLC HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 184 sigh Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Suite 602 Boston MA 02110 INSURERS AFFORDING COVERAGE NAIC# Q INSURED INSURER AHudson,Specialty Insurance Coman Morgan Environmental, LLC INSURER 6: 107 Beach Street INSURER C: Manchester, MA 01944 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. fNSR ADD, TYPE OF INSURANCE L POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATIONDATE IMMi`DDhWY) DATE(MMODNYM LIMBS A GENERAL LIABILITY ESB1952131001 01/05/10 01/05/11 EACH OCCURRENCE $l'000'000 ,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TORED PREMISES fEa occurrence $ 50,000 CLAIMS MADE FIOCCUR MED EXP(Any one person) $5,000 X Pollution PERSONAL 8 ADV INJURY $1,000,000 X Professional GENERAL AGGREGATE $2,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG $2,000,000 X1 POLICY PRO-JECT F-1 LOC AUTOMOBILE LIABILITY ANY AUTO (Ea ntMBINED SINGLE LIMIT accident) $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC AUTO ONLY: AGG $ EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR FICLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WC STATU- O71i AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVEElE.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER aDESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT!SPECIAL PROVISIONS Evidence of Insurance CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION n Evidence of Insurance DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2009/01)Mneville ©1988-2009 ACORD CORPORATION. All rights reserved. 14124015 The ACORD name and logo are registered marks of ACORD a