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BRIDGE & BOSTON STREETS - ZONING GZA Engineers and GeoEnvironmental,Inc. Scientists January 13, 2014 File No. 18.0171789.00 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup,NERO 205B Lowell Street, GZV Wilmington,MA 01887 Re: Release Abatement Measure (RAM)Completion Report Hot Spot Removal and Soil Characterization Proposed Gateway Center Bridge and Boston Streets Salem,Massachusetts MassDEP Release Tracking Numbers 3-427 and 3-16766 972 Merrimac Street p Newburyport MA proposal In accordance with our p p l dated September 25, 2013, GZA GeoEnvironmental, Inc. is 01950 pleased to provide this Release Abatement Measure(RAM) Completion Report on behalf of High 781-278-4800 Rock Bridge Street LLC for the proposed Gateway Center at the intersection of Bridge and Boston Streets in Salem, Massachusetts. GZA's work is subject to the limitations included in Appendix A. An original Release Abatement Measure (RAM) Transmittal Form (Form www.gza.ccm BWSC106) is being submitted separately via eDEP; for convenience, a copy of that form is attached as Appendix B. A Site Location Plan is attached as Figure 1. A RAM Plan describing the objectives and the scope of work to be completed for the RAM at the Site was submitted to the Massachusetts Department of Environmental Protection (MassDEP) on November 27, 2013. This report describes the completion of the RAM activities and the results of confirmatory soil and groundwater sampling at the Site. 1.00 GENERAL DISPOSAL SITE INFORMATION The Site, located at the intersection of Bridge and Boston Streets in Salem, Massachusetts, (refer to Figure 1) is identified by Release Tracking Numbers (RTNs) 3-427 and 3-16766 and is subject to an Activity and Use Limitation (AUL) most recently amended on April 28, 2011. RTNs 3-427 and 3-16766 are listed with initial notification dates of January 15, 1987 and April 28, 1998, respectively. A Class A-3 Response Action Outcome (RAO) was filed in 1999, documenting closure for both RTNs under the Massachusetts Contingency Plan (MCP). The RAM Plan submitted in November 27, 2013 was intended to address the requirements outlined in 310 CMR 40.1067(4)(b) for response actions following submittal of an RAO. No RAM Plan fee was required because the site had been Tier Classified prior to the RAO filings. Although a RAM Plan was not specifically required under the MCP because the RAM activities were performed post-RAO, the plan and this report were prepared to document the work for the record. The Responsible Party who conducted the RAM at the site is High Rock Bridge Street, LLC, c/o High Rock Development, LLC, the owner of the Site. The contact person is Mr. David Sweetser, who can be reached by telephone at (617) 663-4975. The mailing address for High Rock Bridge Copyright©2014 GZA GeoEnvironmental,Inc. An Equal Opportunity Employer M/F/V/H High Rock Bridge Street,LLC January 13,2014 �\ File No. 18.0171789.00 Page 2 Street, LLC is 275 Grove Street, Suite 2—400,Newton,MA 02466. Mr. Frank Vetere of GZA is the Licensed Site Professional(LSP) of record for this work and can be reached at 781-278-4807. This submittal is intended to satisfy the requirements of a RAM Completion Report. 2.00 DISPOSAL SITE HISTORY As early as 1890,properties along Boston Street and on both sides of Bridge Street were occupied by tanneries. The site was converted in 1916 to a lighting manufacturing factory, and from 1916 to 1995 was used as a facility for the manufacture of lighting products by Sylvania and various successor companies. Six buildings on the 3.20-acre west parcel were demolished in 1996 by Osram Sylvania Inc. (OSI). A seventh building on a 1.94-acre parcel abutting parcel to the east was left in place and converted to commercial usage. This building was later demolished in 2012. A Site Plan is included as Figure 2. A 5,000-gallon No. 4 fuel oil tank was removed in 1992, adjacent to the former"J Building," and a 10,000 gallon No. 2 Fuel Oil tank was removed a year later near the former entrance to the facility in the eastern portion of the site. Oil releases from both tanks were identified and reported, and RTN 3-427 was issued; soil excavation activities were conducted upon removal of each tank. GZA issued an LSP Opinion on the UST removals and remediation, and did not identify remaining issues with the No. 2 fuel oil UST. However, the presence of residual contamination from the No. 4 fuel oil UST was addressed in a Method 3 Risk Assessment. Subsequent groundwater studies indicated that the shallow groundwater at the site was impacted by chlorinated solvents exceeding the Method 1 groundwater category GW-2 Standards, which are protective of impacts to indoor air quality, but no on-Site source was identified. An audit conducted by the MassDEP in 1996, resulted in the filing of an AUL for the site, which addressed restrictions to future uses of the site due to the residual soil and groundwater contamination. GZA subsequently conducted additional field explorations and completed a supplemental risk characterization. MassDEP then issued an Audit Closure Letter on November 1, 1996, recommending filing of an AUL for the Site. Implementation of the AUL was deferred pending resolution of future development plans for the property. During a due diligence investigation for a proposed sale of the property in 1997, additional constituents were detected in soil and groundwater at the Site. GZA notified MassDEP on behalf of OSI, and a second RTN was assigned to the Site (RTN 3-16766). In April 1999, GZA submitted a Class A-3 Response Action Outcome (RAO) on behalf of OSI. A second Method 3 Risk Assessment was performed to include the additional site data from field activities associated with the second RTN. An AUL was required for the RAO because the risk assessment assumed commercial/retail usage of the site. In January 2002, OSI received the results of a MassDEP audit of the RAO and AUL that requested further delineation and clarification of the AUL boundaries. Although the original AUL applied to the entire site, MassDEP requested more specific delineation of an identified"hot spot' of petroleum contamination found in soils at a depth of approximately 10 feet. GZA issued an amendment to the AUL in July 2002. The AUL amendment identifies and restricts activities in a so called "hot spot' on site. Commercial retail and industrial uses of the property are permissible; provided that the soil located within the designated hot spot area (20-foot by 20-foot High Rock Bridge Street,LLC January 13, 2014 File No. 18.0171789.00 Page 3 area around Boring 102 at a depth below 10 feet)remains inaccessible. MassDEP issued a Notice of Audit Findings in October 2004, stating that"... the Department did not identify any violations of the requirements applicable to the AUL at the site." In August 2010, GZA performed a Method 3 Risk Characterization for High Rock Bridge Street, LLC, who proposed redevelopment of the Site for recreation and community services for the City of Salem, Massachusetts, including construction of a senior center and a health club on the west side of the Site. The potential vapor intrusion pathway and potential risks to users of the newly proposed building were evaluated in this risk assessment. Facility workers (i.e., staffs of the senior center or health club) working inside the proposed buildings and child users (ages 2 to 18 years old) were identified as the most sensitive populations that may be exposed to the potentially impacted indoor air at the Site based on the current and reasonably foreseeable activities and uses. The other potential exposure pathways at the Site were addressed in the previous Method 3 risk characterization, and the risk conclusions were considered to remain valid for the Site. This additional Risk Assessment provided the technical support for an LSP Opinion clarifying the permitted usages at the Site, as stated in a re-issued AUL in April 2011. Receptors in the area include residences, adjoining the Site to south, and the North River, located to the north of the Site across Bridge Street. Several historic stormwater catch-basins are also present on the property. It is unknown if the catch-basins are functioning. 3.00 GZA RELEASE ABATEMENT MEASURE (RAM) 3.10 OBJECTIVE The primary goal of the RAM Plan was to remove the petroleum-contaminated soils in the Hot Spot designated in the AUL on behalf of High Rock Bridge Street,LLC. The source removal included the soils at a depth of 8 to 10 feet in a roughly 20 foot square area under the footprint of the proposed building and around former Boring 102. The Hot Spot location is depicted on Figure 2. 3.20 SOIL EXCAVATION AND DISPOSAL ACTIVITIES GZA observed the excavation of ten test pits (TP-1 to TP-10) at the site on October 11, 2013 for shallow soil disposal characterization, separate from the RAM Plan, and for geotechnical site characterization associated with potential future site development. The shallow soil characterization was associated with the evaluation of soil handling issues for proposed site redevelopment. One of these test pits (TP-2) was excavated for delineation of the hot spot. Soils from above the groundwater were analyzed for metals, and a soil sample from the hot spot soil was analyzed for disposal parameters required by a licensed disposal facility. The analytical results were included in the November RAM Plan. High Rock Bridge Street,LLC January 13,2014 File No. 18.0171789.00 Page 4 GZXOn December 19, 2013, GZA observed the excavation and stockpiling of impacted soil from the previously identified Hot Spot (located by a professional survey company). Petroleum-impacted soils were visually observed and field screened with a MiniRae 3000 photo-ionization detector (PID) from an approximate depth of 8 to 10 feet, in an area encompassing approximately 20 feet by 22 feet surrounding the former Boring 102. Excavated soils were temporarily stockpiled and covered by polyethylene sheeting prior to removal from the site the following day. The excavation was completely backfilled with segregated excavation soils and imported gravel fill. A test pit log for the Hot Spot excavation(TP-102)is attached as Appendix C. On December 20, 2013, one truckload (approximately 26 cubic yards weighing 21 tons) was transported to Turnkey Landfill in Rochester,New Hampshire for disposal under a MassDEP Bill of Lading (BOL) Form BWSC-112. A copy of the BOL, BOL Transport Log Sheet, and receiving facility receipt is attached as Appendix D. 3.30 CONFIRMATION SOIL SAMPLING On December 19, 2013, GZA collected confirmatory bottom and sidewall samples (designated as S-1, S-2, S-3, S-4, and S-5) prior to backfilling the excavation. The samples were submitted to ESS Laboratory of Cranston Rhode Island for analysis for total petroleum hydrocarbons(TPH). 3.40 SOIL SAMPLING ANALYTICAL RESULTS TPH compounds were detected in four of the five confirmation samples. The following table presents a summary of the confirmation samples analytical results and sample locations. Table 1: Confirmation Sample Analytical Results,mg/kg Sam le Date December 19, 2013 Sample ID Sample Location Sample Depth(feet) TPH Method 1 S-2 GW-2 S-1 Excavation floor 10 <14.7 3,000 (centrally located S-2 North wall. 8 790 3,000 S-3 East wall. 8 1,460 3,000 S-4 West wall. 8 1,450 3,000 S-5 South wall 10 95.7 3,000 The sample locations are shown on Figure 3, and the Laboratory Test Report for soils is included in Appendix E. 4.00 CONCLUSIONS According to the initial 1999 AUL, soils at a depth of greater than 10 feet in the vicinity of boring B- 102 (identified in AUL documents as the "Hot Spot,") were restricted from excavation or relocation based on a 1996 GZA Method 3 Risk Characterization. The objective of the RAM was to remove soil containing elevated petroleum compound concentrations from within the Hot Spot. The TPH concentrations of the confirmation samples ranged from less than 14.7 mg/Kg to 1,460 mg/Kg,well below the MassDEP Method 1 S-2 GW-2 standard of 3,000 mg/Kg. The post-excavation High Rock Bridge Street,LLC January 13,2014 File No. 18.0171789.00 Page 5 confirmation sample concentrations were consistent with site TPH concentrations in soil samples collected outside the Hot Spot as summarized in the 1995 GZA Risk Characterization,the 1996 GZA Response to Notice of Audit Findings, and the 2002 MassDEP AUL Summary Compliance Review, which ranged from less than 20 mg/Kg to 6,300 mg/Kg. Based on the soil removal and confirmation sampling results, it is GZA's opinion that the portion of the AUL specifically delineating the Hot Spot can be removed from the AUL. Post-excavation sampling indicates that TPH soil concentrations at the edges of the former Hot Spot are consistent with soil concentrations from the rest of the site. No further remedial response actions are planned at this time. Please call Frank S. Vetere at (781) 278-4807 if you have questions concerning the RAM Completion Report. Very truly yours, GZA GEOENVIRONMENTAL,INC. r � Matthew L. Steele Assistant Project Manager Frank S. Vetere,P.E.,L.S.P. Charles A. Lindberg,L.S.P. Associate Principal Consultant/Reviewer cc: High Rock Bridge Street, LLC, c/o High Rock Development,LLC Attachments: Figures Appendix A: Limitations Appendix B: Form BWSC106 Appendix C: Test Pit Log Appendix D: Bill of Lading,Transport Log, Receiving Facility Receipt Appendix E: Laboratory Test Report 0 IS r m¢ ��'< .,�f w* 111' `-� � f.Y"� �YII L-.?`jam7 LANs, 'still `Lf- 4t't/e �"vk - x r"}- ✓ L * ) r '1 N 1A "xs1 Y Y /.,�.@'"nY\"� �, l Y 'e U / y ! b r Ing i w 7- r 1N.1 � t ;/ t, ..� IC -. w ,,,�. royv�n G?' / S E I I Sal G(-� �SI's'.A \;1\ ty� x. -ns c ., ^:# _ Jf =--%,A � Ix y � 1 111 I AA / `" V V� E %'� v?a Ir I CPr'� �`+y V �.t 'C 6 l A2 +v( _4' k�¢4{{ Y4,4' ,T!( wti ' k� 'tr C fi rn -k l �Y?y a� C `w��t t���"'iH i,,,4 l A/� r s' �: C g a 3` 4 l rI ji._; �'+1 pnTTSN ��,Y,Y !I 'V / « r rrq"'x«.i Ly I I \�'. AC e OF, C� may`\ I� SS tV.B \ z A��ro c—N /' �� t `I IN(f i)� pTj,Uas ] i! 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REVISION NO. lj/ N 1� ANUARY 201 18.017178.9,00 SHEET NO. 30r3 APPENDIX A LIMITATIONS GEORYDROLOGICAL LIMITATIONS Use of Report 1. GZA GeoEnvironmental, hic. (GZA) prepared this report on behalf of, and for the exclusive use of High Rock Bridge Street, LLC for the stated purpose(s) and location(s) identified in the Proposal for Services and/or Report. Use of this report, in whole or in part, at other locations, or for other purposes, may lead to inappropriate conclusions; and we do not accept any responsibility for the consequences of such use(s). Further,reliance by any party not expressly identified in the agreement, for any use, without our prior written permission, shall be at that party's sole risk, and without any liability to GZA. Standard of Care 2. GZA's findings and conclusions are based on the work conducted as part of the Scope of Services set forth in the Proposal for Services and/or Report and reflect our professional judgment. These findings and conclusions must be considered not as scientific or engineering certainties, but rather as our professional opinions concerning the limited data gathered during the course of our work. Conditions other than described in this report may be found at the subject location(s). 3. GZA's services were performed using the degree of skill and care ordinarily exercised by qualified professionals performing the same type of services, at the same time, under similar conditions, at the same or a similar property. No warranty, expressed or implied, is made. Specifically, GZA does not and cannot represent that the Site contains no hazardous material, oil, or other latent condition beyond that observed by GZA during its study. Additionally, GZA makes no warranty that any response action or recommended action will achieve all of its objectives or that the findings of this study will be upheld by a local, state or federal agency. 4. In conducting our work, GZA relied upon certain information made available by public agencies, Client and/or others. GZA did not attempt to independently verify the accuracy or completeness of that information. Inconsistencies in this information which we have noted, if any, are discussed in the Report. Subsurface Conditions 5. The generalized soil profile(s) provided in our Report are based on widely-spaced subsurface explorations and are intended only to convey trends in subsurface conditions. The boundaries between strata are approximate and idealized, and were based on our assessment of subsurface conditions. The composition of strata, and the transitions between strata, may be more variable and more complex than indicated. For more specific information on soil conditions at a specific location refer to the exploration logs. January2014 PAGE 1 6. Water level readings have been made in test holes (as described in the Report) and monitoring wells at the specified times and under the stated conditions. These data have been reviewed and interpretations have been made in this report. Fluctuations in the level of the groundwater however occur due to temporal or spatial variations in areal recharge rates, soil heterogeneities, the presence of subsurface utilities, and/or natural or artificially induced perturbations. The observed water table may be other than indicated in the Report. Compliance with Codes and Regulations 7. We used reasonable care in identifying and interpreting applicable codes and regulations necessary to execute our scope of work. These codes and regulations are subject to various, and possibly contradictory, interpretations. Interpretations and compliance with codes and regulations by other parties is beyond our control. Screening and Analytical Testing 8. GZA collected environmental samples at the locations identified in the Report. These samples were analyzed for the specific parameters identified in the report. Additional constituents, for which analyses were not conducted, may be present in soil, groundwater, surface water, sediment and/or air. Future Site activities and uses may result in a requirement for additional testing. 9. Our interpretation of field screening and laboratory data is presented in the Report. Unless otherwise noted,we relied upon the laboratory's QA/QC program to validate these data. 10. Variations in the types and concentrations of contaminants observed at a given location or time may occur due to release mechanisms, disposal practices, changes in flow paths, and/or the influence of various physical, chemical, biological or radiological processes. Subsequently observed concentrations may be other than indicated in the Report. Interpretation of Data 11. Our opinions are based on available information as described in the Report, and on our professional judgment. Additional observations made over time, and/or space, may not support the opinions provided in the Report. Additional Information 12. In the event that the Client or others authorized to use this report obtain information on environmental or hazardous waste issues at the Site not contained in this report, such information shall be brought to GZA's attention forthwith. GZA will evaluate such information and, on the basis of this evaluation, may modify the conclusions stated in this report. Additional Services 13. GZA recommends that we be retained to provide services during any future investigations, design, implementation activities, construction, and/or property development/ redevelopment at the Site. This will allow us the opportunity to: i) observe conditions and compliance with our design concepts and opinions; ii) allow for changes January 2014 PAGE 2 in the event that conditions are other than anticipated; iii) provide modifications to our design; and iv)assess the consequences of changes in technologies and/or regulations. Conceptual Site Model 14. Our opinions were developed, in part, based upon a comparison of site data to conditions anticipated within our Conceptual Site Model (CSM). The CSM is based on available information, and professional judgment. There are rarely sufficient data to develop a unique CSM. Therefore observations over time, and/or space, may vary from those depicted in the CSM provided in this report. In addition,the CSM should be evaluated and refined (as appropriate)whenever significant new information and/or data is obtained. Risk Characterization 15. Our risk evaluation was performed in accordance with generally accepted practices of appropriate Federal and/or state regulatory agencies, and of other consultants undertaking similar studies at the same time, for similar purposes, and under similar circumstances. The findings of the risk evaluation are dependent on the numerous assumptions and uncertainties inherent in the risk chararerzation process. Sources of the uncertainty may include Site conditions; Site use; the nature, extent, concentration and distribution of contaminants; and the available toxicity and/or health/risk based regulatory information. Consequently, the findings of the risk chararerzation are not an absolute characterization of actual risks; but rather serve to highlight potential incremental risks associated with activities indicated in the Report. Actual risks may be other than indicated in the Report. 18.0171789.00 January 2014 PAGE 3 APPENDIX B FORM BWSC106 i Massachusetts Department of Environmental Protection BWSC106 Bureau of Waste Site Cleanup RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number TRANSMITTAL FORM Pursuant to 310 CMR 40.0444-0446(Subpart D) A SITE LOCATION::. 1. Site Name/Location Aid: INTERSECTION OF BOSTOW AND BRIDGE STS n, __ . ' _':;=' 2. Street Address: 60 BOSTQN STr. .,:',$�rs°�a;: -- "a,�'§ .moi;,` ,?,iw " ;`�,ir�" ..'t-':Gt"= `�"2` ; ,;rr M SALEx # p F R ? 3Y m h r e;. g.r a, u is 3. Citylfown: -4. ZIP Code. 5.UTM Coordinates: a. UTM N: 479199 b. UTM E: 343208 ❑✓ 6. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site. ❑ a. Tier IA ❑ b. Tier IB ❑ c. Tier IC ❑✓ d. Tier 11. 7. If a Tier I Permit has been issued,provide Permit Number: B.THIS FORM IS BEING USED TO: (check all that apply) - -- 1. List Submittal Date of Initial RAM Plan(if previously submitted): 11/27/2013 - (mm/dd/yyyy) ❑ 2. Submit an Initial Release Abatement Measure(RAM)Plan. a. Check here if the RAM is being conducted as part of the construction of a permanent structure. If checked,you must specify what type of permanent structure is to be erected in or in the immediate vicinity of the area where the RAM is to be conducted. b.Specify type of permanent structure: (check all that apply) ❑ I.School, ❑ ii.Residential ❑ iii.Commercial ❑ iv. Industrial ❑ v.Other Specify: ❑ 3. Submit a Modified RAM Plan of a previously submitted RAM Plan. ❑ 4. Submit a RAM Status Report. Ei5. Submit a Remedial Monitoring Report.(This report can only be submitted through eDEP,:concurrent with a RAM Status Report.) a.Type of Report:(check one) ❑ 1. Initial Report ❑ Ii. Interim Report. ❑ iii. Final Report b. Number of Remedial Systems and/or Monitoring Programs:- A separate BWSC106A,RAM Remedial Monitoring Report,must be filled out for each Remedial System and/or Monitoring Program addressed by this transmittal form. ❑✓ 6. Submit a RAM Completion Statement. ❑ 7. Submit a Revised RAM Completion Statement. 8. Provide Additional RTNs: a. Check here if this RAM Submittal covers additional Release.Tracking Numbers (RTNs). RTNs that have been previously linked to a Primary Tier Classified RTN do not need to be listed here. This section is intended to allow a RAM to cover more than one unclassified RTN and not show permanent linkage to Primary Tier Classified RTN.. b. Provide the additional Release Tracking Number(s). Q X427 - ❑�, covered by this RAM Submittal. (All sections of this transmittal form must be filled out unless otherwise noted above) Revised: 2/16/2005 - Page 1 of 6 Massachusetts Department of Environmental Protection BWSC106 Bureau of Waste Site.Cleanup RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number TRANSMITTAL FORM Pursuant to 310 CMR 40.0444-0446(Subpart.D) C. RELEASE OR THREAT OF RELEASE CONDITIONS THAT WARRANT RAM: 1. Identify Media Impacted and Receptors Affected: (check all that apply). ❑ a. Air ❑ b. Basement F1 c. Critical Exposure Pathway ❑ d. Groundwater ❑ e. Residence f. Paved Surface ❑ g.Private Well [I h. Public Water Supply ❑ i. School ❑ j. Sediments O✓ k. Soil L] I. Storm Drain L] m. Surface Water ❑ n. Unknown ❑ o. Wetland 0 p. zone 2 ❑ q. Others Specify: 2. Identify all sources of the Release or Threat of Release, if known: (check all that apply) ❑ a. Above-ground Storage Tank(AST) E] b. BoaWessel ❑ c. Drums ❑✓ d.Fuel Tank ❑ e.Pipe/Hose/Line ❑ f. Tanker Truck ❑ g. Transformer ❑ h. under-ground Storage Tank(UST) ❑ I. Vehicle ❑ j. Others Specify: 3. Identify Ails and Hazardous Materials Released: (check all that apply) ❑✓ a. Oils- ❑ b. Chlorinated Solvents ❑ c.Heavy Metals ❑. 'd. Others Specify: D. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply,for volumes list cumulative amounts) ❑ 1. Assessment and/or Monitoring Only ❑ 2. Temporary Covers or caps ❑ 3. Deployment of Absorbent or Containment Materials ❑ 4. Temporary Water Supplies ❑ 5. Structure Venting System ❑ 6. Temporary Evacuation or Relocation of Residents ❑ 7. Product or,NAPL Recovery ❑ B. Fencing and Sign Posting ❑ 9. Groundwater Treatment Systems ❑ 10. Soil Vapor Extraction ❑ 11. Bioremediation ❑ 12. AlrSparging Revised: 2/16/2005 Page 2 of 6 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number TRANSMITTAL FORM Pursuant to.310 CMR 40.0444-0446(Subpart D) D. DESCRIPTION OF RESPONSE ACTIONS(cont): (check all that apply,for volumes list cumulative amounts) ❑✓ 13. Excavation of Contaminated Soils a. Re-use,Recycling or Treatment ❑; 'i.on Estimated volume in cubic yards ❑ ii.Off Site Estimated volume in cubic yards iia.Receiving Facility: Town: State: iib.Receiving Facility: Town:. State: iii.Describe:, ❑ b. Store ❑ is On Site Estimated volume in cubic yards ❑ ii.Off Site Estimated volume in cubic yards iia. Receiving Facility: Town: State: iib. Receiving Facility: Town: - - - State: 0 c. Landfill ❑ i.Cover Estimated volume in cubic yards Receiving Facility: _ -- Town; -- State: Q ii.Disposal Estimated volume in cubic yards 26 _. ... Receiving Facility: TURNKEY LANDFILL Town; ROCHESTER State: NH ❑ 14. Removal of Drums,Tanks or.Containers: a. Describe Quantity and Amount:.. b. Receiving Facility:. ,Town: State: _ c. Receiving Facility: Town:; State: ❑ 15. Removal of Other Contaminated Media:' a.Specify Type and Volume: b.Receiving.Facility:. Town:: . .State: c.Receiving Facility: Town:. -- State: _ ❑ 16. Other Response Actions: Describe:. ❑ 17. Use of Innovative Technologies: Describe: Revised: 2/16/2005 Page 3 of 6 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number TRANSMITTAL FORM 3 _ 16766 : - _Pursuant to 310 CMR 40.0444-0446(Subpart D) E. LSP SIGNATURE AND STAMP I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form, including any and all documents accompanying this submittal..In my professional opinion and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1),(ii)the applicable provisions of 309 CMR 4.02(2)and(3),and 309 CMR 4.03(2),and (ill)the provisions of 309 CMR 4.03(3),to the best of my knowledge,information and belief, > if Section B of this form indicates that a Release Abatement Measure Plan is being submitted,the response action(s)that is (are)the subject of this submittal(i)has(have)been developed in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii)comply(ies)with the identified provisions of all orders, permits,and approvals identified in this submittal; >. if Section B of this form indicates that a Release Abatement Measure Status Report and/or Remedial Monitoring Report is being submitted,the response action(s)that is(are)the subject of this submittal(i)is(are)being implemented In accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(III) 'comply(ies)with the Identified provisions of all orders,permits,and approvals identified in this submittal; > if Section B of this form indicates that a Release Abatement Measure Completion Statement is being submitted,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed and implemented in accordance with the applicable provisions of M.G.L.c.21E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii)comply(les) with the identified provisions of all orders,permits,and approvals identified in this submittal: I am aware that significant penalties may result, including,but not limited to,possible fines and imprisonment,if I submit information which I know to be false,inaccurate or materially incomplete. 1. LSP#: FRANK S° i, .; YETERE 2. First Name: - 3. Last Name: 4. Telephone: 6m643766 5. EM.: 304 r''). 6. FAX: 7. Signature: —1 8. Date: ° 1 9.LSP Stamp: (mmtddtyyyy) Revised: 2/16/2005 Page 4 of 6 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number TRANSMITTAL FORM 3`} - 7676s yrr Pursuant to 310 CMR 40.0444.-0446(Subpart D) F. PERSON UNDERTAKING RAM: 1. Check all that apply: ❑ a.change in contact name b.change of address c. change in the person - undertaking response actions '.. 2. Name of Organization: HIGH ROCK BRIDGE STREET LLC 3. Contact First Name: DAVID 4.Last Name: SWEETSER 5. Street: 2750 GROVE ST 1 6.Title: MANAGER 7. Cityfrown: . AUBURNDALE 8. State: MA 9. ZIP Code: 024660000 10. Telephone: 7812488000 11.EM.: — 12. FAX: ` G. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON UNDERTAKING RAM: Q 1. RP or PRP. a. Owner ❑ b. Operator ❑ c. Generator [71 d. Transporter ❑� a. Other RP or PRP Specify: NONSPECIFIEDPRP ®. 2. Fiduciary,Secured Lender or Municipality with Exempt:Status(as defined by M.G.L.c.21 E.s:.2) E] 3. Agency or Public Utility on a.Right of Way(as defined by M.G.L.c.21 E,s.5(j)) 4. Any Other Person Undertaking RAM Specify Relationship:: H.REQUIRED ATTACHMENT AND SUBMITTALS: 1.Check here if any Remediation Waste,.generated as a result of this RAM,will be stored,treated,managed,recycled or Q reused at the site following submission of the RAM Completion Statement. You m ust submit a Phase IV Remedy Implementation Plan along with the appropriate transmittal form(BWSC108). 2. Check here if the Response Action(s)on which this opinion is based, if any,are(were)subject to any order(s),permit(s). and/or approval(s)issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable provisions thereof. 3. Check here to certify that the Chief Municipal Officer and the Local Board.of Health have been notified of the implementation of a Release Abatement Measure. 4. Check here if any non-updatableinformation provided on this form is incorrect,e.g.Release Address/Location Aid. Send corrections to the DEP Regional Office. 5. If a RAM Compliance Fee is required for this RAM,check here to certify that a RAM Compliance Fee was submitted to DEP, P.O.Box 4062,Boston,MA 02211. Q✓ 6. Check here to certify that the LSP Opinion containing the material facts-,d ata,and other information is attached.. Revised: 2/16/2005 Page 5 of 6 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number TRANSMITTAL FORM Q - 18266 _ Pursuant to 310 CMR 40.0444-0446(Subpart D) I. CERTIFICATION OF PERSON UNDERTAKING RAM: 1, Iattest under the pains and penalties of perjury(i)that I have personally examined and am'familiarwithfthe information contained in this submittal,including any and all documents accompanying this `transmittal form,(ii)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 I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. lithe person or entity on whose behalf this submittal is made am/is 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: 3. Title: MANAGER Signature (�- 4. For: HIGH ROCK BRIDGE STREET LLC 5. Dater (Name of person or entity recorded in Section F) (mm/dd/yyyy) ❑ 6. Check here if the address of the person providing certification is different from address recorded in Section F. 7. Street:. - `8. City/Town: _ 9. State: 10. ZIP.Code: 11. Telephone:: - 12.E#.: - 13. FAX: - YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO 510,000 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 PENALI2ED FOR MISSING A REQUIRED DEADLINE. Date Stamp(DEP USE ONLY:) . Revised: 2/16/2005 Page 6 of 6 APPENDIX C TEST PIT LOG Test Pit No. TP-102 GZA Proposed Gateway Centers Page No. 1 of I GeoEnvironmental,Inc. 44 Boston Street File No. 18.0171789.00 Engineers/Scientists Salem,Massachusetts Checked By: Excavation Equipment GZA Rep. M. Steele Contractor Construction Solutions,Inc. Date 12/19/2013 Operator Bruce Ground Elev. t 8.5' Weather Sunny 350 F Make Link e t Model LS3 00 Time Started 1055 Capacity 1.0 cu.yT Reacht 25 ft. Time Completed 1430 Depth of escription Sample PID Boulders: No. Reading Excay. Count/ Note 0m Effort Class No. Dry,dark brown,fine to coarse SAND,little Gravel, 1, trace Silt,trace Concrete,trace Metal. 1.0' M 1,2 2 5' Composite Drain Pipe .......................CONCRETE M ........................... 2 Concrete 3, Duct Bank Dry,brown,tine to coarse SAND, 3.0' M 2 3.5' little Gravel,trace Concrete 4, CONCRETE E 5, 2"x8"Wood Planks 5.0' 5.9 E 61 6.0' I I 5.7 E CLAY 7, 26 E 8, Wet,red,Fibrous PEAT,trace Sand,trace Silt. (FILL) 22 E O 9.-9.01 3 E 10' Wet,gray SILT,trace Sand,trace Shells 8.1 E 4 Bottom of test pit at 10 feet 1' i CLAY 12' i PIPE 13' 14' 15' 16' Notes: L Field testing results represents total organic vapor levels,referenced to a benzene standard,measured in the headspace of sealed soil jars using a ThermoEnvironmental 580B organic vapor meter equipped with a photoionization detector(PID)and 10.6 eV lamp.Results in parts per million by volume (ppmv).ND indicates nothing detected(<O.I ppri 2. Ground surface elevation obtained from Hayes"Site Plan"revised 5/18/2010,referenced to NGVD 29. 3. Concrete duct bank broken,phone wires extracted. 4. Test pit backfilled with excavated soils in 1-foot lifts,compacted with excavation bucket. Test Pit Plan Boulder Chia, Pmpanions Abbreviation. GROUNDWATER Letter Sae Range Used F=Fina ( )Encounm,ed �20 Dca,ai"v Clonfloation M=Medium ( )Not Encountered A V-17" TRACE(TR.) 0-10% C=Coarse 22 B 18'•-36" V=Very Elapsed Depdh C36• Wterser LITTLE(LT.) 10-20% FIM=Fine to medium Time to to FIC=Fine to coarse Reading Gnatnd- ExeavaioaERort SOME(SO.) 20-35% GR=Gray (Hours) water NORTH E-----Easy BN=Boman Volume= 163 cu.yd. M-----Moderate AND 35-50% YEL=Yellow 1 10' D-----Di icult Stratification lines represent approximate boundaries between soil types,transitions may be gradual. Water level readings have been made at times and under conditions stated. Fluctuations of goundwater may occur due to factors over than those present at the bine measurements wcm made. APPENDIX D BILL OF LADING, TRANSPORT LOG, RECEIVING FACILITY RECEIPT Massachusetts Department of Environmental Protection BWSC112 Bureau of Waste Site Cleanup Release Tracking Number LA BILL OF LADING (pursuant to 310 CMR 40.0030) �- 16766 A. LOCATION OF SITE OR DISPOSAL SITE WHERE REMEDIATION WASTE WAS GENERATED: 1. Release Name/Location Aid: INTERSECTION OF BOSTON AND BRIDGE STS 2. Street Address: 60 BOSTON ST 3. City/Town: SALEM Zip Code: ❑✓ 5. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site: ❑ a. Tier 1A ❑ b. Tier 1B ❑ b. Tier 1C © d. Tier II 6. If applicable provide the Permit Number: B. THIS FORM IS BEING USED TO: (check one: B1-134): ❑✓ 1. Submit a Bill of Lading (BOL)to transport Remediation Waste to Temporary Storage or a Receiving Facility. Response Actions associated with this BOL(check all that apply): ❑ a. Immediate Response Action (IRA) ❑ e. Comprehensive Response Actions ❑✓ b. Release Abatement Measure(RAM) ❑ f.. Limited Removal Action(LRA): (must be retained pursuant to 310 CMR ❑ c. Downgradient Property Status(DPS) 40.0034(6);can't be submitted via eDEP ❑ d. Utility Release Abatement Measure(URAM) ❑ g. Other ❑ 2. Submit an Attestation of Completion of Shipment to Temporary Storage(Sections C, F and J are not required): ❑ 3. Submit an Attestation of Completion of Shipment to a Receiving Facility(Sections C, F and J are not required): ❑ 4. Certify that Remediation Waste Was Not Shipped, and the Bill of Lading is Void. (Sections C, D, E,and F are not required) 5. Date Bill of Lading submitted to the Department: b. eDEP Transaction ID: (mm/dd/yyyy) 6. Period of Generation Associated with this Bill of Lading 11/25/2013 to 12/23/2013 (mm/dd/yyyy) (mm/dd/yyyy) (All sections of this transmittal form must be filled out unless otherwise noted) The Bill of Lading is not considered complete until the Attestation of Completion of Shipment is received by the Department. C. DESCRIPTION OF WASTE AND WASTE SOURCE: 1. Contaminated Media/Debris (check all that apply): ❑✓ a. Soil ❑ b. Groundwater ❑ c. Surface Water ❑ d. Sediment ❑ e. Vegetation or Organic Debris ❑ f. Demolition/Construction Waste ❑ g. Inorganic Absorbent Materials ❑ h. Other: 2. Uncontainerized Waste(check all that apply): ❑ a. Inorganic Absorbent Materials ❑ b. Other: Revised:03/10/2010 gs o o Page 1 of 5 Massachusetts Department of Environmental Protection gWSC112 Bureau of Waste Site Cleanup Release Tracking Number BILL OF LADING (pursuant to3locMR4o.0030)ILI ILI_ 16766 C. DESCRIPTION OF WASTE AND WASTE SOURCE (cont.): 3. Containerized Waste (check all that apply): ❑ a.Tank Bottoms/Sludges ❑ b. Containers ❑ c. Drums ❑ d. Engineered Impoundments ❑ e. Other 4. Estimated Quantity: 50 ❑✓ Tons ❑ Cu. Yds. ❑Gallons 5. Contaminant Source(check one): ❑ a. Transportation Accident ❑ b. Underground Storage Tank ❑ c. Brownfields Redevelopment ❑✓ d. Other: LISTED SITE 6. Type of Contaminant(check all that apply): ❑ a. Gasoline ❑ b. Diesel Fuel ❑ c.#2 Fuel Oil ❑✓ d.#4 Fuel Oil ❑ e.#6 Fuel Oil ❑ f. Jet Fuel ® g. Waste Oil ❑ h. Kerosene ❑ i. Chlorinated Solvents ❑✓ j. Urban Fill ❑ k. Other: 7. Constituents of Concern (check all that apply): Fla.As ❑✓ b. Cd ❑ c. Cr Ed. Pb ❑ e. Hg ❑✓ f. EPH/TPH ❑ g.VPH ❑ h. PCBs ❑✓ i. VOCs ❑j. SVOCs ❑ k. Other: 8. If applicable,check the box for the Reportable Concentration Category of the site: ❑✓ a. RCS-1 ❑ b. RCS-2 ❑ c. RCGW-1 ❑ d. RCGW-2 9. Remediation Waste Characterization Documentation(check at least one): ❑ a. Site History Information ❑ b. Sampling Analytical Methods and Procedures ❑✓ c. Laboratory Data ❑ d. Field Screening Data ❑ e. Characterization Documentation previously submitted to the Department i. Date submitted] Li ii.Type of Documentation:I RAM PLAN (mnVdd/yyyy) D.TRANSPORTER OR COMMON CARRIER INFORMATION: 1. Transporter/Common Carrier Name: CSI ENVIRONMENTAL SOLUTIONS 2. Contact First Name: IFRANK 3. Last Name: D'AMATO 4. Street: 63 SOUTH HUNT RD, PO BOX 2 5.Title: 6. City/Town: AMESBURY 7. State: MA 8. Zip Code: 1019130000 9.Telephone: 978-388-0900 10. Ext:f ---] 11. Fax: 978-388-7270 Revised: 03/10/2010 Page 2 of 5 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC112 Release Tracking Number LA BILL OF LADING (pursuant to 310 CMR 40.0030) �- 16766 E. RECEIVING FACILITY/TEMPORARY STORAGE LOCATION: 1. Operator/Facility Name TURNKEY LANDFILL 2. Contact First Name: PAT 3. Last Name: STAUFFER 4. Street: 97 ROCHESTER NECK ROAD 5. Title: TECHNICAL SERVICE REPRESENTA 6. City/Town:I ROCHESTER 7. State: NH 8. Zip Code: 1038690000 9.Telephone: 716-286-0451 10. Ext: 11. Fax: 716-286-0211 12. Type of Facility: (Check one) a. Temporary Storage i. Period of Temporary Storagef——————7 to (mm/dd/yyyy) (mm/dd/yyyy) ii. Reason for Temporary Storage: ❑ b. Asphalt Batch/Hot Mix ✓❑ c. Landfill/Disposal ❑ d. Landfill/Structural Fill ❑ e. Landfill/Daily Cover ❑ f. Asphalt Batch/Cold Mix ❑ g. Thermal Processing ❑ h. Incinerator ❑ I. Other: 13. Division of Hazardous Waste/Class A Permit Number: DES-SW-SP-95001 14. Division of Solid Waste Permit Number: D4-SW-SP-95001 15. EPA Identification Number: 11839 F. LSP SIGNATURE AND STAMP: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this submittal form, including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1), (ii)the applicable provisions of 309 CMR 4.02(2)and (3), and 309 CMR 4.03(2),and (iii)the provisions of 309 CMR 4.03(3),to the best of my knowledge, information and belief,the assessment action(s)undertaken to characterize the Remediation Waste which is(are)the subject of this submittal for acceptance at the facility identified in this submittal comply with applicable provisions of 310 CMR 40.0000,and such facility is permitted to accept Remediation Waste having the characteristics described in this submittal. I am aware that significant penalties may result, including, but not limited to, possible fines and imprisonment, if I submit information which I know to be false, inaccurate or materially incomplete. 1. LSP#: 2413 2. First Name: FRANK S 3. Last Name: VETERE 4.Telephone: 6039643788 � 1 5. Ext. 304g$j1h of A40 CG 6. FAX: 7. Signature: Frank S Vetere Electronic Seal 8. Date: 11/27/2013 9. LSP Stamp: (mm/dd/yyyy) s��Site 1p Q Revised: 03/10/2010 Page 3 of 5 L ow. Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC112 BILL OF LADING(pursuant to 370 CMR 40.0030) Release Tracking Number 3�- 16766 G. PERSON SUBMITTING BILL OF LADING: 1. Check all that apply: ❑ a.change in contact name ® b. Change of address ❑ c. change in person undertaking response actions 2. Name of Organization:HIGH ROCK BRIDGE STREET LLC 3. Contact First Name:I DAVID 4. Last Name: SWEETSER 5. Street:2750 GROVE ST 6.Title: MANAGER 7. City/Town: JAUBURNDALE 8. State: Mp 9. Zip Code: 1024660000 10.Telephone:17812488000 11. ExtL 12. Fax: H. RELATIONSHIP TO SITE OF PERSON SUBMITTING BILL OF LADING: ❑ Check here to change relationship ❑✓ 1. RP or PRP: ❑ a. Owner ❑ b. Operator ❑ c. Generator ❑ d. Transporter ❑✓ e. Other RP or PRP Specify: NON-SPECIFIED PRP ❑ 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 Undertaking Response Actions: Specify Relationship 1. REQUIRED ATTACHMENTS AND SUBMITTALS : ❑ 1. Check here if the Response Action(s)on which this opinion is based, if any, are(were)subject to any order(s), permit(s)and/or approvals issued by DEP or EPA. If the box is checked,you must attach a statement identifying the applicable provisions thereof. ❑ 2. Check here if any non-updatable information provided on this form is incorrect,e. g. property address. Send corrections to BWSC.eDEP@state.ma.us ❑✓ 3. Check here to certify that the LSP Opinion containing the material facts,data,and other information is attached. J. CERTIFICATION OF PERSON SUBMITTING BILL OF LADING : 1.I,1 David Sweetser , attest under the pains and penalties or 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, (ii)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 I 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 am/is 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. David Sweetser 3. Title: MANAGER 4. For HIGH ROCK BRIDGE STREET LLC 5. Date: 12/2/2073 (Name of person or entity recorded in Section H) (mm/dd/yyyy) Revised: 03/10/2010 Page 4 of 5 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC112 7L BILL OF LADING (Pursuant to3tocMRao.00so) Release Tracking Number 3❑- 16766 J. CERTIFICATION OF PERSON SUBMITTING BILL OF LADING(cont.) : ❑ 6. Check here if the address of the person providing certification is different from address recorded in Section H. 7. Street: 8. City/Town: 9. State: 10. Zip Code: 11.Telephone: 12. Ext 13. Fax: YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$10,000 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 PENALIZED FOR MISSING A REQUIRED DEADLINE. Date Stamp (MassDEP USE ONLY): Received by DEP on 12/2/2013 4:25:08 PM Revised: 03/10/2010 Page 5 of 5 THE FOLLOWING. IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIEINAL (S) IM ^� � a c MIA8TH wu I gMEM •,••. , :4:rj` of 1 tyr `.,4s Sj �..✓_ �'dyikga .3S i'P{jd�C1 i 4.t��xr:?�g 7�rS i gi�)�,tS �`i�k'i i`rsk i'a t:E't' 7��It p`f€;r' t_.;i-�i+,3-�t'r(!: - irF , - �1.,;iy _- " j NJ,` f } x'�i11 0 =,•ItVi =rx i,i t: { .{''<j4 Yta. ;, r1_.! i, iS{x� ( }? } f• a� irt^C.. 'z �. a:... yx �,k - ,..Uy„'P ..... .. - »19� '#}-� 5�'�a� �,faia k rsx b.a��..a..�;:r F -g'isni t.-�`»_- ri .'� � f 3r" a ,.➢�ztii:P =�:, ik�sn a ' :r:„ Si,i�rRa[tlf ,ka E>t . 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LOAD INFORMATION: i§iatu;e Trans oche a sentative: Recervi cili i ovary S[o epresentative: Load 1: Date of Shipment: Time of ShipmenC 3 -y Date of Recaipi: Time of Receipt. l _ U_1 (J3 AMP M /'y ,/} 3..„ AM PM TrucknffraLctJor Registration: Trailer Registration(if any); l�PyT �'1 "7 Load Size(cu-yyd'sv/tons): Load 2: Signature of Transporter Representative: Receiving FacilityTemporary Storage Representative: Date of Shipment: Time of Shipment; Date of Receipt Time of Receipt AM m: PM `J AM PM TruckTractor Registration: Trailer Registration(if any): .Load Size(cu.yds./tons): - Load 3: Signature of Transporter Representative: Receiving FacilltyTemporary,Storage Representative: Date of Shipment: Time of Shipment: D AM I PM , ate of Receipt Time of Receipt AM '..�. PM Truck/Tractor Registration: Trailer Registration(if any); - i Load Size(cu.yds.ltons): Load 4: Signature of Transporter Representative:. .t Receiving FacilityTremporary Storage Representative: - Date of Shipment: Time of Shipment: Date of Receipt Time of Receipt ._� AM LPM � AM PM TruckTractor Registration:. Trailer Registration(if any): Load Size(ca yds.ttons): Load 5: Signature of Transporter Representative: , Receiving Facilityrremporary Storage Representative' r Date of Shipment: Time of Shipment: Date of Receipt Time of Receipt. AM PMAM PMr i TruckTractor Registration: Trailer Registration(if any), i Load Size(cu.fids./tons): Load 6: Signatiure of Transporter Representative: Receiving Facility/Temporary Storage Representative- Date of Shipment: Time of Shipment: Date of Receipt:. Time of Receipt: AM PM i L„.AM .._).PM TruckTractor Registration: Trailer Registration(if any): Load Size(cu.ydsdtons): J. LOG SHEET VOLUME INFORMATION: Total Volume Recorded This Page(mi.yds./tons) Total Carried Forward(cu.yds.ltons): Total Carried Forward and This Page(cu.yds./tons): 7/13/71 APPENDIX E LABORATORY TEST REPORT ESS Laboratory BAL Laboratory � . Division of Thielsch Engineering,Inc. The Microbiology Dnision to ofThieisch Engineering,Inc. CERTIFICATE OF ANALYSIS Matthew Steele GZA GeoEnvironmental, Inc. 372 Merrimac Street Newburyport, MA 01950 RE: Gateway Center Salem MA(18.0171789.00) ESS Laboratory Work Order Number: 1312398 This signed Certificate of Analysis is our approved release of your analytical results. These results are only representative of sample aliquots received at the laboratory. ESS Laboratory _expects its clients to follow all regulatory sampling guidelines. Beginning with this page, the entire report has been paginated. This report should not be copied except in full without the approval of the laboratory. Samples will be disposed of thirty days after the final report has been delivered. If you have any questions or concerns, please feel free to call our Customer Service Department. Laurel Stoddard Laboratory Director Analytical Summary The project as described above has been analyzed in accordance with the ESS Quality Assurance Plan. This plan utilizes the following methodologies: US EPA SW-846, US EPA Methods for Chemical Analysis of Water and Wastes per 40 CFR Part 136, APHA Standard Methods for the Examination of Water and Wastewater, American Society for Testing and Materials (ASTM), and other recognized methodologies. The analyses with these noted observations are in conformance to the Quality Assurance Plan. In chromatographic analysis, manual integration is frequently used instead of automated integration because it produces more accurate results. The test results present in this report are in compliance with NELAC Standards, A2LA and/or client Quality Assurance Project Plans (QAPP). The laboratory has reviewed the following: Sample Preservations, Hold Times, Initial Calibrations, Continuing Calibrations, Method Blanks, Blank Spikes, Blank Spike Duplicates, Duplicates, Matrix Spikes, Matrix Spike Duplicates, Surrogates and Internal Standards. Any results which were found to be outside of the recommended ranges stated in our SOPs will be noted in the Project Narrative. 185 Frances Avenue,Cranston,RI 02910-2211 Tcl:401461-7181 Fax:401-461-4486 littu://www.CSSLaboratorv_com Dependability ♦ Quality ♦ Service Page 1 of 16 �Y , ESS Laboratory BAL Laboratory � Division ofThielschEngineerrng,Inc. TheMicrohiotogyDin'sion l ti- aFThielsch Engineer/n�,Inc. CERTIFICATE OF ANALYSIS Client Name: GZA GeoEnvironmental,Inc. Client Project ID: Gateway Center Salem MA ESS Laboratory Work Order: 1312398 SAMPLE RECEIPT The following samples were received on December 20, 2013 for the analyses specified on the enclosed Chain of Custody Record. To achieve CAM compliance for MCP data, ESS Laboratory has performed and reviewed all QA/QC Requirements and Performance Standards listed in each method. Holding times and preservation have also been reviewed. All CAM requirements have been achieved unless noted in the project narrative. Each method has been set-up in the laboratory to reach required MCP standards. The methods for aqueous VOA and Soil Methanol VOA have known limitations for certain analytes. The regulatory standards may not be achieved due to these limitations. In addition, for all methods, matrix interferences, dilutions, and %Solids may elevate method reporting limits above regulatory standards. ESS Laboratory can provide, upon request, a Data Checker (regulatory standard comparison spreadsheet)electronic deliverable which will highlight these exceedances. For EPH soil samples, the aromatic range results have been corrected for identified cartridge contaminant in accordance with the CAM protocol. Question I:All samples for EPH were analyzed for a subset of the required MCP list per the client's request. Lab Number Sample Name Matrix Analysis 1312398-01 S-1 Soil 8100M 1312398-02 S-2 Soil 8100M 1312398-03 S-3 Soil 8100M 1312398-04 S-4 Soil 8100M 1312398-05 S-5 Soil 8100M 185 Frances Avenue,Cranston,RI 02910-2211 Tel:401-461-7181 Fax:401461-4486 littti://wivw.f,',SSLEiboratom.com Dependability • Quality ♦ Service Page 2 of 16 ESS I,ahoratory BAL Laboratory o� Dirdsion o£Thlelsch Engineetirg,Inc. The Microbio%gyDivision 1�11.:J ofThie/sch Engineeri�Inc. CERTIFICATE OF ANALYSIS Client Name: GZA GeoEnvironmental, Inc. Client Project ID: Gateway Center Salem MA ESS Laboratory Work Order: 1312398 PROJECT NARRATIVE 8100M Total Petroleum Hydrocarbons CWL0269-CCV2 Continuing Calibration recovery is below lower control limit(C-). _ Hexatriacontane(C36)(48%@ 75-125%) CWL0269-CCV3 Continuing Calibration recovery is below lower control limit(C-). Hexatriacontane(C36)(29%@ 75-125%) No other observations noted. End of Project Narrative. DATA USABILITY LINKS Definitions of Quality Control Parameters Semivolatile Organics Internal Standard information Semivolatile Organics Surrogate Information Volatile Organics Internal Standard Information Volatile Organics Surrogate Information EPH and VPH Alkane Lists 185 Frances Avenue,Cranston,RI 02910-2211 Tel:401-461-7181 Fax:401-461-4486 littn:Uwww.f,SSLaboratorv.com Dependability ♦ Quality ♦ Service Page 3 of 16 ESS Laboratory BAL Laboratory Division o£Thielsch Engineering, Inc. The Microbiology Din'sion ofThiclsch Engineering,Inc. A= CERTIFICATE OF ANALYSIS Client Name: GZA GeoEnvironmental,Inc. Client Project ID: Gateway Center Salem MA ESS Laboratory Work Order: 1312398 CURRENT SW-846 METHODOLOGY VERSIONS Analytical Methods Prep Methods 1010A-Flashpoint 3005A-Aqueous ICP Digestion 6010C-ICP 3020A-Aqueous Graphite Furnace/ICP MS Digestion 6020A-ICP MS 3050B-Solid ICP/Graphite Furnace/ICP MS Digestion 7010 -Graphite Fumace 3060A-Solid Hexavalent Chromium Digestion 7196A-Hexavalent Chromium 3510C-Separatory Funnel Extraction 7470A-Aqueous Mercury 3520C-Liquid/Liquid Extraction 7471B- Solid Mercury 3540C-Manual Soxhlet Extraction 8011 -EDB/DBCP/TCP 3541 -Automated Soxhlet Extraction 8015C-GRO/DRO 3580A-Waste Dilution 8081B-Pesticides 5030B-Aqueous Purge and Trap 8082A-PCB 5035 -Solid Purge and Trap 9100M-TPH 8151A-Herbicides 8260B-VOA 8270D-SVOA 8270D SIM- SVOA Low Level 9014-Cyanide 9038-Sulfate 9040C-Aqueous pH 9045D-Solid pH(Corrosivity) 9050A-Specific Conductance 9056A-Anions(IC) 9060A-TOC 9095B-Paint Filter MADEP 04-1.1 -EPH/VPH 185 Francs Avenue,Cranston,R1 02910-2211 Tel:401 A61-7181 Fax:401-461-4486 hap:%hvww ESSLaboratory Qom Dependability ♦ Quality ♦ service Page 4 of 16 ESS I,abOratory BAL Laboratory � Division ofThielsch Engineering,Inc. TheMicrohlolagyDlm'slon I +�� ofThielsch Engineering,'Inc. CERTIFICATE OF ANALYSIS Client Name: GZA GeoEnvironmental,Inc. Client Project ID: Gateway Center Salem MA ESS Laboratory Work Order: 1312398 MassDEP Analytical Protocol Certification Form MADEP RTN: This form provides certification for the following data set: 1312398-01 through 1312398-05 Matrices: ( )Ground Water/Surface Water 00 Soil/Sediment ( )Drinking Water ( )Air ( )Other: CAM Protocol(check all that apply below): ( ) 8260 VOC ( ) 7470/7471 Hg ( ) MassDEP VPH ( )8081 Pesticides ( ) 7196 Hex Cr ( ) MassDEPAPH CAM 11 A CAM III B CAM IV A CAM V B CAM VI B CAM IX A ( ) 8270 SVOC ( ) 7010 Metals (X) MassDEP EPH ( ) 8151 Herbicides ( ) 8330 Explosives ( ) TO-15 VOC CAM 11 B CAM III C CAM IV B CAM V C CAM VIII A CAM IX B ( ) 6010 Metals ( ) 6020 Metals ( ) 8082 PCB ( ) 6860 Perchlorate ( ) 9014 Total Cyanide/PAC CAM IIIA CAM IIID CAMVA CAM VIII CAM VIA Affirmative responses to questions A through Fare required for Presumptive Certainty'9tatus A Were all samples received in a condition consistent with those described on the Chain-of-Custody,properly Yes(X) No( ) preserved(including temperature)in the field or laboratory,and prepared/analyzed within method holding times? B Were the analytical method(s)and all associated QC requirements specified in the selected CAM protocol(s) Yes(X) No( ) followed? C Were all required corrective actions and analytical response actions specified in the selected CAM protocol(s) Yes(X) No( ) implemented for all identified performance standard non-conformances? D Does the laboratory report comply with all the reporting requirements specified in the CAM VII A."Quality Yes(X) No( ) Assurance and Quality Control Guidelines for the Acquisition and Reporting of Analytical Data"? E a.VPH,EPH,APH and TO-15 only:Was each method conducted without significant modification(s)?(Refer Yes(X) No( ) to the individual method(s)for a list of significant modifications). b.APH and TO-15 Methods only:Was the complete analyte list reported for each method? Yes( ) No( ) F Were all applicable CAM protocol QC and performance standard non-conformances identified and evaluated Yes(X) No( ) in a laboratory narrative(including all"No"responses to Questions A through E)? Responses to Questions G,Hand I below are required for Presumptive Certainty'Ralus G Were the reporting limits at or below all CAM reporting limits specified in the selected CAM protocols(s)? Yes(X) No( )* Data User Note:Data that achieve Presumptive CertaintyStatus may not necessarily meet the data usability and representativeness requirements described in 310 CMR 40. 1056(2)(k)and WSC-07-350. H Were all QC performance standards specified in the CAM protocol(s)achieved? Yes(X) No( )* I Were results reported for the complete analyte list specified in the selected CAM protocol(s)? Yes( ) No(X)* *All negative responses must be addressed in an attached laboratory narrative. I,the undersigned,attest under the pains and penalties of perjury that, based upon my personal inquiry of those responsible for obtaining the information,the material contained in this analytical report is, to the best of my knowledge and belief, accurate and complete. a 42 1 Signature: f � Date: December 30,2013 Printed Name: Laurel Stoddard Position: Laboratory Director 185 Frances Avenue,Cranston,RI 02910-2211 Tcl:401-461-7181 Fax:401-461-4486 h¢p://www:ESSLaboratorv.coni Dependability • Quality * Service Page 5 of 16 ESS Laboratory BAL Laboratory ` ` The MicrobiologyDivisian Division ol'Thielsch Engineering,Inc. 1 �:�� atThielsch Engineering Inc. CERTIFICATE OFANALYSIS Client Name: GZA GeoEnvironmental, Inc. Client Project ID: Gateway Center Salem MA ESS Laboratory Work Order: 1312398 Client Sample ID: S-1 ESS Laboratory Sample ID: 1312398-01 Date Sampled: 12/19/13 12:27 Sample Matrix: Soil Percent Solids: 70 Units:mg/kg dry Initial Volume: 19.3 Analyst: ML Final Volume: I Prepared: 12/23/13 11:50 Extraction Method: 3546 8100M Total Petroleum Hydrocarbons Analyte Results(MRL) MDL Method Limit DF Analyzed Sequence Batch Total Petroleum Hydrocarbons ND(14.7) 8100M 1 12/23/13 15:50 CWL0269 CL32307 %Recovery QW1111er Umi[s 5errWte:6Terpheny/ ss% 40-140 185 Frances Avenue,Cranston,R1 02910-2211 Tel:401-461-7181 Fax:401461 A486 lain::lwww.fSSLaboratorv.com Dependability ♦ Quality ♦ service Page 6 of 16 ESS Laboratory BAL Laboratory Division of Thielsch Engineering, Inc. The MicroliologyDivision 1 ofThielsch Engineering Inc. CERTIFICATE OF ANALYSIS Client Name: GZA GeoEnvironmental,Inc. Client Project ID: Gateway Center Salem MA ESS Laboratory Work Order: 1312398 Client Sample ID: S-2 ESS Laboratory Sample ID: 1312398-02 Date Sampled: 12/19/13 12:38 Sample Matrix: Soil Percent Solids: 30 Units: mg/kg dry Initial Volume: 19.3 Analyst: ML Final Volume: l Prepared: 12/23/13 11:50 Extraction Method: 3546 8100M Total Petroleum Hydrocarbons Analyte Results(MRL) MDL Method Limit DF Analyzed Sequence Batch Total Petroleum Hydrocarbons 790(35.1) 8100M 1 12/23/13 16:29 CWL0269 CL32307 %Recovery Limit, Sercgate:O-Terpheny/ W% 40-140 185 Frances Avenue,Cranston,RI 02910-2211 Tch 401-461-7181 Fax:401-461-4486 hJrUwww.ESSLaboraturv.coni Dependability ♦ Quality ♦ Service Page 7 of 16 ESS Laboratory BAL Laboratory .The AL'crobiology Division 1 —10 DivisionafThielschEngmeering,Inc. ofrhielschEngineeringInc. CERTIFICATE OFANALYSIS Client Name: GZA GeoEnvironmental,Inc. Client Project ID: Gateway Center Salem MA ESS Laboratory Work Order: 1312398 Client Sample ID: S-3 ESS Laboratory Sample ID: 1312398-03 Date Sampled: 12/19/13 12:45 Sample Matrix: Soil Percent Solids: 27 Units:mg/kg dry Initial Volume: 19.9 Analyst: ML Final Volume: l Prepared: 12/23/13 11:50 Extraction Method: 3546 8100M Total Petroleum Hydrocarbons Analyte Results(MRL) MDL Method Limit DF Analyzed Sequence Batch Total Petroleum Hydrocarbons 1460(36.9) SIOOM 1 12/23/13 17:07 CWL0269 CL32307 %Recovery pua/irw Limits Suna9aaie:O-rerpheny/ 89% 40-140 185 Frances Avenue,Cranston,Rl 02910-2211 Tel:401-461-7181 Pax:401-461-4486 httol/www.ESSLaboratorv_com Dependability ♦ Quality ♦ Service Page 8 of 16 2 : ESS Laboratory BAL Laboratory Division ofThlelsch Engineering,fnC. TheMirsobiologyDivlsion i: ofTluelsch Engineering Inc. CERTIFICATE OFANALYSIS Client Name: GZA GeoEnvironmental,Inc. Client Project ID: Gateway Center Salem MA ESS Laboratory Work Order: 1312398 Client Sample ID: S-4 ESS Laboratory Sample ID: 1312398-04 Date Sampled: 12/19/1312:47 Sample Matrix: Soil Percent Solids: 28 Units:mg/kg dry Initial Volume: 19.3 Analyst: ML Final Volume: 1 Prepared: 12/23/13 11:50 Extraction Method: 3546 8100M Total Petroleum Hydrocarbons Analyte Results(MRL) MDL Method Limit DF Analyzed Sequence Batch Total Petroleum Hydrocarbons 1450(37.6) 8100M 1 12/23/13 17:46 CWL0269 CL32307 %Recovery Qua/ilei Limits S a,ogate:0-Terphmy1 91% 40.140 185 Frances Avenue,Cranston,RI 02910-2211 Tel:401461-7181 Fax:401-461-4486 httu://ww v,liSSLaboratorv.com Dependability ♦ Quality ♦ service Page 9 of 16 — � m - ESS Laboratory BAL Laboratory The MiaobiologyDivision N DIPI$lOJI Of TIL2ISCI7 EtIg70CCtltlgt Inc. oFThie/sch Engineersng Inc. CERTIFICATE OF ANALYSIS Client Name: GZA GeoEnvironmental, Inc. Client Project ID: Gateway Center Salem MA ESS Laboratory Work Order: 1312398 Client Sample ID: S-5 ESS Laboratory Sample ID: 1312398-05 Date Sampled: 12/19/13 13:35 Sample Matrix: Soil Percent Solids: 80 Units:mg/kg dry Initial Volume: 19.7 Analyst: ML Final Volume: 1 Prepared: 12/23/13 11:50 Extraction Method: 3546 8100M Total Petroleum Hydrocarbons Analyte - Results(MRL) MDL Method Limit DF Analyzed Sequence Batch Total Petroleum Hydrocarbons 95.7(12.8) 8100M 1 12/23/13 18:25 CWL0269 CL32307 %Recovery Qualifier umits Surrogate:0-rerten)4 91% 40-140 185 Frances Avenue,Cranston,RI 02910-2211 Tel:401-461-7181 Fax:401-461-4486 httna/www.ESSLaboraluryI oM Dependability ♦ Quality ♦ Service Page 10 of 16 ESS Laboratory BAL Laboratory T Division ofThielsch Engineering,Inc. The Microbiology Division 1-0 u a£Thielsch Engineering Inc. CERTIFICATE OF ANALYSIS Client Name: GZA GeoEnvironmental,Inc. Client Project ID: Gateway Center Salem MA ESS Laboratory Work Order: 1312398 Quality Control Data Spike Source %REC RPD Analyte Result MRL Units Level Result %REC Limits RPD Limit Qualifier 8100M Total Petroleum Hydrocarbons Batch CU2307-3546 Blank Decane(CIO) NO 0.2 mg/kg wet Docosane(C22) ND 0.2 mg/kg wet Dodecane(C12) ND 0.2 mg/kg wet - Eicosane(C20) NO 0.2 mg/kg wet Hexacosane(C26) ND 0.2 mg/kg wet Hexadecane(C16) ND 0.2 mg/kg wet Hexatriacontane(C36) NO 0.2 mg/kg wet Nonadecane(C19) ND 0.2 mg/kg wet Nonan(C9) ND 0.2 mg/kg wet Octacosane(C28) ND 0.2 mg/kg wet Octadewne(C18) NO 0.2 mg/kg wet Tetmmsane(04) NO 0.2 mg/kg wet Tebadecane(C14) NO 0.2 mg/kg wet Total Petroleum Hydrocarbons ND 10.0 mg/kg wet Triatontane(C30) NO 0.2 mg/kg wet &,,gate:0-7nyheW 4.46 mg/kg wet 5.000 89 40-140 Lis Decane(CIO) 1.8 0.2 mg/kg wet 2.500 71 40-140 Docosane(C22) 2.3 0.2 mg/kg wet 2.500 93 40-140 Dodecane(C12) 1.7 0.2 mg/kg wet 2.500 69 40-140 Eicosane(C20) 2.2 0.2 mg/kg wet 2.500 88 40-140 Hexacasane(C26) 2.4 0.2 mg/kg wet 2.500 95 40-140 Hexadecane(C16) 2.0 0.2 mg/kg wet 2.500 80 40-140 Hexatriacont sne(C36) 2.2 0.2 mg/kg wet 2.500 90 40-140 Nonaderane(C39) 2.3 0.2 mg/kg wet 2.500 91 40-140 Nonan(C9) 2.1 0.2 mg/kg wet 2.500 82 30-140 OcWwsane(C28) 2.4 0.2 mg/kg wet 2.500 96 40-140 Octadecane(CI8) 2.0 0.2 mg/kg wet 2.500 82 40-140 Tetracosane(C24) 2.4 0.2 mg/kg wet 2.500 95 40-140 Tetradewne(C14) 1.9 0.2 mg/kg wet 2.500 75 40-140 Total Petroleum Hydrocarbons 33.3 10.0 mg/kg wet 35.00 95 40-140 Triacontane(C30) 2.4 0.2 mg/kg wet 2.500 96 40-140 Surrogate:O-rerphenyl 4.44 mg/kg wet 5,000 89 40-140 LCS Dup Decane(CIO) 1.9 0.2 mg/kg wet 2.500 74 40-140 4 25 Docosane(C22) 2.4 0.2 mg/kg wet 2.500 97 40-140 5 25 Dodecane(C32) 1.9 0.2 mg/kg wet 2.500 76 40140 9 25 Etcosane(C20) 2.4 0.2 mg/kg wet 2.500 96 40-140 9 25 Hexacosane(C26) 2.5 0.2 mg/kg wet 2.500 99 40-140 4 25 Hexadecane(C16) 2.1 0.2 mg/kg wet 2.500 84 40-140 5 25 Hexatdacontane(C36) 2.3 0.2 mg/kg wet 2.500 91 40-140 2 25 Nonadecane(Cis) 2.5 0.2 mg/kg wet 2.500 99 40-140 9 25 185 Frances Avenue,Cranston,RI 02910-2211 Tel:401-461-7181 Fos:401461-4486 11ttn://wa w.ESSLaboratow-cum Dependability • Quality 4 Service Page 11 of 16 F . ESS Laboratory BAL Laboratory Division ofThielsch Engineering,In C. TheMicrablolagyDivision ]� �+�-.� o£Thielsch Engineering Inc. CERTIFICATE OF ANALYSIS Client Name: GZA GeoEnvironmental,Inc. Client Project ID: Gateway Center Salem MA ESS Laboratory Work Order: 1312398 Quality Control Data Spike Source %REC RPD Anblyte Result MRL Units Level Result %REC Limits RPD Limit Qualifer 8100M Total Petroleum Hydrocarbons Batch C0007-3546 Nonane(C9) 2.2 0.2 mg/kg wet 2.500 87 30-140 6 25 Octacos me(C28) 2.5 0.2 mg/kg wet 2.500 100 40-140 4 25 Octadecane(C18) 2.1 0.2 mg/kg wet 2.500 84 40-140 3 25 Tetracosane(C24) 2.5 0.2 mg/kg wet 2.500 100 40-140 5 25 Tetradewne(C14) 2.0 0.2 mg/kg wet 2.500 79 40-140 5 25 Total Petroleum Hydrocarbons 35.0 10.0 mg/kg wet 35.00 100 40-140 5 25 Tnacontane(00) 2.5 0.2 mg/kg wet 2.500 99 40-140 3 25 Surrogate:6TaTheny/ 4.55 mg/kg wet 5.000 91 40-140 185 Frances Avenue,Cranston,RI 02910-2211 Tel:401-461-7181 Fm:401461-4486 htto://www.FSSLabomtorv.cM Dependability ♦ Quality ♦ Service Page 12 of 16 ESS Laboratory BAL Laboratory Division of Thielsch Engineering,Inc. The MicrobiologyDiwsion s. . ofThie/sch Engineering Inc. kz�, CERTIFICATE OFANALYSIS Client Name: GZA GeoEnvironmental,Inc. Client Project ID: Gateway Center Salem MA ESS Laboratory Work Order: 1312398 Notes and Definitions U Analyte included in the analysis,but not detected C- Continuing Calibration recovery is below lower control limit(C-). ND Analyte NOT DETECTED at or above the MRL(LOQ), LOD for DoD Reports,MDL for J-Flagged Analytes dry Sample results reported on a dry weight basis RPD Relative Percent Difference MDL Method Detection Limit MRL Method Reporting Limit LOD Limit of Detection LOQ Limit of Quantitation DL Detection Limit IN Initial Volume FN Final Volume Subcontracted analysis; see attached report 1 Range result excludes concentrations of surrogates and/or internal standards eluting in that range. 2 Range result excludes concentrations of target analytes eluting in that range. 3 Range result excludes the concentration of the C9-C10 aromatic range. Avg Results reported as a mathematical average. NR No Recovery [CALC] Calculated Analyte SUB Subcontracted analysis;see attached report 185 Frances Avenue,Cranston,RI 02910-2211 Tel:401-461-7181 Fax:401-461-4486 litto:Uwxvw.F,SSLaboraturv.coru Dependability • Quality ♦ Service Page 13 of 16 ESS Laboratory BAL Laboratory 1 Division o£Thielsch Engineering, Inc. The Microbiology DM jonofThielsch Engineering,Inc. CERTIFICATE OF ANALYSIS Client Name: GZA GeoEnvironmental,Inc. Client Project ID: Gateway Center Salem MA ESS Laboratory Work Order: 1312398 ESS LABORATORY CERTIFICATIONS AND ACCREDITATIONS ENVIRONMENTAL Department of Defense(DoD)Environmental Laboratory Accreditation Program(ELAP) A2LA Accredited:Testing Cert#2864.01 http://www.a2la.or•scopen(If/2864-01 odf Rhode Island Potable and Non Potable Water:LA100179 littp://www,heattil.fi 4ov/labs/waterlabs-instate r)hr) Connecticut Potable and Non Potable Water,Solid and Hazardous Waste:PH-0750 htip:/,'www.ct.gov/dph/lib/clr)ii/environiiien(aI health/environmental laboratories/odf 0titotStateConnnercialLaboratories ndf Maine Potable and Non Potable Water,and Solid and Hazardous Waste: RI0002 htt :Cwww.maine. ov/de /btw /to is/vessel/lab list. df Massachusetts Potable and Non Potable Water:M-RIO02 fitti)://mtblic.dep.state.nta.us/labcert/lztbcert.ast)x New Hampshire(NELAP accredited)Potable and Non Potable Water,Solid and Hazardous Waste:2424 http://www4.e,_,ov.nh.eov/(Ics/nhelap/nainesearch.asp New York(NELAP accredited)Non Potable Water,Solid and Hazardous Waste: 11313 htip://www.wadsworth.t)ra/labceii/elpm/conim,httnl New Jersey(NELAP accredited)Non Potable Water,Solid and Hazardous Waste:RI006 ham://datamine2.state.ni.us/dep/DEP OPRA/ United States Department of Agriculture Soil Permit:S-54210 Maryland Potable Water:301 httn://www.nide.stite.md.tis/assets/document/WSP 'labs-2009apr20 V CHEMISTRY A21LA Accredited:Testing Cert#2864.01 Lead in Paint,Phthalates,Lead in Children's Metals Products(Including Jewelry) littT)://www.A2L.A.org/dirsearchilcw/iiewsearcii.efin CPSC III# 1141 Lead Paint,Lead in Children's Metals Jewelry iittp://www.er)sc.uov,/c�-*i-biii/labitr)plist.aspx 185 Frances Avenue,Cranston,RI 02910-2211 Tel:401461-7181 Fax:401-461-4486 httv://www.FSSLaboratorv.cm Dependability ♦ Quality ♦ Service Page 14 of 16 Attachment B Sample and Cooler Receipt Checklist SOP 10_0001 Client: GZA GeoEnvi ron mental, Inc. ESS Project ID: 13120398 Client Project ID: Date Project Due: 12/27/13 Shipped/Delivered Via: ESS Courier Days For Project: 5 Day Items to be checked upon receipt: 1. Air Bill Manifest Present? 'N07 10. Are the samples properly preserved, Yes Air No.: 11. Proper sample containers used? Yes 2. Were Custody Seals Present? Fiio12. Any air bubbles in the VOA vials? FNIA 3. Were Custody Seals Intact? N/A 13. Holding times exceeded? No 4. Is Radiation count < 100 CPM? Yes 14. Sufficient sample volumes? Yes S. Is a cooler present? Yes 1 15. Any Subcontracting needed? Cooler Temp: 1.2 16. Are ESS labels on correct containers,. o Iced With: Ice 17. Were samples received Intact? e o 6. Was COC included with samples? Yes ESS Sample IDs: 7. Was COC signed and dated by client? 1Yes Sub Lab: 8. Does the COC match the sample F Yes Analysis: 9. Is COC complete and correct? Yes TAT: 18. Was there need to call project manager to discuss status? If yes, please explain. Who was called?: By whom? Sample Number Properly Preserved Container Type #of Containers Preservative 1 Yes 8 oz Soil Jar 1 NP 2 Yes 8 oz Soil Jar 1 NP 3 Yes 8 oz Soil Jar 1 NP 4 Yes 8 oz Soil Jar 1 NP 5 Yes 8 oz Soil Ja/r' / 1 NP Completed By: �C/ Date/Time: ,b� dd—b( -Pi ? Reviewed By: Date/Time: z 2 K Page 15 of 16 1 ESS Laboratory CHAIN OF CUSTODY rage_Lof Division of 7hielscb Engineering, Inc. Tum Time reStandard Other RepomngLimier E PROJEC� If faster than 5 days, rot royal b laboratoryis required# 185 Frances Avenue, Cranston, RI 02910-2211 /�� where samples were collected from: / Tel. (401) 461-7181 Fax (401) 461-4486 M RI CT NH NJ NY ME Other Electronic Deliverable www.cssiaboratory.com ect for any of the following: Fotmat: Excel AceDA-MCP Na USACE Other Other Co.Name Project # Project Name(20 Chu.or lm) Write Required Analysis V`lZr CZ2G�i'Ut:�a?./iU.n1FrUT/kl_ �`L.i,,"lt7fiy-c �ZA`t,;r�AYL%—N'r7sGZ Contact Person Address N?ATy14Ecv SiFf=( 3 ;a I1c:12It"A6 S-r City State Zip PO# c y ru;.w(3c.wy Ali+ CM50 -)`G G,06 4° Telephone# - Fax # Email Address V -t( /s„a44kaw,5-Veele(�(•ya.Cc- o ESS LAB Date Collection 2 ,du ° Sample# Time g SampleIdencification(2acam.orim) coy, V Z F. !)�"7 Y, S S `L 1 fn (; 13 3T 4 5 -A 3 I� its 3 1X48 Y\ I) I A 113 a L-1-7 I) 14 o 3 3 5 'C 5 A. n G Container Type:.P-Poly_G-Glass S-Sterilc V-VOA Matrix: S•SoilSD-Solid D-Sludge WW-Waste Water GW-Ground Water SW-Surface Water DWDrinking Warer O-Oil W-Wipes F-Filters Cooler Present _Yes _No Intem2lijac Only Preservation Codc 1-NP,2-HCl,3-H:SO.,4-HNO,,5-NaOH,6-McOH,7-Asorbic Acid,S.ZnAct,9- Stals Intact _Ya _No NA:V [ Pickup Sampled by: IIIA l_r r i� 5 7(__-e L V m 1 i CoolerTemp: L'A TZ .K [ J Technicians_ Comments: Tfui i acure) Date/Time Rcccive by:(�Si,�tore) Date/Time Relinquish by:(Signature) Date/Time e' d •(Si azure) Date/Time a w t3 /525 pfxe S��� �a�p 73 lya5 DFJ-u: � db /1� i z:y is : Signature) Date/Time Receiv d b Si e) ate/Time Relinquished by:(Signature) Date/Time Received by:(Sigtuture) Date/Time I l By circling MA-MCP client acknowledges samples were c coed Please fax all changes to Chain of Custody in writing. 1(White)Lab Copy 2(Yellow)Client Receipt in accordance with MADEP CAM VII A ,azeioan