03092014 post-class c-2 response action outcome status report for former lia honda facility massdep...

POST-CLASS C-2 RESPONSE ACTION OUTCOME STATUS REPORT Former Lia Honda Facility 171-187 King Street Northampton, Massachusetts MassDEP RTN 1-16091 March 9, 2014 Prepared for: Impact Environmental 170 Keyland Court Bohemia, New York Prepared By: EnviroTrac Ltd. 2 Merchant Street, Suite 2 Sharon, Massachusetts A Full Service Environmental Consulting and Contracting Firm

Post Class C-2 RAO Status Report March 9, 2014 Former Lia Honda, 171-187 King St., Northampton, MA; RTN 1-16091

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TABLE OF CONTENTS Page #

1.0 INTRODUCTION ................................................................................................................. 1 1.1 Authorization ....................................................................................................................... 1 1.2 Purpose .............................................................................................................................. 1 1.3 Site Description................................................................................................................... 1 1.4 Release History .................................................................................................................. 2 2.0 POST CLASS C-2 RAO STATUS REPORT [310 CMR 40.0898(2)] ................................. 7 2.1 Type, Frequency and Results of Inspections Conducted [310 CMR 40.0898(2)(a)] .......... 7 2.2 Significant Modifications Initiated [310 CMR 40.0898(2)(b)] ............................................... 7 2.3 Evaluation of the CRA [310 CMR 40.0898(2)(c)] ................................................................ 7 2.4 Conditions and/or Problems Affecting CRA Performance [310 CMR 40.0898(2)(c)] ......... 7 2.5 Measure Taken To Correct Conditions and/or Problems [310 CMR 40.0898(2)(d)] .......... 7 2.6 Summary and Conclusions ................................................................................................. 7 2.7 Name, License Number, Signature, and Seal of the LSP [310 CMR 40.0898(2)(e)] .......... 7 3.0 SCHEDULE ........................................................................................................................ 8 FIGURES Figure 1 Locus Map Figure 2 Site Plan APPENDICES Appendix A Pavement Repair Documentation


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1.0 INTRODUCTION 1.1 Authorization EnviroTrac Ltd. (EnviroTrac) prepared this Post-Class C-2 Response Action Outcome (RAO) Status (Post-Class C-2 RAO Status Report) on behalf of Impact Environmental (Impact). The report presents information related to Post-Class C-2 RAO operation, maintenance, and monitoring conducted at the Disposal Site identified by the Massachusetts Department of Environmental Protection (MassDEP) with Release Tracking Number (RTN) 1-16091. 1.2 Purpose Pursuant to the Massachusetts Contingency Plan (MCP), as set forth at 310 CMR 40.0898(2), this report includes:

a description of the type and frequency of inspection and monitoring activities conducted during the reporting period of March 9, 2012 through September 9, 2013 [310 CMR 40.0898(2)(a)];

a description of any significant modifications of the operation, maintenance and/or monitoring program made since the submission of the preceding Status Reports [310 CMR 40.0898(2)(b)];

an evaluation of the performance of the remedial action during the reporting period of time since the last Status Report, including whether the remedial action is achieving remedial goals specified in the applicable remedial action plan and a description of any conditions or problems noted during the period that are or may be affecting the performance of the remedial action [310 CMR 40.0898(2)(c)];

a description of any measures taken to correct conditions which are affecting the performance of the remedial action [310 CMR 40.0898(2)(d)] and;

the name, license number, signature and seal of the Licensed Site Professional (LSP) [310 CMR 40.0898(2)(e)].

1.3 Site Description For the purpose of this report, the Facility is defined as the area located within the legal property boundaries of the former Lia Honda automobile dealership located at 171-187 King Street, in a mixed-use commercial and residential area of Northampton, Massachusetts. The Facility is identified by the City of Northampton Assessor’s Office as parcels 24D-081-001, 24D-080-001, and 24D-338-001. A Locus Map, depicted on the United States Geological Survey Easthampton and Mt. Holyoke, Massachusetts topographic quadrangles, is included as Figure 1. The Facility consists of three rectangular parcels of land, together totaling 5.36 acres in area. The southern portion of the Facility has been used as an automobile dealership since the mid-1940s. Currently the Facility is improved with a 20,331 square foot building, a shed, and paved parking. The majority of the Facility property is covered with asphalt paving and is fenced on the north, east and south sides. The paved parking area is accessible from King Street on the west side. The building was constructed in approximately 1968 and is a two-story, masonry and wood frame structure constructed on a slab-on-grade foundation. The building contains showroom areas, a vehicle repair garage, a car wash, and parts storage and office space. The Facility building is not currently in use. A former railroad right-of-way crosses the center of the


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Facility diagonally from the northwest to southeast. No active rail line is present on the Facility and the right-of-way is currently paved. The City of Northampton also holds a 30-foot wide sewer easement that runs the length of the eastern side of the Facility. The Facility is located in an area of mixed commercial and residential use. No hospitals, schools, or daycare centers are located within 500 feet of the Disposal Site. The closest residence is located on the west and opposite side of King Street, within 100 feet of the Disposal Site. The Facility is bordered by the following:

North: A Massachusetts Electric Company (MEC) power distribution station, beyond which are KFC/Taco Bell and McDonalds restaurants.

South: Commercial properties, including the Foster Farrar True Value hardware store, Midas Muffler shop, and an automobile body shop.

West: King Street, beyond which are a residence and commercial properties, including Acme Auto Body Collision Repair, Northampton Goodyear Tire and Auto Facility, Family Wireless, Florence Savings Bank, King Cushman Insurance and Financial Services, North Shore Seafood, King St. Liquors, a beer, wine and cheese making supplier, and China Wok restaurant. Residences and a playground are located beyond the commercial properties.

East: The Northampton Rail Trail and an active railroad line. An office building (former paper box manufacturing facility) and residential properties are located east of the railroad.

The Disposal Site is defined as the areas of the Facility where oil and/or hazardous materials have come to be located as a result of the release at the Facility. The Disposal Site is located at Universal Transverse Mercator coordinates of 4,688,398 meters (m) Northing and 694,970 m Easting. The Site Plan (Figure 2) depicts pertinent Facility and Disposal Site features, including environmental media sampling locations. 1.4 Release History ECS completed a report entitled Phase I Environmental Site Assessment for Dealer Services, Inc. (DSI) in January 2001 for a 1.65-acre parcel owned by MEC. ECS completed the assessment for property-transfer purposes and the report was not completed as an MCP submittal. According to ECS, the parcel was leased to DSI. The parcel contained no structures and was paved in 1985. Based on a Site Plan included in the report, the parcel assessed by ECS was Lot 24D-080-001, the northernmost of the three parcels comprising the Facility. ECS did not identify any environmental concerns, did not complete subsurface investigations for the assessment, and recommended no further investigations. HTE Northeast, Inc. (HTE) issued a report entitled Phase I Environmental Site Assessment, Lia Honda Automobile Dealership, to Berkshire Development, LLC on July 11, 2005. HTE determined the Facility was used for automobile sales since approximately 1946, and a junkyard was listed in the City Directory at an address for the northern portion of the Facility between approximately 1928 and 1951. A railroad spur was located at the Facility in 1902. Fire department records documented that a 1,000-gallon waste oil UST and 7,000-gallon gasoline UST formerly located at the east side of the existing building were installed in approximately 1969 and removed in 1986. HTE identified environmental concerns including a 1,000-gallon


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oil/water separator in the southerly garage area of the building. The separator contained approximately five feet of oily liquid. A floor trench drain appeared to discharge to the separator, and the discharge location of the separator was not determined. Oil staining and cracks in the concrete floor, and three former sub-slab hydraulic cylinder lifts were observed in the southerly garage area. The floor trench drain in the northerly garage area reportedly discharged to a holding tank which was pumped out if the trench drain backed up. Several 55-gallon drums containing oily liquids and waste oil filters were observed in a shed structure located behind and east of the building. As documented in the 2005 Phase I report, HTE advanced 15 soil borings (B-1 through B-5, B-8 through B-15, T-1, and T-2) at the Facility on June 30, 2005 and July 1, 2005. Soil borings B-4, T-1, and T-2 were completed as groundwater monitoring wells. The soil borings were completed to depths of 13 to 42 feet bgs. The depth to groundwater ranged from 8 to 16 feet bgs. HTE identified extractable petroleum hydrocarbons (EPH) polychlorinated biphenyls (PCB), metals (arsenic, cadmium, chromium, mercury, and lead) and polycyclic aromatic hydrocarbons (PAH) in soil above the applicable MCP RCS-1 Reportable Concentrations. No chemical compounds were detected in groundwater above the applicable MCP RCGW-2 Reportable Concentrations. Detections in groundwater below applicable standards included EPH C9-C18 aliphatics, EPH C19-C36 aliphatics, barium, and selenium. MassDEP was notified of the soil conditions on February 22, 2006, and issued a Notice of Responsibility to Don T. Lia, LLC on February 24, 2006. On April 4 and 5, 2006, ECS advanced ten soil borings (SB-1 through SB-7 and ECS-1 through ECS-3) at the Facility. Three of the borings were completed as groundwater monitoring wells (ECS-1 through ECS-3). Concentrations of lead (7 of 10 locations) and PCB (4 of 10 locations) were detected in soil, typically in the top three (3) feet, at concentrations above MCP Method 1 soil category S-1 standards. Coal and coal ash were observed in soil samples obtained from the borings and the presence of lead and PAH in soil was attributed to the coal and ash. No source was attributed to the detections of PCB; however, ECS concluded the PCB Aroclors detected were consistent with dielectric fluids used in electrical equipment. Groundwater samples were collected from the monitoring wells ECS-1, ECS-3 and one previously installed monitoring well (MW-1) on April 11, 2006. Depth to groundwater ranged from approximately 14 feet bgs in ECS-1 to approximately 16 feet bgs in MW-1 on this date. Groundwater was calculated to flow to the east-northeast. Monitoring well ECS-2 ran dry during sampling. Groundwater sampling was conducted using low-flow sampling methods and samples were analyzed for EPH, lead, and PCB. None of these compounds were detected in groundwater. HTE issued a report entitled, Additional Soil Sampling and Analyses Services, Former Junkyard and Railroad Track Area, to Berkshire Development, LLC on May 2, 2006. In the report, HTE documented the advancement of 27 soil borings (B-16 through B-41) to depths of 8 to 12 feet bgs on April 6 and 7, 2006. Groundwater was not encountered in the soil borings. HTE described subsurface soil as 11 feet of fill overlying 4 to 10 feet of silty and sandy alluvium and outwash deposits, below which was soil described as glacial lacustrine deposits. The fill was described as sand, gravel, and silt with some coal cinders and coal fragments. Soil samples were screened with a photoionization detector (PID). HTE reported PID readings for all samples were below detection limits. Soil samples from the fill layer were analyzed for EPH, metals, and PCB. Select samples were also analyzed for volatile organic compounds (VOC), pesticides and Toxicity Characteristic Leaching Protocol arsenic and lead. PCB, EPH fractions, PAH, and metals (including arsenic, cadmium, chromium, and lead) were detected in soil above applicable


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standards. The pesticides p,p’-dichlorodiphenyl trichloroethane and p,p’-dichlorodiphenyl dichloroethene were detected at two locations below applicable standards. VOC detections included 1,2,4-trimethylbenzene, 1,3,5-trimethylbenzene and naphthalene. The trimethylbenzenes are C9-C10 volatile petroleum hydrocarbon fractions. In addition, HTE obtained a sample of an in-situ wooden railroad tie from soil boring B-40 for analysis. PAH, arsenic, and lead were identified in the tie, consistent with creosote. On June 6, 2006, ECS advanced 18 borings (A through R) to further delineate the extent of PCB in soil at the Disposal Site. Soil samples were collected from 14 of these borings and analyzed for EPH, metals and PCB. Lia Honda submitted a Release Abatement Measure (RAM) Plan prepared by ECS to MassDEP on June 28, 2006. The RAM Plan proposed the excavation and removal of approximately 250 cubic yards of soil containing PCB. On June 29, 2006, ECS excavated four areas (designated Excavations A, B, C, and D) of impacted soil in the vicinity of ECS-1, southwest of SB-3, in the vicinity of SB-5, and in the vicinity of SB-7. Approximately 151 cubic yards of PCB-impacted soil was excavated and stockpiled on-Site. Soil samples were collected from the endpoints of each excavation. Concentrations of PCB in endpoint samples in excavation areas A and D exceeded Method 1 S-1 standards. PCB detections were below Method 1 S-1 standards in samples collected from the completed excavation of areas B and C. On July 20, 2006, ECS excavated an additional 0.5 cubic yard of soil from area A and 1.5 cubic yards from area D. Soil samples were collected from the completed excavations. Concentrations of PCB exceeded Method 1 S-1 standards in endpoint soil samples obtained from the completed excavations. On August 7, 2006, ECS excavated 6 cubic yards of impacted soil from area A. Soil samples collected from the excavation endpoints contained concentrations of PCB above Method 1 S-1 standards. ECS excavated an additional cubic yard of impacted soil on September 22, 2006. On January 12, 2007, MassDEP issued a Notice of Noncompliance (NON-WE-07-3005) to Don Lia. The NON stated that a deadline of October 26, 2006 for submittal of a RAM Status Report was not met, and established an interim deadline of January 29, 2007 for the RAM Status Report submittal. According to MassDEP records, a RAM Status Report was submitted to MassDEP on February 1, 2007. The RAM Status Report documented the excavation and stockpiling of approximately 171 cubic yards of soil at the Facility between June 29, 2006 and September 22, 2006. In response, MassDEP issued an Interim Deadline letter requiring an evaluation of the feasibility of reusing the excavated soil on-Site by February 22, 2007, and if on-Site soil could not be reused on-Site, removal of the soil was required by April 1, 2007. An MCP Phase I Initial Site Investigation and Tier II Classification prepared for the Disposal Site by ECS was submitted by Lia Honda to MassDEP on March 1, 2007. ECS recommended Tier II Disposal Site classification based on a Numerical Ranking System score of 123 and the absence of Tier I inclusionary criteria. Data obtained subsequent to the MCP Phase I are consistent with data utilized for the Tier II classification, and the exposure potential in 2009 is


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similar to the exposure potential in 2007. Therefore, reclassification of the Disposal Site is not required. ECS concluded groundwater conditions met applicable standards, and PCB were present in soil above applicable Method 1 standards. ECS listed former occupants of various portions of the Facility as Carlson and Berger Junk (1928), LaMontagne Motors (1930), Standard Oil of NY (1928 and 1930), Porter and McLeod Machine and Tool Company (1942 through 1946), Samuel Carlson & Co. junk automobiles (1942 through 1946), Blyda Ford Sales, Inc. (1951 through 1981), and Northampton Honda (1990). On May 9, 2007, MassDEP issued a Field NON (FNON-WE-7-3001) stating that the excavated soil (remediation waste) was not removed within 120 days of its initial excavation, as required by the MCP, and the soil was not stored in a secure manner. The Field NON required the covering of the soil pile by May 11, 2007 and submittal of a written plan for soil removal by May 30, 2007. A RAM Status Report prepared by ECS was submitted by Lia Honda to MassDEP on May 21, 2007. The report stated no RAM activities were conducted since February 2007, and stated that approximately 200 cubic yards of soil was stockpiled on and under polyethylene sheeting within construction fencing at the northern and western portions of the Facility. The report provided an estimated date of June 2007 for removal of the stockpiled soil. On June 6, 2007, Lia Honda submitted a Release Notification Form and summary letter prepared by ECS to MassDEP. The notification was submitted to notify MassDEP of the presence of PAH and metals in soil above MCP Reportable Concentrations. The PAH and metals, which were detected during investigations completed by HTE in 2006, were not previously reported to MassDEP. MassDEP did not issue an additional RTN for the Facility. Impact, on behalf of Lia Honda, advanced 36 shallow soil borings (SP-1 through SP-36) at the Facility on October 24 and October 25, 2007. Each boring was advanced to approximately 2 feet bgs using Geoprobe® direct-push equipment. Soil samples were collected and visually inspected. One soil sample from each boring was analyzed for PCB. The soil borings were completed to delineate the extent of PCB in shallow soil at the Disposal Site. On December 14, 2007, MassDEP issued a NON (NON-WE-07-3132) to Don Lia. The NON stated a November 17, 2007 deadline for submittal of a RAM Status Report was not met, and established an interim deadline of December 28, 2007 for the report. According to MassDEP records, a RAM Status Report was submitted to MassDEP on January 7, 2008. A RAM Completion Statement prepared by Woodard & Curran, Inc. (W&C) was submitted by Lia Honda to MassDEP on April 28, 2008. The report stated the stockpiled soil was classified as a characteristic hazardous waste for disposal purposes and 228.03 tons of soil was transported on June 11, 2007 and June 12, 2007 to the EQ Detroit, Inc. Facility in Detroit, Michigan for disposal. The report further stated RAM activities were complete. EnviroTrac prepared a Phase II Scope of Work for Impact, which was submitted by Lia Honda to MassDEP on January 27, 2009. On March 1, 2009, Lia Honda submitted Notices of Delay for submittals of a Phase II Comprehensive Site Assessment (Phase II CSA) and Phase III RAP. The notices, prepared by


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EnviroTrac, stated additional data were necessary to delineate the extent of the Disposal Site, and requested extensions of deadlines for submittal of the Phase II CSA and Phase III RAP. MassDEP issued an Administrative Consent Order (ACO) on August 3, 2009. The ACO established a deadline of September 30, 2009 for submittals of the Phase II CSA and Phase III RAP. Subsequent communications between EnviroTrac and MassDEP, on behalf of Lia Honda, kept MassDEP informed verbally and in writing of delays associated with negotiating an access agreement with MEC for the installation of soil borings along the rail trail right-of-way on MEC property located to the east of the Facility. An agreement was signed between Don Lia and MEC on March 5, 2010 allowing access. EnviroTrac, on behalf of Lia Honda, submitted a written request to MassDEP to extend the ACO deadlines on June 24, 2010. The Phase II CSA was submitted to MassDEP on August 10, 2010. The Phase II CSA concluded that a condition of No Significant Risk (NSR) to human health does not exist relative to current or foreseeable future Disposal Site activities and use. Indoor air and surface water were not identified as Exposure Points, and groundwater conditions were consistent with NSR. Therefore, additional Response Actions are required to attain NSR relative to soil. Subsequently, an amended ACO was issued by MassDEP establishing a deadline for submittal of the Phase III RAP by March 31, 2011 and the Phase IV Remedy Implementation Plan (Phase IV RIP) by June 30, 2011. The Phase III RAP was submitted to MassDEP on March 31, 2011. On June 6, 2011, on behalf of Lia, EnviroTrac submitted a Notice of Delay to MassDEP, requesting a 30-day extension of the deadline for submittal of the Phase IV RIP. The Phase IV RIP was submitted to MassDEP on August 1, 2011. The Phase III RAP stated that the remedial goal for the Disposal Site is the achievement of a Permanent Solution and attainment of background where feasible. A Permanent Solution would be obtained if S-1/GW-2/3 soil standards (under a Method 1 risk characterization approach) and background concentrations, where feasible, are achieved for all COC in soil. Based on current soil and groundwater conditions at the Disposal Site, and identification and evaluation of Remedial Alternatives, limited excavation to achieve S-1/GW-2/3 soil standards was selected as the CRA. The Phase III RAP concluded based on a cost-benefit analysis that it is infeasible to approach and achieve background at the Disposal Site. A Class C-2 RAO was submitted to MassDEP on March 9, 2012. The RAO documented that a condition of No Significant Risk (NSR) was attained with respect to safety, public welfare and the environment. A condition of NSR with respect to human health for unrestricted future land use was not attained. A condition of No Substantial Hazard (NSH) was attained provided the asphalt paving overlying the Disposal Site soil remained intact to prevent human exposure to soil. On October 15, 2012, MassDEP issued a letter indicating that the Disposal Site was selected for audit, with the audit focusing on the RAO, as well as the Phase II, Phase III and Phase IV reports. MassDEP personnel conducted an audit site inspection on October 24, 2012 and issued a Notice of Audit Finding and Notice of Noncompliance (NON-WE-12-3A081) on December 11, 2012. On September 13, 2013, a Consent Order was signed with MassDEP which specified deadlines for the submittal of specific information.


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On September 9, 2013, a Post Class C RAO Status Report was submitted to MassDEP. On November 20, 2013, pavement repairs were made to maintain a condition of No Substantial Hazard. Documentation of the pavement repairs was submitted to MassDEP on November 22, 2013. On December 23, 2013, a revised Class C-2 RAO was submitted to MassDEP, including a revised Substantial Hazard Evaluation. 2.0 POST CLASS C-2 RAO STATUS REPORT [310 CMR 40.0898(2)] 2.1 Type, Frequency and Results of Inspections Conducted [310 CMR 40.0898(2)(a)] In accordance with the provisions of the Class C RAO, an inspection of the pavement condition was conducted by EnviroTrac personnel on November 8, 2013. The pavement within the Disposal Site boundary was inspected and photographed and locations where potential exposure to underlying soil might occur were noted. The pavement inspection revealed a number of locations where the asphalt paving was absent or degraded. The locations were marked and pavement repairs were conducted by Duffy & Willard Paving on November 20, 2013. A copy of the pavement repair documentation submitted to MassDEP in included as Appendix A. 2.2 Significant Modifications Initiated [310 CMR 40.0898(2)(b)] No significant modifications of the CRA were initiated during this reporting period. 2.3 Evaluation of the CRA [310 CMR 40.0898(2)(c)] A condition of No Substantial Hazard is applicable to the Disposal Site under current conditions. A Permanent Solution will be implemented at the time of property redevelopment. 2.4 Conditions and/or Problems Affecting CRA Performance [310 CMR 40.0898(2)(c)] There are currently no conditions and/or problems affecting CRA performance. 2.5 Measure Taken To Correct Conditions and/or Problems [310 CMR 40.0898(2)(d)] As stated in Section 2.1, pavement repairs were completed on November 20, 2013. 2.6 Summary and Conclusions As stipulated in the Class C RAO submitted to MassDEP on March 9, 2012, a pavement inspection was conducted on November 8, 2013. The inspection revealed a number of locations where the asphalt paving was absent or degraded. The pavement repairs were completed on November 20, 2013. 2.7 Name, License Number, Signature, and Seal of the LSP [310 CMR 40.0898(2)(e)] The required LSP certification, seal, and signature are incorporated in the CRA Transmittal Form (BWSC108) to which this Post Class C-2 RAO Status Report is attached.


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3.0 SCHEDULE

The following Post Class C RAO activities are scheduled: Task

Completion Date

Pavement Inspection

May 2014

Post-Class C-2 RAO Status Report September 9, 2014


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Source: Office of Geographic and Environmental Information (MassGIS), Commonwealth of Massachusetts Executive Office of Environmental Affairs

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171 - 187 KING STREETNORTHAMPTON, MASSACHUSETTS

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USGS Topograhic Maps: East Hampton and Mt. Holyoke Quadrangles

2 Merchant Street, Suite 2Sharon, Massachusetts 02067

P: (781) 793-0074F: (781) 793-7877

www.EnviroTrac.com

Environmental Services

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SITE PLANFORMER LIA HONDA

171 - 187 KING STREETNORTHAMPTON, MASSACHUSETTS

DRAWN BY: RHBDRAWING DATE: 06/24/2010

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APPENDIX A

2 Merchant Street, Sharon, MA 02067 (781) 793-0074 Fax: (781) 793-7877 www.envirotrac.com

November 21, 2013 Eva V. Tor Deputy Regional Director Bureau of Waste Site Cleanup Department of Environmental Protection 436 Dwight Street Springfield, Massachusetts 01103 Subject: Paving Documentation Former Lia Honda Facility 171-187 King Street Northampton, Massachusetts RTN 1-16091; ACOP-WE-13-3006 Dear Ms. Tor, In accordance with the Section 10(C) of the ACOP and NON executed September 24, 2013, this letter documents that the paving necessary to support the Class C-2 RAO has been completed and the conditions necessary to support the Class C-2 RAO are being maintained. On November 8, 2013, Robert Bird, LSP of EnviroTrac Ltd. (EnviroTrac) inspected the pavement within the Disposal Site at the Subject Site. A total of 13 areas were identified which exhibited significant pavement deterioration with the underlying soil exposed. Photographs of the areas identified for repair are provided as Attachment A. On November 20, 2013, Duffy Willard Paving and Excavating of Florence, Massachusetts completed paving of the 13 identified areas. Each area was prepared by removal of the deteriorated asphalt and placement of clean gravel fill to restore the appropriate grade. In vegetated areas, the vegetation was removed and clean fill placed. A 2-inch layer of pavement was placed over each area, extending approximately one to two feet horizontally beyond the deteriorated area. Photographs of the areas following pavement repair are provided as Attachment B. Please contact the undersigned at (781) 793-0074 with any questions. Sincerely, EnviroTrac Ltd. Robert H. Bird, LSP Principal Hydrogeologist Attachments: A - Pre-Paving Photographs B - Post-Paving Photographs

Attachment A Pre-Paving Photographs Former Lia Honda Page 1

Attachment B Post-Paving Photographs Former Lia Honda Page 1

03092014 post-class c-2 response action outcome status report for former lia honda facility massdep...

Documents

postclass c

rao status report

contracting firmpost

rao operation

massachusetts massdep

ma rtn

site description

king street northampton