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MASTER PLAN-Rocky Hill-Pine Grove-GZA-6.30.20An Equal Opportunity Employer M/F/V/H June 30, 2020 GZA File No. 15.0166826.00 Submitted Via Electronic Mail Mr. Wayne Feiden, FAICP Department of Planning & Sustainability City Hall 210 Main Street Northampton, MA 01060 Re: Final Master Plan Submittal Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Nature-Based Restoration of the Former Pine Grove Golf Course and Extension of the Rocky Hill Greenway Northampton, Massachusetts Dear Mr. Feiden: In accordance with our Contract #223-20 executed on March 27, 2020, GZA GeoEnvironmental, Inc. (GZA) is pleased to submit this Final Master Plan to the City of Northampton for the Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements: Nature-Based Restoration of the For- mer Pine Grove Golf Course and Extension of the Rocky Hill Greenway (the Project). The attached document was prepared for the City of Northampton Office of Planning & Sustainability as a Master Plan for the future restoration of Nashawannuck Brook and associated wetlands within the former Pine Grove Golf Course. We trust this Master Plan will provide information enabling the City and its Project Partners to ad- vance plans for ecological restoration of the former golf course. The findings of this report are subject to the Limitations contained in Attachment A. We are happy to have been able to assist you with this Master Plan, and we appreciate the oppor- tunity to continue to provide the City of Northampton with water resources engineering and ecological consulting services. If you have any questions or comments regarding this Master Plan, please feel free to contact Rosalie Starvish at (860) 550-2777. Very truly yours, GZA GEOENVIRONMENTAL, INC. Rosalie T. Starvish, P.E., CFM, CPMSM Stephen L. Lecco, A.I.C.P., C.E.P. Senior Project Manager Consultant/Reviewer Thomas E. Jenkins, P.E. Principal-In-Charge enclosures NASHAWANNUCK BROOK ASSESSMENT AND MASTER PLAN OF RESILIENCY IMPROVEMENTS NATURE-BASED RESTORATION OF THE FORMER PINE GROVE GOLF COURSE AND EXTENSION OF THE ROCKY HILL GREENWAY PREPARED FOR: PLANNING & SUSTAINABILITY PREPARED BY: June 30, 2020 File No. 15.0166826.00 Copyright© 2020 GZA GeoEnvironmental, Inc. Nashawannuck Brook; April 6, 2020 Table of Contents EXECUTIVE SUMMARY....................................................................................................................................................................... 1 1: INTRODUCTION & HISTORY ........................................................................................................................................................... 2 2: VISION STATEMENT & PROJECT GOALS ......................................................................................................................................... 5 3: SITE ASSESSMENT .......................................................................................................................................................................... 6 3.1: ECOLOGICAL ............................................................................................................................................................................... 7 3.2: HYDROLOGY & HYDRAULICS ..................................................................................................................................................... 15 4: PROJECT OPPORTUNITIES & CHALLENGES ................................................................................................................................... 21 5: RECOMMENDED IMPROVEMENTS .............................................................................................................................................. 23 6: PROJECT IMPLEMENTATION STRATEGIES .................................................................................................................................... 27 6.1: DESIGN ..................................................................................................................................................................................... 27 6.2: PERMITTING ............................................................................................................................................................................. 27 6.3: COSTS ....................................................................................................................................................................................... 29 6.4: FUNDING SOURCES ................................................................................................................................................................... 30 6.5: OPERATION AND MAINTENANCE ............................................................................................................................................. 32 REFERENCES APPENDICES APPENDIX A Limitations APPENDIX B Phase I Restoration Program Plans APPENDIX C Culvert Photographic Log APPENDIX D Stream Channel and Riparian Corridor Habitat Characteristics Report APPENDIX E Nashawannuck Brook HEC-RAS Model Report APPENDIX F Sediment Quality Due Diligence Report APPENDIX G Cost Information APPENDIX H Pine Grove Pond Controls Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 1 EXECUTIVE SUMMARY The following report was prepared for the City of Northampton Office of Planning & Sustainability as a Master Plan for the future restoration of Nashawannuck Brook and associated wetlands within the former Pine Grove Golf Course. The City purchased the Pine Grove Golf Course from the original owner with funds from a Local Acquisitions for Natural Diversity (LAND) Grant. The City is in the process of improving climate resiliency by restoring the Nashawannuck Brook’s natural hydrology through a combination of targeted reforestation, soil aeration, and removal of anthropogenic drainage features with funding from a Fiscal Year 2020 Municipal Vulnerability Preparedness (MVP) program Action Grant. The 105-acre Site of the former Pine Grove Golf Course is located at Old Wilson Road in Northampton, Massachusetts. Both conservation lands and parcels under agricultural preservation restriction are located in the immediate vicinity of the Site. Conservation lands owned by Mass Audubon are located downstream of the Site along Nashawannuck Brook in Easthampton, before the brook flows into the Manhan River. Given the connection that the Nashawannuck Brook pro- vides between the Site and Mass Audubon lands, Mass Audubon is partnering with the City by providing input to this Master Plan. The City envisions improving climate resiliency, reducing downstream flooding impacts, and enhancing natural habitats through the restoration and naturalization of Nashawannuck Brook by providing floodplain reconnection, preserving and enhancing flood storage, promoting infiltration and groundwater recharge, and developing a natural Nashawannuck Brook riparian corridor. Guidance for use of the Site by the public for recreation, the enjoyment of the outdoors, and providing connection to nearby conservation lands is also an important consideration in the Master Plan. The report presented here includes a Site Assessment (Section 3), documenting the ecological, hydrological, and hydraulic characteristics of the Site to inform the Master Plan and guide the City’s further efforts in Project implementation. The Site Assessment included general site reconnaissance, regulated wetland resource area evaluations, and observations of stream channel, riparian corridor, and upland habitat characteristics. Information gathered during the Site Assessment and discussions with project stakeholders served to identify the Project Opportunities & Challenges (Section 4). Key opportunities include: Peak flow mitigation, Historic wetlands restoration, Brook restoration & floodplain re-connection, Improve aquatic and hydraulic connectivity, Improve habitat quality, Public use, and Potential for grant funding. The Recommended Improvements described in Section 5 were developed with the intent to achieve the goals and oppor- tunities for the Site. These improvements form the backbone of the Master Plan, illustrated by the map presented on page 25 of this report. The recommended improvements include: Nashawannuck Brook restoration, Wetlands restoration/creation, Development of forest habitat, Invasive species management, Site access improvements, and Preservation of notable features, such as a large White Oak tree and a manmade stone structure. Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 2 Strategies for implementation of this Master Plan, including a description of design, permitting, and operation and mainte- nance needs, are presented in Section 6. Opinions of probable costs were developed, and they include costs associated with design, permitting, and construction. This report is subject to the Limitations included in Appendix A. 1: INTRODUCTION & HISTORY In the 1960s, a private golf course was developed in the City of Northampton (City), south of Old Wilson Road and along the banks of Nashawannuck Brook. The native trees, shrubs, and other vegetation that provided shade, nesting, and for- aging habitat along the brook were removed and replaced with heavily managed turfgrass. Natural drainage patterns were altered, and storm culverts and French drains were installed to quickly shunt stormwater runoff to the brook in order to maintain dry playing conditions. The brook itself was manipulated by adding filter fabric and lining the banks with stone. The City was presented with the incredible opportunity to purchase the Pine Grove Golf Course from the original owner. The land was purchased with funds from a Local Acquisitions for Natural Diversity (LAND) Grant awarded by the Common- wealth of Massachusetts Executive Office of Energy and Envi- ronmental Affairs (EEA). The City then applied for and was awarded a Fiscal Year 2020 Municipal Vulnerability Prepared- ness (MVP) program Action Grant, also from EEA, to improve climate resiliency by restoring the Nashawannuck Brook’s natural hydrology through a combination of targeted refor- estation, soil aeration, removal of anthropogenic drainage features, and the development of a Master Plan for the future restoration of wetlands and stream channels. This Nasha- wannuck Brook Assessment and Master Plan of Resiliency Im- provements (the Project, the Master Plan) satisfies the Master Plan component of the MVP Action Grant scope of work. The Site includes the former Pine Grove Golf Course and a wooded parcel south of the golf course, and has a total area of approximately 105 acres (see Figure 1 – Locus Map, Figure 2 – Aerial Map). The Site is adjacent to Old Wilson Road and extends to the east, almost to Easthampton Road (Rt. 10). The Site does not include the club house or Pine Grove Drive. It is abutted by conservation lands to the east and northeast (Rocky Hill Greenway) and by a small conservation area to the west across Old Wilson Road. A parcel under agricultural preservation restriction is also located adjacent to the south- west portion of the Site. Although not directly adjacent, conservation lands owned by Mass Audubon are located down- stream of the Site along Nashawannuck Brook in Easthampton, before the brook flows into the Manhan River. Given the connection that the Nashawannuck Brook provides between the Site and Mass Audubon lands, Mass Audubon has part- nered with the City to provide input supporting the development of this Master Plan. Nashawannuck Brook with stone-lined banks; May 13, 2020 LEGEND Site Boundary Protected Open Space Agricultural Preservation Restriction Other Legal Interest Town Boundary PINE GROVE OPEN SPACE MASTER PLAN NORTHAMPTON, MA JUNE 2020 TEJ JRC 15.0166826.00 RTS RTS SLL 1 in = 2,000 ft 1 0 2,000 4,0001,000 SCALE IN FEET © 2020 - GZA GeoEnvironmental, Inc. J:\0 166800 - 0 166899\15.0166826.00 Pine Grove Open Space Master Plan\GIS\mxd\GZA MA TEMPLATE(10.7)_826.00.mxd, May 21, 2020 - 12:05:11 PM, jacquelyn.claverLOCUS MAP FIG Service Layer Credits: Copyright:© 2013 National Geographic Society, i-cubedData acquired from M assG IS. DESIGN ED BY: PR OJ MG R: DATE: REVIEW ED BY: DRAW N BY: PR OJECT NO : SC ALE: CHECKED BY: PR EPARED FO R:PR EPARED BY: 4 GZA GeoEnvironmental, Inc.Engineers and Scientistswww.gza.com TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS, WITHOUT THE PRIOR WRITTEN UNLESS SPECIFICALLY STATED BY WRITTEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERTY OF GZAGEOENVIRONMENTAL, INC. (GZA). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR THE USE BY GZA'SCLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ONTHE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FORUSE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF GZA, ANY EXPRESS CONSENT OF GZA, WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA. PROJECT LOCATION CITY OF NORTHAMPTONPLANNING & SUSTAINABILITY EASTHAMPTONROAD(RTE10)NORTHAMPTONEASTHAMPTON LEGEND Site Boundary Protected Open Space Agricultural Preservation Restriction Parcel Boundary Town Boundary PINE GROVE OPEN SPACE MASTER PLAN NORTHAMPTON, MA JUNE 2020 TEJ JRC 15.0166826.00 RTS RTS SLL 1 in = 500 ft 2 0 500 1,000250 SCALE IN FEET © 2020 - GZA GeoEnvironmental, Inc. J:\0 166800 - 0 166899\15.0166826.00 Pine Grove Open Space Master Plan\GIS\mxd\GZA MA TEMPLATE(10.7)_826.00.mxd, May 21, 2020 - 12:12:34 PM, jacquelyn.claverAERIAL MAP FIG Service Layer Credits: Massachusetts 2019 USGS Color O rtho Im agery. Data acquired from M assGIS. DESIGN ED BY: PR OJ MG R: DATE: REVIEW ED BY: DRAW N BY: PR OJECT NO : SC ALE: CHECKED BY: PR EPARED FO R:PR EPARED BY: 4 GZA GeoEnvironmental, Inc.Engineers and Scientistswww.gza.com TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS, WITHOUT THE PRIOR WRITTEN UNLESS SPECIFICALLY STATED BY WRITTEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERTY OF GZAGEOENVIRONMENTAL, INC. (GZA). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR THE USE BY GZA'SCLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ONTHE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FORUSE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF GZA, ANY EXPRESS CONSENT OF GZA, WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA. CITY OF NORTHAMPTONPLANNING & SUSTAINABILITYOLD WILSON ROAD Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 5 The City engaged Berkshire Design Group, Inc. to develop a “Phase I Restoration” program (the program) for the Site by evaluating visible anthropogenic drainage features and identifying those structures to be demolished/decommissioned, and to design low-cost and minimally invasive restoration projects. The program included demolition of selected culverts and footbridges, removal of various manmade structures (concrete, debris, poles), removal of various drainage and irri- gation structures, scarification of golf course greens and fairways, limited areas of tree planting, and installation of deer fence to protect new plantings (Appendix B). Many of these improvements were implemented in the Spring of 2020. This Master Plan serves to build upon the Phase I Restoration program by maximizing the restoration of natural hydrology at the Site to improve ecological value and climate resiliency within the Site and adjacent conservation lands. 2: VISION STATEMENT & PROJECT GOALS The vision for the Master Plan of Resiliency Improvements at the Site of the former Pine Grove Golf Course is to improve cli- mate resiliency and reduce downstream flooding impacts through the restoration and naturalization of Nashawannuck Brook by providing floodplain reconnection, pre- serving and enhancing flood storage, and promoting infiltration and groundwater re- charge. Conversion of the Site from a mani- cured golf course to a natural community will enhance the Nashawannuck Brook ri- parian corridor, improving habitat for game species and species of greatest conserva- tion need, including songbirds and migra- tory birds, fish, reptiles, and amphibians. Public access will be an integral component of the overall plan of conservation. North- ampton is committed to permanent protec- tion of priority open spaces and providing land stewardship that protects habitat, en- courages appropriate recreation, and in- creases the City’s climate adaptation resiliency. The long-term goals to reduce downstream flooding impacts, improve ecological value and natural habitats, and provide public access to open space can be realized by implementing short-term and longer-term projects identified by the Master Plan process. The implementation of projects to address the artificial drain- age, land cover, flow restrictions, and degraded brook and wetlands will serve to meet the goals of reducing downstream flooding impacts and strengthening the resilience of ecosys- tems. Thoughtful planning of walking paths and the provision of parking will guide the public use of the Site. PROJECT GOALS Reduce downstream flooding impacts Improve ecological value & natural habitats Provide opportunities for public connection with nature Nashawannuck Brook flowing through the former Pine Grove golf course; April 6, 2020 Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 6 3: SITE ASSESSMENT Nashawannuck Brook is a small tributary to the Manhan River, approximately 2.5 miles in length, with its headwaters just upstream of the Site, across Old Wilson Road. The brook enters the Site with a drainage area of about 105 acres where it flows under Old Wilson Road through a concrete pipe with concrete headwall. Where the brook leaves the Site, its drain- age area has increased to about 315 acres. Two dams were constructed across Nashawannuck Brook as part of the golf course infrastructure, and both remain in place. The most upstream of these dams consists of an earthen causeway that once impounded a shallow ornamental pond, about 1,000 feet downstream of Old Wilson Road. The upstream dam has two culvert outlets and the impoundment is mostly drained. Another 800 feet downstream, a second dam impounds an open-water pond formerly used as an irrigation source for the golf course. This earthen dam is intact and has a drop inlet primary spillway, a steel spillway conduit, and a minor auxiliary spillway consisting of a corrugated plastic pipe near the crest of the dam. While both structures are not regulated as “dams” under the Massachusetts Dam Safety Regulations, both structures are severe obstructions of the brook, impeding the passage of fish and wildlife. Additionally, a small concrete sill crosses the brook upstream of the lower pond and creates an artificial drop in the stream bed. Throughout the golf course, French drains and culverts have been placed to alter the surface and subsurface drainage at the Site. These will continue to interrupt the natural conditions unless removed or otherwise rendered ineffective. Many reaches of Nashawannuck Brook have been heavily channelized by the placement of large boulders along the banks, re- stricting the stream’s ability to meander naturally. GZA conducted a Site Assessment to observe, evaluate, and document the existing natural environment and habitat re- sources at the Site to inform the Master Plan and guide the City’s further efforts in Project implementation. The Site Assessment included general site reconnaissance, regulated wetland resource area evaluations, and observations of stream channel, riparian corridor, and upland habitat characteristics. Using information gathered by the Site Assessment and publicly available data, GZA prepared a hydrologic and hydraulic (H&H) study of Nashawannuck Brook to evaluate peak flow rates and velocities within Nashawannuck Brook where it Irrigation pond, partially drained; May 13, 2020 Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 7 leaves the Site under both existing conditions and potential restoration scenarios. The methodology and results of the Site Assessment and H&H study are described in this section. 3.1: ECOLOGICAL Information on the current status of site conditions was required to provide data for project modeling scenarios and to inform restoration goals. Two wetland scientists and two field biologists from GZA collected data and field observations over a two-day survey on April 6-7, 2020. The surveys focused on: General Site Reconnaissance, Wetland Resource Areas, Stream Channel and Riparian Corridor Characteristics, and Upland Habitat Characteristics. Methodology and information collected during our field surveys will be discussed in the sections below. Regulated Wetland Resource Areas GZA wetland scientists visited the Site to characterize wetland resource areas including stream bank (Bank) to Nasha- wannuck Brook and Bordering Vegetated Wetlands (BVW). Due to the size of the property, GZA developed a stratified approach to delineate Bank and intact BVW, and to estimate the extent of historic wetlands on the Site. Methodology On Tuesday April 7, 2020, Environmental Scientists from GZA conducted a wetland assessment at the Site. GZA conducted its assessment of the 105-acre parcel to include both confirming and estimating the extent of the jurisdictional wetlands and associated resource areas. Our wetland assessment methodology is consistent with the 1995 Massachusetts Depart- ment of Environmental Protection (MassDEP) Handbook titled, Delineating Bordering Vegetated Wetlands Under the Mas- sachusetts Wetland Protection Act. In addition, GZA reviewed the wetland areas based upon the federal criteria as outlined by the U.S. Army Corps of Engineers (ACOE) Wetland Delineation Manual (Environmental Laboratory 1987) and the regional supplement for the Northcentral and Northeast regions (ACOE 2012). The wetlands observed on the Site are presumed to be under the jurisdiction of the Wetlands Protection Act (WPA; M.G.L. c. 131, § 40) and its companion regu- lations (Regulations; 310 CMR 10.00) and the City of Northampton’s Wetland Protection Ordinance. Bank was delineated along both sides of Nashawannuck Brook from the downstream culvert outlet under Old Wilson Road to the southern property boundary. GZA reviewed the most recent USGS Topographic Map which identified the Nasha- wannuck Brook as an intermittent stream. This designation was also confirmed by reviewing the National Wetlands In- ventory dataset. Finally, using USGS StreamStats, GZA delineated the perimeter of the Brook’s drainage area at the southern property line. The contributing drainage area was found to be just under 0.5 square miles in area at that location, which both confirms the Brook’s designation as an intermittent stream and makes that designation difficult to overcome. The first break in slope along inflections in the brook’s bank (Bank) was collected using a Leica RTK GPS system with sub- meter accuracy (See Figure 3 – Wetland Resource Areas Map). No flags were left along the length of the Brook because of the general lack of woody vegetation found there and, in an effort to reduce litter and visual pollution Since the Brook is an intermittent stream, there is no 200-foot Riverfront Area (RFA) on this Site. NORTHAMPTONEASTHAMPTONLEGEND Site Boundary Protected Open Space Agricultural Preservation Restriction Parcel Boundary Town Boundary Nashawannuck Brook Bank (Intermittent Stream) Existing Intermittent Stream Existing Bank Potential Intermittent Stream Existing Wetland Historic Wetland Historic Wetland with High Restoration Potential Existing Wetland with High Restoration Potential PINE GROVE OPEN SPACE MASTER PLAN NORTHAMPTON, MA JUNE 2020 TEJ JRC 15.0166826.00 RTS RTS SLL 1 in = 500 ft 3 0 500 1,000250 SCALE IN FEET © 2020 - GZA GeoEnvironmental, Inc. J:\0 166800 - 0 166899\15.0166826.00 Pine Grove Open Space Master Plan\GIS\mxd\GZA MA TEMPLATE(10.7)_826.00.mxd, May 21, 2020 - 12:26:49 PM, jacquelyn.claverWETLAND RESOURCE AREAS MAP FIG Service Layer Credits: Massachusetts 2019 USGS Color O rtho Im agery. Data acquired from M assGIS. DESIGN ED BY: PR OJ MG R: DATE: REVIEW ED BY: DRAW N BY: PR OJECT NO : SC ALE: CHECKED BY: PR EPARED FO R:PR EPARED BY: 4 GZA GeoEnvironmental, Inc.Engineers and Scientistswww.gza.com TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS, WITHOUT THE PRIOR WRITTEN UNLESS SPECIFICALLY STATED BY WRITTEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERTY OF GZAGEOENVIRONMENTAL, INC. (GZA). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR THE USE BY GZA'SCLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ONTHE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FORUSE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF GZA, ANY EXPRESS CONSENT OF GZA, WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA.GASLINEPATHOLD WILSON ROADCITY OF NORTHAMPTONPLANNING & SUSTAINABILITY Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 9 Two intermittent streams were identified as tributaries to Nashawannuck Brook on Site (See Figure 3). These were both small streams and as such, GPS locations of the centerline rather than the banks of these streams were collected for depiction on the related figures. Several areas of potential intermittent streams that have been heavily altered by golf course management practices were noted for inclusion in the Master Plan restoration scenarios. Bordering Vegetated Wetlands (BVW) along the length of the Nashawannuck Brook were delineated as part of our wetland assessment. Due to the size of the parcel, we concentrated our delineation efforts on the most intact wetlands within the Site. The BVW boundaries were flagged using wire pin flags by a wetland scientist. GPS locations of the pin flags were collected and the flags were then removed to reduce litter and visual pollution. The remainder of the Site was surveyed on foot and observations of saturation, extent of historic hydric soils, and evidence of intact wetland soils were illustrated on a field map. This approach ensured that GZA would collect high quality infor- mation related to Nashawannuck Brook and its major tributaries for use in hydraulic modeling. It also allowed for docu- mentation of the most intact areas of BVW on the Site as well as areas with the greatest potential for restoration of high- quality wetlands with a change in property management practices. The estimation of historic hydric soil conditions on Site will allow GZA to explore restoration options based on the extent of pre-existing/historic wetlands, currently intact wetlands, and areas that are most likely to convert back to wetlands now that some alterations to drainage patterns have been made. This will be discussed further in the Historical Wetlands section below. Site Observations Based upon our site observations and our review of the available MassGIS data, we offer the following findings. The Site’s prior use as a golf course resulted in massive alteration of the original soils, hydrology, and vegetation. Most of the native vegetation has been removed from the Site and has been maintained as turf grass. The Nashawannuck Brook throughout the parcel has been extensively altered due to the many culverts and stream crossings, two small impoundments, the clearing of vegetation along the riparian corridor, stream dredging and straightening, the installation of numerous drains, and the excavation and lining of the southern half of the brook. The brook is incised and disconnected from the floodplain through most of the Site. It has also been artificially narrowed as a result of land management practices in some areas and the physical lining of the streambed with filter fabric and embankments with boulders. Several smaller tributaries appear to have been lined with drains and buried to create better drained recreational surfaces. The culverts, including that under Old Wilson Road, act as barriers to aquatic and terrestrial wildlife and disrupt the stream continuity (see Ap- pendix C for a photographic log of existing culverts). The wetlands along the length of the stream have also been impacted by the previous land use practices at the Site. GZA prioritized delineating areas of BVW that would qualify as wetlands based on the dominance of wetland vegetation and indicators of wetland hydrology. Several small areas were identified along the length of the stream, particularly in the areas adjacent to the irrigation pond and breached upper pond. The largest area of intact wetlands was delineated within the forested portion of the Site along the southern property line. While the brook is deeply incised and modified within this portion of the property, the BVW here perhaps provides a restoration baseline for other portions of the Site. The relatively intact side-slope wetlands within the hemlock and red maple forest are a good example of the environmental conditions that were likely present within substantial portions of the Site prior to the development of the golf course. During the field survey, the presence of some elevated golf tee platforms was noted within the former golf course while sand bunkers were found to be absent. The golf tee areas are often slightly elevated and constructed areas that are used to start the initial drive while playing golf at each fairway. At least two of what appear to be constructed areas are located within historical wetland areas in the northern portion of the Site. In addition to these potential areas of wetland fill, typical golf course management practices may have contributed to large-scale instances of fill in the course of traditional turf management. As part of managing heavily trafficked areas such as putting greens, the addition of sand is a common and frequent practice. The sand prevents organic material build-up which would result in compaction and saturation of Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 10 the playing surface. GZA’s spot soil surveys to determine the extent of historic wetlands at the site was not designed to capture level of detail needed to estimate the extent of potential large-scale fill practices and further investigation would be required. Resource Areas were identified on the Parcel which meet the definitions of Bank (310 CMR 10.54(2)) and Bordering Veg- etated Wetlands (310 CMR 10.55(2)) . Land Under Water Bodies and Waterways (310 CMR 10.56(2) is present but not separately delineated. Additionally, Isolated Vegetated Wetlands may be present on the Parcel within the areas of historic hydric soils and would potentially be extended protection as Resource Areas under the City of Northampton’s Wetlands Ordinance. Stream Channel & Riparian Corridor On Monday April 6, 2020, Environmental Scientists from GZA evaluated Stream Channel Habitat Characteristics of the Nashawannuck Brook (See Figure 4 – Nashawannuck Brook Channel Assessment) based on methodologies adapted from the U.S. Environmental Protection Agency’s (EPA’s) Rapid Bioassessment Protocols for use in Streams and Wadeable Riv- ers, Second Edition (EPA-241-B-99-002). The brook was divided into reaches of similar fluvial-geomorphic and riparian corridor characteristics. An overall score for each reach of the Nashawannuck Brook was derived from ten (10) independ- ent parameters to characterize the overall habitat and biological diversity of the existing stream channel. The evaluated parameters included: Bottom substrate/available cover, Embeddedness, Flow rate, Velocity and depth combinations, Channel alteration, Bottom scour and deposition, Frequency of riffles or bends, Bank stability, Bank vegetative stability, and Streamside cover. The above parameters were assigned a value based on the characteristics present within each segment of the stream. These values were then averaged to obtain an overall rating of the stream channel habi- tat for each reach of Nashawannuck Brook at the Site. The habitat suitability for each of these categories was given the rating of Excellent, Good, Fair or Poor. Results Details including photos, a general description and the habitat scores for each of the 10 assessed criteria can be found in the Stream Channel and Riparian Corridor Habitat Characteristics Report (Appendix D). The average score and rating for each stream segment can be found in Table 1 below. Sections 1 through 8 assess the Nashawannuck Brook from north to south (Figure 4). Section 9 assesses the habitat conditions on the larger southern tributary to the brook. The Habitat Scores for Nashawannuck Brook were mostly equivalent to “Fair” conditions. This rating is a reflection of the nearly absent riparian corridor vegetation, and in some places the extreme channel modifications. Nashawannuck Brook downstream of former golf course, exhibiting severe bank erosion EASTHAMPTONROAD(RTE10)NORTHAMPTONEASTHAMPTON LEGEND Site Boundary Protected Open Space Agricultural Preservation Restriction Parcel Boundary Town BoundaryChannel A ssessmen t Segments 1 2 3 4 5 6 7 8 9 PINE GROVE OPEN SPACE MASTER PLAN NORTHAMPTON, MA JUNE 2020 TEJ JRC 15.0166826.00 RTS RTS SLL 1 in = 500 ft 4 0 500 1,000250 SCALE IN FEET © 2020 - GZA GeoEnvironmental, Inc. J:\0 166800 - 0 166899\15.0166826.00 Pine Grove Open Space Master Plan\GIS\mxd\GZA MA TEMPLATE(10.7)_826.00.mxd, May 21, 2020 - 12:29:06 PM, jacquelyn.claverNASHAWANNUCK BROOK CHANNEL ASSESSMENT FIG Service Layer Credits: Massachusetts 2019 USGS Color O rtho Im agery. Data acquired from M assGIS. DESIGN ED BY: PR OJ MG R: DATE: REVIEW ED BY: DRAW N BY: PR OJECT NO : SC ALE: CHECKED BY: PR EPARED FO R:PR EPARED BY: 4 GZA GeoEnvironmental, Inc.Engineers and Scientistswww.gza.com TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS, WITHOUT THE PRIOR WRITTEN UNLESS SPECIFICALLY STATED BY WRITTEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERTY OF GZAGEOENVIRONMENTAL, INC. (GZA). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR THE USE BY GZA'SCLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ONTHE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FORUSE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF GZA, ANY EXPRESS CONSENT OF GZA, WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA. CITY OF NORTHAMPTONPLANNING & SUSTAINABILITYOLD WILSON ROAD Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 12 The stream section with the highest (most favorable) rating was Section 4. This was a higher gradient stream section with a variety of stream velocities and habitats along with the presence of some intact riparian corridor vegetation. Stream wildlife observations during the survey were limited due to the time of year (early April). GZA wetland scientists noted the presence of numerous tadpoles, blacknose dace, blue gill, longnose dace, several painted turtles, green frogs, bull frogs, numerous garter snakes, newts, and several waterfowl. Aquatic macroinvertebrates observed on substrate included: Chironomidae sp., Trichoptera sp., Diptera simuliidae. Table 1. Stream Section Habitat Scores Stream Habitat Section Habitat Score Rating 1 8.8 Fair 2 9.3 Fair 3 7.8 Fair 4 12.6 Good 5 9.1 Fair 6 8.9 Fair 7 9.5 Fair 8 10.2 Good 9 6.9 Fair Upland Habitat The Site is a mosaic of maintained open fields (former golf course) separated and fragmented by areas of forested upland and wetland. The open fields are in a very early state of succession as munificence of these areas as fairways, greens and rough was only recently ceased by the golf course. Some areas are being actively scarified at present. These open areas were only recently abandoned as use as a golf course; therefore, the vegetation is not yet very diverse with the edge areas (rough) having the highest diversity as these areas were the least maintained in the past. The former fairways and greens are mostly comprised of overgrown fescues with little diversity and only a trace amounts of forbs. The rough area between the fairways and tree line are more diverse, with many common field and meadow species such as red clover, white clover, plantain, Queen Anne’s lace, and various grasses, most non-native. There are some landscape trees within these areas, mostly white pine and some red cedar. In the maintained golf course condition, these areas provide very limited habitat for most species. The high degree of maintenance would deter grassland bird occupancy. Cover is low for small mammals, pollinators, and insects, thereby reducing potential forage for larger mammals and avifauna. Amphibian and reptile use of the open areas would also be expected to be very limited. The hedgerows of trees that separate the fairways are mostly white pine with minimal understory and low groundcover. Some of the areas between fairways are wider and more naturalized with some of the native upland forest shrub and groundcover in average conditions. These areas have species such as clubmoss, partridge berry, Pennsylvania sedge, ma- ple leaf viburnum and wintergreen present. Invasive species are present throughout these edge habitats less so within the forest interiors or the interior of the wider forested areas between fairways. Common invasive plants on Site include multiflora rose, bush honeysuckles, oriental bittersweet, garlic mustard, and Japanese barberry. Our Site visit was too early in the season to evaluate for the presence of more herbaceous invasives such as Japanese knotweed. Overall, inva- sives make up about 10%, on average, of these communities, with the highest densities along the edges. Overall, these forested patches are highly fragmented from the larger forested habitat, and each area is relatively small with high edge Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 13 to interior ratio to have very high forest wildlife habitat value. These forested patches also favor edge-adapted species with the high degree of edge ecotones present. Wildlife use of these areas would be more common by generalist wood- land mammals and avifauna. Species such as wild turkey, red tail hawk, coopers hawk, white tailed deer, red fox, raccoon, striped skunk, grey squirrel, eastern chipmunk, and red squirrel were either observed by sight or sign, or can be inferred based on habitat characteristics present. Common passerine (perching bird) species would include the more common assemblage of woodland and suburban birds such as black capped chickadee, tufted titmouse, blue jay, northern cardinal, robin, mourning dove, chipping sparrow, white throated sparrow, and hairy woodpecker to name a few. Wildlife obser- vations made during the April 2020 Site visit included bird species such as wild turkey (gobbling), bald eagle (fly over), great blue heron (fly over), mourning doves, blue jays, American robins, tufted titmice, chickadees, various woodpeckers, various hawks and Canada geese. Mammal species included eastern gray squirrel, American red squirrel, eastern chip- munk, white-tailed deer (footprints), and eastern coyote (footprints). Edge habitat and scrub-shrub birds would not be expected in high numbers as the transitional ecotones are narrow and mostly maintained grass to forested upland with minimal scrub-shrub habitat. A recent review of the MassGIS data layer regarding the Natural Heritage and Endangered Species Program (NHESP) indi- cates that there are no Priority and Estimated Habitat of Rare Species or Certified Vernal Pool (CVP) habitats mapped on the Site. However, one CVP is currently mapped approximately 100-feet from the central eastern property boundary on the parcel to the east. Refer to Figure 5 – NHESP Map. Historic Wetlands Extent During the desktop review prior to GZA’s field survey, drainage patterns and evidence of saturated conditions were ob- served within several areas throughout the Site. On Monday April 6, 2020, wetland scientists from GZA spot-sampled several locations near Old Wilson Road for the presence of hydric soils. Hydric soils were noted throughout large portions of the Site indicating that those areas exhibited wetland characteristics prior to the development of the golf course. How- ever, in many cases, these soils are relics of historic site conditions and may not reflect areas that would return to having wetland vegetation and hydrologic characteristics without first addressing the alterations that took place on the Site. Historically, the practice of tiling and draining is not uncommon in order to maintain better field conditions within wet areas. This practice extends to golf courses as well to create well-drained fairways for turf management, pedestrian and vehicle use, and course maintenance. Wetland delineations at golf courses can be difficult and time consuming as a result of long-term modifications to native vegetation and patterns of hydrology. In Massachusetts, in situations on sites where both the vegetation and hydrology have been altered, wetland delineations can be performed based on the presence of hydric soils. However, soils can retain the appearance of hydric characteristics for decades after the hydrology has been altered. Therefore, a soils-only based delineation on golf courses can also lead to an over estimation of wetland areas. Based on observations noted on the first survey day, GZA developed a strategy to estimate the extent of the historic wetlands on the Site and to identify areas that could be transitioned back into functional wetlands. Based on the field time available, this estimation was not intended to be a definitive high-resolution survey, but rather to identify large scale patterns of current, functional wetlands, current but degraded wetlands with high restoration potential, and the extent of historic wetlands. Above in Section 3.1, the delineation of Bordering Vegetated Wetlands was discussed, particularly those areas that were adjacent to Nashawannuck Brook. Once completed, a wetland scientist reviewed the remaining areas of the Site and spot-checked soil conditions using a hand auger. Notes were made on aerial photos about the location of hydric soils and some determination was made as to status as relic soils either representing the extent of wetlands on Site prior to the disruption to vegetation and hydrology or as areas that are highly altered but likely to support wetland vegetation once the turf is removed. . . . . . .. . . . . . ... .. .. . . . .. . . . .. . . . kk k k k kkkkkk k k k k k kkkkk k kkk k k kkk k k k kkkkk k k kk k k k kkk k kk k k k k k k kkkk k k kkk k k kkk k k k k k k k k k k k k k k k k k k kkk k k k k kkkkk k k k k k k k kkkkkkkk k k k kkk k k k k k k k k k k k k kk kkkk k k k k k k k k k k k k k k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k k kk k k k kkkkkkkkkkkkk k k k k k kkkkkk k k kk k kkkkkkkkkkkkkkkkkk k k k k k kkkkkk k k k k k k k k k k k k k k k k k kk k k k k k kkk kk k k k k k k k k kkk k k k k k k k k k k k k k k k k k kk k k k k k k k k kkkkk k k kkk k k k k k k k k k kk k kk k kkkk k k k k kkkkk k k k k k k k kk kk k kkkk kk k kk k k 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kkk k k k k k kkkk kk k k k k k k k k k kkkkk k k k k kk k k k kk kkk k kkkk k k k k k k k kkkkkkkkkk k kkk k k k k k kk k k k k k kkkkkk k kkkkkk k kk k kk k k k k k kk k kk k k kkkk k k k kk k k kkkkkkkk k k kkkk k k k k k k kk k k k k k k k k k kk k k k k k k k k k k k k k k k k k k k k k k k k k k kk k k k k k k k k k k k kk k k k k kk k k k k kk k k k kkkkkkkkk k k k k kk k k k k k k k k k k k k k k k k k k kk k k k k k k k k k k kk k k k k k k k k k kk k kk k k kkkkkkk k k k kkkkkkkkkkk k k k kk k k k k k k k k k k k k k kkk k k k k k k k k k kkkkkk kkkk k k k k k k k k kk k k k k k k kk k k k k k k k kkk k k k k k k k k k kkkkkkk k k k k kk k k k k k k k kkk k k kk k k k k kk k kk k k kkk k kk k k kk kkkkkk k k k k kk k k k kkk k k k k kk k k k k k kk k k k k k k k k k k k k kkkk k k k k kkkkkk k kk k k k k k k k kkkk k k k kkkkkk k k k kkkk k k k k k k k kkkk k kkkkkk k k k k kkk k k k kkk kk k k kkkkkkk k k k k k k k k k k k k k k k k k k k kkkkkkk k k k k k kkkkkk k k k kk k kkkk k kk k k k kk k kk kk k k kkkk k kkk k k k k k kk k k kk kkkk k k k kk k k k k k k k k k k kkkkk k k k k k kkk k k k kk k k k k k kkk k k k k k k k k k kkkk k kkk k kk k k k kkkkk k k kkk k k k k k kk k k k k k k k k kkk k k k k k k k kkkk k k k k k k k k k k k kk kk k k k k k k k k kk k kk k kk kk k k k kkk kk kkk k k k k k k k k k kk k k k k k k k k k kkkkk k k k kk kk k k k k k k k k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk k k k k k k k k k k k k kkkkkkkk k kkkkkkkk k k k k k k k k k k k k k kk k k k kkkkkkkkk k k k k k k k k k kkkkkkk k kkkk k k kkk k k k k k k k k k k kk kk k k k k k kkk k k kkkk k k k k k k kkk k k kkk k kkkk k k k kkkk k k k k k k kkkk k kkkk k k k k k k kk k k k k k k k k k k k k k kkkkkkkkkkkk k kk k kkkk k kkkk k k k k k k k k kk k k k k kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk kkk k k k kkk k k k k k k kk k k k k k k k k k k k k kk k k kk k k kk kkkkk k kkkkkkk k k k kk k k k kk k k k kkkkk k k k k k k k k k k k kkkkkk k k k kkkk k k k k kkkk k k k k k k kk kk k k kkk k k k kkkkk k kkk k k kk k kkk kk k kkkkkk k k k k k kkkkkkk k k k k kkkkkkkk k k k k k k k k k k k k k k kk k kkk k k k k k k kkkkkkkk k k k k k k k k kk k k k k kkkkkk kkkkkkkkkkkkkkkkkkkkk k k k k k k kkkkkkkkkkk k k k k k kk k k k k kk k k k k k k k k kkkkkkkkkkkkkkkkkkkk k kk kkk k kkkk k k k k k k k k k k kkk k kkkk k kkkkk k k k kkkkk k k k k k k k k k k k k kkkkk k k k k k k k k k k k k k k k k k k k k k k k k kk k k k kk k k k k k kk k kkk k k k kkkkkk k k k kkk k k k k kkkk k k k kkkkk k k k k kkk k kk kk k k k k k k k k k k k k k kk k k kk k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k kkkkkk k k k k kkk k k k k kkkkkkkk k k k k k k kk kk k k k k k k k k k kkkkkkkkkkkkkkkkkkk k k k k k k k kkkkk k k k k k k k k k k k k k k k k kkk k k k k k kkk k k k k k k k k k k k k kkk k k k k k kk k k k k kk k k k k k kk k k kk kk k k k kkk k kk k k k k k k k k k kkkk k k kk kk k k kkk k k k k kkkkkk kk k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k kkkkkk k kk k k kkk k k k k k k k k k k kk kkk k k k k kkkk k kkkkk k k k k k k k k k k k k k kk kk kkkkkkk k k k kk k kk k k kkkkkkkkk k k k k k kk k k k kk k k k kkkkkkkkk k k k k k k k k k k kkkk k k k k k k k k k k k k k k kkkkkkk k k k k k k k k k k k k k k k k k k kkkk k k kk k k k k k kk k k k k k kk k k kkk k k k k k kkkkk k k k kk k k kk k k k k k kkk k k k k k k kk k kkkkkkkkkkkkkkkk k k k kkkk k kk kk k k k k kkkkk k k k k k k kkk k k k kkkkkkkk k k k k k k k k k k k k k k k k k k k kk k k k k kk k k k k k kkk k k kk k k k k k k k kk k k k k k k k k k k k k k k kkkkkkkkk k kk k k k k k k k kkkkk k k kk k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k kkkkk k kk k k k kkkkk k k k k k k k k k k k k kk k k k k k kk k k kkk k kkk k k k k k k k k k k k k k kk kk k k kkk kkkkkkkkkkkkkkk kkkkkkkkkkkkkkkkk k k kk k k k kkkkkkkkkkkkkkkkkkkkkkkkkkk kkkk kkk k k k k k k k kkkkkkkkkk k k k k k kkk k k k k k k k k k k k kkk kkk kkkkkkk k k k k k k k k kkk k k k kk k k k kkkkkkkk k k k k kkkk k kkk k k k k k kkk k k k k k k k k k kkkk k k k k k k k k kkkk k kkkk k k k k k k k k kkkkkkkkkkk k kkkk k k kk k k k k k k k k k k k k k k k kk k kkkkkkkkkkkkkkkkkkk k k k kkkk k kkk k kkk k k k k k kk kk kkk k k k kkkkkkk k k k k k k kk k kkkkkkk k k kk k kkkk k k k kk k k k k k k k k k k k k kkkkkk k k k k kk k kk k kk k k k k kkk k k k k k kkk k k k kkkkk k k k k k kk kkkkkk k k k k k k k k k k k k kk k k k k kkk k k kkkk k k k k k k k k k k k k kk kk k k kk k kk k kkkkkkkkk k kkk k k kkk k k kk k k k k k k k k k k k kkkkkk k k k k k k k k k k k k k k k k k k k k k k k kkk k kk kkk k k k k k kkk kkk k kk k k kkkk k kkkkkkk k kkk k k kkkkkkkk k k k k kkkkkkkkkkk k k k kk kkk k k k k kkk k kkk k k k k k k kk k k k k k kk k kkkk k k k k k kk k k k k k kkkkkkk k k k k k kkkk k k k k k k k kkk k k k k k k k k k k k kk k k kk k k k k kk k k k kk kkkkkkkkk k k kk k kk k k kk k k kkk kk k k k k k k k k kk kk k k k kk k k k k k k k k k k kk k k kk k k kk k k k k kkkkkkkkkk k k k k k k k k k k kkkkkkkk k k k k kkkkkk k kkk k k kk k k k k kk k k kk k k k k k k k k k kkkkkkkkkkk k k k k kk k k k k k k k k k k k kk k k k kkkkk k k k kkk k k k k k k kkkkk k k kkkkkk k kkk k k k k k kk k k k k k kkk k k k kkkk k kkk k k k k kkkkkkk k k kk k k k k k kkkkkk k k k k k k k kkk k k k k k k k k k k k kkkk k k k k k k kk k k k k k k k k kkkkk k k k k k k kkkkkkk k k k k k kkkk k k k k k k k k k k k k kkk k kkk k k k k k k k k k k k kkk k k kk k k kk k k k k kk kkkkk k k k k k k kkkkkkkkkkk kk k kk k k k k k kk k kk k k k k k k k kk k k k k k k k k k k kk k k k k k k k kkkk k k k k k kk k kk k k k k kkk k k k k kkkkk k k k k k kkkkk k k k k k kkkk k kkkkkkkk k k k k k kkkk k k k k kk k k kk k k k k k kk k kk k kk k kk k kk k k kk k kk k kkkkkkkkkk k k k k k k k kk k kkk k kkk k k k k kkkk k k k kkkkkkk k kk k k k kkkkkkk k k k k k k kkkk k k k k k kkkk k k k k k kk kkkkk k kkk k k k kkkk kk k MANHANRAILTRAIL SPUR R O C K Y HIL L G R E E N W A Y ICEPONDD R I V E L Y M A N S T R E E T MANHAN RAIL TRAILFLORENCE ROADEASTHAMPTONROAD(RTE10)ROCKY HILL ROAD (RTE 66)NORTHAMPTONEASTHAMPTON LEGEND Site Boundary Protected Open Space Agricultural Preservation Restriction Other Legal Interest Parcel Boundary Town Boundary NHESP Estimated Habitats of Rare Wildlife NHESP Priority Habitats of Rare Species k Certified Vernal Pools .Potential Vernal Pools PINE GROVE OPEN SPACE MASTER PLAN NORTHAMPTON, MA JUNE 2020 TEJ JRC 15.0166826.00 RTS RTS SLL 1 in = 1,000 ft 5 0 1,000 2,000500 SCALE IN FEET © 2020 - GZA GeoEnvironmental, Inc. J:\0 166800 - 0 166899\15.0166826.00 Pine Grove Open Space Master Plan\GIS\mxd\GZA MA TEMPLATE(10.7)_826.00.mxd, May 21, 2020 - 12:38:00 PM, jacquelyn.claverNHESP MAP FIG Service Layer Credits: Massachusetts 2019 USGS Color O rtho Im agery. Data acquired from M assGIS. DESIGN ED BY: PR OJ MG R: DATE: REVIEW ED BY: DRAW N BY: PR OJECT NO : SC ALE: CHECKED BY: PR EPARED FO R:PR EPARED BY: 4 GZA GeoEnvironmental, Inc.Engineers and Scientistswww.gza.com TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS, WITHOUT THE PRIOR WRITTEN UNLESS SPECIFICALLY STATED BY WRITTEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERTY OF GZAGEOENVIRONMENTAL, INC. (GZA). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR THE USE BY GZA'SCLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ONTHE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FORUSE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF GZA, ANY EXPRESS CONSENT OF GZA, WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA.GAS LINE PATHOLDWILSONROADCITY OF NORTHAMPTONPLANNING & SUSTAINABILITY Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 15 The outcome of this rapid assessment can be seen in Figure 3 – Wetland Resource Areas Map. GZA’s site observations were broken out into four categories: Existing Wetlands – areas that meet the definition of Bordering Vegetated Wetlands based on the dominance of wetland vegetation and evidence of hydrology. Historic Wetlands – areas where hydric soil conditions were present, but alterations to vegetation and hydrology were extensive enough that these areas may represent historic extent of wetlands but are currently not function- ing as wetlands. It is expected that this area is larger than what was delineated during the rapid assessment. Historic Wetlands with High Restoration Potential – Several areas with potentially relic hydric soils were noted that either have had some recent restoration of hydrology due to the cutting and disruption of drains throughout the golf course, or were perceived to be easily restorable. Existing Wetlands with High Restoration Potential - Several areas were noted to contain hydric soils and evidence of hydrology, but had highly altered vegetation communities. These areas were identified as locations that may be easiest to restore to fully functional wetland conditions. One of the areas of historic wetlands with high restoration potential is associated with a potential tributary to Nasha- wannuck Brook that may restore itself along a low-lying path as a result of the removal of artificial drainage structures. This tributary would emerge from adjacent to Old Wilson Road and extend to the southeast into Nashawannuck Brook. The existing wetland system across Old Wilson Road may have had a historic connection to this tributary. The rapid assessment of the historic extent of hydric soil conditions provides a rough estimate of the pre-golf course development site conditions present at this location and therefore can be used to inform decision making within the Pine Grove Master Plan. Restoring the full extent of wetlands on Site may not meet the objectives of the Master Plan in all locations and may not always be economically feasible. However, this information may provide guidance on how the Site will evolve over time, especially with guided management practices. 3.2: HYDROLOGY & HYDRAULICS FEMA Floodplains The floodplain of Nashawannuck Brook through the Site is mapped as Zone A on the FEMA Flood Insurance Rate Map (FIRM) for the City of Northampton (April 3, 1978), as shown on Figure 6 – FEMA Map. Zone A represents areas of 100- year flood (1% annual chance flood) with base flood elevations not determined. The mapped floodplain is narrow up- stream of the irrigation pond and broadens out downstream of the pond. The current land use within the floodplain is primarily golf course fairways with some trees. Nashawannuck Brook Model A hydraulic numerical model of Nashawannuck Brook and its watershed was developed using the U.S. Army Corps of Engineers’ HEC-RAS version 5.0.7 software. The model applies a gridded approach to digital terrain and land cover data to simulate runoff resulting from precipitation over the watershed. The runoff is routed through the watershed and to the brook to develop predicted water surface elevations, peak flows, and other outputs. A detailed description of the model development and results is included in Appendix E. The watershed for Nashawannuck Brook is approximately 0.5 square miles, as shown on Figure 7 – Watershed Map. The area upstream of State Route 66 is mostly forested and residential. The area between State Route 66 and Old Wilson Road is a forested wetland which has been impacted by development and transmission lines. The area downstream of Old Wilson Road includes forest and the golf course. Soil types within the watershed, as defined by the United States Depart- ment of Agriculture (USDA) Soil Survey of Hampshire County, are presented on Figure 8 – Soils Map. The USDA defines groups of soils into Hydrologic Soil Groups (HSG) according to their runoff-producing characteristics. Soils are assigned to four groups (A, B, C, and D). EASTHAMPTONROAD(RTE10)NORTHAMPTONEASTHAMPTON LEGEND Site Boundary Protected Open Space Agricultural Preservation Restriction Parcel Boundary Town BoundaryFEMA National Flood Hazard Layer A: 1% Annual Chance of Flooding, no BFE PINE GROVE OPEN SPACE MASTER PLAN NORTHAMPTON, MA JUNE 2020 TEJ JRC 15.0166826.00 RTS RTS SLL 1 in = 500 ft 6 0 500 1,000250 SCALE IN FEET © 2020 - GZA GeoEnvironmental, Inc. J:\0 166800 - 0 166899\15.0166826.00 Pine Grove Open Space Master Plan\GIS\mxd\GZA MA TEMPLATE(10.7)_826.00.mxd, May 21, 2020 - 12:40:38 PM, jacquelyn.claverFEMA MAP FIG Service Layer Credits: Massachusetts 2019 USGS Color O rtho Im agery. Data acquired from M assGIS. DESIGN ED BY: PR OJ MG R: DATE: REVIEW ED BY: DRAW N BY: PR OJECT NO : SC ALE: CHECKED BY: PR EPARED FO R:PR EPARED BY: 4 GZA GeoEnvironmental, Inc.Engineers and Scientistswww.gza.com TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS, WITHOUT THE PRIOR WRITTEN UNLESS SPECIFICALLY STATED BY WRITTEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERTY OF GZAGEOENVIRONMENTAL, INC. (GZA). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR THE USE BY GZA'SCLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ONTHE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FORUSE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF GZA, ANY EXPRESS CONSENT OF GZA, WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA. CITY OF NORTHAMPTONPLANNING & SUSTAINABILITYOLD WILSON ROAD MANHANRAILTRAIL SPUR R O C K Y HIL L G R E E N W A Y ICEPONDD R IV E L Y M A N S T R E E T MANHAN RAIL TRAILFLORENCE ROADEASTHAMPTONROAD(RTE10)ROCKY HILL ROAD (RTE 66)NORTHAMPTONEASTHAMPTON LEGEND Site Boundary Protected Open Space Agricultural Preservation Restriction Other Legal Interest Parcel Boundary Town Boundary Watershed Boundary PINE GROVE OPEN SPACE MASTER PLAN NORTHAMPTON, MA JUNE 2020 TEJ JRC 15.0166826.00 RTS RTS SLL 1 in = 1,000 ft 7 0 1,000 2,000500 SCALE IN FEET © 2020 - GZA GeoEnvironmental, Inc. J:\0 166800 - 0 166899\15.0166826.00 Pine Grove Open Space Master Plan\GIS\mxd\GZA MA TEMPLATE(10.7)_826.00.mxd, May 21, 2020 - 12:43:03 PM, jacquelyn.claverNASHAWANNUCK BROOK WATERSHED MAP FIG Service Layer Credits: Massachusetts 2019 USGS Color O rtho Im agery. Data acquired from M assGIS. DESIGN ED BY: PR OJ MG R: DATE: REVIEW ED BY: DRAW N BY: PR OJECT NO : SC ALE: CHECKED BY: PR EPARED FO R:PR EPARED BY: 4 GZA GeoEnvironmental, Inc.Engineers and Scientistswww.gza.com TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS, WITHOUT THE PRIOR WRITTEN UNLESS SPECIFICALLY STATED BY WRITTEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERTY OF GZAGEOENVIRONMENTAL, INC. (GZA). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR THE USE BY GZA'SCLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ONTHE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FORUSE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF GZA, ANY EXPRESS CONSENT OF GZA, WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA.GAS LINE PATHOLDWILSONROADCITY OF NORTHAMPTONPLANNING & SUSTAINABILITY 30A 254C254C 600 441D 1 537C 258B 30A 14A 727A 311D 311C 316B 225B12A 406C 30A 651 225B NORTHAMPTONEASTHAMPTONLEG EN D Site Boundary Protected Open Space Agricultural Preservation Restriction Parcel Boundary Town Boundary Limit of Soil Type 1 Water 12A Maybid silt loam, 0 to 3 percent slopes 14A Scitico silt loam, 0 to 3 percent slopes 225B Belgrade silt loam, 3 to 8 percent slopes 254C Merrimac fine sandy loam, 8 to 15 percent slopes 258B Am ostown fine sandy loam, 3 to 8 percent slopes 30A Raynham silt loam, 0 to 3 percent slopes 311C W oodbridge fine sandy loam , 8 to 15 percent slopes, very stony 311D W oodbridge fine sandy loam , 15 to 25 percent slopes, very stony 316B Scituate fine sandy loam, 3 to 8 percent slopes, very stony 406C Charlton fine sandy loam, 8 to 15 percent slopes, very stony 441D Gloucester fine sandy loam, 15 to 25 percent slopes, very stony 537C Paxton fine sandy loam, 8 to 15 percent slopes, stony 600 Pits, gravel 651 Udorthents, sm oothed 727A Enosburg fine sandy loam, 0 to 3 percent slopes PINE GROVE OPEN SPACE MASTER PLAN NORTHAMPTON, MA JUNE 2020 TEJ JRC 15.0166826.00 RTS RTS SLL 1 in = 500 ft 8 0 500 1,000250 SCALE IN FEET © 2020 - GZA GeoEnvironmental, Inc. J:\0 166800 - 0 166899\15.0166826.00 Pine Grove Open Space Master Plan\GIS\mxd\GZA MA TEMPLATE(10.7)_826.00.mxd, May 21, 2020 - 12:51:13 PM, jacquelyn.claverSOILS MAP FIG Service Layer Credits: Massachusetts 2019 USGS Color O rtho Im agery. Data acquired from M assGIS. DESIGN ED BY: PR OJ MG R: DATE: REVIEW ED BY: DRAW N BY: PR OJECT NO : SC ALE: CHECKED BY: PR EPARED FO R:PR EPARED BY: 4 GZA GeoEnvironmental, Inc.Engineers and Scientistswww.gza.com TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS, WITHOUT THE PRIOR WRITTEN UNLESS SPECIFICALLY STATED BY WRITTEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERTY OF GZAGEOENVIRONMENTAL, INC. (GZA). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR THE USE BY GZA'SCLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ONTHE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FORUSE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF GZA, ANY EXPRESS CONSENT OF GZA, WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA.GASLINEPATHCITY OF NORTHAMPTONPLANNING & SUSTAINABILITYOLD WILSON ROAD Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 19 Group A soils have a high rate of infiltration and therefore a low runoff potential. They typically are deep, well drained, and sandy or gravelly. In Group D, at the other extreme, are soils having a very slow infiltration rate and thus a high runoff potential. They may have a hardpan or clay layer at or near the surface, have a permanent high water table, or are shallow over nearly impervious bedrock or other nearly impervious material. The soils within the Site are classified primarily as types C, D, and C/D. Thus, Site soils are less able to absorb rainfall, resulting in higher runoff rates. Methodology The model was used to generate peak flows and velocities within Nashawannuck Brook leaving the Site for the 2-, 10-, 50- and 100-year return frequency, 24-hour duration storm events. The following site condition scenarios were evaluated, as described below: Existing Condition – The Site in its current status as of May, 2020. The brook was modeled with six (6) culverts and structures in place, as shown on Figure 9 – Culverts and Structures Map. The land use within the Site was represented as short grass and forest. Scenario A – A proposed condition in which some of the culverts are replaced with a span of 14-ft opening width, intended to simulate crossings that meet the openness criteria of the Massachusetts River and Stream Crossing Standards. This condition also assumed that both the Upper Pond control structure and culvert and Lower Pond dam would each be replaced with a single bridge of 14-ft opening width. This scenario would leave the weir structure in place and leave the southern-most bridge (#6 on Figure 9) in place. Scenario B – A proposed condition in which all of the culverts and structures are removed completely. The Old Wilson Road culvert would be replaced with a span of 14-ft opening width, intended to simulate a crossing that meets the openness criteria of the Massachusetts River and Stream Crossing Standards. Scenario A – Wetlands – A proposed condition that simulates Scenario A, described above, plus changes in topog- raphy to represent added wetlands and floodplain storage adjacent to the brook and throughout the Site. Scenario A – Land Use – A proposed condition that simulates Scenario A, described above, plus changes in the land use within the Site to represent the reforestation of the majority of the Site, with some grassland/meadow (does not include added wetlands). Scenario B – Wetlands - A proposed condition that simulates Scenario B, described above, plus changes in topog- raphy to represent added wetlands and floodplain storage adjacent to the brook and throughout the Site. Scenario B – Land Use – A proposed condition that simulates Scenario B, described above, plus changes in the land use within the Site to represent the reforestation of the majority of the Site, with some grassland/meadow (does not include added wetlands). Model Results Detailed model results are presented in Appendix E. The existing condition model results indicate that for more significant storm events (10-year storm and larger) the culverts impound water. All of the culverts, except for the upper pond culvert, are overtopped during the 10-year and larger storm events. The upper pond culvert is overtopped in the 50-year storm event. The model predicts that complete removal of all obstructions (Scenario B) results in an increase in peak flows at the down- stream boundary of the Site. Replacing some of the structures with spans that are intended to meet the openness criteria of the MA River and Stream crossing standards (Scenario A) also results in an increase in peak flows at the downstream boundary of the Site. The model results indicate that both the culvert downstream of the upper pond and the Lower Pond Dam provide significant attenuation of peak flows. ,BRIDGE SOUTH ,LOWER POND DAM ,WEIR STRUCTURE ,UPPER POND CONTROL STRUCTURE AND CULVERT ,CULVERT NORTH,OLD WILSON ROAD EASTHAMPTONROAD(RTE10)1 2 3 5 6 4 NORTHAMPTONEASTHAMPTON LEGEND Site Boundary Protected Open Space Agricultural Preservation Restriction Parcel Boundary Town Boundary Culvert or Structure PINE GROVE OPEN SPACE MASTER PLAN NORTHAMPTON, MA JUNE 2020 TEJ JRC 15.0166826.00 RTS RTS SLL 1 in = 500 ft 9 0 500 1,000250 SCALE IN FEET © 2020 - GZA GeoEnvironmental, Inc. J:\0 166800 - 0 166899\15.0166826.00 Pine Grove Open Space Master Plan\GIS\mxd\GZA MA TEMPLATE(10.7)_826.00.mxd, May 21, 2020 - 12:59:09 PM, jacquelyn.claverCULVERTS AND STRUCTURES MAP FIG Service Layer Credits: Massachusetts 2019 USGS Color O rtho Im agery. Data acquired from M assGIS. DESIGN ED BY: PR OJ MG R: DATE: REVIEW ED BY: DRAW N BY: PR OJECT NO : SC ALE: CHECKED BY: PR EPARED FO R:PR EPARED BY: 4 GZA GeoEnvironmental, Inc.Engineers and Scientistswww.gza.com TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS, WITHOUT THE PRIOR WRITTEN UNLESS SPECIFICALLY STATED BY WRITTEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERTY OF GZAGEOENVIRONMENTAL, INC. (GZA). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR THE USE BY GZA'SCLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ONTHE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FORUSE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF GZA, ANY EXPRESS CONSENT OF GZA, WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA.OLD WILSON ROADCITY OF NORTHAMPTONPLANNING & SUSTAINABILITY Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 21 The model was used to show general trends in peak flows at the downstream limit of the Site as a result of increasing wetland and floodplain storage on Site (“Scenario A Wetlands” and “Scenario B Wetlands”) or converting the land cover to forest for most of the Site (“Scenario A Land Use” and “Scenario B Land Use”). With the addition of wetland storage distributed throughout the Site, the increase in peak flows as a result of reducing obstructions is entirely mitigated. Fur- ther, the peak flows at the downstream limit of the Site are lower than what is predicted to occur under the existing condition. The model predicts that a reduction in existing peak flow rates would be possible by adding wetland storage and floodplain reconnection. Under Scenarios A and B, the conversion of land cover from golf course fairways (short grass) to forest for most of the Site will also provide mitigation for the increase in peak flows resulting from removal of man-made constrictions, particularly during smaller storm events. In both cases, the conversion to forest throughout almost 90% of the Site has a less dramatic effect on peak flows than what might be expected, because the majority of soils within the Site are Hydrologic Soil Group types C, D, and C/D. Thus, Site soils are less able to absorb rainfall, regardless of land cover, resulting in higher runoff rates. 4: PROJECT OPPORTUNITIES & CHALLENGES GZA met with the City of Northampton and project partners, including representatives from Mass Audubon and Berkshire Design Group on April 30, 2020, to identify opportunities and challenges associated with the use of the Site for fulfilling the City’s open space and recreation plans and for maximizing the resiliency benefits to be gained by the City through the Project’s implementation. GZA presented Site Assessment findings as described in Section 3 of this report. The group discussed the balance between maximizing the ecological value of the Site with the level of investment to be made by the City and its partners. The opportunities identified by the group are associated with hydrologic and hydraulic considerations, habitat quality, and public use. Mass Audubon partners relayed their concerns about the evidence of alterations and damage occurring within Mass Audubon property downstream of the Site because of excessive flows and high velocities in Nashawannuck Brook. They have observed active changes in the brook’s meandering patterns with resulting damage to the vegetation. The improvements identified by the Master Plan offer an opportunity to mitigate peak flows, volumes, and velocities in Nashawannuck Brook by adding storage in the upper reaches of the Nashawannuck Brook watershed within the Site. The Site Assessment described in Section 3 of this report revealed ev- idence of substantial areas of hydric soils in areas that have been ar- tificially drained by the use of French drains to maintain the golf course greens and fairways. Areas of hydric soils may be greater than that identified by the Site Assessment due to the presence of fill soils, which could not be fully evaluated due to time and budgetary con- straints. There is an opportunity to restore hydrology to these hydric soils by removing the French drains and/or fill soils, which would likely result in a return to wetland conditions throughout many areas of the Site. The restoration of historic wetlands and reduction in artificial drainage being piped directly to Nashawannuck Brook would increase storage in the watershed. KEY OPPORTUNITIES Peak flow mitigation Historic wetlands restoration Brook restoration & floodplain recon- nection Improve aquatic and hydraulic con- nectivity Improve habitat quality Public use Potential for grant funding Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 22 The Nashawannuck Brook channel through the Site is highly degraded, and incised or channelized in many locations. The restoration of the impacted stream channel was identified as another opportunity. Restoration of the channel with flood- plain reconnection would also serve to add storage in the upper watershed, mitigating peak flows and velocities down- stream. Conversion of the manicured golf course land cover to forest is an opportunity to improve habitat conditions within the Site. A unique stone structure on the Site was identified by GZA as offering habitat value. The incorporation of a forested riparian corridor along Nashawannuck Brook will provide shading to the watercourse, mitigating the potential increase in stream temperatures that may occur as a result of climate change. The Site may require a program to remove invasive species, with an ongoing maintenance program to monitor and limit the spread of invasive species over time. There will be opportunities to engage the local community to participate in Site restoration efforts. Students from area colleges studying ecology, environmental science, or other related fields may contribute by planning, executing, and mon- itoring long-term restoration of the Site, including successional reforestation and invasive species management. The es- tablishment of a pollinator garden along Old Wilson Road may be possible with volunteer partners willing to develop and maintain the habitat. Nashawannuck Brook through the Site is constricted in several locations by culverts to accommodate driveways and cart paths. Part of the brook is impounded by a dam that was constructed to provide an irrigation source. There is a second dam that was breached in the past, and evidence of the former pond is visible. The removal of these constrictions provides an opportunity to improve aquatic wildlife passage and natu- ral flow patterns. However, while the removal of con- strictions will improve connectivity, these constrictions currently impound Nashawannuck Brook flows, creating arti- ficial storage on the Site. Any decrease in storage due to re- moval of these constrictions would need to be balanced by increasing natural wetlands and floodplain storage and im- plementing stream channel improvements to avoid increas- ing downstream peak flows and velocities. The removal or replacement of culverts must also be consid- ered in the context of Site access. The Site will serve as an extension of the Rocky Hill Greenway and is already being used by the public for recreation. Some crossings of the brook will need to be maintained for access across the Site. Access will also be needed for construction and maintenance as the Master Plan is implemented. The continued use of existing paths or creation of new paths provides an opportunity to connect this open space parcel with existing conservation lands surrounding or in the vicinity of the Site, while avoiding the public inadvertently crossing onto private property. To di- rect responsible public use of the Site, an area for parking should be identified in the Master Plan. The Master Plan should identify both shorter term and ongo- ing operation and maintenance needs. The improvements identified in the Master Plan should re- flect the opportunities described herein for peak flow control in Nashawannuck Brook, increases in wetlands and floodplain Signage placed at former Pine Grove Golf Course along Old Wil- son Road Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 23 storage, increases in habitat value, and public recreational use. These objectives align well with multiple ecological and climate resiliency grant programs. The implementation of improvements identified in the Master Plan, overall, will likely be eligible for grant funding. 5: RECOMMENDED IMPROVEMENTS The following improvements are represented on the Master Plan map on page 25. Specific recommendations for modifi- cations to culverts and structures are also described in this section and presented on the Master Plan map on page 25. A.Restore Nashawannuck Brook: The restoration of the Nashawannuck Brook channel would reduce downstream peak flow rates and velocities by allowing for overbank storage of floodwaters within the Site, and by slowing the flow of water with the addition of meanders and modifications to the stream gradient. The restoration of the channel reach from the Lower Pond outlet to the southern site boundary would require the removal of stone armoring and fabric, regrading to a natural channel cross-section, and reconnection to floodplain benches and existing wetlands or wetland areas to be restored. This reach is the most severely degraded; thus, efforts to restore the brook should be focused at this location. However, other reaches of the channel above the Lower Pond would also benefit from targeted restoration, especially in locations where the channel is straightened and/or incised and requires reconnection to adjacent floodplain areas or wetland areas to be restored. B.Improve Existing Wetlands and Restore Historic Wetlands: Areas of existing wetlands that have been highly al- tered or degraded (identified as existing wetlands with high restoration potential on Figure 3) can be improved through low disturbance methods such as the removal of manicured turf and replacement with native wetland plants along with the removal of man-made drainage structures. The restoration of these areas will improve the wetland function and values for wildlife habitat, water storage and attenuation, and ground water protection. These wetlands could be expanded and reconnected to Nashawannuck Brook in coordination with the restora- tion of identified historic wetland areas. In select areas identified as historic wetlands with high restoration po- tential (Figure 3), the removal of man-made drainage structures, conversion of land cover, and lowering of the grade would support the restoration and expansion of former wetland areas to provide additional habitat and water storage within the Site, and provide continuity with other existing wetland areas. C.Restore Historic Tributary to Nashawannuck Brook: By removing tile drains and other piped structures which for- merly directed flows from a catch basin near Old Wilson Road directly to Nashawannuck Brook, a natural channel tributary to Nashawannuck Brook can emerge from the natural topography. Restoration of natural hydrology to this area would support the formation of wetlands in areas that have been identified as locations of historic wet- lands with high restoration potential. D.Reforestation: Portions of the Site that have smaller areas of fairway that are also disjunct from the larger open grass-land areas would be targeted for re-forestation. The most likely approach would be to allow natural succes- sion (i.e., leave it alone and let nature take it over), with some targeted planting of specific species to increase seed stock and biodiversity. The extent of targeted planting will depend upon the success of natural volunteer seeding. It will take time for these areas to naturalize, and some guidance may be needed if a specific climax community or transitional community is desired. As these areas transition from grassland to meadow to shrub and ultimately to upland forest, the potential for invasive or non-desirable species is always a concern. Some degree of monitoring and treatment of these species should be considered in the first 5-10 years of succession. By allowing these areas to transition from grassland to forest over time, several faunal groups will utilize these areas as the vegetative community evolves over time. Scrub-shrub species would move in first and be present for several years as the areas mature. Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 24 E.Phragmites Removal / Control: A small patch of Phragmites is present along the stream edge. This patch is cur- rently small and manageable. This should be targeted for treatment and control now especially as the area is small and that the adjacent stream will likely be undergoing some level of restoration. F.General Invasive Species Removal/Control: In general, the Site has a low to moderate occurrence of invasive species, mainly along the edge ecotones and into the forest edges where edge effects and increased light pen- etration is high. While it is likely not feasible to eliminate all invasive species on Site without a comprehensive and long-term invasive species management and control plan, some degree of assessment and management of the areas area should be considered with any restoration proposed on Site. In particular, any of the edge areas around or near areas of proposed vegetation or soil manipulation are prime areas for invasive plants to take hold. Areas of planned scrub-shrub or forest habitat should be managed to some degree to keep the invasive plants under control while the native vegetation begins to take hold. G.Site Access: i.Extend existing pathways to create connections throughout the Site. Use existing cart paths and stream crossings and extend to form looped paths throughout the Site to provide walking access for the public and for maintenance. The Master Plan presents three (3) smaller looped paths that each are roughly ¾ of a mile. Combining the loops together, the larger main path which encircles the Site is approximately 1.5 miles. A short dead-end spur off the main path provides access to the unique stone feature. ii.Create parking area along Old Wilson Road. Construct a gravel parking area within the Site, directly adjacent to Old Wilson Road near the location of a sign which was recently established to identify the Site as part of the Rocky Hill Greenway. There is space available to accommodate a parking area of approxi- mately 100 ft x 30 ft, which could fit approximately six to seven cars. H.Preservation of Existing Features: i.Preserve Stone Features. Although not natural, the stonework in the southern end of the Site is a unique feature. If allowed to remain in place and naturalize, it has the potential to create a unique microhabitat feature on Site that would support small mammals and snakes. If left unmanaged, this area will quickly re- vegetate and plants will start to occupy the voids between the rocks and create a vegetated rock slope type habitat. ii.Preserve White Oak Tree. A unique, large, swamp white oak is located in the southern end of the Site. This tree can be a showcase feature of a trail system. The area around the tree can be managed as a small open space and the tree marred with a sign or kiosk if desired. The areas around the tree can be kept open creating a vista to the tree and re-stored stream areas beyond. CITY OF N ORTHAMPTON PINE GROVE OPEN SPACE MASTER PLAN NORTH AM PTO N, MA TEJ ARD 15.0166826.00 RTS RTS SLL CITY OF NORTHAMPTON DEPT PLANNING & SUSTAINABILITY CITY HALL 210 MAIN STREET NORTHAMPTON, MA 01060 6 © 2020 - GZA GeoEnvironmental, Inc. J:\0 166800 - 0 166899\15.0166826.00 Pine Grove Open Space Master Plan\GIS\mxd\GZA MA TEMPLATE(10.7)_826.00_2x3.mxd, May 20, 2020 - 3:20:13 PM, jacquelyn.claverMASTER PLAN OF IMPROVEMENTS FIG Service Layer Credits: Massachusetts 2019 USGS Color Ortho Imagery. Data acquired from MassGIS. DE SIGNED BY: PROJ MGR: DATE: REVIEWED BY: DRAWN BY: PROJECT NO: SCALE: CHECKED BY: PREPARED FOR:PREPARED B Y: GZA GeoEnvironmental, Inc.Engineers and Scientists www.gza.com TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS, WITHOUT THE PRIOR WRITTEN UNLESS SPECIFICALLY STATED BY WRITTEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERTY OF GZA GEOENVIRONMENTAL, INC. (GZA). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR THE USE BY G ZA'S CLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF GZA, ANY EXPRESS CONSENT OF GZA, WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA. Ü Legend Property Boundary 1 in = 150 ft HISTORIC WETLANDS PROPOSED BOARDWALK WATERCOURSE AERIAL IMAGE: MASSACHUSETTS 2019 USGS COLOR ORTHO IMAGERY. DATA ACQUIRED FROM MASSGIS UNLESS SPECIFICALLY STATED BY WRITTEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERTY OF GZA GEOENVIRONMENTAL, INC. (GZA). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR THE USE BY GZA'S CLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ONTHE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF GZA, ANY TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS, WITHOUT THE PRIOR WRITTENEXPRESS CONSENT OF GZA, WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA. EXISTING PATH GEOENVIRONMENTAL, INC. (GZA). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR THE USE BY GZA'S CLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON Legend Property Boundary 0 150 30075 SCALE IN FEET 1 in = 150 ft PROPERTY BOUNDARY LEGEND JUNE, 2020 0 75 150 300 SCALE IN FEET Replace culvert at Old Wilson Road with culvert or span meeting the criteria of the Massachusetts (MA) Stream Cross- ing Standards; perform work with other planned roadway improvements (long term goal). Maintain crossing. Replace with span meeting the criteria of the MA Stream Crossing Standards. Maintain crossing. Replace with span meeting the criteria of the MA Stream Crossing Standards. Remove existing weir structure. a b c d e f g Remove dam (long term goal). Maintain crossing with span meeting the criteria of the MA Stream Crossing Standards. Maintain crossing. Replace with span meeting the criteria of the MA Stream Crossing Standards, as part of channel resto- ration project. Construct culvert at Old Wilson Road to reconnect wetlands to the proposed restored tributary; perform work with other planned roadway improvements (long term goal). RECOMMENDED BROOK CROSSING IMPROVEMENTS RESTORE NASHAWANNUCK BROOK IMPROVE EXISTING WETLANDS AND RESTORE HISTORIC WETLANDS RESTORE HISTORIC TRIBUTARY TO NASHAWANNUCK BROOK PROMOTE REFORESTATION REMOVE PHRAGMITIES MONITOR INVASIVE SPECIES EXPAND PATHWAYS CREATE PARKING AREA ALONG OLD WILSON ROAD PRESERVE STONE FEATURES PRESERVE WHITE OAK TREE A B C D E G-ii H-i H-ii G-i F RECOMMENDED MASTER PLAN IMPROVEMENTS G-ii A B C D,F H-i H-ii E a b c d e f g ROUTE 10NASHAWANN U CK BROOK D,F OLD WILSON ROADD,F FORMER IRRIGATION POND CONNECTION TO ROCKY HILL GREENWAY CONNECTION TO ROCKY HILL GREENWAY FIG Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 26 The replacement of the various culverts listed above (a, b, c, e, and f) with spans meeting the openness criteria of the MA River and Stream Crossing Standards would allow for adequate aquatic and terrestrial wildlife passage, passage of most high storm flows without overtopping the road/path, and the promotion of stable streambed and banks. However, these alterations will also decrease artificial storage created by the culvert constrictions, which will need to be balanced by increasing natural wetlands and floodplain storage and implementing stream channel improvements to avoid increasing downstream peak flows and velocities. The culvert replacements should be planned in coordination with other stream channel and wetland/floodplain improvements to avoid resulting in a temporary increase in peak flows and velocities within the brook, which could increase scouring and adverse impacts downstream. RECOMMENDATIONS FOR MODIFICATIONS TO CULVERTS AND STRUCTURES (LETTERS CORRE- SPOND WITH MASTER PLAN MAP): a.Replace existing 30±-inch diameter circular pipe culvert at Old Wilson Road with culvert or span meeting the criteria of the Massachusetts (MA) River and Stream Crossing Standards. This improvement is a low pri- ority but is included in the Master Plan as a long-term goal, with the intent of performing the work with other future planned roadway improvements. b.Maintain crossing of the brook at this location. Replace existing 27±-inch corrugated metal pipe culvert with span meeting the criteria of the MA River and Stream Crossing Standards. c.Maintain crossing of the brook at this location. Replace existing 18±-inch corrugated metal pipe culvert with span meeting the criteria of the MA River and Stream Crossing Standards. d.Remove existing concrete sill (weir) structure and adjust stream bed profile to remove artificial drop in stream. e.As a long-term goal of the Master Plan, it is recommended that the lower pond dam be removed to improve aquatic wildlife passage and habitat connectivity. However, a crossing of the brook should be maintained at this location. A span meeting the criteria of the MA River and Stream Crossing Standards should be con- structed as part of the dam removal project. The impoundment may be maintained for a period of time while other restoration work is occurring to provide a water source for irrigation of plantings. f.Maintain crossing of the brook at this location. Replace existing footbridge with span meeting the criteria of the MA River and Stream Crossing Standards. This location is within the area identified for stream channel restoration (Recommended Improvement #2, listed above). The replacement crossing could be constructed as part of the channel restoration project. g.Construct culvert at Old Wilson Road to reconnect existing wetlands to the proposed restored tributary (Recommended Improvement #4, listed above). The reconnection of the restored tributary to the wetlands across the road would further increase the natural flow patterns within the watershed. This improvement is a low priority but is included in the Master Plan as a long-term goal, with the intent of performing the work with other future planned roadway improvements. Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 27 6: PROJECT IMPLEMENTATION STRATEGIES Implementation of the Master Plan will require further detailed planning to establish appropriate phasing strategies, engineering design, permit- ting, funding, and operation and maintenance. A detailed discussion of these implementation actions is presented in this section. 6.1: DESIGN Some of the improvements recommended by the Master Plan will neces- sitate temporary disturbance within wetlands to achieve the Project goals. At the very least, the preparation of engineered plans will be re- quired to document and quantify wetland impacts for permitting pur- poses. More detailed engineered plans and specifications will be required for projects that need to go out to bid for contractor services, to define the work to be performed, and to identify project costs. The level of en- gineering effort and detail required will vary depending on the complexity of the work involved and the need to quantify wetland impacts. Some of the projects which will likely require a more detailed effort to design and permit include the restoration of Nashawannuck Brook stream channel from Lower Pond outlet to southern site boundary, other wet- land restoration and floodplain reconnection, dam removal, and the var- ious culvert replacements. Detailed topographic survey will be needed to inform the design of these projects. Given detailed topographic infor- mation, these projects should be evaluated together and separately, us- ing the hydrologic and hydraulic model developed as part of this Master Plan, to determine the impacts of these improvements as they are constructed in phases and the outcome as a whole on the downstream Nashawannuck Brook. 6.2: PERMITTING Implementation of the Master Plan would require permits from local, State and federal agencies. While the project seeks to improve the overall ecological value of the Site and would likely be received positively by the permitting agencies, the project would still need to run through the various regulatory processes described below. One important facet to consider is whether the proposed Master Plan improvements would be implemented all at one time or whether they would be phased over several years. Regulations require applicants for environmental permits to present the entire project in its permit applications, rather than segmenting the project into smaller pieces or phases, to ensure that all impacts are accounted for. Given the preliminary nature of the project at this point, we have assumed that the Master Plan would be permitted as a single project and the following permit analysis was developed under this assumption. Massachusetts Environmental Policy Act (MEPA) MEPA applies to State-funded actions and other actions that require a State permit and meet or exceed certain impact thresholds. For this project, the project would likely require, at a minimum, the preparation of an Environmental Notifi- cation Form (ENF) because it would involve alteration of more than 5,000 square feet of bordering vegetated wetland (BVW), and 500 linear feet of inland bank. Furthermore, if the project involves more than one (1) acre of alteration to BVW, then a follow-up Environmental Impact Report (EIR) would also be required. Initial estimates indicate that more Unique White Oak tree on Site; April 6, 2020 Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 28 than one (1) acre of BVW could be altered; however, during the design it may be possible to reduce this to avoid the need for an EIR. Wetlands Protection Act The project would be subject to the Wetlands Protection Act (WPA) because it involves work within wetlands resource areas including: watercourse, bank (Bank), bordering vegetated wetland (BVW), isolated vegetated wetland (IVW), land under waterbodies and waterways (LUWW) and associated buffer zones. Projects that meet the WPA Performance Stand- ards of these resource areas are regulated by the local Conservation Commission. Furthermore, the City of Northampton has a Wetlands Ordinance that has additional criteria above-and-beyond that of the WPA. Fortunately, the work proposed under this Master Plan may qualify as an Ecological Restoration Limited Project under the WPA. This Limited Project status waives the requirements of the Performance Standards so long as the project meets the qualifications of an Ecological Restoration project under 310 CMR 10.25(8). In general, the impacts associated with the project are permittable so long as the meet the project’s ecological restoration goals. Section 404 The project would involve fill and or excavation within wetlands and watercourse and would be regulated under Section 404 of the Clean Water Act. There are two general types of permits under Section 404: General Permits (GPs) and Indi- vidual Permits. Projects that fall under certain impact thresholds are assumed to have minimal impact and are authorized under one of two categories under the General Permits: Self Verification (SV) or Pre-Construction Notification (PCN). Self- Verification is a short 30-day approval process that often is just a “registration” and the PCN requires a more detailed review. Projects that do not meet the GP requirements require an Individual Permit, which involves detailed review by other federal regulatory agencies (U.S. Fish & Wildlife Service, Environmental Protection Agency) and a public notice and comment period. Fortunately, the USACE has a GP for Aquatic Habitat Restoration projects that would allow for impacts that would normally exceed the GP requirements. National Historic Preservation Act Any work that is subject to MEPA and Section 404 will require consultation with the Massachusetts Historical Commission (MHC) and the Tribal Historic Preservation Office (THPO). These agencies will determine whether the proposed activities may impact historic or archaeological resources. Historical or archaeological investigations may be required if the pro- posed work, or portions thereof, are proposed within areas of existing or potential moderate-high sensitivity for contain- ing historic and/or archaeological resources. Section 401 Water Quality Certificate Under the Clean Water Act, States have the authority under Section 401 to regulate discharges of dredged or fill material, similar to that of the USACE. Because the project involves an activity that will likely exceed 5,000 square feet of impact to BVW, a Section 401 Water Quality Certification from MA DEP would likely be required. The Section 401 Water Quality Certification Process includes a requirement to evaluate the quality of excavated sediments or the potential for those sediments to have concentrations of oil or hazardous materials (OHM), as defined in 310 CMR 40.00. As part of this Master Plan process, GZA prepared a due diligence desktop evaluation of the watershed to estimate the potential for the Nashawannuck Brook sediments to have concentrations of OHM. The due diligence report is pre- sented in Appendix F. The due diligence assessment indicated that there were no Federal or State Environmental Record listings of contaminated properties in the Nashawannuck Brook watershed that would impact the Site, and that there is low potential for the occurrence of historical spills to have impacted the brook sediments. The due diligence assessment did not specifically address the potential for sediments to contain concentrations of herbicides and pesticides. As the Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 29 brook is located on a golf course, there is a high likelihood that MA DEP will require the testing of sediments for herbicides and pesticides. Natural Heritage and Endangered Species Program (NHESP) The Site is not within an Estimated or Priority Habitat Area, therefore it would not be regulated under the Massachusetts Endangered Species Act (MESA). 6.3: COSTS Planning-level opinions of probable construction costs for the recommended improvements as described in Section 5 are tabulated below. These cost estimates have been developed prior to any significant amount of information is available from detailed design, without engineering data, and with incomplete work scope definition. Each total estimated Project cost consists of two components: Engineering Design and Permitting Costs: This cost component includes non-construction expenditures such as topographic survey; geotechnical investiga- tion; engineering and landscape design; permitting; designer services during construction; and resident engineer services. For the types of projects recommended in this Master Plan, these expenditures are expected to add 20- 60% to the total project cost. Construction Cost: In preparing the cost opinions, GZA has developed approximate quantities of anticipated work and has utilized a combination of sources of unit cost information which may include published RS Means Cost Data; past bid docu- ments; cost data from federal, state, or local transportation agency web sites; discussions with local experienced contractors; and GZA’s experience with costs for similar projects at similar locations. Because these estimates are made prior to the completion of detailed design, the margin of error is expected to be relatively large; thus, a significant contingency has been applied to cover the occurrence of eventual refinements to the conceptual scope of work and to also mitigate the potential for unplanned events or discoveries during construction. The construc- tion cost opinions assume public procurement of contractor services in a typical design-bid-build delivery system at prevailing wages. Construction cost for some of the larger projects can be scalable if the City wishes to imple- ment a smaller version than indicated. The cost opinions are provided to inform the City of Northampton about the magnitude of anticipated construction costs and to furnish information for the City’s use in evaluating the economic feasibility of proceeding with a particular Project and the Project’s potential for further development. The estimates of cost may also be used to help define a preliminary construction budget and may reduce the risk of construction cost escalation during the design development of any Project that advances beyond the planning stage. Detailed cost information is included in Appendix G. Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 30 Project Engineering Design & Permitting Cost Construction Cost1 Total Estimated Project Cost Restore Nashawannuck Brook with adjacent wet- lands/floodplain reconnection •10± acres wetlands/floodplain restoration area & •1,500± linear feet of brook restoration $225,000 $3,820,000 $4,045,000 Restore Historic Tributary to Nashawannuck Brook $50,000 $470,000 $520,000 Reforestation •10± acres of targeted tree planting (as needed) $10,000 $400,000 $410,000 Phragmites & Invasive Species Control 3-year program Contractor costs (costs may be lower if stu- dent or volunteer labor is used) $12,000 $48,000 $60,000 Extend Pathways for Site Access •3,500± linear feet of stone paths, 6’ wide $40,000 $180,000 $220,000 Dam Removal $100,000 $180,000 $280,000 Culvert Replacements (14’ span, per each) $30,000 $140,000 $170,000 Create Parking Area $8,000 $24,000 $32,000 1Includes 25% contingency 6.4: FUNDING SOURCES Implementation of this Master Plan will rely on funding from various grant sources. The objectives of the Master Plan align well with multiple ecological and climate resiliency grant programs. A listing of potential grant funding sources that are applicable to the projects outlined in the Master Plan is included below. Massachusetts Land and Water Conservation Fund Grant Program The Federal Land & Water Conservation Fund provides up to 50% of the total project cost for the acquisition, development, and renovation of parks, trails, and conservation areas. The Executive Office of Energy & Environmental Affairs announced the most recent grant in January 2020. The application due date was Spring of 2020. Parkland Acquisitions and Renovations for Communities (PARC) Grant Program Financial assistance is available to municipalities for the acquisition of recreation land, development of new parks, or the renovation of existing parks. A municipality must have an open space and recreation plan. The Executive Office of Energy & Environmental Affairs announced the most recent grant in March 2020. The application is due during the summer of 2020. Culvert Replacement Municipal Assistance Grant Program This program is for Massachusetts municipalities interested in replacing an undersized, perched, and/or degraded culvert located in an area of high ecological value. Only projects that intend to meet the goals of the Massachusetts River and Stream Crossing Standards will be considered for funding. The Massachusetts Division of Ecological Restoration (DER) announced the most recent grant April 2020. The grant cycle typically runs annually. Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 31 Wetlands Restoration To undo the damage done to wetlands, DER works with many partners to carry out wetland restoration projects. DER identifies new projects, provides technical assistance, secures project funding, and coordinates the projects from start to finish. Urban River Revitalization DER selects wetland, river and flow restoration projects through a state-wide, competitive process. Dam Removal DER helps interested dam owners remove unwanted dams and restore river processes and selects wetland, river, and flow restoration projects through a state-wide, competitive process. High-priority projects are chosen that bring significant ecological and community benefits to the Commonwealth. The Massachusetts Dam and Seawall Repair or Removal Program offers financial resources to qualified applicants for pro- jects that enhance, preserve, and protect the natural resources and the scenic, historic and aesthetic qualities of the Com- monwealth of Massachusetts. The Dam and Seawall Repair or Removal Fund was established in 2013 by the Massachusetts Legislature to promote public health, public safety, and ecological restoration. Additional funds have also supplemented the program with monies authorized in the EEA Environmental Bond. The Program is administered by the Massachusetts Executive Office of Energy and Environmental Affairs, and provides grants and loans for final design, per- mitting, and construction. Streamflow Restoration DER works to restore natural streamflow in Massachusetts by working with partners to collect streamflow data; to inform and support policy and actions that restore and maintain healthy streamflows; and by managing restoration projects aimed at restoring natural flow. Massachusetts Environmental Trust (MET) MET is a grant program whose mission is to support projects that enable innovative approaches to protect and restore natural resources. Community Preservation Act (CPA) The CPA helps communities preserve open space and historic site, create affordable housing, and develop outdoor recre- ational facilities. Department of Fish & Game (DFG) In-lieu Fee Program (ILFP) The Massachusetts DFG sponsors and administers the In-Lieu Fee Program (ILFP) for the Commonwealth of Massachu- setts. DFG aggregates funds from U.S. Army Corps of Engineers permit mitigation fees and distributes them through a request for proposals (RFP) process in order to implement larger-scale mitigation projects. Projects funded through this program focus on permanently protecting aquatic resources and upland buffers and/or restoring impacted aquatic re- sources. The Department of Fish & Game anticipates the release of the 2020 RFP in June, 2020. Eligible applicants include Massa- chusetts cities, towns, academic institutions, certified 501(c)(3) nonprofits, and other public entities. Northampton is lo- cated in the Connecticut River “Service Area”. The RFP will include the amount of funding available and the types of aquatic resources that would be prioritized in the Service Area. Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 32 Wildlife Conservation Society (WCS) Climate Adaptation Fund This fund supports applied, on-the-ground projects focused on achieving wildlife and ecosystem conservation outcomes in the face of a changing climate. Projects must propose actions that anticipate and respond to potential or observed climate change impacts to maximize long-term conservation success. The fund supports projects that manage for out- comes that sustain dynamic ecological processes, landscape functionality, and species assemblages, as opposed to single- species or historical conditions that may not be possible in an altered climate. The WCS announced the most recent grant in February 2020. A Pre-proposal Application was due in the Spring of 2020. MA DER Priority Ecological Restoration Projects DER selects river and wetland restoration projects that bring significant ecological, community, and climate adaptation bene- fits to the Commonwealth. Selected Priority Projects will be eligible to receive technical assistance from DER staff, technical services for consultants, and/or grant funding throughout the life of the project. The Division of Ecological Restoration will release a RFR on May 28, 2020 with applications due June 18, 2020. MA EOEEA Municipal Vulnerability Preparedness Program The MVP provides support for cities and towns in Massachusetts to begin the process of planning for climate change resiliency and implementing priority projects. The state awards communities with funding to complete vulnerability assessments and develop action-oriented resiliency plans. Communities who complete the MVP program become certified as an MVP community and are eligible for MVP Action grant funding and other opportunities. Please note that the above listing of potential opportunities for financial assistance is not considered to be all-inclusive and is not the result of an exhaustive review. Rather, the listing reflects some of the more currently-active grant programs that align with the objectives of this Master Plan of Resiliency Improvements and the nature-based restoration of the former Pine Grove Golf Course. 6.5: OPERATION AND MAINTENANCE Many of the Recommended Improvements in the Master Plan will not require long term maintenance, once constructed and established. There may be some short-term maintenance needs as each improvement is progressing towards its final condi- tion. As follows is a discussion of general operation and maintenance needs for the recommended improvements, as applica- ble. Restore Nashawannuck Brook and historic tributary: The stream restoration should not require long term maintenance. However, restored portions of the brooks should be monitored periodically post-construction and after large storm events to check for areas of erosion and evaluate if any repairs or changes to the brook are needed. Improve Existing Wetlands and Restore Historic Wetlands: Wetland restoration areas will not need long term mainte- nance but should be monitored for invasive species as described by Recommended Improvement #10 in Section 5 of this Master Plan. Reforestation: As these areas transition from grassland to meadow to shrub and ultimately to upland forest, the po- tential for invasive or non-desirable species is always a concern. Some degree of monitoring and treatment of these species should be considered in the first 5-10 years of succession. If scrub-shrub habitat is the desired community goal, active management to remove trees as they become dominant will be needed. Preserve Stone Features: No long-term management would be needed for this area; however, potential management of invasive species in the initial stages of succession may be needed. Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 33 Lower Pond Dam: The outlet controls at the Lower Pond were designed to supply water to the golf course irrigation system. The Site improvements constructed in the Spring of 2020 included the decommissioning of some of those controls. However, the dam was maintained in place with the low-level outlet, outlet control weir, and overflow pipe, as described in Appendix H.The impoundment may be maintained for a period of time while other restoration work is occurring to provide a water source for irrigation of plantings. While the dam is in place, it should be inspected period- ically and before and after large storm events to check that outlet structures are clear of obstructions. Parking area along Old Wilson Road and Site pathways: Periodic maintenance may be required to remove stray vege- tation from the parking area and Site access pathways and to replenish the gravel surfaces as necessary. Nashawannuck Brook Assessment and Master Plan of Resiliency Improvements Page 1 References Berkshire Design Group (February 26, 2020). Bid Documents, Pine Grove Golf Course – Phase I Restoration, Drawings C-0, C-1, C-2, C-3, C-4, C-5, C-6, C-7. City of Northampton (as amended). Chapter 337 Wetlands Protection. (https://www.ecode360.com/13265228?#13265228). Commonwealth of Massachusetts Executive Office of Energy and Environmental Affairs, Department of Fish and Game, Division of Ecological Restoration (May 2018). Massachusetts Stream Crossings Handbook, 2nd Edition. Department of the Army (April 16, 2018). General Permits for the Commonwealth of Massachusetts (https://www.nae.usace.army.mil/Portals/74/docs/regulatory/StateGeneralPermits/MA/PN-GPFinal-RevAp- ril2018.pdf?ver=2018-07-31-142949-100) Massachusetts Department of Environmental Protection (1995). Delineating Bordering Vegetated Wetlands Under the Massachusetts Wetland Protection Act. Massachusetts Department of Environmental Protection (10/24/2014). 314 CMR 9.00: 401 Water Quality Certification (https://www.mass.gov/regulations/314-CMR-9-401-water-quality-certification). Massachusetts Department of Environmental Protection (10/04/2017). 310 CMR 10.00: Wetlands Protection Act Regula- tions (https://www.mass.gov/regulations/310-CMR-1000-wetlands-protection-act-regulations). Massachusetts Executive Office of Energy and Environmental Affairs (05/10/2013). 301 CMR 11: MEPA Regulations (https://www.mass.gov/regulations/301-CMR-11-mepa-regulations). Massachusetts Executive Office of Energy and Environmental Affairs (April 22, 2020). Grant Announcement Commbuys Bid # BD-20-1042-ENV-ENV01-50652 Request for Responses (RFR) ENV 21 MVP 02, Municipal Vulnerability Preparedness Grant Program (MVP) FY21 MVP Action Grant. Soil Survey Staff, Natural Resources Conservation Service, United States Department of Agriculture. Web Soil Survey Hampshire County, Massachusetts, Central Part (MA609). Available online at the following link: https://websoilsur- vey.sc.egov.usda.gov/. Accessed May 2020. U.S. Army Corps of Engineers Environmental Laboratory (1987). Wetland Delineation Manual. U.S. Army Corps of Engineers (2012). Regional supplement for the Northcentral and Northeast regions. U.S. Department of Commerce, National Oceanic and Atmospheric Administration, National Weather Service. (2015). NOAA Atlas 14 Precipitation-Frequency Atlas of the United States, Volume 10 Version 2.0: Northeastern States (Connect- icut, Maine, Massachusetts, New Hampshire, New York, Rhode Island, Vermont). Silver Spring, Maryland. Available online at the following link: https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_map_cont.html. Accessed May 2020. U.S. Environmental Protection Agency (EPA). Rapid Bioassessment Protocols for use in Streams and Wadeable Rivers, Sec- ond Edition (EPA-241-B-99-002). Northampton Designs with Nature Conceptual Design Summary Appendix A - Limitations CONSTRUCTION COST OPINION LIMITATIONS 15.0166826.00 Page | 1 LIMITATIONS USE OF REPORT 1.GeoEnvironmental, Inc. (GZA) prepared this Report on behalf of, and for the exclusive use of our Client at the stated time for the stated purpose(s) and location(s) identified in the 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 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 Report and/or proposal, 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. 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, and at the same or a similar property. No warranty, expressed or implied, is made. 4.Basis of Opinion of Cost Unless otherwise stated, our opinions of cost are only for comparative and general planning purposes. These opinions are based on the limited data and the conditions and assumptions described in the Report. The cost estimates may involve approximate quantity evaluations and are not intended to be sufficiently accurate to develop construction bids, or to predict the actual cost of work addressed in the Report. Further, since we have no control over when the work will take place nor the labor and material costs required to plan and execute the anticipated work, our cost opinions were made by relying on our experience, the experience of others, and other sources of readily available information. Actual costs may vary over time and could be significantly more, or less, than stated in the Report. 5.Cost opinions presented in the Report are based on a combination of sources and may include published RS Means Cost Data; past bid documents; cost data from federal, state or local transportation agency web sites; discussions with local experienced contractors; and GZA’s experience with costs for similar projects at similar locations. GZA did not attempt to independently verify the accuracy or completeness of all information reviewed or received during the course of this evaluation. Actual costs will likely vary depending on the quality of materials and installation; manufacturer of the materials or equipment; field conditions; geographic location; access restrictions; phasing of the work; subcontractor mark-ups; quality of the contractor(s); project management exercised; and the availability of time to thoroughly solicit competitive pricing. In view of these limitations, the costs presented in the Report should be considered “order of magnitude” and used for budgeting and comparison purposes only. Detailed quantity and cost estimating should be performed by experienced professional cost estimators to evaluate actual costs. The opinions of cost in the Report should not be interpreted as a bid or offer to perform the work. Unless stated otherwise, all costs are based on present value. CONSTRUCTION COST OPINION LIMITATIONS 15.0166826.00 Page | 2 6.The opinions of costs are based only on the quantity and/or cost items identified in the Report, and should not be assumed to include other costs such as legal, administrative, permitting or others. The estimate also does not include any costs with respect to third-party claims, fines, penalties, or other charges which may be assessed against any responsible party because of either the existence of present conditions or the future existence or discovery of any such conditions. ADDITIONAL SERVICES 7.It is recommended that GZA be retained to provide engineering services during any final design, construction and/or implementation of any measures recommended in this Report. This will allow us the opportunity to: i) observe conditions and compliance with our design concepts and opinions; ii) allow for changes in the event that conditions are other than anticipated; and iii) provide modifications to our design. Northampton Designs with Nature Conceptual Design Summary Appendix B – Phase I Restoration Program Plans LOCUS PLAN Phone (413) 582-7000 Fax (413) 582-7005 4 Allen Place Northampton, Massachusetts 01060 Landscape Architecture Land Surveying Planning Civil Engineering Prepared By: Northampton, Massachusetts 01060 Pond Detail Plan Drainage and Irrigation Demolition Plan Sheet Index C-3 Date: 254 Old Wilson Road Prepared For: City of Northampton Office of Planning and Sustainability C-2 Rocky Hill Greenway Northampton, MA 01060 PINE GROVE GOLF COURSE - PHASE I RESTORATION Miscellaneous Demolition PlanC-1 BID DOCUMENTS Existing Conditions PlanC-0 Golf Green Scarification Plan (Alternate 1)C-4 Large-Scale Scarification Plan (Alternate 2)C-5 Berkshire Group Design February 26, 2020 (Not to Scale) 210 Main Street Deer Fence DetailsC-6 Pond Outlet Structure DetailsC-7 X X X X X X X X X X X G G G C-00'150'75'300'450' SCALE 1"=150'-0" (if printed full size @ 24" x 36") Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Land Surveying Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c ROCKY HILL GREENWAY 254 Old Wilson Rd Northampton, MA BID DOCUMENTS PINE GROVE GOLF COURSE PHASE I RESTORATION 1"=150' MET CMC EXISTING CONDITIONS PLANOLD WILSON ROAD TENNESSEE GAS PIPELINE EASEMENT, SEE NOTE 4 WETLAND (TYP.) NO DISTURBANCE WITHIN WETLAND BOUNDARIES VERNAL POOL 100' BUFFER APPROXIMATE 100' STREAM BUFFER APPROXIMATE CENTERLINE OF STREAM (TYP.) PER MASS GIS NO DISTURBANCE BELOW WATERLINE VERNAL POOL 100' BUFFER NOTES 1.THE EXISTING CONDITIONS SHOWN ON THESE PLANS ARE BASED ON DATA FROM MASSACHUSETTS AND NORTHAMPTON GIS DATABASE SUPPLEMENTED BY FIELD OBSERVATIONS BY THE BERKSHIRE DESIGN GROUP AND ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO THE START OF WORK. 2.THIS PLAN IS PREPARED AS A SITE DESIGN AND IS NOT INTENDED TO BE USED FOR DETERMINATION OF PROPERTY LINES. APPROXIMATE PROPERTY LINES ARE SHOWN FOR COORDINATION PURPOSES. THE CONTRACTOR SHALL UTILIZE THE SERVICES OF A PROFESSIONAL LAND SURVEYOR FOR THE DETERMINATION OF PROPERTY LINES. 3.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY BASED ON AVAILABLE DATA AND ALL UTILITIES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CALL THE 'DIG SAFE CENTER' AT 811 AND HAVE ALL UTILITIES MARKED ON THE GROUND. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THEIR FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 4.AN EXISTING HIGH PRESSURE NATURAL GAS TRANSMISSION PIPELINE AND ASSOCIATED EASEMENT EXISTS WITHIN THE SITE. THE CONTRACTOR SHALL REVIEW THE ENTIRE SCOPE OF WORK WITH TENNESSEE GAS PRIOR TO THE START OF ANY GROUND DISTURBING ACTIVITIES, AND SHALL FOLLOW ALL DIRECTIONS OF THE UTILITY. VEHICLES AND EQUIPMENT SHALL NOT CROSS THE EASEMENT. 5.STREAM AND WETLAND BUFFER AREAS SHALL NOT BE USED FOR PARKING, STORAGE, STAGING OR LAYDOWN. ALL STOCKPILE AND STAGING AREAS SHALL BE PROTECTED BY CONTINUOUS SILT FENCE. 6.THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO MINIMIZE EROSION WITHIN THE SITE AND TO PREVENT SEDIMENT FROM MIGRATING INTO THE EXISTING STREAM OR OTHER WETLAND RESOURCE AREAS WITHIN AND NEAR THE SITE. 6.1.THE CONTRACTOR SHALL MAINTAIN A SUPPLY OF SILT FENCE AND STRAW WATTLE ON SITE AT ALL TIMES WHILE THE WORK PROCEEDS IN ORDER TO RESPOND TO EMERGENCY CONDITIONS. SILT FENCE AND/OR STRAW WATTLE SHALL BE PLACED AS NECESSARY, OR AS DIRECTED BY THE ENGINEER, TO PREVENT SEDIMENT FROM REACHING THE STREAM OR ANY OTHER WETLAND RESOURCE AREAS. 6.2.ANY DISTURBED SLOPES GREATER THAN 3H:1V SHALL BE PROTECTED WITH EROSION CONTROL MAT HAVING BIODEGRADABLE NETTING. MAT SHALL BE LEFT IN PLACE PERMANENTLY. PLASTIC NETTING WILL NOT BE ACCEPTED. 6.3.ALL AREAS DISTURBED BY EXCAVATION OR OTHER DISCRETE CONSTRUCTION ACTIVITIES SHALL BE STABILIZED WITH LOAM AND SEED AS SOON AS POSSIBLE AFTER THE COMPLETION OF CONSTRUCTION ACTIVITIES IN THAT AREA. ALL SEED SHALL BE RESTORATION MIX CONSISTING OF HERBACEOUS PLANTS AND GROUNDCOVER NATIVE TO WESTERN MASSACHUSETTS. TURF GRASS SEED OR OTHER MONOCULTURE SEED MIX WILL NOT BE ACCEPTED. 6.4.THE CONTRACTOR WILL NOT BE RESPONSIBLE FOR RE-SEEDING AREAS OF SCARIFIED TOPSOIL, REGARDLESS OF WHETHER SUCH DISTURBANCE WAS CAUSED BY DEDICATED SCARIFICATION PROCESS OR BY THE PASSING OF VEHICLES AND EQUIPMENT (INCLUDING TRACKED EQUIPMENT). HOWEVER, THE CONTRACTOR SHALL SEED OR PROTECT AREAS WHERE, IN THE OPINION OF THE ENGINEER, SUCH DISTURBANCE IS LIKELY TO CONTRIBUTE TO SEDIMENTATION OF A WETLAND RESOURCE AREA. 7.THE CONTRACTOR MAY IMPROVE ACCESS TO THE SITE AS NECESSARY TO COMPLETE THE WORK THROUGH THE CONSTRUCTION OF GRAVEL ACCESS ROADS OR INSTALLATION OF LAY-DOWN MATS. PORTIONS OF TEMPORARY ACCESS ROADS MAY OR MAY NOT BE ACCEPTED AS PERMANENT IMPROVEMENTS AND LEFT IN PLACE AT THE SOLE DISCRETION OF THE OWNER. 8.THE CONTRACTOR SHALL INSTITUTE A CLEANING/WASH-DOWN PROCEDURE FOR ANY VEHICLES OR EQUIPMENT ENTERING THE SITE THAT HAVE BEEN IN CONTACT WITH OFF-SITE TOPSOIL OR VEGETATION TO PREVENT THE IMPORT OF INVASIVE SPECIES AT THE SITE. NOTICE OF THIS PROCEDURE SHALL BE POSTED AT THE SITE ENTRANCE AND GIVEN TO ALL PERSONNEL AND SUBCONTRACTORS AT THE SITE, AND THE OWNER OR ENGINEER MAY DIRECT THE CONTRACTOR TO WASH EQUIPMENT AS THEY DEEM NECESSARY TO PREVENT THE IMPORT OF INVASIVE SPECIES TO THE SITE. SITE ACCESS OVER EXISTING GRAVEL ACCESS ROAD ON ABUTTING PROPERTY GRAVEL MAINTENANCE ROADS AND CART PATHS (TYP.) ADDITIONAL INFORMAL PATHS AND ROADS EXIST ON SITE SITE BOUNDARY (APPROXIMATE, TYP.) FEBRUARY 26, 2020 INSTALL VEHICLE TRACKING PAD AT THIS AND ANY OTHER SITE ACCESS LOCATION 40' min. 8"min. PUBLIC ROAD GEOTEXTILE SEPARATION FABRIC 2"-3'' WASHED COARSE EXIST. GROUND FOR FULL WIDTH AND LENGTH AGGREGATE STABILIZED CONSTRUCTION ACCESS NOTES: 1. DIMENSIONS:WIDTH: 15' FLARED TO 25' AT ROADWAY LENGTH: 40' MIN. GRADE AND CROSS SLOPE: 2% 2. CLEAR ACCESS OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONAL MATERIAL. 3. GRADE THE ROAD SUBGRADE SO THAT THE ACCESS WILL NOT DRAIN OFF SITE. 4. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD, SEDIMENT, ETC. FROM LEAVING THE SITE. SHOULD MUD/SEDIMENT BE TRACKED OR WASHED INTO THE PUBLIC ROAD IT SHALL BE REMOVED IMMEDIATELY. ADJACENT ROLLS SHALL TIGHTLY ABUT 12" DIA. STRAW WATTLES SECTION SILT FENCE TUCKED UNDER STRAW WATTLE SILT FENCE SILT FENCE ENTRENCHED 3" FLOW THIS AREA MAY BE USED AS A LOADING ZONE FROM OLD WILSON ROAD AT THE OPTION OF THE CONTRACTOR EROSION CONTROL BARRIER1NOT TO SCALE VEHICLE TRACKING PAD02NOT TO SCALE X X X X X X X X X X X G G G MISCELLANEOUS DEMOLITION PLAN C-1 Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Land Surveying Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c ROCKY HILL GREENWAY 254 Old Wilson Rd Northampton, MA BID DOCUMENTS PINE GROVE GOLF COURSE PHASE I RESTORATION 1"=150' MET CMC POND CONTROL STRUCTURE TO REMAIN REMOVE & DISPOSE OF WOODEN FOOTBRIDGE REMOVE & DISPOSE OF WOODEN FOOTBRIDGE REMOVE & DISPOSE OF CONCRETE FOOTBRIDGE REMOVE & DISPOSE OF (2) BRICK STAIRWAYS LOAM & SEED DISTURBED AREAS WITH RESTORATION MIX REMOVE & DISPOSE OF (1) 12"X12" CONC. BLOCK (4) CONC. BLOCK STEPS (1) 3" STEEL PIPE POST ALL BOULDERS TO REMAIN REMOVE & DISPOSE OF PILE OF HDPE PIPE REMOVE AND DISPOSE OF WATER STATION & SIGNS ATTACHED TO TREES REMOVE AND DISPOSE OF LOOSE DEBRIS REMOVE & DISPOSE OF METAL POLE REMOVE AND DISPOSE OF WATER STATION & SIGNS ATTACHED TO TREES REMOVE AND DISPOSE OF 35' (±) CONCRETE CURB WOOD FOOTBRIDGE TO REMAIN REMOVE & DISPOSE OF CONCRETE STEPS REMOVE AND DISPOSE OF BARBED WIRE AND STEEL GRID FENCE (APPROX. 500LF EACH) ALTERNATIVE 3 SEE NOTE 5 CULVERT CROSSING TO REMAIN REMOVE & DISPOSE OF CONCRETE FOOTBRIDGE CULVERT CROSSING TO REMAIN REMOVE TOP COURSE OF BLOCKS ON ABANDONED FOOTBRIDGE AND DISPOSE OF NOTES 1.ALL DISTURBANCE CAUSED BY DEMOLITION WORK SHALL BE STABILIZED WITH LOAM AND RESTORATION SEED MIX. FINAL GRADING SHALL RESULT IN SLOPES NO GREATER THAN 2H:1V, FOR SLOPES GREATER THAN 3H:1V, DISTURBED AREAS SHALL ALSO BE TREATED WITH EROSION CONTROL BLANKET WITH BIODEGRADABLE NETTING. PLASTIC NETTING WILL NOT BE ACCEPTED. 2.FOR REMOVAL OF FOOTBRIDGES, THE CONTRACTOR SHALL REMOVE THE SPAN AND ALL FOUNDATION BLOCKS ABOVE THE NORMAL WATER LINE OF THE STREAM. ABSOLUTELY NO DISTURBANCE BELOW THE WATER LINE SHALL BE PERMITTED. 3.FOR UNIT PRICE DEMOLITION ITEMS, ALL EROSION CONTROL AND RESTORATION WORK REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS SHALL BE INCLUDED IN THE BID PRICE. 4.ALL EXISTING STOCKPILES OF SOIL, COMPOST, AND MULCH WITHIN THE SITE MAY BE RE-USED WITH PRIOR APPROVAL OF THE ENGINEER. THESE MATERIALS SHALL NOT BE REMOVED FROM THE SITE. ON-SITE MATERIAL MEETING THE DEFINITION OF TOPSOIL IN THE SPECIFICATIONS MAY BE RE-USED WITHOUT TESTING. ALL IMPORTED TOPSOIL SHALL BE TESTED FOR CONFORMANCE WITH THE SPECIFICATIONS. 5.TWO LINES OF EXISTING FENCE (1 THREE-STRAND BARBED WIRE, 1 WIRE MESH) RUN ALONG THE NORTHERN PROPERTY LINE FOR A DISTANCE OF APPROXIMATELY 500 LF (LENGTH OF EACH FENCE TYPE, FENCES RUN IN PARALLEL). UNDER CONTRACT ALTERNATE 3, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL FENCING. THIS WORK SHALL INCLUDE FENCING BURIED IN THE GROUND. FENCING EMBEDDED IN EXISTING TREES SHALL BE CUT AT EACH EXPOSED END. THE CONTRACTOR SHALL PROVIDE A UNIT PRICE PER LINEAR FOOT OF FENCING OF WHATEVER TYPE REMOVED FOR ADDITIONAL WORK AND CHANGE ORDERS, WHICH SHALL BE INCLUSIVE OF ALL LABOR, EQUIPMENT, AND MATERIALS REQUIRED TO COMPLETE THE WORK. REMOVE TWO LARGE BLOCKS AT EXISTING DAM/WEIR POND DETAIL PLAN REMOVE & DISPOSE OF CONCRETE FOOTBRIDGE REMOVE & DISPOSE OF CONCRETE FOOTBRIDGE CONCRETE FOOTBRIDGE TO REMAIN UNTIL REVIEWED BY WAYNE REMOVE & DISPOSE OF CONCRETE FOOTBRIDGE REMOVE & DISPOSE OF CONCRETE FOOTBRIDGE CONTRACTOR ACCESS VIA EXISTING GRAVEL DRIVE ON ABUTTING PROPERTY THIS AREA MAY BE USED AS A LOADING ZONE FROM OLD WILSON ROAD AT THE OPTION OF THE CONTRACTOR FEBRUARY 26, 2020 0'150'75'300'450' SCALE 1"=150'-0" (if printed full size @ 24" x 36") X X X X X X X X X X X I I I I I I I I I I I I I I I I I I G G G D D D D D D D D D D D D D D D D D D D DRAINAGE AND IRRIGATION DEMOLITION PLAN C-2 Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Land Surveying Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c ROCKY HILL GREENWAY 254 Old Wilson Rd Northampton, MA BID DOCUMENTS PINE GROVE GOLF COURSE PHASE I RESTORATION 1"=150' MET CMC IRRIGATION STRUCTURE I-17 DRAINAGE STRUCTURE D-12 IRRIGATION PIPE STREAM CROSSING I-16 IRRIGATION STRUCTURE I-18 IRRIGATION STRUCTURE I-15 IRRIGATION PIPE STREAM CROSSING I-13 DRAINAGE STRUCTURE D-10 IRRIGATION STRUCTURE I-12 IRRIGATION STRUCTURE I-19 DRAINAGE STRUCTURE D-08 DRAINAGE STRUCTURE D-06 DRAINAGE STRUCTURE TO REMAIN D-01 DRAINAGE STRUCTURE D-05 IRRIGATION STRUCTURE I-04 DRAINAGE STRUCTURE D-03 IRRIGATION STRUCTURE I-03 IRRIGATION STRUCTURE I-01 DRAINAGE STRUCTURE D-15 IRRIGATION STRUCTURE I-02 NOTES 1.THIS SHEET SHOWS ALL KNOWN DRAINAGE STRUCTURES AND PIPE OUTLETS. THIS SHEET SHOWS ALL KNOWN IRRIGATION STRUCTURES AND EXPOSED PIPES. THE CONTRACTOR SHALL REMOVE ALL STRUCTURES, OUTLETS AND EXPOSED PIPES SHOWN ON THIS PLAN, EXCEPT THE TWO (2) DRAINAGE STRUCTURES AND ONE (1) OUTLET SHOWN TO REMAIN. 2.THE CONTRACTOR'S LUMP SUM PRICE FOR THE WORK SHALL INCLUDE THE REMOVAL OF 18 DRAINAGE STRUCTURES, 13 DRAIN OUTLETS, AND 19 IRRIGATION FEATURES (INCLUDING IRRIGATION STREAM CROSSINGS). THE CONTRACTOR SHALL PROVIDE A UNIT BID PRICE FOR EACH OF THESE UNITS FOR THE PURPOSE OF PRICING CHANGE ORDERS TO INCREASE OR REDUCE THE NUMBER OF REMOVALS. UNIT PRICES BID SHALL INCLUDE ALL WORK REQUIRED TO REMOVE AND DISPOSE OF MATERIALS AS DESCRIBED; BACKFILL, LOAM AND SEED WITH RESTORATION SEED MIX. 3.THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL DRAINAGE STRUCTURES OR IRRIGATION FEATURES FOUND. IF APPROVED AND DIRECTED BY THE ENGINEER IN WRITING, THE CONTRACTOR SHALL REMOVE THESE FEATURES AND THE OWNER WILL ISSUE A CHANGE ORDER BASED ON THE UNIT PRICE PER ITEM REMOVED. 4.ALSO SEE DEMOLITION NOTES ON SHEET C-1. 5.FOR DRAIN OUTLETS TO BE REMOVED, THE CONTRACTOR SHALL REMOVE ALL CONNECTED PIPES TO A POINT 15' FROM THE OUTLET END AND ABANDON REMAINING PIPE IN-PLACE. ABANDONED PIPE SHALL BE CUT AND CAPPED WITH A SECURE FITTING OR PLUGGED WITH HYDRAULIC CEMENT. 6.WHERE PIPE OUTLETS ARE RUN IN OR FROM A FRENCH DRAIN OR SIMILAR STONE-FILLED TRENCH, THE CONTRACTOR SHALL REMOVE STONE TO A POINT 15' FROM THE OUTLET POINT AND BACKFILL WITH ONSITE FILL OR SUITABLE SOIL. STONE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF. 7.FOR IRRIGATION STRUCTURES TO BE REMOVED, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF BOXES, INCLUDING ALL VALVES AND FITTINGS, CUT AND CAP ALL PIPES, BACKFILL LOAM AND SEED WITH RESTORATION SEED MIX. 8.FOR IRRIGATION CROSSINGS, REMOVE AND DISPOSE OF ALL EXPOSED PIPE, SUPPORTS, SPANS,LOGS, STRAPS, AND CONCRETE BLOCKS ABOVE THE WATER LINE. CUT AND CAP UNDERGROUND PIPE IN BOTH DIRECTIONS. ABSOLUTELY NO DISTURBANCE BELOW THE WATER LINE. IRRIGATION STRUCTURE I-10 IRRIGATION STRUCTURE I-09 4" HDPE OUTLET TO REMAIN DRAINAGE STRUCTURE TO REMAIN D-02 DRAINAGE STRUCTURE D-18 6" HDPE OUTLET REMOVAL TO BE CONFIRMED BY ENGINEER PRIOR TO WORK DRAINAGE STRUCTURE D-19 4" HDPE OUTLET DRAINAGE STRUCTURE D-14 REMOVAL TBD APPARENT 4" HDPE CONNECTION CONSTRUCT CRUSHED STONE CHECK DAM AT OUTLET POINT OF SWALE 4" HDPE OUTLET DRAINAGE STRUCTURE D-13 (1) 4" HDPE OUTLET (1) 6" HDPE OUTLET IRRIGATION STRUCTURE I-14 DRAINAGE STRUCTURE D-16 6" HDPE OUTLET DRAINAGE STRUCTURE D-11 DRAINAGE STRUCTURE D-20 IRRIGATION STRUCTURE I-05 DRAINAGE STRUCTURE D-07 IRRIGATION STRUCTURE I-08 (1) 4" HDPE OUTLET (1) 6" HDPE OUTLET 6" HDPE OUTLET FRENCH DRAIN - OUTLET NOT FOUND IRRIGATION STRUCTURE I-07 IRRIGATION PIPE STREAM CROSSING I-11 IRRIGATION PIPE STREAM CROSSING I-06 DRAINAGE STRUCTURE D-04 DRAINAGE STRUCTURE D-17 FEBRUARY 26, 2020 0'150'75'300'450' SCALE 1"=150'-0" (if printed full size @ 24" x 36") D D D D DDD D D D IRRD D D POND DETAIL PLAN Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Land Surveying Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c ROCKY HILL GREENWAY 254 Old Wilson Rd Northampton, MA BID DOCUMENTS PINE GROVE GOLF COURSE PHASE I RESTORATION 1"=40' MET CMC POSSIBLE 4" OUTLET VERIFY IN FIELD & REMOVE SEE NOTE 1 NOTES 1.FOR EACH DRAIN OUTLET PIPE TO BE REMOVED, THE CONTRACTOR SHALL PERFORM EXPLORATORY EXCAVATION TO EXPOSE PIPE. CUT, REMOVE, AND DISPOSE OF A MINIMUM OF 15 LINEAR FEET OF PIPE. PLUG OR CAP CUT PIPE END, BACKFILL TRENCH WITH EXCAVATED MATERIAL AND COMPACT. LOAM & SEED DISTURBED AREA USING EXCAVATED TOPSOIL. PLACE STRAW WATTLE, STAKED IN PLACE, BETWEEN DISTURBED AREA AND POND. REMOVE WATTLE AFTER DISTURBED AREA IS FULLY STABILIZED. SEE NOTE 2 ON C-2 REGARDING PAYMENT FOR REMOVAL OF OUTLET PIPES. NO ADDITIONAL PAYMENT FOR EXPLORATORY WORK TO CONFIRM EXISTENCE OF POSSIBLE OUTLETS. 2.THE SITE CONTAINS MANY "LARGE BLOCKS" CONSISTING OF 2' x 2' x 6' CONCRETE BLOCKS. LARGE BLOCKS WILL BE REMOVED BY OTHERS (N.I.C.) AND SHALL BE LEFT IN PLACE BY THE CONTRACTOR. REMOVAL OF ALL OTHER CONCRETE DEBRIS SHOWN ON THIS PLAN SHALL BE REMOVED UNDER THE LUMP SUM CONTRACT PRICE. 3.ALL NOTES WRITTEN ON OTHER SHEETS RELATED TO THE SCOPE OF WORK SHOWN ON THIS SHEET SHALL APPLY EQUALLY TO THE WORK SHOWN HERE. 4.ABSOLUTELY NO DISTURBANCE OF THE EXISTING EARTH DAM SHALL BE PERMITTED. 5.THE CITY DPW WILL REMOVE APPROXIMATELY 80 LARGE BLOCKS MAKING UP AN EXISTING RETAINING WALL AT THE LOCATION INDICATED ON THE PLANS. THE CONTRACTOR SHALL COORDINATE WITH DPW TO PROVIDE SITE ACCESS AS REQUIRED. THE CONTRACTOR SHALL RE-GRADE WITH ON-SITE MATERIAL TO ELIMINATE ANY SLOPES STEEPER THAN 3H:1V WHERE EXISTING BLOCKS ARE REMOVED. THE CONTRACTOR SHALL STABILIZE ALL DISTURBANCE CAUSED BY THIS WORK WITH LOAM AND RESTORATION SEED MIX. REMOVE 4" OUTLET SEE NOTE 1 POSSIBLE 4" OUTLET VERIFY IN FIELD & REMOVE SEE NOTE 1 REMOVE 4" OUTLET SEE NOTE 1 EXISTING 15" OVERFLOW PIPE TO REMAIN (2) EXISTING DRAIN OUTLETS TO REMAIN REMOVE AND DISPOSE OF CONCRETE BLOCKS, PIPE, LUMBER & OTHER MISC. LOOSE DEBRIS DEMOLISH TIMBER WALLS, ROOF & DOORS REMOVE AND DISPOSE OF WOOD SHELVES & LOOSE DEBRIS INSIDE STRUCTURE OF PUMP HOUSE CONCRETE FOUNDATION/RETAINING WALL TO REMAIN TOTALLY UNDISTURBED CUT & CAP EXISTING PIPES AT GROUND LEVEL OR FACE OF WALL, INCLUDING UPPER PIPE PENETRATING STRUCTURE WALL REMOVE AND DISPOSE OF CONCRETE BLOCK/BEAMS & OTHER MISC. LOOSE DEBRIS REMOVE EXISTING IRRIGATION PIPE CROSSING INCLUDING PIPE, LOG, STRAPS, AND CONCRETE BLOCKS CUT AND CAP UNDERGROUND PORTION OF PIPE IN BOTH DIRECTIONS REMOVE STREAM CROSSING SEE SHEET C-1 LARGE BLOCK WALL, APPROX. 12 BLOCKS TO BE REMOVED BY OTHERS (N.I.C.) LARGE BLOCK WALL, APPROX. 80 BLOCKS TO BE REMOVED BY OTHERS (N.I.C.) RE-GRADE, LOAM & SEED (SEE NOTE 5) DRY LAID STONE WALL TO REMAIN (TYP.) REMOVE & DISPOSE OF HDPE PLANTERS APPROX. 12-15 PLANTERS CONCRETE STAIR TO REMAIN REMOVE AND DISPOSE OF (2)LOOSE UTILITY POLES SMALL BLOCK/BEAM RETAINING WALL APPROX. 150 LINEAR FEET TO REMAIN 36-48" HIGH SMALL BLOCK/BEAM RETAINING WALL APPROX. 80 LINEAR FEET TO REMAIN REMOVE 4" OUTLET SEE NOTE 1 POSSIBLE 4" OUTLET VERIFY IN FIELD & REMOVE SEE NOTE 1 DRAIN STRUCTURE TO BE REMOVED (TYP.) SEE SHEET C-2 IRRIGATION STRUCTURE TO BE REMOVED SEE SHEET C-2 REMOVE IRRIGATION STRUCTURE 9, 10 SEE SHEET C-2 REMOVE 4" OUTLET SEE NOTE 1 REMOVE & DISPOSE OF WOODEN FOOTBRIDGE REMOVE & DISPOSE OF CONCRETE FOOTBRIDGE REMOVE TOP COURSE OF BLOCKS ON ABANDONED FOOTBRIDGE AND DISPOSE OF REMOVE TWO LARGE BLOCKS ABOVE WATER LINE AT EXISTING DAM/WEIR POND OUTLET CONTROL SEE DETAIL SHEET C-7 C-3 FEBRUARY 26, 2020 0'150'75'300'450' SCALE 1"=150'-0" (if printed full size @ 24" x 36") X X X X X X X X X X X G G G G GOLF GREEN SCARIFICATION PLAN (ALTERNATE 1) Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Land Surveying Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c ROCKY HILL GREENWAY 254 Old Wilson Rd Northampton, MA BID DOCUMENTS PINE GROVE GOLF COURSE PHASE I RESTORATION 1"=150' MET CMC OLD WILS ON ROAD NOTES 1.THE WORK SHOWN ON THIS SHEET SHALL BE INCLUDED IN THE SCOPE OF WORK FOR CONTRACT ALTERNATE 1. THIS WORK SHALL PROCEED ONLY IF DIRECTED IN WRITING BY THE OWNER. 2.AREAS SHOWN AS HATCHED ON THIS SHEET SHALL BE MECHANICALLY SCARIFIED WITH A TURF PLUG AERATOR. AERATOR SHALL PULL PLUGS OF SOIL 0.5-0.75" DIAMETER SPACED 3-6" O.C. THROUGHOUT THE ENTIRE AREA INDICATED TO BE SCARIFIED. AFTER SCARIFICATION, CONSTRUCTION VEHICLES AND EQUIPMENT SHALL BE KEPT OFF OF SCARIFIED SOILS FOR THE DURATION OF CONSTRUCTION. 3.THE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR RE-SEEDING SCARIFIED AREAS. SEEDING TO BE DONE BY OTHERS (N.I.C.). 4.APPROXIMATE TOTAL SCARIFICATION AREA 80,000 SF. THE CONTRACTOR SHALL PROVIDE A UNIT PRICE FOR ADDITIONAL WORK AND CHANGE ORDERS, WHICH SHALL BE INCLUSIVE OF ALL LABOR, EQUIPMENT, AND MATERIALS REQUIRED TO COMPLETE THE SCARIFICATION. AREAS WILL BE ESTIMATED BY THE ENGINEER FROM AERIAL PHOTOS UNLESS THE AREA IS OBSCURED (I.E. BY TREE COVER). MECHANICALLY SCARIFY EXISTING GREENS AND OTHER AREAS AS HATCHED. SEE NOTE. C-4 FEBRUARY 26, 2020 0'150'75'300'450' SCALE 1"=150'-0" (if printed full size @ 24" x 36") X X X X X X X X X X X G G LARGE-SCALE SCARIFICATION PLAN (ALTERNATE 2) Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Land Surveying Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c ROCKY HILL GREENWAY 254 Old Wilson Rd Northampton, MA BID DOCUMENTS PINE GROVE GOLF COURSE PHASE I RESTORATION 1"=150' MET CMCOLD WILSON ROADBARBED WIRE/6X6 MESH FENCE OAK, PINE, MAPLE AND BIRCH CLUSTER TO REMAIN NOTES 1.THE WORK SHOWN ON THIS SHEET SHALL BE INCLUDED IN THE SCOPE OF WORK FOR CONTRACT ALTERNATE 2. THIS WORK SHALL PROCEED ONLY IF DIRECTED IN WRITING BY THE OWNER. 2.PRIOR TO THE START OF WORK, A PORTION OF THE EXISTING WHITE PINE TREES WILL BE FELLED BY THE OWNER (WORK BY OTHERS, N.I.C.). UNDER THIS ALTERNATE, THE CONTRACTOR SHALL SCARIFY THE AREAS INDICATED ON THE PLANS BY DRAGGING A RECENTLY-FELLED WHITE PINE TREE WITH A TREE SKIDDER. THE TREE WILL BY CUT BY OTHERS (N.I.C.). THE TREE(S) USED SHALL HAVE MINIMUM DIAMETER 18" AND MINIMUM LENGTH 12'. THE CONTRACTOR MAY UTILIZE A TRACKED OR WHEELED SKIDDER MEETING THE REQUIRED CAPACITY. 3.THIS PLAN INDICATES THE AREAS ELIGIBLE FOR SCARIFICATION. THE CONTRACTOR SHALL SCARIFY AS MUCH OF THIS AREA AS POSSIBLE IN 16 HOURS OF OPERATION, BUT WILL NOT BE REQUIRED TO SCARIFY ALL AREAS SHOWN IF SUCH WORK CANNOT BE COMPLETED IN 16 HOURS OF OPERATION .THE CONTRACTOR SHALL SCARIFY IN AN ORDERLY PATTERN SO AS TO MAXIMIZE THE AREA SCARIFIED. AT A MINIMUM, THE ENTIRETY OF THE AREA LABELED "SCARIFY AND FENCE, SEE SHEET C-6" SHALL BE SCARIFIED. 4.AREAS WITHIN 100' OF A STREAM SHALL NOT BE SCARIFIED, EXCEPT TO THE EXTENT THAT SUCH SCARIFICATION IS INCIDENTAL TO THE MOVEMENT OF VEHICLES AND EQUIPMENT. 5.SEE ALSO NOTE 6.4 ON SHEET C-0. 50% OF TREES TO BE CUT BY OTHERS (N.I.C.) TRUNKS, BRANCHES, & DEBRIS TO BE LEFT ON-SITE OAK, PINE, MAPLE AND BIRCH CLUSTER TO REMAIN SCARIFY SCARIFY SCARIFY AND FENCE SEE SHEET C-6 SCARIFY SCARIFY SCARIFY SCARIFY SCARIFY C-5 FEBRUARY 26, 2020 0'150'75'300'450' SCALE 1"=150'-0" (if printed full size @ 24" x 36") THIS AREA TO BE FENCED (SEE SHEET C-6) BUT SHALL NOT BE SCARIFIED D DEER FENCE DETAILS Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Land Surveying Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c ROCKY HILL GREENWAY 254 Old Wilson Rd Northampton, MA BID DOCUMENTS PINE GROVE GOLF COURSE PHASE I RESTORATION NTS MET CMC NOTES 1.FENCE SHALL BE CONSTRUCTED 6-8 FEET AWAY FROM FOREST EDGE TO ALLOW DEER TO SAFELY MANEUVER ALTERNATIVE ROUTE. 2.USE 2-FENCE CONFIGURATION TO CREATE A DOUBLE LAYERED FENCE SPACED 36" TO 60" APART. INNER (3-WIRE) FENCE SHALL BE GALVANIZED FENCE WIRE. OUTER (BAITED SINGLE WIRE) SHALL BE 1 2" WIDE POLYTAPE. 3.POLYTAPE WIRE SHALL BE BAITED WITH "ELECTRIC FENCE DEER POP BAIT STATIONS" IMMEDIATELY AFTER INSTALLATION. BAIT SHALL BE HUNG ON THE FENCE AT 20-40' INTERVALS. 4.FENCE SHALL BE CHARGED WITH A SOLAR UNIT PLACED IN A SOUTH-FACING LOCATION AWAY FROM TREE SHADING IN A LOCATION APPROVED BY THE ENGINEER. 5.WARNING SIGNS SHALL BE POSTED APPROXIMATELY EVERY 200' AROUND THE PERIMETER OF THE FENCE WITH TEXT READING "WARNING: ELECTRIC FENCE" 6.AFTER FENCE IS INSTALLED THE ENTIRE LENGTH OF THE FENCE SHALL BE WALKED TO ENSURE THAT THERE IS NO BRUSH OR OBSTRUCTIONS MAKING CONTACT WITH THE WIRE. 7.EXCEPT AS REQUIRED HERE AND IN THE TECHNICAL SPECIFICATION, FENCE CONSTRUCTION SHALL COMPLY WITH THE RECOMMENDATIONS OF THE ENERGIZED FENCING HANDBOOK FOR HIGH-TENSILE DEER EXCLUSION FENCE , PUBLISHED BY THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES GROUND RODS SOLAR ENERGIZER CONNECT WIRES OUTER FENCE (1 2" POLYTAPE) INNER FENCE (GALVANIZED HIGH TENSILE WIRE) GROUND WIRE FIBERGLASS POST WITH FACTORY-DRILLED HOLES ROUND OR "T" SHAPED OUTER FENCE (BAITED) I/2" POLYTAPE INNER FENCE (GALVANIZED FENCING WIRE)10"(MAX.)24"18"48"30'24"FIBERGLASS POST 3'INNER FENCE (GALVANIZED FENCING WIRE)36"C-6 FEBRUARY 26, 2020 TREE PLANTING ZONE APPROX. PERIMETER: 1,200 FEET PROTECTED SCARIFICATION ZONE APPROX. PERIMETER: 1,500 FEET GATE (TYP. OF 3) ELECTRIC DEER FENCE3NOT TO SCALE BAITED "DEER POP"1 NOT TO SCALE NOTES 1.DEER POP SHALL BE MADE OF CONDUCTIVE METAL AND BAITED WITH FOOD-SCENTED DEER LURE. 2.DEER POPS SHALL BE HUNG FROM POLYTAPE OUTER FENCE LINE SPACED AT 30 FEET. ELECTRIC FENCE WARNING SIGN2NOT TO SCALE RUN WIRE THROUGH POST HOLES OR ATTACH WIRE WITH COTTER PINS ATTACH POLYTAPE WITH HDPE FENCING CLIPS POND OUTLET STRUCTURE DETAILS NTS MET CMC TOP VIEW Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 FAX (413) 582-7005 Landscape Architecture Civil Engineering Planning Berkshire Group Design Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Land Surveying Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c ROCKY HILL GREENWAY 254 Old Wilson Rd Northampton, MA BID DOCUMENTS PINE GROVE GOLF COURSE PHASE I RESTORATION 36"36"12"60"60"36"12"6.5"36"WOODEN RAIL IN OUTLET SLOT A DETAIL A 36"OUTLET PIPE37"60"26"OUTLET SLOT49"75"75"26"OUTELET SLOT37"36" 12" OPENING 60" SIDE VIEW 36"75"37"44"36" 12" 36" 48" 60"36"60"36"46"12"7"36" 48"6"6" 60"12"TOTAL SLOT OPENING1 2"75"44"31"36"37"60" 48" (4) STAINLESS STEEL ANGLES 2"X 2"X 1 8" BOLTED TO SIDES OF OUTLET SLOT LEAVE 1 2" GAP FOR FUTURE CONTROL PLATE 8"EFFECTIVEOPENINGSECURE GRATE TO STRUCTURE WITH 1 2" STAINLESS STEEL WEDGE BOLTS C-7 FEBRUARY 26, 2020 48" SQUARE GALVANIZED STEEL GRATE BOLTED TO EXISTING CONCRETE STRUCTURE EXISTING CONTROL STRUCTURE1NOT TO SCALE FRONT VIEW (FROM POND) TOP OF STRUCTURE EXTENT OF STRUCTURE BELOW GROUND IS UNKNOWN 6.5' BETWEEN WOOD RAILS TOP VIEW SIDE VIEW FRONT VIEW (FROM POND) EXTEND SLOT VERTICALLY BY 18" (FROM 26" TO 44" TOTAL LENGTH) MAINTAIN EXISTING WIDTH FURNISH & INSTALL ANGLE IRON SEE INSET DETAIL ABOVEOUTLET SLOTCONTROL STRUCTURE MODIFICATIONS1NOT TO SCALE NOTES 1.THE CONTRACTOR SHALL CUT THE EXISTING OUTLET CONTROL STRUCTURE TO EXTEND THE RECTANGULAR WEIR TO AN INVERT ELEVATION EQUAL TO THE GROUND ELEVATION IN THE POND (APPROXIMATELY 18" BELOW EXISTING INVERT). 2.REPLACE EXISTING WOOD RAILS WITH STAINLESS STEEL RAILS CONSTRUCTED OF 2"x2"x 1 8" STAINLESS ANGLE IRON. 3.OVERFLOW OPENING TO BE PROTECTED WITH GALVANIZED STEEL GRATE, PEDESTRIAN RATED, AND BOLTED IN PLACE. Northampton Designs with Nature Conceptual Design Summary Appendix C – Culvert Photographic Log Photographic Log Page 1 of 4 Client Name: City of Northampton – Department of Planning and Sustainability Site Location: Pine Grove – Open Space Master Plan Northampton, MA Project No. 15.0166826.00 Photo No. 1 Date: 4/6/2020 Direction Photo Taken: Facing northwest Description: Old Wilson Road culvert, downstream side. Photo No. 2 Date: 4/6/2020 Direction Photo Taken: Facing south Description: Culvert “North”, located approximately 150 feet downstream from Old Wilson Road, view of upstream side. Photographic Log Page 2 of 4 Client Name: City of Northampton – Department of Planning and Sustainability Site Location: Pine Grove – Open Space Master Plan Northampton, MA Project No. 15.0166826.00 Photo No. 3 Date: 4/6/2020 Direction Photo Taken: Facing south Description: Upper Pond outlet and culvert structure, view of upstream side. Photo No. 4 Date: 4/6/2020 Direction Photo Taken: Facing north Description: Weir structure, view of downstream side. Photographic Log Page 3 of 4 Client Name: City of Northampton – Department of Planning and Sustainability Site Location: Pine Grove – Open Space Master Plan Northampton, MA Project No. 15.0166826.00 Photo No. 5 Date: 4/6/2020 Direction Photo Taken: Facing south Description: View of Lower Pond Photo No. 6 Date: 4/6/2020 Direction Photo Taken: Facing west Description: Lower Pond outlet structure, view of downstream side. Photographic Log Page 4 of 4 Client Name: City of Northampton – Department of Planning and Sustainability Site Location: Pine Grove – Open Space Master Plan Northampton, MA Project No. 15.0166826.00 Photo No. 7 Date: 4/6/2020 Direction Photo Taken: Facing south Description: Footbridge at southern end of Site Northampton Designs with Nature Conceptual Design Summary Appendix D – Stream Channel and Riparian Corridor Habitat Characteristics Report June 5, 2020 GZA File No. 15.0166826.00 Stream Channel and Riparian Corridor Habitat Characteristics Page | 1 Proactive by Design Stream Channel and Riparian Corridor Habitat Characteristics Pine Hill Golf Course Environmental Scientists from GZA GeoEnvironmental Inc. (GZA) conducted a site visit to the former Pine Grove Golf Course (the Site) to assess the on-site stream channel condition and riparian corridor habitat characteristics of Nashawannuck Brook on April 6th, 2020. Assessment methodologies were adapted from the U.S. Environmental Protection Agency’s (EPA’s) Rapid Bioassessment Protocols for use in Streams and Wadeable Rivers, Second Edition (EPA-241-B-99-002). The evaluated parameters included information on: substrate/available cover, embeddedness, flow rate, velocity and depth combinations, channel alteration, bottom scour and deposition, frequency of riffles or bends, bank stability, and streamside cover. An overall score for definable reaches of Nashawannuck Brook will be derived from the ten (10) investigated independent parameters to characterize the overall habitat and biological diversity of the existing stream channel. A description and scoring for nine (9) reaches, as shown in Figure 1, is presented below. Figure 1. Approximate Reach Locations June 5, 2020 GZA File No. 15.0166826.00 Stream Channel and Riparian Corridor Habitat Characteristics Page | 2 Proactive by Design Stream Habitat Section 1 Location:Starting at Old Wilson Road and ending at US end of first culverted crossing General Description:A short, approximately 150 ft section of the brook starting with a culvert scour pool downstream of Old Wilson Road. This section shows a higher degree of sinuosity compared to other downstream (DS) sections and has a small area of floodplain. The channel is overly narrow and historically straightened. Stream bed substrates are comprised of silt, sand and gravel with some cobbles. Banks are eroded and occasionally undercut. There is a high amount of instream vegetation. Photos: Habitat Scores: Available Cover Embedded Velocity / Depth Sediment Deposition Wetted Area Channel Alteration Riffle Frequency Bank Stability Bank Veg.Riparian Veg. 10 9 8 13 15 14 3 8, 6 1,1 0,0 Substrate:40% Gravel, 30% Sand, 20% Silt, 10% Clay Channel Character:90% Run, 10% Pool Instream Features:50% Aquatic Plants Overall Habitat Quality: Score = 8.8 Rating = Fair June 5, 2020 GZA File No. 15.0166826.00 Stream Channel and Riparian Corridor Habitat Characteristics Page | 3 Proactive by Design Stream Habitat Section 2 Location:Starting at the first culverted crossing and ending DS of the third cart crossing General Description:A 400 ft section of straightened stream channel starting DS of the first culvert and ending DS of the third crossing where slack water begins. This section appears to have been straightened in the past and a narrow floodplain bench is present along portions of the stream corridor where the banks have slumped. Stream bed substrates are comprised of silt, sand and gravel. Banks are eroded and occasionally undercut. There is a high amount of instream vegetation. Photos: Habitat Scores: Available Cover Embedded Velocity / Depth Sediment Deposition Wetted Area Channel Alteration Riffle Frequency Bank Stability Bank Veg.Riparian Veg. 10 12 10 14 13 13 5 6, 8 1, 1 0, 0 Substrate:50% Gravel, 30% Sand, 20% Silt Channel Character:80% Run, 15% Riffle, 5% Pool Instream Features:60% Aquatic Plants, 10% Shading Overall Habitat Quality: Score = 9.3 Rating = Fair June 5, 2020 GZA File No. 15.0166826.00 Stream Channel and Riparian Corridor Habitat Characteristics Page | 4 Proactive by Design Stream Habitat Section 3 Location:Starting at the slack water DS of the third cart crossing and ending at former pond General Description:A 275 ft section of straightened stream channel starting DS of the third crossing where slack water begins and ending where cattail has impounded the stream. This section has less of a floodplain compared to upstream sections and is slightly impounded by a cattail-filled portion of wetland within the formerly impounded area downstream. Stream bed substrates are comprised of silt deposited over coarser substrates. The banks are less eroded in this section due to the long-term bank full conditions. There is a high amount of instream sedimentation in this section. Photos: Habitat Scores: Available Cover Embedded Velocity / Depth Sediment Deposition Wetted Area Channel Alteration Riffle Frequency Bank Stability Bank Veg.Riparian Veg. 4 9 9 5 15 13 7 7, 7 1, 1 0, 0 Substrate:100% Silt Channel Character:100% Pool Instream Features:10% Aquatic Plants, 10% Leaf Litter Overall Habitat Quality: Score = 7.8 Rating = Fair June 5, 2020 GZA File No. 15.0166826.00 Stream Channel and Riparian Corridor Habitat Characteristics Page | 5 Proactive by Design Stream Habitat Section 4 Location:Starting DS of the upper drained impoundment and ending at the irrigation pond General Description:A 700 ft section of stream channel starting DS of the culverts at the fifth stream crossing and location of former impoundment and ending at the irrigation pond. This section has a noticeably steeper gradient, coarser substrates, and increased shading. The banks are eroded in places and there are several constructed instream and bank impairments along this reach. A small area of sediment deposition was noted where the stream now enters the partially lowered pond. Photos: Habitat Scores: Available Cover Embedded Velocity / Depth Sediment Deposition Wetted Area Channel Alteration Riffle Frequency Bank Stability Bank Veg.Riparian Veg. 15 16 15 15 15 15 17 8, 8 5, 5 4, 4 Substrate:20% Boulder, 40% Cobble, 30% Gravel, 10% Sand Channel Character:50% Rapid, 20% Riffle, 20% Run, 10% Pool Instream Features:5% Woody Debris, 10% Exposed Stones, 30% Shading Overall Habitat Quality: Score = 12.6 Rating = Good June 5, 2020 GZA File No. 15.0166826.00 Stream Channel and Riparian Corridor Habitat Characteristics Page | 6 Proactive by Design Stream Habitat Section 5 Location:Starting DS of the irrigation pond and ending near stream crossing #9 General Description:A 250 ft section of heavily altered stream channel starting DS of the perched culvert that drains the irrigation pond. This section begins with a large plunge pool located below the perched pond outlet. The section has a moderately steep gradient, coarse substrates, and increased shading. The banks are lined with boulders and constructed. Coarse trap rock was placed along the length of the banks inland of the banks and a filter fabric was installed during a prior excavation of the channel. The stream substrate is a mix of native stone and angular trap rock. Photos: Habitat Scores: Available Cover Embedded Velocity / Depth Sediment Deposition Wetted Area Channel Alteration Riffle Frequency Bank Stability Bank Veg.Riparian Veg. 11 11 9 16 16 1 4 7, 7 0, 0 6, 3 Substrate:10% Boulder, 60% Cobble, 30% Gravel Channel Character:10% Rapid, 10% Riffle, 60% Run, 20% Pool Instream Features:5% Woody Debris, 5% Exposed Stones, 60% Shading Overall Habitat Quality: Score = 9.1 Rating = Fair June 5, 2020 GZA File No. 15.0166826.00 Stream Channel and Riparian Corridor Habitat Characteristics Page | 7 Proactive by Design Stream Habitat Section 6 Location:Starting near crossing #9 of the irrigation pond and ending downstream of crossing #11 General Description:A 700 ft section of heavily altered stream channel starting DS of the removed crossing #9. This section was previously excavated, lined with fabric, has constructed boulder banks, and the riparian corridor is backfilled with trap rock gravel. The section has a moderately steep gradient, gravel substrates, and partial shading. The stream substrate is a mix of native stone and angular trap rock. Photos: Habitat Scores: Available Cover Embedded Velocity / Depth Sediment Deposition Wetted Area Channel Alteration Riffle Frequency Bank Stability Bank Veg.Riparian Veg. 9 12 6 15 15 1 6 8, 8 1, 1 2, 5 Substrate:100% Gravel Channel Character:70% Run, 30% Riffle Instream Features:5% Leaf Litter, 20% Shading Overall Habitat Quality: Score = 8.9 Rating = Fair June 5, 2020 GZA File No. 15.0166826.00 Stream Channel and Riparian Corridor Habitat Characteristics Page | 8 Proactive by Design Stream Habitat Section 7 Location:Starting near crossing #11 and ending at the tree line at the edge of the fairway General Description:A 250 ft section of stream channel starting DS of crossing #11. A portion of this section is partially pooled and has deeper water that supports larger fish than observed in other locations. The lower half of the section is shallower and wide and exhibits the altered straightening and bank modifications seen in other portions of the brook. This section no longer has the constructed boulder banks that were observed upstream. The section has mixed substrates, abundant leafy debris, and is roughly half pool and half riffle. Photos: Habitat Scores: Available Cover Embedded Velocity / Depth Sediment Deposition Wetted Area Channel Alteration Riffle Frequency Bank Stability Bank Veg.Riparian Veg. 12 7 11 8 16 10 5 8, 8 4, 4 1, 1 Substrate:20% Cobble, 10% Gravel, 30% Sand, 40% Silt Channel Character:50% Run, 10% Riffle, 40% Pool Instream Features:30% Leaf Litter, 15% Shading, 20% Aquatic Plants, 5% Woody Debris Overall Habitat Quality: Score = 9.5 Rating = Fair June 5, 2020 GZA File No. 15.0166826.00 Stream Channel and Riparian Corridor Habitat Characteristics Page | 9 Proactive by Design Stream Habitat Section 8 Location:Starting at the tree line at the edge of the fairway and ending at the property line General Description:A 300 ft section of stream channel starting at the forested edge along the southernmost fairway. This section, while in a more natural riparian corridor is still heavily modified and influenced by upstream flow restrictions. When the stream enters the woods, there is an immediate widening of the channel and its flood plain. The stream is deeply incised and disconnected from its former floodplain and now perched BVW. The banks are highly eroded, undercut and unstable. Sections of filter fabric are still present (visible in first photo below) from when the stream was excavated and lined during the 1990’s. The widening and erosion present is likely a result of the upstream modifications to the stream channel, the various drains throughout the former golf course, and the loss of bordering vegetated wetlands. The section has a variety of mixed substrates, abundant shading, and contains mostly run and pool habitat with some riffles. Photos: Habitat Scores: Available Cover Embedded Velocity / Depth Sediment Deposition Wetted Area Channel Alteration Riffle Frequency Bank Stability Bank Veg.Riparian Veg. 14 15 13 6 9 12 8 2, 1 2, 2 9, 9 Substrate:5% Boulder, 30% Cobble, 35% Gravel, 20% Sand, 10% Silt Channel Character:50% Run, 20% Riffle, 30% Pool Instream Features:5% Leaf Litter, 75% Shading, 10% Woody Debris Overall Habitat Quality: Score = 10.2 Rating = Good June 5, 2020 GZA File No. 15.0166826.00 Stream Channel and Riparian Corridor Habitat Characteristics Page | 10 Proactive by Design Stream Habitat Section 9 Location:Unknown tributary to Nashawannuck Brook General Description:A 475 ft section of stream channel starting at the forested edge along the southernmost fairway. This small intermittent stream is a tributary to Nashwannunck Brook and carries runoff from portions of the golf course as well as a large area of forested slope wetlands along the southern edge of the fairway. The stream is located in a white pine and mixed hardwood forest and has a more natural riparian corridor. The stream is deeply incised and heavily eroded. The section has a variety of mixed substrates, abundant shading and some woody debris. The stream mostly consists of shallow run habitat at the time of the site visit. Photos: Habitat Scores: Available Cover Embedded Velocity / Depth Sediment Deposition Wetted Area Channel Alteration Riffle Frequency Bank Stability Bank Veg.Riparian Veg. 7 4 3 3 7 14 3 2, 2 3, 3 9, 9 Substrate:5% Cobble, 20% Gravel, 50% Sand, 25% Silt Channel Character:90% Run, 5% Riffle, 5% Pool Instream Features:20% Leaf Litter, 90% Shading, 10% Woody Debris Overall Habitat Quality: Score = 6.9 Rating = Fair Northampton Designs with Nature Conceptual Design Summary Appendix E – Nashawannuck Brook HEC-RAS Model Report June 30, 2020 GZA File No. 15.0166826.00 Nashawannuck Brook HEC-RAS Model Report Page | 1 1.0 DATUMS Elevations in this appendix reference the vertical datum NAVD88. Locations in this appendix reference horizontal datum NAD83 Massachusetts Mainland State Plane Projection. Vertical and horizontal units are in feet, unless otherwise specified. 2.0 OBJECTIVE The objective of the hydrologic and hydraulic analysis was to evaluate flow paths, flow depths, flow velocities, and flow rates at the former Pine Grove Golf Course located at Old Wilson Road in Northampton, Massachusetts (Site) for existing and proposed conditions. GZA used the USACE’s HEC-RAS version 5.0.7 software to construct a hydraulic numerical model of the Site’s contributing watershed, which includes Nashawannuck Brook. 3.0 METHODOLOGY To evaluate the hydraulics of the site, GZA performed hydraulic simulations of various 24-hour storms. This analysis was performed using the two-dimensional, unsteady, mixed flow regimes within HEC-RAS. The HEC-RAS model was developed following these steps: 1.GZA identified the watershed extents using the USGS online software called StreamStats. 2.GZA imported digital terrain data and land cover data for the watershed extents. 3.GZA utilized field data and observations to edit the terrain data to create an “existing conditions” terrain. 4.GZA defined the model extents, called the 2D Flow Area, within HEC-RAS. 5.GZA assigned a grid size resolution and HEC-RAS generated a grid within the model extents. 6.GZA modified the grid using breaklines, which are used to align grid cells with significant topographic features, such as high points (i.e. ridges) and refinement regions, which are used to create different grid resolutions to better represent microtopography. 7.GZA added dams and culverts within the model extents. 8.GZA added boundary conditions. Boundary conditions can be locations of incoming or outgoing flow. Incoming flow was modeled as rainfall over the entire model extents. Outgoing flow was modeled using Manning’s equation at the downstream edge of the model extent. HEC-RAS uses the terrain data, land cover data, and grid to generate cross sections at each grid face and storage- elevation curves for each grid cell. Once the boundary conditions and grid are complete, GZA was able to route flow through the model extents. GZA simulated the 24-hour storms by adding a precipitation boundary condition to the model. HEC-RAS computes the volume of water added to each grid cell and routes the water through the cells. The routing depends on variations in channel valley geometry/storage, roughness, lateral inflows/outflows, acceleration effects, and hydraulic structures such as dams and culverts. Inundation mapping was then developed from the results from the HEC-RAS simulation. The inundation area is calculated by HEC-RAS and can be exported to ArcMap (GIS). The inundation areas are calculated by comparing the ground elevation to the maximum water surface elevations. Water surface elevations are linearly interpolated between grid faces. In those areas where the water surface elevation is greater than the ground elevation, the area is considered inundated. June 30, 2020 GZA File No. 15.0166826.00 Nashawannuck Brook HEC-RAS Model Report Page | 2 The timing and extent of flooding at various locations can be extracted from HEC-RAS. Information such as peak flows, maximum water surface elevations (i.e., stage), and flow paths are useful outputs extracted from the model. 4.0 WATERSHED MODEL DESCRIPTION The watershed for the Pine Grove Golf Course was delineated along the Nashawannuck Brook, slightly downstream of the golf course limits. Nashawannuck Brook is a small tributary to the Manhan River, with headwaters north of Rocky Hill Road (State Route 66) between Florence Road and the Ice Pond Drive in Northampton, Massachusetts. Nashawannuck Brook flows through Pine Grove Golf Course discharging to the Manhan River about 2.0 miles downstream of Old Wilson Road. The watershed is approximately 0.5 square miles. The area upstream of State Route 66 is mostly forested and residential. The area between State Route 66 and Old Wilson Road is a forested wetland which has been impacted by development and transmission lines. The area downstream of Old Wilson Road includes forest and the golf course. 4.1 2D FLOW AREA The perimeter of the 2D Flow Area is the watershed boundary, as computed with USGS StreamStats v4.3.11. The 2D flow area consists of a grid of 15,620 cells with an average cell size of about 40 feet by 40 feet (see Figures 1 and 2). Breaklines were used to align grid cell edges with high ground, such as roadways and ridges. The 2D flow area was linked with a terrain. The terrain was created from LiDAR data captured in 20151 with 1-meter spacing. GZA downloaded the LiDAR data from NOAA Data Access Viewer website which mosaiced, reprojected, and clipped the data. GZA compared the LiDAR data with cross section data from GZA’s field survey. The LiDAR data did not capture the minimum streambed elevations at all locations, however, the elevations were close enough for the purposes of this analysis, in GZA’s opinion. The LiDAR data included some stream crossings that have been removed from the Site. GZA removed the stream crossings from the terrain model. The 2D flow area was also linked with spatial land use data (see Figure 3). The land use data is a statewide dataset based on imagery captured in 20162. The land use dataset was downloaded from MassGIS and imported to HEC-RAS. GZA assigned a Manning’s n value to each land use type3. The Manning’s n values ranged from .025 to 0.16 and are summarized in the table below: Table 1: Manning’s n Values for Different Land Uses Land Use Manning’s n Land Use Manning’s n Bare Land 0.025 Palustrine Emergent Wetland 0.07 Deciduous Forest 0.16 Palustrine Forested Wetland 0.16 Developed Open Space 0.025 Palustrine Scrub/Shrub Wetland 0.16 Evergreen Forest 0.16 Pasture/Hay 0.03 Grassland 0.035 Scrub/Shrub 0.1 Impervious 0.025 Water 0.04 1 Maine and Massachusetts 2015 Q1 and Q2 LiDAR project, acquired April 9, 2020. 2 2016 Land Cover/Land Use data layer, published by MassGIS and NOAA OCM, acquired April 9, 2020. 3 Manning’s n Values for Various Land Covers to Use for Dam Breach Analyses, NRCS Kansas, July 12, 2017. June 30, 2020 GZA File No. 15.0166826.00 Nashawannuck Brook HEC-RAS Model Report Page | 3 4.2 POND Within GZA’s model extents is one existing pond (“Lower Pond”), which was constructed to provide irrigation. Lower Pond was modeled as a hydraulic structure within the 2D grid. The embankment geometry and elevation were extracted from the LiDAR data. GZA modeled the weir, drop inlet structure, and outlet pipe from the plans titled “Pine Grove Golf Course Phase I Restoration”, dated February 26, 2020, and from data collected in the field. 4.3 BRIDGES/CULVERTS GZA identified four (4) culverts and one (1) bridge crossing along the Nashawannuck Brook through the Pine Grove Golf Course. GZA modeled the culverts as hydraulic structures within the 2D grid. The flow through the culverts was calculated using culvert flow equations. Culverts or the storm drains at State Route 66 were not investigated as part of this model. The most upstream culvert modeled passes water under Old Wilson Road. The concrete circular culvert has an inside diameter of 30 inches. Old Wilson Road was incorporated into the 2D area as the top of the structure, with elevations of the roadway extracted from the terrain data. GZA estimated the culvert dimensions from field collected data. Downstream of Old Wilson Road there is circular corrugated metal culvert which pass under a gravel access road on the golf course property. Based on the field data, the culvert has an inside diameter of 27.5-inches. Field observations indicate that the culvert invert at the outlet is submerged by approximately 1 foot of water. The invert and access road elevations, estimated from LiDAR, were 220.0 and 222.4 feet, respectively. Further downstream an additional gravel access road spans Nashawannuck Brook with two culverts installed. The main pipe, 18-inch steel, was significantly blocked with debris at the time of the site visit. A secondary 31-inch corrugated plastic culvert is set at a higher elevation. This pipe appeared to discharge beneath the access road to a 42-inch concrete pipe, which then discharges downstream. The LiDAR shows the roadway top at elevation at 220.6 feet. GZA estimated the culvert inverts to be 215.5 and 216.3 feet, respectively. The last structure was a bridge built onto concrete waste blocks embedded in the channel bank. This bridge is also maintained for property access and maintenance. GZA estimated the bridge deck elevation to be 162.5 feet and modeled the stream channel as a concrete box culvert structure. The inverts were estimated from LiDAR to be 161.0 feet. See below of a summary of structures modeled: June 30, 2020 GZA File No. 15.0166826.00 Nashawannuck Brook HEC-RAS Model Report Page | 4 Table 1: Nashawannuck Brook at Pine Grove Culverts Culvert Shape Chart # Length (ft) Span (ft)1 Rise/Diameter (ft) 1 Inlet Elevation (ft-NGVD29) 2 Outlet Elevation (ft-NGVD29) 2 Description Culvert #1 Circular 1 – Concrete Pipe Culvert 66.1 NA 2.5 223.2 221.0 At Old Wilson Road, Inlet side not observed; outlet side flush with field stone headwall. Culvert #2 Circular 2 – Corrugated Metal Pipe Culvert 36 NA 2.29 220.0 219.5 Gravel access near Old Wilson Road Culvert #3 Circular 2 – Corrugated Metal Pipe 49.8 NA 1.5 215.5 214.1 Gravel access below “Upper Pond” Culvert #4 Circular 1 – Concrete Pipe Culvert 35 NA 2.58 216.3 214.4 Gravel access below “Upper Pond” Pond Structure Circular 2 – Corrugated Metal Pipe 75 NA 2.58 180.0 174.0 Lower Pond Bridge Access Box 8 – Flared Wingwalls 13.9 5 1 161.0 160.8 Bridge 1. Inside diameters measured by GZA field personnel. 2. Inlet and outlet elevations were estimated using terrain created from LiDAR. 5.0 DOWNSTREAM BOUNDARY CONDITION The model ends approximately 4,000 feet downstream of the Old Wilson Road culvert. The streambed slope at the downstream limit is approximately 0.7%. GZA assigned a normal depth boundary condition (i.e. Manning’s equation) with the measured slope. 6.0 PRECIPITATION BOUNDARY CONDITION The inflow boundary condition for the 2D Flow Area is precipitation, which was adjusted for each storm event. Precipitation depths were obtained from NOAA Atlas 14 Precipitation-Frequency Atlas of the United States Volume 10 Version 3, dated 2015 and revised 2019 (see Table 2). The depths were processed in the software WinTR-20 V3.2 to develop storm hyetographs that nest smaller duration storms within larger duration storms. GZA used the Curve Number Method to compute soil infiltration. The watershed’s hydrologic soil groups were acquired from the NRCS Web Soil Survey. The soil groups and land use data were used to determine an area weighted curve number for the watershed4. The computed curve number, 62, assumes good hydrologic condition for the soils. GZA used the curve number to calculate initial abstraction (i.e. losses before runoff begins). GZA used the HEC-HMS software to compute the infiltration losses for each storm hyetograph. Precipitation data in increments of 6 minutes were extracted from HEC-HMS and input to HEC-RAS as a boundary condition. 4 Table 2-2 in “Urban Hydrology for Small Watersheds”, Technical Release 55, Natural Resources Conservation Service, June 1986. June 30, 2020 GZA File No. 15.0166826.00 Nashawannuck Brook HEC-RAS Model Report Page | 5 Table 2: HEC-RAS Precipitation Inputs Recurrence Interval 24-hour Precipitation Depth (inches)24-hour Precipitation Excess (inches) 2-Year 3.11 0.56 10-Year 4.99 1.65 50-Year 7.02 3.12 100-Year 7.97 3.87 7.0 CALIBRATION Two benchmarks were established for calibrating the model: 1) the peak flow just upstream of Old Wilson Road, and 2) the peak flow at the model’s downstream limit. Peak flows were computed with USGS StreamStats, which uses regression equations and the parameters of drainage area, mean basin elevation, and percent storage to estimate peak flows for a watershed. GZA compared the StreamStats peak flows with stream gage data from “Magnitude of Flood Flows at Selected Annual Exceedance Probabilities for Streams in Massachusetts”5 and with the Flood Insurance Study from Hampshire County. The comparison confirmed that the peak flows from StreamStats were reasonable and would be used for model calibration. Table 3: Peak Flow Comparison Watershed StreamStats for Nashawannuck Brook Gage 1100800 Gage 1100900 Gage 1123160 Gage 01124750 Gage 1187850 Gage 1196990 DRNAREA (SQ. MI.) 0.5 0.74 0.70 0.72 0.49 0.56 0.30 SLOPE (%) 8.069 4.42 3.20 8.91 4.54 9.28 4.16 FOREST (%) 42.06 0.98 4.84 24.27 2.60 6.38 29.13 ELEV (FT) 243 203 97 936 778 715 1,903 LC06STOR (%) 5.95 2.01 22.12 4.09 8.64 0.31 0.00 LC11IMP (%) 4.61 1.17 8.12 0.13 2.06 0.29 1.04 WETLAND (%) 4.32 1.73 20.00 4.09 8.64 0.31 0.00 2-Year Flow (CFS) 23.2 (11.7 – 45.9)* 58 18 27 15 0 25 10-year Flow (CFS) 52.1 (25.3 – 107)* 97 35 40 34 0 36 100-year Flow (CFS) 104 (45.6 – 236)* 156 121 87 168 0 79 * Flows in parenthesis are the upper and lower range provided by StreamStats. GZA simulated the 2-year, 10-year, and 100-year storms in HEC-HMS and extracted the peak flow at each benchmark location. The simulations resulted in larger peak flows than those presented in StreamStats. GZA calibrated the Manning’s n values and the Curve Number to match the modeled peak flows to the peak flows from StreamStats. 5 “Magnitude of Flood Flows at Selected Annual Exceedance Probabilities for Streams in Massachusetts”, Scientific Investigations Report 2016- 5156, U.S. Geological Survey, Philip J. Zarriello, 2017. June 30, 2020 GZA File No. 15.0166826.00 Nashawannuck Brook HEC-RAS Model Report Page | 6 A curve number of 65 was chosen, which corresponds with an initial abstraction of 1.077 inches. The calibrated Manning’s N values are presented below in Table 4. The peak flows from the calibrated model are presented in Table 6. GZA also blocked the Old Wilson Road culvert by 1 foot to account for blocking by sediment. Table 4: Calibrated Manning’s n Values Land Use Calibrated Manning’s n Land Use Calibrated Manning’s n Bare Land 0.025 Palustrine Emergent Wetland 0.21 Deciduous Forest 0.48 Palustrine Forested Wetland 0.3 Developed Open Space 0.25 Palustrine Scrub/Shrub Wetland 0.3 Evergreen Forest 0.48 Pasture/Hay 0.09 Grassland 0.105 Scrub/Shrub 0.3 Impervious 0.075 Water 0.12 8.0 PROPOSED CONDITIONS GZA simulated 6 proposed conditions, which are summarized in Table 5. Stream crossings, including culverts and dams, were either left unchanged, replaced with a 14-foot span bridge, or removed. GZA also performed two simulations with wetlands added by creating depressions in the terrain to simulate the addition of wetlands within the Site. GZA added a total of 20 depressions, each 3 feet deep, with a total area of 23 acres. In addition, GZA performed two simulations with revised Manning’s n values and revised Curve Number to reflect the grassy golf course being replaced by forest and the addition of a meadow. A curve number of 63.8 was calculated based on the change in area from golf course to meadow and forest. The hyetograph for the adjusted curve number was calculated using previously methods described in Section 6.0. Table 5: Summary of Proposed Conditions Inputs Simulation Name Old Wilson Road Culvert #2 Culverts # 3 and #4 (Dual Culverts) Lower Pond Dam Bridge Wetlands Manning’s n and Curve Number Scenario A -Replace Replace Replace --- Scenario A Wetlands -Replace Replace Replace -Added - Scenario A Land Use -Replace Replace Replace --Revised Scenario B Replace Remove Remove Remove Remove -- Scenario B Wetlands Replace Remove Remove Remove Remove Added - Scenario B Land Use Replace Remove Remove Remove Remove -Revised * Replacements are with 14-foot span bridge. 9.0 SIMULATION PARAMETERS GZA ran the simulations with a 10 second time step. HEC-RAS can perform two-dimensional unsteady flow routing with either the Full Saint Venant equations of the Diffusion Wave equations. GZA used the Diffusion Wave equations. The HEC-RAS User’s Manual provides guidance on which equations to use. 10.0 RESULTS The results of the analysis are shown in Table 6. June 30, 2020 GZA File No. 15.0166826.00 Nashawannuck Brook HEC-RAS Model Report Page | 7 Table 6: Comparison of Peak Flows (cfs) at Downstream Limit Simulation 2-Year 10-Year 50-Year 100-Year HEC-RAS Existing Condition 12 50 126 177 HEC-RAS Scenario A 13 52 164 221 HEC-RAS Scenario A Wetlands 6 39 120 167 HEC-RAS Scenario A Land Use 9 48 134 187 HEC-RAS Scenario B 13 60 169 224 HEC-RAS Scenario B Wetlands 6 42 121 169 HEC-RAS Scenario B Land Use 9 52 134 183 The results show that both Scenario A and Scenario B, with structure changes only, result in larger peak flows at the downstream limit. The addition of wetlands mitigates the increase in peak flow significantly, to the point of reducing peak flows below Existing Conditions. The results suggest that less depressions or shallower depressions may be sufficient. The change in land use (i.e. Manning’s n and infiltration) also mitigates some of the increase in peak flow, however, the peak flows remain higher than Existing Conditions. Additional results showing changes in maximum depths for selected scenarios are presented in Figures 4-7. The modeling shows that some combination of increased wetlands storage, increased Manning’ n, and increased infiltration, can result in reduced peak flow from the Site, despite the loss of attenuation from the stream crossings and dam. Model Limitations There are some limitations to the model, as developed for the Master Plan. The existing condition model does not ac- count for the network of subsurface drains within the golf course, designed to wick water away from the playing sur- faces and directly into the brook. The existing peak flows and velocities within Nashawannuck Brook are likely greater than predicted by the model due to this condition. The potential reduction in peak flows within the brook at the downstream limit of the Site resulting from removal of the subsurface drains is not fully represented by the model. The model does not account for changes in microtopography and the increase in evapotranspiration that would occur with the anticipated changes in land use from golf course to forest. These types of changes will add more storage within the Site and improve the hydrologic balance. The model also does not account for sediment transport and the changes in sediment transport that may result from channel restoration, wetlands restoration/ creation, and land cover changes. During floods, sediment may be transported and deposited in new areas of low velocity, created by the introduction of trees which adds roughness within the floodplains. These mechanisms may naturally improve floodplain storage. The model can serve as a tool to simulate other or refined scenarios for de-sign purposes, such as additional wetland/floodplain storage, different land cover, and other culvert/structure removal or replacement combinations. Figures Note: Basemap depicts terrain in feet, NAVD88. Figure 1: Watershed Model with Terrain Data Note: Basemap aerial photography is Bing Satellite generated from within HEC-RAS Mapper. Figure 2: Watershed Model with Aerial Imagery Figure 3: Watershed Model with Existing Conditions Land Use Data Existing Conditions – Maximum Flow Depth (3.8ft) Scenario A: Forest – Maximum Flow Depth (4.6) Note: Basemap aerial photography is Bing Satellite. Figure 4: Comparison of Existing Conditions and Scenario A: Revert to Forest for Two Year Storm Existing Conditions – Maximum Flow Depth (5.8ft) Scenario A: Forest – Maximum Flow Depth (5.7ft) Note: Basemap aerial photography is Bing Satellite. Figure 5: Comparison of Existing Conditions and Scenario A: Revert to Forest for Ten Year Storm Existing Conditions – Maximum Flow Depth (7.0ft) Scenario A: Forest – Maximum Flow Depth (7.1ft) Note: Basemap aerial photography is Bing Satellite. Figure 6: Comparison of Existing Conditions and Scenario A: Revert to Forest for Fifty Year Storm Existing Conditions – Maximum Flow Depth (7.4ft) Scenario A: Forest – Maximum Flow Depth (7.5ft) Note: Basemap aerial photography is Bing Satellite. Figure 7: Comparison of Existing Conditions and Scenario A: Revert to Forest for One Hundred Year Storm Northampton Designs with Nature Conceptual Design Summary Appendix F – Sediment Quality Due Diligence Report June 5, 2020 GZA File No. 15.0166826.00 Nashawannuck Brook Sediment Quality Due Diligence Report Page | 1 Proactive by Design 1.0 ENVIRONMENTAL DUE DILIGENCE GZA conducted a desktop due diligence assessment for the approximate area comprising the watershed to Nashawannuck Brook including the former Pine Grove golf course (the Site). The watershed encompasses the former golf course property, including the club house, and extends north of Rocky Hill Road. GZA utilized the select “Standard Historical Sources” (as that term is defined in ASTM E1527-13 “Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process”). Note that a full Phase I Environmental Site Assessment in compliance with this Standard was not conducted. Specific information which GZA obtained from the select standard historical sources is contained in following subsections, and Attachment A includes copies of these sources. 1.1 FIRE INSURANCE MAPS GZA requested historical fire insurance maps (a/k/a “Sanborn” maps) for the Site from Environmental Data Resources (EDR), a professional data search company. However, EDR indicated that historical fire insurance maps for the Site were not available (there was no coverage). 2.0 REGULATORY DATABASE REVIEW GZA developed the information in this section based on publicly available information obtained from various federal, state, and local agencies that maintain environmental regulatory databases. 2.1 FEDERAL AND STATE ENVIRONMENTAL RECORD SOURCES Federal and state databases were searched by EDR, and search results were provided to GZA in a report dated April 16, 2020. The following table indicates the databases searched by EDR, the minimum search distances from the Site, and the number of properties that appear on the database within the minimum search distances used. Descriptions of the federal and state databases and the dates that EDR accessed the federal and state databases are provided in EDR's report (see Appendix D). Federal and State List Approximate Minimum Search Distance* Site # Sites Within Search Distance # Potential Sites of Concern NPL 1 mile 0 0 0 Delisted NPL ½ mile 0 0 0 SEMS ½ mile 0 0 0 SEMS ARCHIVE ½ mile 0 0 0 RCRIS CORRACTS 1 mile 0 0 0 RCRIS-TSD ½ mile 0 0 0 RCRIS-LQG/SQG Site and adjoining properties 0 0 June 5, 2020 GZA File No. 15.0166826.00 Nashawannuck Brook Sediment Quality Due Diligence Report Page | 2 Proactive by Design Federal and State List Approximate Minimum Search Distance* Site # Sites Within Search Distance # Potential Sites of Concern Federal IC/EC Registries Site only 0 0 ERNS Site only 0 0 State Equivalent NPL 1 mile NA NA NA State Equivalent CERCLIS (SHWS) 1 mile 0 15 0 SWMF ½ mile NA NA NA State Landfill and/or Solid Waste Disposal Site ½ mile 0 1 0 Leaking Underground Storage Tanks (LUSTs) ½ mile 0 0 0 Registered USTs Site and adjoining properties 0 3 State IC/EC Registries Site only 0 0 Voluntary/Brownfield Cleanup Program Sites ½ mile 0 0 0 * The approximate minimum search distance indicates the minimum distance measured from the nearest Site boundary for which EDR performed the database review. 2.2 LISTINGS FOR THE SITE AND WATERSHED The federal and state databases reviewed by EDR did not list the Site. There were no listings within the watershed to Nashawannuck Brook. 2.3 LISTINGS FOR OTHER VICINITY PROPERTIES GZA reviewed properties mapped by EDR within the search distances indicated within the table above and utilized files available through the Massachusetts Department of Environmental Protection (MassDEP) online Waste Site/Reportable Release File Viewer to supplement information available from EDR . Based on topographic contours (and inferred groundwater flow directions) provided by EDR, as well as information pertaining to the nature and statuses of the mapped releases in these files, GZA believes that the mapped properties are unlikely to impact the Site. 2.4 EVALUATION OF UNMAPPED PROPERTIES GZA also reviewed the list of “unplottable”/“orphan”/“non-geocoded” sites, which are properties with insufficient address information to allow the mapping software to plot a location. Based on the limited locational descriptions provided in the database summary, it does not appear that the listed properties were likely to be located in the watershed and thus, do not have the potential to impact the Site. June 5, 2020 GZA File No. 15.0166826.00 Nashawannuck Brook Sediment Quality Due Diligence Report Page | 3 Proactive by DesignAttachment A – EDR Radius Map Report FORM-LBD-BCS ®kcehCoeG htiw tropeR ™paM suidaR RDE ehT 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com Nashawannuck Brook Watershed Rocky Hill Road Florence, MA 01062 Inquiry Number: 6041498.2s April 16, 2020 SECTION PAGE Executive Summary ES1 Overview Map 2 Detail Map 3 Map Findings Summary 4 Map Findings 8 Orphan Summary 119 Government Records Searched/Data Currency Tracking GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum A-1 Physical Setting Source Summary A-2 Physical Setting Source Map A-7 Physical Setting Source Map Findings A-8 Physical Setting Source Records Searched PSGR-1 TC6041498.2s Page 1 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2020 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. TABLE OF CONTENTS EXECUTIVE SUMMARY TC6041498.2s EXECUTIVE SUMMARY 1 A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR). The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-13), the ASTM Standard Practice for Environmental Site Assessments for Forestland or Rural Property (E 2247-16), the ASTM Standard Practice for Limited Environmental Due Diligence: Transaction Screen Process (E 1528-14) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS ROCKY HILL ROAD FLORENCE, MA 01062 COORDINATES 42.2990610 - 42˚ 17’ 56.61’’Latitude (North): 72.6663270 - 72˚ 39’ 58.77’’Longitude (West): Zone 18Universal Tranverse Mercator: 692372.1UTM X (Meters): 4685405.0UTM Y (Meters): 220 ft. above sea levelElevation: USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY 5644790 EASTHAMPTON, MATarget Property Map: 2012Version Date: AERIAL PHOTOGRAPHY IN THIS REPORT 20140711, 20140722Portions of Photo from: USDASource: 6041498.2s Page 2 23 CERNAK BUICK 114 NORTHAMPTON ST SHWS, INST CONTROL, RELEASE Lower 4915, 0.931, South 22 FRMR GRAVEL PIT 383 WESTHAMPTON RD ( SHWS, RELEASE Higher 4769, 0.903, West 21 O’CONNELL OIL 25 TEXAS RD SHWS, LUST, LAST, RELEASE, HW GEN, TIER 2 Lower 4640, 0.879, ENE 20 MOBIL STATION 124 NORTHAMPTON STRE SHWS, RELEASE Lower 4482, 0.849, South 19 N/A 375 SOUTH STREET SHWS, LUST, RELEASE Lower 4177, 0.791, ENE E18 NO LOCATION AID 54 O NEILL ST SHWS, RELEASE Lower 4047, 0.766, SSE E17 VEHICLE ACCIDENT 54 ONEIL ST SHWS, RELEASE Lower 4047, 0.766, SSE 16 MAGNAT CO ONEIL ST SHWS, RELEASE Lower 3957, 0.749, SSE D15 HAMPSHIRE CHRYSLER P 150 NORTHAMPTON ST SHWS, UST, RELEASE, Financial Assurance Lower 3888, 0.736, South D14 HAMPSHIRE CHRYSLER P 150 NORTHAMPTON ST SHWS, LUST, RELEASE, SPILLS Lower 3888, 0.736, South 13 BERRY GLOBAL INC 44 ONEILL ST SHWS, RELEASE, HW GEN Lower 3502, 0.663, SSE 12 BACON PROPERTY 14 EASTHAMPTON ST SHWS, RELEASE Lower 3346, 0.634, ENE 11 STRONG CORP 40 ONEIL ST SHWS, UST, RELEASE Lower 3198, 0.606, SSE 10 GASOLINE STATION 54 EASTHAMPTON RD SHWS, LUST, RELEASE, ASBESTOS, UIC Lower 2643, 0.501, ENE 9 FORMER ZOES RESTAURA 238 NORTHAMPTON RD LUST, RELEASE Lower 1760, 0.333, SSE C8 HAMPSHIRE COUNTY JAI 205 ROCKY HILL RD LUST, AST, RELEASE, HW GEN Lower 1706, 0.323, NE C7 HAMPSHIRE SHERIFFS O 205 ROCKY HILL RD SHWS, UST, AST, RELEASE, RCRA NonGen / NLR, ICIS,... Lower 1706, 0.323, NE 6 ROGER DEMETROPOULOS 837 FLORENCE RD UST Higher 1308, 0.248, NW B5 ULTRAMAR PETROLEUM I EASTHAMPTON RD UST Lower 810, 0.153, SE B4 P ALLEN & SON INC EASTHAMPTON RD UST Lower 810, 0.153, SE 3 NORTHAMPTON EASTHAMP 234 EASTHAMPTON RD SWF/LF, ASBESTOS, Financial Assurance Lower 785, 0.149, ENE A2 ERNIES TOWING 376 EASTHAMPTON RD HW GEN Lower 766, 0.145, ESE A1 PRECISION AUDIO/WAYS 376 EASTHAMPTON RD RCRA NonGen / NLR, FINDS, ECHO Lower 766, 0.145, ESE MAPPED SITES SUMMARY Target Property Address: ROCKY HILL ROAD FLORENCE, MA 01062 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS EXECUTIVE SUMMARY TC6041498.2s EXECUTIVE SUMMARY 3 TARGET PROPERTY SEARCH RESULTS The target property was not listed in any of the databases searched by EDR. DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL National Priority List Proposed NPL Proposed National Priority List Sites NPL LIENS Federal Superfund Liens Federal Delisted NPL site list Delisted NPL National Priority List Deletions Federal CERCLIS list FEDERAL FACILITY Federal Facility Site Information listing SEMS Superfund Enterprise Management System Federal CERCLIS NFRAP site list SEMS-ARCHIVE Superfund Enterprise Management System Archive Federal RCRA CORRACTS facilities list CORRACTS Corrective Action Report Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF RCRA - Treatment, Storage and Disposal Federal RCRA generators list RCRA-LQG RCRA - Large Quantity Generators RCRA-SQG RCRA - Small Quantity Generators RCRA-VSQG RCRA - Very Small Quantity Generators (Formerly Conditionally Exempt Small Quantity Generators) Federal institutional controls / engineering controls registries LUCIS Land Use Control Information System EXECUTIVE SUMMARY TC6041498.2s EXECUTIVE SUMMARY 4 US ENG CONTROLS Engineering Controls Sites List US INST CONTROLS Institutional Controls Sites List Federal ERNS list ERNS Emergency Response Notification System State and tribal leaking storage tank lists LAST Leaking Aboveground Storage Tank Sites INDIAN LUST Leaking Underground Storage Tanks on Indian Land State and tribal registered storage tank lists FEMA UST Underground Storage Tank Listing AST Aboveground Storage Tank Database INDIAN UST Underground Storage Tanks on Indian Land State and tribal institutional control / engineering control registries INST CONTROL Sites With Activity and Use Limitation State and tribal voluntary cleanup sites INDIAN VCP Voluntary Cleanup Priority Listing State and tribal Brownfields sites BROWNFIELDS Completed Brownfields Covenants Listing ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS A Listing of Brownfields Sites Local Lists of Landfill / Solid Waste Disposal Sites INDIAN ODI Report on the Status of Open Dumps on Indian Lands ODI Open Dump Inventory DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations IHS OPEN DUMPS Open Dumps on Indian Land Local Lists of Hazardous waste / Contaminated Sites US HIST CDL Delisted National Clandestine Laboratory Register US CDL National Clandestine Laboratory Register PFAS PFAS Contaminated Sites Listing Local Land Records LIENS Liens Information Listing LIENS 2 CERCLA Lien Information Records of Emergency Release Reports HMIRS Hazardous Materials Information Reporting System EXECUTIVE SUMMARY TC6041498.2s EXECUTIVE SUMMARY 5 SPILLS Historical Spill List RELEASE Reportable Releases Database SPILLS 90 SPILLS 90 data from FirstSearch SPILLS 80 SPILLS 80 data from FirstSearch Other Ascertainable Records FUDS Formerly Used Defense Sites DOD Department of Defense Sites SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing US FIN ASSUR Financial Assurance Information EPA WATCH LIST EPA WATCH LIST 2020 COR ACTION 2020 Corrective Action Program List TSCA Toxic Substances Control Act TRIS Toxic Chemical Release Inventory System SSTS Section 7 Tracking Systems ROD Records Of Decision RMP Risk Management Plans RAATS RCRA Administrative Action Tracking System PRP Potentially Responsible Parties PADS PCB Activity Database System ICIS Integrated Compliance Information System FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) MLTS Material Licensing Tracking System COAL ASH DOE Steam-Electric Plant Operation Data COAL ASH EPA Coal Combustion Residues Surface Impoundments List PCB TRANSFORMER PCB Transformer Registration Database RADINFO Radiation Information Database HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing DOT OPS Incident and Accident Data CONSENT Superfund (CERCLA) Consent Decrees INDIAN RESERV Indian Reservations FUSRAP Formerly Utilized Sites Remedial Action Program UMTRA Uranium Mill Tailings Sites LEAD SMELTERS Lead Smelter Sites US AIRS Aerometric Information Retrieval System Facility Subsystem US MINES Mines Master Index File ABANDONED MINES Abandoned Mines FINDS Facility Index System/Facility Registry System UXO Unexploded Ordnance Sites ECHO Enforcement & Compliance History Information DOCKET HWC Hazardous Waste Compliance Docket Listing FUELS PROGRAM EPA Fuels Program Registered Listing AIRS Permitted Facilities Listing ASBESTOS ASBESTOS DRYCLEANERS Regulated Drycleaning Facilities ENF Enforcement Action Cases Financial Assurance Financial Assurance Information Listing GWDP Ground Water Discharge Permits MERCURY Mercury Product Recyling Drop-Off Locations Listing NPDES NPDES Permit Listing TIER 2 Tier 2 Information Listing TSD TSD Facility UIC Underground Injection Control Listing EXECUTIVE SUMMARY TC6041498.2s EXECUTIVE SUMMARY 6 MINES MRDS Mineral Resources Data System EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP EDR Proprietary Manufactured Gas Plants EDR Hist Auto EDR Exclusive Historical Auto Stations EDR Hist Cleaner EDR Exclusive Historical Cleaners EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA HWS Recovered Government Archive State Hazardous Waste Facilities List RGA LUST Recovered Government Archive Leaking Underground Storage Tank SURROUNDING SITES: SEARCH RESULTS Surrounding sites were identified in the following databases. Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold italics are in multiple databases. Unmappable (orphan) sites are not considered in the foregoing analysis. STANDARD ENVIRONMENTAL RECORDS State- and tribal - equivalent CERCLIS SHWS: Contains information on releases of oil and hazardous materials that have been reported to DEP. A review of the SHWS list, as provided by EDR, and dated 07/12/2019 has revealed that there are 15 SHWS sites within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ FRMR GRAVEL PIT 383 WESTHAMPTON RD ( W 1/2 - 1 (0.903 mi.) 22 109 Current Status: RAO Release Tracking Number: 1-0011937 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ HAMPSHIRE SHERIFFS O 205 ROCKY HILL RD NE 1/4 - 1/2 (0.323 mi.) C7 20 Current Status: RAO Release Tracking Number: 1-0015141 GASOLINE STATION 54 EASTHAMPTON RD ENE 1/2 - 1 (0.501 mi.) 10 37 EXECUTIVE SUMMARY TC6041498.2s EXECUTIVE SUMMARY 7 Current Status: RAO Release Tracking Number: 1-0017408 Release Tracking Number: 1-0010164 STRONG CORP 40 ONEIL ST SSE 1/2 - 1 (0.606 mi.) 11 67 Current Status: RAO Release Tracking Number: 1-0012176 BACON PROPERTY 14 EASTHAMPTON ST ENE 1/2 - 1 (0.634 mi.) 12 70 Current Status: DEPNFA Release Tracking Number: 1-0000358 BERRY GLOBAL INC 44 ONEILL ST SSE 1/2 - 1 (0.663 mi.) 13 71 Current Status: RAO Release Tracking Number: 1-0014600 HAMPSHIRE CHRYSLER P 150 NORTHAMPTON ST S 1/2 - 1 (0.736 mi.) D14 73 Current Status: RAO Current Status: RAONR Release Tracking Number: 1-0014504 Release Tracking Number: 1-0014877 HAMPSHIRE CHRYSLER P 150 NORTHAMPTON ST S 1/2 - 1 (0.736 mi.) D15 78 Current Status: DEPNFA Release Tracking Number: 1-0019588 MAGNAT CO ONEIL ST SSE 1/2 - 1 (0.749 mi.) 16 81 Current Status: WCSPRM Current Status: RAO Release Tracking Number: 1-0000068 Release Tracking Number: 1-0014012 VEHICLE ACCIDENT 54 ONEIL ST SSE 1/2 - 1 (0.766 mi.) E17 84 Current Status: RAO Release Tracking Number: 1-0013812 NO LOCATION AID 54 O NEILL ST SSE 1/2 - 1 (0.766 mi.) E18 85 Current Status: RAO Release Tracking Number: 1-0013368 N/A 375 SOUTH STREET ENE 1/2 - 1 (0.791 mi.) 19 87 Current Status: RAO Release Tracking Number: 1-0019243 MOBIL STATION 124 NORTHAMPTON STRE S 1/2 - 1 (0.849 mi.) 20 90 Current Status: RAO Release Tracking Number: 1-0018909 O’CONNELL OIL 25 TEXAS RD ENE 1/2 - 1 (0.879 mi.) 21 91 Current Status: RAO Release Tracking Number: 1-0016611 CERNAK BUICK 114 NORTHAMPTON ST S 1/2 - 1 (0.931 mi.) 23 112 Current Status: RAO Release Tracking Number: 1-0012411 EXECUTIVE SUMMARY TC6041498.2s EXECUTIVE SUMMARY 8 State and tribal landfill and/or solid waste disposal site lists SWF/LF: The Solid Waste Facilities/Landfill Sites records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. The data come from the Department of Environmental Protection’s Solid Waste Facility Database/Transfer Stations. A review of the SWF/LF list, as provided by EDR, has revealed that there is 1 SWF/LF site within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ NORTHAMPTON EASTHAMP 234 EASTHAMPTON RD ENE 1/8 - 1/4 (0.149 mi.) 3 11 Database: LF PROFILES, Date of Government Version: 07/01/2015 Database: SWF/LF, Date of Government Version: 05/01/2018 Current Operational Status: Closed Current Operational Status: Active Status: Closed State and tribal leaking storage tank lists LUST: Sites within the Releases Database that have a UST listed as its source. A review of the LUST list, as provided by EDR, and dated 07/12/2019 has revealed that there are 2 LUST sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ HAMPSHIRE COUNTY JAI 205 ROCKY HILL RD NE 1/4 - 1/2 (0.323 mi.) C8 30 Release Tracking Number / Current Status: 1-0020350 / PSNC FORMER ZOES RESTAURA 238 NORTHAMPTON RD SSE 1/4 - 1/2 (0.333 mi.) 9 35 Release Tracking Number / Current Status: 1-0017012 / RAO State and tribal registered storage tank lists UST: The Underground Storage Tank database contains registered USTs. USTs are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA). The data come from the Department of Environmental Protection’s Summary Listing of all the Tanks Registered in the State of Massachusetts. A review of the UST list, as provided by EDR, and dated 11/25/2019 has revealed that there are 3 UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ ROGER DEMETROPOULOS 837 FLORENCE RD NW 1/8 - 1/4 (0.248 mi.) 6 19 Tank Status: Tank Removed Facility Id: 8158 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ P ALLEN & SON INC EASTHAMPTON RD SE 1/8 - 1/4 (0.153 mi.) B4 15 Tank Status: Tank Removed EXECUTIVE SUMMARY TC6041498.2s EXECUTIVE SUMMARY 9 Facility Id: 8178 ULTRAMAR PETROLEUM I EASTHAMPTON RD SE 1/8 - 1/4 (0.153 mi.) B5 16 Tank Status: Tank Removed Facility Id: 8205 ADDITIONAL ENVIRONMENTAL RECORDS Other Ascertainable Records RCRA NonGen / NLR: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. A review of the RCRA NonGen / NLR list, as provided by EDR, and dated 12/16/2019 has revealed that there is 1 RCRA NonGen / NLR site within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ PRECISION AUDIO/WAYS 376 EASTHAMPTON RD ESE 1/8 - 1/4 (0.145 mi.) A1 8 EPA ID:: MAD073267924 HW GEN: Permanent generator identification numbers for all Massachusetts generators of hazardous waste and waste oil that have registered with or notified MassDEP of their hazardous waste activities. A review of the HW GEN list, as provided by EDR, and dated 11/25/2019 has revealed that there is 1 HW GEN site within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ ERNIES TOWING 376 EASTHAMPTON RD ESE 1/8 - 1/4 (0.145 mi.) A2 10 State Generator Status: VQG-MA EPA Id: MAC300002052 EXECUTIVE SUMMARY TC6041498.2s EXECUTIVE SUMMARY 10 Due to poor or inadequate address information, the following sites were not mapped. Count: 10 records. Site Name Database(s)____________ ____________ WILLIAM WALKER SHWS, RELEASE, ASBESTOS NO LOCATION AID SHWS, RELEASE ROADSIDE SHWS, RELEASE @ MANHAN RIVER BRIDGE SHWS, RELEASE SEVERAL STREETS SHWS, RELEASE TTU ACCIDENT SHWS, RELEASE MANHAN RAIL TRAIL SHWS, RELEASE ALLEN & SONS INC SHWS, RELEASE FORMER NORTHAMPTON HOSPITAL SHWS, RELEASE IN FRONT OF FW WEBB PLUMBING SUPPL LAST, RELEASE EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.2803203203 20 32012032028016 0120 400360360400320320360320280280280280280280 2802 8 0 320 280280280 3 60360320320 280280200 2 0 0 2802 8 0 2801201 60 120 1201 201 2 0 1 201 2 0 1 2012 0 1 2 0 2 8024024024024024024024024024024024024024020020020020020020020020 0 2 0 020 0160 1616016 0 160160160 1 6 0 16016016 016 01601 60 160 EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.400602 8 0 40036032028080 240280280120360320280 280120240 240240240200200160 160160 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federal NPL site list 0 NR 0 0 0 0 1.000NPL 0 NR 0 0 0 0 1.000Proposed NPL 0 NR 0 0 0 0 1.000NPL LIENS Federal Delisted NPL site list 0 NR 0 0 0 0 1.000Delisted NPL Federal CERCLIS list 0 NR NR 0 0 0 0.500FEDERAL FACILITY 0 NR NR 0 0 0 0.500SEMS Federal CERCLIS NFRAP site list 0 NR NR 0 0 0 0.500SEMS-ARCHIVE Federal RCRA CORRACTS facilities list 0 NR 0 0 0 0 1.000CORRACTS Federal RCRA non-CORRACTS TSD facilities list 0 NR NR 0 0 0 0.500RCRA-TSDF Federal RCRA generators list 0 NR NR NR 0 0 0.250RCRA-LQG 0 NR NR NR 0 0 0.250RCRA-SQG 0 NR NR NR 0 0 0.250RCRA-VSQG Federal institutional controls / engineering controls registries 0 NR NR 0 0 0 0.500LUCIS 0 NR NR 0 0 0 0.500US ENG CONTROLS 0 NR NR 0 0 0 0.500US INST CONTROLS Federal ERNS list 0 NR NR NR NR NR TPERNS State- and tribal - equivalent CERCLIS 15 NR 14 1 0 0 1.000SHWS State and tribal landfill and/or solid waste disposal site lists 1 NR NR 0 1 0 0.500SWF/LF State and tribal leaking storage tank lists 2 NR NR 2 0 0 0.500LUST 0 NR NR 0 0 0 0.500LAST 0 NR NR 0 0 0 0.500INDIAN LUST State and tribal registered storage tank lists 0 NR NR NR 0 0 0.250FEMA UST TC6041498.2s Page 4 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 3 NR NR NR 3 0 0.250UST 0 NR NR NR 0 0 0.250AST 0 NR NR NR 0 0 0.250INDIAN UST State and tribal institutional control / engineering control registries 0 NR NR 0 0 0 0.500INST CONTROL State and tribal voluntary cleanup sites 0 NR NR 0 0 0 0.500INDIAN VCP State and tribal Brownfields sites 0 NR NR 0 0 0 0.500BROWNFIELDS ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists 0 NR NR 0 0 0 0.500US BROWNFIELDS Local Lists of Landfill / Solid Waste Disposal Sites 0 NR NR 0 0 0 0.500INDIAN ODI 0 NR NR 0 0 0 0.500ODI 0 NR NR 0 0 0 0.500DEBRIS REGION 9 0 NR NR 0 0 0 0.500IHS OPEN DUMPS Local Lists of Hazardous waste / Contaminated Sites 0 NR NR NR NR NR TPUS HIST CDL 0 NR NR NR NR NR TPUS CDL 0 NR NR 0 0 0 0.500PFAS Local Land Records 0 NR NR NR NR NR TPLIENS 0 NR NR NR NR NR TPLIENS 2 Records of Emergency Release Reports 0 NR NR NR NR NR TPHMIRS 0 NR NR NR NR NR TPSPILLS 0 NR NR NR NR NR TPRELEASE 0 NR NR NR NR NR TPSPILLS 90 0 NR NR NR NR NR TPSPILLS 80 Other Ascertainable Records 1 NR NR NR 1 0 0.250RCRA NonGen / NLR 0 NR 0 0 0 0 1.000FUDS 0 NR 0 0 0 0 1.000DOD 0 NR NR 0 0 0 0.500SCRD DRYCLEANERS 0 NR NR NR NR NR TPUS FIN ASSUR 0 NR NR NR NR NR TPEPA WATCH LIST TC6041498.2s Page 5 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR NR 0 0 0.2502020 COR ACTION 0 NR NR NR NR NR TPTSCA 0 NR NR NR NR NR TPTRIS 0 NR NR NR NR NR TPSSTS 0 NR 0 0 0 0 1.000ROD 0 NR NR NR NR NR TPRMP 0 NR NR NR NR NR TPRAATS 0 NR NR NR NR NR TPPRP 0 NR NR NR NR NR TPPADS 0 NR NR NR NR NR TPICIS 0 NR NR NR NR NR TPFTTS 0 NR NR NR NR NR TPMLTS 0 NR NR NR NR NR TPCOAL ASH DOE 0 NR NR 0 0 0 0.500COAL ASH EPA 0 NR NR NR NR NR TPPCB TRANSFORMER 0 NR NR NR NR NR TPRADINFO 0 NR NR NR NR NR TPHIST FTTS 0 NR NR NR NR NR TPDOT OPS 0 NR 0 0 0 0 1.000CONSENT 0 NR 0 0 0 0 1.000INDIAN RESERV 0 NR 0 0 0 0 1.000FUSRAP 0 NR NR 0 0 0 0.500UMTRA 0 NR NR NR NR NR TPLEAD SMELTERS 0 NR NR NR NR NR TPUS AIRS 0 NR NR NR 0 0 0.250US MINES 0 NR NR NR 0 0 0.250ABANDONED MINES 0 NR NR NR NR NR TPFINDS 0 NR 0 0 0 0 1.000UXO 0 NR NR NR NR NR TPECHO 0 NR NR NR NR NR TPDOCKET HWC 0 NR NR NR 0 0 0.250FUELS PROGRAM 0 NR NR NR NR NR TPAIRS 0 NR NR NR NR NR TPASBESTOS 0 NR NR NR 0 0 0.250DRYCLEANERS 0 NR NR NR NR NR TPENF 0 NR NR NR NR NR TPFinancial Assurance 0 NR NR NR NR NR TPGWDP 1 NR NR NR 1 0 0.250HW GEN 0 NR NR 0 0 0 0.500MERCURY 0 NR NR NR NR NR TPNPDES 0 NR NR NR NR NR TPTIER 2 0 NR NR 0 0 0 0.500TSD 0 NR NR NR NR NR TPUIC 0 NR NR NR NR NR TPMINES MRDS EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records 0 NR 0 0 0 0 1.000EDR MGP 0 NR NR NR NR 0 0.125EDR Hist Auto TC6041498.2s Page 6 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR NR NR 0 0.125EDR Hist Cleaner EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives 0 NR NR NR NR NR TPRGA HWS 0 NR NR NR NR NR TPRGA LUST 23 0 14 3 6 0 0- Totals -- NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database TC6041498.2s Page 7 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: 1970-03-01 00:00:00.Owner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: Not reportedOwner/operator email: Not reportedOwner/operator telephone: USOwner/operator country: NORTHAMPTON, MA 01060 376 EASTHAMPTON RDOwner/operator address: WAYSIDE AUTO BODYOwner/operator name: Not reportedOwner/Op end date: 1970-03-01 00:00:00.Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: Not reportedOwner/operator email: Not reportedOwner/operator telephone: USOwner/operator country: NORTHAMPTON, MA 01060 376 EASTHAMPTON RDOwner/operator address: WAYSIDE AUTO BODYOwner/operator name: Owner/Operator Summary: Handler: Non-Generators do not presently generate hazardous wasteDescription: Non-GeneratorClassification: PrivateLand type: 01EPA Region: Not reportedContact email: 413-586-1610Contact telephone: USContact country: NORTHAMPTON, MA 01060-0000 376 EASTHAMPTON RDContact address: EFRAIN DIAZContact: MAD073267924EPA ID: NORTHAMPTON, MA 01060 376 EASTHAMPTON RDFacility address: PRECISION AUDIO/WAYSIDE AUTOBODYFacility name: 2008-08-22 00:00:00.0Date form received by agency: RCRA NonGen / NLR: 766 ft. Site 1 of 2 in cluster A 0.145 mi. Relative: Lower Actual: 161 ft. 1/8-1/4 ECHONORTHAMPTON, MA 01060 ESE FINDS376 EASTHAMPTON RD MAD073267924 A1 RCRA NonGen / NLRPRECISION AUDIO/WAYSIDE AUTOBODY 1004715984 TC6041498.2s Page 8 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Action Satisfied (Case Closed) Enf. disposition status: 2006-03-21 00:00:00.0 Enforcement action date: COMPLIANCE EVALUATION INSPECTION ON-SITE Enforcement action: StateViolation lead agency: 2007-12-24 00:00:00.0Date achieved compliance: 2006-01-11 00:00:00.0Date violation determined: Generators - Pre-transportArea of violation: SS - 253(6)(c)Regulation violated: Facility Has Received Notices of Violations: WASTE OIL. Waste name: MA01. Waste code: THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF 2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE, THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name: F005. Waste code: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name: F003. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: Hazardous Waste Summary: Conditionally Exempt Small Quantity GeneratorClassification: PRECISION AUDIO/WAYSIDE AUTOBODYSite name: 1987-03-31 00:00:00.0Date form received by agency: Conditionally Exempt Small Quantity GeneratorClassification: PRECISION AUDIO/WAYSIDE AUTOBODYSite name: 2003-12-18 00:00:00.0Date form received by agency: Historical Generators: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: PRECISION AUDIO/WAYSIDE AUTOBODY (Continued) 1004715984 TC6041498.2s Page 9 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NORTHAMPTON, MA 01060City,State,Zip: 376 EASTHAMPTON RDAddress: ERNIES TOWINGName: http://echo.epa.gov/detailed-facility-report?fid=110003442819DFR URL: 110003442819Registry ID: 1004715984Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access System MA-EPICS - Massachussetts Environmental Protection Integrated Computer corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System: registry_id=110003442819 http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_Facility URL: 110003442819Registry ID: FINDS: StateEvaluation lead agency: 2007-12-24 00:00:00.0Date achieved compliance: Generators - Pre-transportArea of violation: WRITTEN INFORMALEvaluation: 2006-01-11 00:00:00.0Evaluation date: Evaluation Action Summary: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: 2007-12-24 00:00:00.0 Enf. disp. status date: PRECISION AUDIO/WAYSIDE AUTOBODY (Continued) 1004715984 VQG-MAState Generator Status: Not reportedRCRA Generator Status: MAC300002052EPA Id: NORTHAMPTON, MA 01060City,State,Zip: 376 EASTHAMPTON RDAddress: ERNIES TOWINGName: HW GEN: 766 ft. Site 2 of 2 in cluster A 0.145 mi. Relative: Lower Actual: 161 ft. 1/8-1/4 NORTHAMPTON, MA 01060 ESE 376 EASTHAMPTON RD N/A A2 HW GENERNIES TOWING S112549984 TC6041498.2s Page 10 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedMaximum Permitted Tons Per Day: Not reportedResponsible Party Telephone Inc Extension: NORTH HATFIELD, MA 01066Responsible Party Mailing City, State, Zip: PO BOX 16Responsible Party Mailing Street Address Line 2: VRA PROPERTY LLCResponsible Party Mailing Street Address Line 1: PrivateResponsible Party Organization Type: VRA PROPERTY LLCOrg That Pays Any Annual Compliance Fee And/Or Permittee: Western (Springfield)Region: 0214.008Numeric-Only Portion Of The Identification Code: SL0214.008Alpha-Numeric Identification Code: NORTHAMPTONMunicipality That The Operation Is Located In: Not LinedLandfills Liner: MSWLand Disposal Only, Category Waste Disposed: CappedLand Disposal Closure Status: 1972Inactive Year: WEST SPRINGFIELD, MA 01090Contacts Mailing City, State, Zip: 115 WAYSIDE AVEContact Mailing Street Address: Not reportedContact Phone Including Extension: RICHARD GAGNON, PRESIDENTContact Persons Name And Title: PrivateContacts Organization Type: COMMERCIAL DISPOSAL COMPANYName Of The Organization: 2008Close Year: Closed Landfill with Env Monitoring RequiredDescription Of The Last Classification: CLFCurrent Or Most Recent Closed Classification: Land DisposalClassification Group: 1902Active Year: 9.3000001907348597Acres: Not reportedNote On The Physical Location Of The Site: Not reportedDays of Operation: 172793Reg Obj Acct ID Num For Each Solid Waste Operation: Not reportedAnnual Tons for 2015: Not reportedAnnual Tons for 2014: Not reportedAnnual Tons for 2013: Not reportedAnnual Tons for 2012: Not reportedAnnual Tons for 2011: Not reportedAnnual Tons for 2010: Not reportedAnnual Tons for 2009: Not reportedAnnual Tons for 2008: Not reportedAnnual Tons for 2007: Not reportedAnnual Tons for 2006: Not reportedAnnual Tons for 2005: Not reportedAnnual Tons for 2004: Not reportedAnnual Tons for 2003: Not reportedAnnual Tons for 2002: Not reportedAnnual Tons for 2001: Not reportedAnnual Tons for 2000: Not reportedAnnual Tons for 1999: Not reportedAnnual Tons for 1998: Not reportedAnnual Tons for 1997: Not reportedAnnual Tons for 1996: Not reportedAnnual Tons for 1995: Not reportedFacility Phone: LF: 785 ft. 0.149 mi. Relative: Lower Actual: 140 ft. 1/8-1/4 Financial AssuranceNORTHAMPTON, MA 01060 ENE ASBESTOS234 EASTHAMPTON RD N/A 3 SWF/LFNORTHAMPTON EASTHAMPTON ROAD LANDFILL S105590521 TC6041498.2s Page 11 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ActiveCurrent Operational Status: 150Maximum Permitted Tons Per Day: Not reportedResponsible Party Telephone Inc Extension: NORTH HATFIELD, MA 01066Responsible Party Mailing City, State, Zip: Not reportedResponsible Party Mailing Street Address Line 2: PO BOX 16Responsible Party Mailing Street Address Line 1: PrivateResponsible Party Organization Type: VOLUME RECYCLING ASSOCIATES INCOrg That Pays Any Annual Compliance Fee And/Or Permittee: Western (Springfield)Region: 0214.007Numeric-Only Portion Of The Identification Code: TR0214.007Alpha-Numeric Identification Code: NORTHAMPTONMunicipality That The Operation Is Located In: n/aLandfills Liner: n/aLand Disposal Only, Category Waste Disposed: n/aLand Disposal Closure Status: Not reportedInactive Year: NOTHAMPTON, MA 01060Contacts Mailing City, State, Zip: 234 EASTHAMPTON ROADContact Mailing Street Address: (413)695-7786Contact Phone Including Extension: RICHARD CARNALL, PARTNERContact Persons Name And Title: PrivateContacts Organization Type: VOLUME RECYCLING ASSOCIATES INCName Of The Organization: Not reportedClose Year: Large Transfer StationDescription Of The Last Classification: LGTRANCurrent Or Most Recent Closed Classification: Handling/TransferClassification Group: 1988Active Year: Not reportedAcres: ROUTE 5Note On The Physical Location Of The Site: 308Days of Operation: 174929Reg Obj Acct ID Num For Each Solid Waste Operation: 34240Annual Tons for 2015: 31076Annual Tons for 2014: 31187Annual Tons for 2013: 14097Annual Tons for 2012: 23652Annual Tons for 2011: Not reportedAnnual Tons for 2010: Not reportedAnnual Tons for 2009: Not reportedAnnual Tons for 2008: Not reportedAnnual Tons for 2007: 0Annual Tons for 2006: Not reportedAnnual Tons for 2005: Not reportedAnnual Tons for 2004: Not reportedAnnual Tons for 2003: 6916Annual Tons for 2002: 29348Annual Tons for 2001: 28569Annual Tons for 2000: 3184Annual Tons for 1999: 2681Annual Tons for 1998: Not reportedAnnual Tons for 1997: 26687Annual Tons for 1996: 13556Annual Tons for 1995: (413)587-4279Facility Phone: ClosedCurrent Operational Status: NORTHAMPTON EASTHAMPTON ROAD LANDFILL (Continued) S105590521 TC6041498.2s Page 12 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation DispAbatement Process: Oth:DISPOSAL ONLYProject Type: 7-8AMHours: WRITTENContract Type: AC000695Contractor: 0Occupied: OUTDOORSWorksite: Not reportedSub Town: 4136957786Facility Phone: HUNDREDFee Status: ANF-001Form Type: 100240109Sticker Number: 2016Year: Not reportedLab Lic Number: Not reportedMonitor Lic Number: AS061983Super Lic Number: 235155AR Tracking ID: OTHER TRANSITE DEBRISProject Description: .00Quantity Material Removed LF: 30.00Quantity Materical Removed SF: 03/31/2016Entry Date: Not reportedDate Entered: 03/30/2016End Date: 03/30/2016Start Date: Not reportedNotifiers Name: Not reportedDEP Region: Not reportedNotification: NORTHAMPTON, MACity,State,Zip: 234 EASTHAMPTON ROADAddress: VOLUME RECYCLING ASSOCIATESName: ASBESTOS: 39573Mass DEP FMF DB Id: 4.5242Wind Speed 70m: 4.971Wind Speed 100m: 4.1497Wind Speed 50m: 3.6628Wind Speed 30m: 0.02Dist To Trans Miles: National GridElectrical Provider: Extent of Waste (approximate/presumed)Acres Doc Desc: EWAAcres Doc: 9.70Acres: Not reportedLF Gas Energy: Not reportedPost Closure Use: Not reportedPost Closure Permit: Not reportedCap Cert Date: CappedCap Status: Not LinedLined?: 05/05/2008Stat Close Yr: 1972Stat Inactive Yr: 0:00Stat Active Yr: PrivateOwner Type: ClosedStatus: Municipal Solid WasteSite Type Desc: MSWSite Type Code: LF PROFILES: NORTHAMPTON EASTHAMPTON ROAD LANDFILL (Continued) S105590521 TC6041498.2s Page 13 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 174929RO #: NExempt: 8205ACF Amount: Large Transfer StationClass Description: LGTRANClass Type: Duplicated- Different name/ check with regionFAM Information Note: yFAM Infomation: VALLEY RECYCLINGFacility Name: WERegion Area: 3Region: 136384Facility ID: Not reportedCoverage: Not reportedSurety Bond: Not reportedSTA: 172793RO #: NExempt: 1400ACF Amount: Closed Landfill with Env Monitoring RequiredClass Description: CLFClass Type: $3,884,430.00FAM Information Note: yFAM Infomation: NORTHAMPTON EASTHAMPTON ROAD LANDFILLFacility Name: WERegion Area: 3Region: 39573Facility ID: Financial Assurance 3: HUNTER331Entered_by: 4135837919Certified Phone: COMPASS RESTORATION SERVICESCertified Company: 03/31/2016Cert Sign Date: TALIA TOTTENCertified Name: Not reportedFinal Site: MATransporter State: LUDLOWTransporter City: 1020 EAST STREETTransporter Address: COMPASS RESTORATION SERVICES, LLCTransporter Name: 0Facility Size: 8/28/2016EXP Date: WCV00082930Policy Number: ATLANTIC CHARTERIns Comp: 4136957786On Site Manager Phone: AARON TIDLUOn Site Manager Name: MAOwner State: NORTHAMPTONOwner City: 234 EASTHAMPTON ROADOwner Address: VOLUME RECYCLING ASSOCIATESOwner Name: 0Small Owner Occ: 15708-2016DLWD Waiver Number: W-AW-16-125DEP Waiver Number: Not reportedWaiver Given: RECYCLING FACILITYFacility Usage: ENCLOSED VEHICLE FOR PROPER DISPOSAL WASTE WAS DOUBLE BAGGED, SEALED, LABELED AND TRANSPORTED IN ANDisposal Methods: AREA DEMARCATED BY SIGNS TAPE AND DROP CLOTHSDecon Process: OUTDOORSLocation: NORTHAMPTON EASTHAMPTON ROAD LANDFILL (Continued) S105590521 TC6041498.2s Page 14 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCoverage: Not reportedSurety Bond: Not reportedSTA: NORTHAMPTON EASTHAMPTON ROAD LANDFILL (Continued) S105590521 Not reportedSubmersible sump install date: NSubmersible sump: Not reportedPipe leak install date: Not reportedPipe install date: Not reportedNumber of compartment: Not reportedPtype: Not reportedPipe construct: Not reportedTank construct: Not reportedLongitude: Not reportedLatitude: Not reportedPipe Leak Detection: Not reportedTank Leak Detection: Not reportedTank Usage: GasolineContents: 2000.00000Capacity: 05/02/1974Date Installed: 04/02/1990Status Date: Tank RemovedTank Status: 1Tank ID: CLOSEDFac status: Not reportedUpdate by: 1991-10-31 00:00:00Update: Not reportedContact email: Not reportedContact zip: Not reportedContact state: Not reportedContact city: Not reportedContact address2: Not reportedContact address1: Not reportedContact name: -72.65857Longitude: 42.29170Latitude: Not reportedOwner address 2: Not reportedFacility address 2: Not reportedDescription: Not reportedTelephone: WESTHAMPTON, MA 01060Owner City,St,Zip: EASTHAMPTON RDOwner Address: P ALLEN & SON INCOwner: 5113Owner Id: 8178Facility ID: NORTHAMPTON, MA 01060City,State,Zip: EASTHAMPTON RDAddress: P ALLEN & SON INCName: Facility: UST: 810 ft. Site 1 of 2 in cluster B 0.153 mi. Relative: Lower Actual: 162 ft. 1/8-1/4 NORTHAMPTON, MA 01060 SE EASTHAMPTON RD N/A B4 USTP ALLEN & SON INC U003654843 TC6041498.2s Page 15 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedLeak corrosion type: Not reportedTank corrosion type: Not reportedAutomatic line leak detect: Not reportedOverfill protect type: Not reportedOverfill protect install: NSpill bucket sensor: Not reportedSpill bucket installed date: NIntermediate sump sensor: NIntermediate sump: NTurbine sump sensor: NTurbine sump: Not reportedSubmersible sump install date: NSubmersible sump: Not reportedPipe leak install date: Not reportedPipe install date: Not reportedNumber of compartment: Not reportedPtype: Not reportedPipe construct: Not reportedTank construct: Not reportedLongitude: Not reportedLatitude: Not reportedPipe Leak Detection: Not reportedTank Leak Detection: Not reportedTank Usage: GasolineContents: 500.00000Capacity: 05/03/1979Date Installed: 04/02/1990Status Date: Tank RemovedTank Status: 2Tank ID: Not reportedLeak corrosion type: Not reportedTank corrosion type: Not reportedAutomatic line leak detect: Not reportedOverfill protect type: Not reportedOverfill protect install: NSpill bucket sensor: Not reportedSpill bucket installed date: NIntermediate sump sensor: NIntermediate sump: NTurbine sump sensor: NTurbine sump: P ALLEN & SON INC (Continued)U003654843 7204Owner Id: 8205Facility ID: NORTHAMPTON, MA 01060City,State,Zip: EASTHAMPTON RDAddress: ULTRAMAR PETROLEUM INCName: Facility: UST: 810 ft. Site 2 of 2 in cluster B 0.153 mi. Relative: Lower Actual: 162 ft. 1/8-1/4 NORTHAMPTON, MA 01060 SE EASTHAMPTON RD N/A B5 USTULTRAMAR PETROLEUM INC U003654848 TC6041498.2s Page 16 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 05/06/1946Date Installed: 09/25/1987Status Date: Tank RemovedTank Status: 2Tank ID: Not reportedLeak corrosion type: Not reportedTank corrosion type: Not reportedAutomatic line leak detect: Not reportedOverfill protect type: Not reportedOverfill protect install: NSpill bucket sensor: Not reportedSpill bucket installed date: NIntermediate sump sensor: NIntermediate sump: NTurbine sump sensor: NTurbine sump: Not reportedSubmersible sump install date: NSubmersible sump: Not reportedPipe leak install date: Not reportedPipe install date: Not reportedNumber of compartment: Not reportedPtype: Not reportedPipe construct: Not reportedTank construct: Not reportedLongitude: Not reportedLatitude: Not reportedPipe Leak Detection: Not reportedTank Leak Detection: Not reportedTank Usage: UnregulateContents: 10000.00000Capacity: 05/06/1946Date Installed: 09/25/1987Status Date: Tank RemovedTank Status: 1Tank ID: CLOSEDFac status: Not reportedUpdate by: 2014-06-12 00:00:00Update: Not reportedContact email: Not reportedContact zip: Not reportedContact state: Not reportedContact city: Not reportedContact address2: Not reportedContact address1: Not reportedContact name: -72.65857Longitude: 42.29170Latitude: Not reportedOwner address 2: Not reportedFacility address 2: Not reportedDescription: Not reportedTelephone: BOSTON, MA 02110Owner City,St,Zip: 101 FEDERAL STREETOwner Address: ULTRAMAR PETROLEUM INCOwner: ULTRAMAR PETROLEUM INC (Continued) U003654848 TC6041498.2s Page 17 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTank corrosion type: Not reportedAutomatic line leak detect: Not reportedOverfill protect type: Not reportedOverfill protect install: NSpill bucket sensor: Not reportedSpill bucket installed date: NIntermediate sump sensor: NIntermediate sump: NTurbine sump sensor: NTurbine sump: Not reportedSubmersible sump install date: NSubmersible sump: Not reportedPipe leak install date: Not reportedPipe install date: Not reportedNumber of compartment: Not reportedPtype: Not reportedPipe construct: Not reportedTank construct: Not reportedLongitude: Not reportedLatitude: Not reportedPipe Leak Detection: Not reportedTank Leak Detection: Not reportedTank Usage: UnregulateContents: 10000.00000Capacity: 05/06/1946Date Installed: 09/25/1987Status Date: Tank RemovedTank Status: 3Tank ID: Not reportedLeak corrosion type: Not reportedTank corrosion type: Not reportedAutomatic line leak detect: Not reportedOverfill protect type: Not reportedOverfill protect install: NSpill bucket sensor: Not reportedSpill bucket installed date: NIntermediate sump sensor: NIntermediate sump: NTurbine sump sensor: NTurbine sump: Not reportedSubmersible sump install date: NSubmersible sump: Not reportedPipe leak install date: Not reportedPipe install date: Not reportedNumber of compartment: Not reportedPtype: Not reportedPipe construct: Not reportedTank construct: Not reportedLongitude: Not reportedLatitude: Not reportedPipe Leak Detection: Not reportedTank Leak Detection: Not reportedTank Usage: UnregulateContents: 10000.00000Capacity: ULTRAMAR PETROLEUM INC (Continued) U003654848 TC6041498.2s Page 18 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedLeak corrosion type: Not reportedTank corrosion type: Not reportedAutomatic line leak detect: Not reportedOverfill protect type: Not reportedOverfill protect install: NSpill bucket sensor: Not reportedSpill bucket installed date: NIntermediate sump sensor: NIntermediate sump: NTurbine sump sensor: NTurbine sump: Not reportedSubmersible sump install date: NSubmersible sump: Not reportedPipe leak install date: Not reportedPipe install date: Not reportedNumber of compartment: Not reportedPtype: Not reportedPipe construct: Not reportedTank construct: Not reportedLongitude: Not reportedLatitude: Not reportedPipe Leak Detection: Not reportedTank Leak Detection: Not reportedTank Usage: Not reportedContents: 25000.00000Capacity: 05/06/1946Date Installed: 01/08/2009Status Date: Tank RemovedTank Status: 4Tank ID: Not reportedLeak corrosion type: ULTRAMAR PETROLEUM INC (Continued) U003654848 Not reportedContact name: -72.67599Longitude: 42.30347Latitude: Not reportedOwner address 2: Not reportedFacility address 2: Not reportedDescription: Not reportedTelephone: WESTHAMPTON, MA 01060Owner City,St,Zip: 837 FLORENCE RDOwner Address: ROGER DEMETROPOULOSOwner: 5810Owner Id: 8158Facility ID: NORTHAMPTON, MA 01060City,State,Zip: 837 FLORENCE RDAddress: ROGER DEMETROPOULOSName: Facility: UST: 1308 ft. 0.248 mi. Relative: Higher Actual: 296 ft. 1/8-1/4 NORTHAMPTON, MA 01060 NW 837 FLORENCE RD N/A 6 USTROGER DEMETROPOULOS U001005963 TC6041498.2s Page 19 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedLeak corrosion type: Not reportedTank corrosion type: Not reportedAutomatic line leak detect: Not reportedOverfill protect type: Not reportedOverfill protect install: NSpill bucket sensor: Not reportedSpill bucket installed date: NIntermediate sump sensor: NIntermediate sump: NTurbine sump sensor: NTurbine sump: Not reportedSubmersible sump install date: NSubmersible sump: Not reportedPipe leak install date: Not reportedPipe install date: Not reportedNumber of compartment: Not reportedPtype: Not reportedPipe construct: Not reportedTank construct: Not reportedLongitude: Not reportedLatitude: Not reportedPipe Leak Detection: Not reportedTank Leak Detection: Not reportedTank Usage: GasolineContents: 1000.00000Capacity: 05/01/1971Date Installed: 05/05/1990Status Date: Tank RemovedTank Status: 1Tank ID: CLOSEDFac status: Not reportedUpdate by: 1993-04-02 00:00:00Update: Not reportedContact email: Not reportedContact zip: Not reportedContact state: Not reportedContact city: Not reportedContact address2: Not reportedContact address1: ROGER DEMETROPOULOS (Continued) U001005963 NORTHAMPTON, MACity,State,Zip: 205 ROCKY HILL RDAddress: HAMPSHIRE COUNTY HOUSE OF CORRECTIONSName: SHWS: Financial Assurance ASBESTOS ECHO FINDS US AIRS ICIS 1706 ft.RCRA NonGen / NLRSite 1 of 2 in cluster C 0.323 mi.RELEASE Relative: Lower Actual: 213 ft. 1/4-1/2 ASTNORTHAMPTON, MA 01061 NE UST205 ROCKY HILL RD MAD982203424 C7 SHWSHAMPSHIRE SHERIFFS OFFICE 1000349816 TC6041498.2s Page 20 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 07/24/1990Pipe install date: Not reportedNumber of compartment: European suction systemPtype: Single-walled metal (Corrosion protection required)Pipe construct: Double-walled non-corrodible (including "composite") material (cathodic protection not required)Tank construct: -72.65938Longitude: 42.30652Latitude: Quarterly visual inspection and annual product line tightness testPipe Leak Detection: Continuous Interstitial MonitoringTank Leak Detection: Motor VehiTank Usage: GasolineContents: 4000.00000Capacity: 07/24/1990Date Installed: Not reportedStatus Date: In UseTank Status: 1Tank ID: OPENFac status: Laurel CarlsonUpdate by: 2016-08-02 00:00:00Update: Michael.Bouley@hsd.state.ma.usContact email: 01060Contact zip: MAContact state: NorthamptonContact city: Not reportedContact address2: 205 Rocky Hill RoadContact address1: Michael BouleyContact name: -72.65825Longitude: 42.30694Latitude: Not reportedOwner address 2: Not reportedFacility address 2: Government EntityDescription: 4135845911252Telephone: Northampton, MA 01060Owner City,St,Zip: 205 ROCKY HILL RDOwner Address: HAMPSHIRE SHERIFFS OFFICEOwner: 2956Owner Id: 30091Facility ID: NORTHAMPTON, MA 01060City,State,Zip: 205 ROCKY HILL RDAddress: HAMPSHIRE SHERIFF’S OFFICEName: Facility: UST: Not reportedOil Or Haz Material: A1Response Action Outcome: Not reportedPhase: 02/27/2004Status Date: RAOCurrent Status: Not reportedAssociated ID: TWO HRCategory: 12/22/2003Notification Date: NORTHAMPTONRelease Town: VEHICLESource Type: 1-0015141Facility ID: HAMPSHIRE SHERIFFS OFFICE (Continued) 1000349816 TC6041498.2s Page 21 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Quarterly visual inspection and annual product line tightness testPipe Leak Detection: Continuous Interstitial MonitoringTank Leak Detection: Bulk Oil aTank Usage: Waste OilContents: 550.00000Capacity: 07/24/1990Date Installed: Not reportedStatus Date: In UseTank Status: 3Tank ID: Manufactured Sacrificial Anode (Galvanic) SystemLeak corrosion type: Not reportedTank corrosion type: Not reportedAutomatic line leak detect: Automatic shut-off valveOverfill protect type: Not reportedOverfill protect install: NSpill bucket sensor: Not reportedSpill bucket installed date: NIntermediate sump sensor: NIntermediate sump: NTurbine sump sensor: NTurbine sump: Not reportedSubmersible sump install date: NSubmersible sump: Not reportedPipe leak install date: 07/24/1990Pipe install date: Not reportedNumber of compartment: European suction systemPtype: Single-walled metal (Corrosion protection required)Pipe construct: Double-walled non-corrodible (including "composite") material (cathodic protection not required)Tank construct: -72.65938Longitude: 42.30657Latitude: Continuous Interstitial Space MonitoringPipe Leak Detection: Continuous Interstitial MonitoringTank Leak Detection: Motor VehiTank Usage: DieselContents: 550.00000Capacity: 07/24/1990Date Installed: 02/25/2014Status Date: Tank RemovedTank Status: 2Tank ID: Manufactured Sacrificial Anode (Galvanic) SystemLeak corrosion type: Not reportedTank corrosion type: Not reportedAutomatic line leak detect: Automatic shut-off valveOverfill protect type: Not reportedOverfill protect install: NSpill bucket sensor: Not reportedSpill bucket installed date: NIntermediate sump sensor: NIntermediate sump: NTurbine sump sensor: NTurbine sump: Not reportedSubmersible sump install date: NSubmersible sump: Not reportedPipe leak install date: HAMPSHIRE SHERIFFS OFFICE (Continued) 1000349816 TC6041498.2s Page 22 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAddress: Not reportedName: AST: Manufactured Sacrificial Anode (Galvanic) SystemLeak corrosion type: Manufactured Sacrificial Anode (Galvanic) SystemTank corrosion type: Not reportedAutomatic line leak detect: Automatic shut-off valveOverfill protect type: Not reportedOverfill protect install: NSpill bucket sensor: Not reportedSpill bucket installed date: NIntermediate sump sensor: NIntermediate sump: NTurbine sump sensor: NTurbine sump: Not reportedSubmersible sump install date: NSubmersible sump: Not reportedPipe leak install date: 01/01/1984Pipe install date: Not reportedNumber of compartment: European suction systemPtype: Single-walled metal (Corrosion protection required)Pipe construct: Single-walled metal tank (cathodic protection required)Tank construct: -72.65861Longitude: 42.30785Latitude: Quarterly visual inspection and annual product line tightness testPipe Leak Detection: Annual Bulk Tightness TestTank Leak Detection: EmergencyTank Usage: Bulk HeatiContents: 12000.00000Capacity: 01/01/1984Date Installed: 09/05/2017Status Date: Tank RemovedTank Status: 5Tank ID: Manufactured Sacrificial Anode (Galvanic) SystemLeak corrosion type: Not reportedTank corrosion type: Not reportedAutomatic line leak detect: High level alarmOverfill protect type: Not reportedOverfill protect install: NSpill bucket sensor: Not reportedSpill bucket installed date: NIntermediate sump sensor: NIntermediate sump: NTurbine sump sensor: NTurbine sump: Not reportedSubmersible sump install date: NSubmersible sump: Not reportedPipe leak install date: 07/24/1990Pipe install date: Not reportedNumber of compartment: Non-European suction SystemPtype: Single-walled metal (Corrosion protection required)Pipe construct: Double-walled non-corrodible (including "composite") material (cathodic protection not required)Tank construct: -72.65954Longitude: 42.30669Latitude: HAMPSHIRE SHERIFFS OFFICE (Continued) 1000349816 TC6041498.2s Page 23 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 12/22/2003Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 12/22/2003Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: Actions: Click here to access the MA DEP site for this facility: Not reportedOil / Haz Material Type: reduced to background or a threat of release has been eliminated. A1 - A permanent solution has been achieved. Contamination has beenResponse Action Outcome: Not reportedPhase: 02/27/2004Status Date: TWO HRCategory: 12/22/2003Notification: NORTHAMPTONOfficial City: Not reportedPrimary ID: 1-0015141 / RAORelease Tracking Number/Current Status: NORTHAMPTON, MACity,State,Zip: 205 ROCKY HILL RDAddress: HAMPSHIRE COUNTY HOUSE OF CORRECTIONSName: Release: YAboveground: Not reportedPipe Leak Detection: 1 WallPipe Construction: SteelPipe Material: Not reportedTank Leak Detection: 1 WallTank Construction: SteelTank Material: GeneratorTank Use: Fuel OilContents: 800Capacity: In UseTank Status: Not reportedSerial Number: 4Tank ID: 30091Facility ID: Not reportedForm Rcvd and Complete?: Not reportedForm: Not reportedDue Date: Not reportedPostmark Date: Not reportedTest Date: Not reportedDate Form Mailed: Not reportedTest Cycle: Not reportedCARB # or System Type: Not reportedStage I Type: Not reportedClass: Not reportedTank Type: Not reportedOwner Name: MACity,State,Zip: HAMPSHIRE SHERIFFS OFFICE (Continued) 1000349816 TC6041498.2s Page 24 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOwner/operator email: Not reportedOwner/operator telephone: USOwner/operator country: NORTHMAPTON, MA 01060 205 ROCKY HILL RDOwner/operator address: COMM OF MASSOwner/operator name: Owner/Operator Summary: Handler: Non-Generators do not presently generate hazardous wasteDescription: Non-GeneratorClassification: PrivateLand type: 01EPA Region: Not reportedContact email: 413-584-5911Contact telephone: USContact country: NORTHMAPTON, MA 01060 205 ROCKY HILL RDContact address: WALLACE HLAVAContact: MAD982203424EPA ID: NORTHAMPTON, MA 01060 205 ROCKY HILL RDFacility address: HAMPSHIRE COUNTY JAILFacility name: 1987-03-30 00:00:00.0Date form received by agency: RCRA NonGen / NLR: VEHICLESource: STATELocation Type: 30 gallonsQuantity: DIESELChemical: Chemicals: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 2/27/2004Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 2/27/2004Action Date: Reportable Release under MGL 21EAction Status: RNFAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 12/22/2003Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 12/22/2003Action Date: FLDD1AAction Status: RLFAAction Type: to background or a threat of release has been eliminated. HAMPSHIRE SHERIFFS OFFICE (Continued) 1000349816 TC6041498.2s Page 25 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 1988-11-16 00:00:00.0 Enforcement action date: COMPLIANCE EVALUATION INSPECTION ON-SITE Enforcement action: StateViolation lead agency: 1993-11-10 00:00:00.0Date achieved compliance: 1988-11-10 00:00:00.0Date violation determined: Generators - GeneralArea of violation: SR - 061(1)Regulation violated: Facility Has Received Notices of Violations: IGNITABLE WASTE. Waste name: D001. Waste code: Hazardous Waste Summary: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: 1990-03-01 00:00:00.Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: Not reportedOwner/operator email: Not reportedOwner/operator telephone: USOwner/operator country: NORTHMAPTON, MA 01060 205 ROCKY HILL RDOwner/operator address: HAMP COUNTY JAILOwner/operator name: Not reportedOwner/Op end date: 2004-10-16 00:00:00.Owner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: HAMPSHIRE SHERIFFS OFFICE (Continued) 1000349816 TC6041498.2s Page 26 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Notice of ViolationEnforcement Action Type: NORTHAMPTON, CITY OF, MA 010600000 205 ROCKY HILL ROADFacility Address: HAMPSHIRE COUNTY JAILFacility Name: HAMPSHIRE COUNTY JAIL 250420081400001Action Name: 110003480457FRS ID: MA000A0000250420081400001Enforcement Action ID: ICIS: StateEvaluation lead agency: 1993-11-10 00:00:00.0Date achieved compliance: Generators - GeneralArea of violation: WRITTEN INFORMALEvaluation: 1988-11-10 00:00:00.0Evaluation date: Evaluation Action Summary: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 1988-11-16 00:00:00.0 Enforcement action date: COMPLIANCE EVALUATION INSPECTION ON-SITE Enforcement action: StateViolation lead agency: 1993-11-10 00:00:00.0Date achieved compliance: 1988-11-10 00:00:00.0Date violation determined: Generators - GeneralArea of violation: SR - 21CRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 1988-11-16 00:00:00.0 Enforcement action date: COMPLIANCE EVALUATION INSPECTION ON-SITE Enforcement action: StateViolation lead agency: 1993-11-10 00:00:00.0Date achieved compliance: 1988-11-10 00:00:00.0Date violation determined: Generators - GeneralArea of violation: SR - 351(10)(c)Regulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 1988-11-16 00:00:00.0 Enforcement action date: COMPLIANCE EVALUATION INSPECTION ON-SITE Enforcement action: StateViolation lead agency: 1993-11-10 00:00:00.0Date achieved compliance: 1988-11-10 00:00:00.0Date violation determined: Generators - GeneralArea of violation: SR - 801Regulation violated: HAMPSHIRE SHERIFFS OFFICE (Continued) 1000349816 TC6041498.2s Page 27 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Aerometric Data (SAROAD). AIRS is the national repository for National Emission Data System (NEDS), and the Storage and Retrieval of Subsystem) replaces the former Compliance Data System (CDS), the AFS (Aerometric Information Retrieval System (AIRS) Facility Environmental Interest/Information System: registry_id=110003480457 http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_Facility URL: 110003480457Registry ID: System MA-EPICS - Massachussetts Environmental Protection Integrated Computer Environmental Interest/Information System: registry_id=110070225813 http://ofmpub.epa.gov/enviro/fii_query_detail.disp_program_facility?p_Facility URL: 110070225813Registry ID: FINDS: AchievedActivity Status: Administrative - InformalActivity Type: Enforcement ActionActivity Group: 2007-11-27 00:00:00Activity Status Date: 2007-11-27 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MINDefault Air Classification Code: OPRAir Operating Status Code: 110003480457Facility Registry ID: AIR MA0000002504200814Programmatic ID: 01Region Code: US AIRS MINOR: Not reportedHPV Status: Not reportedAir CMS Category Code: POFFacility Type of Ownership Code: MINDefault Air Classification Code: 922140NAICS Code: Not reportedPrimary SIC Code: Not reportedD and B Number: 110003480457Facility Registry ID: AIR MA0000002504200814Programmatic ID: 01Region Code: 1000349816Envid: US AIRS MINOR: Not reportedTribal Land Code: 922140Facility NAICS Code: MA0000002504200814Program System Acronym: Not reportedPermit Type Desc: -72.65842Longitude in Decimal Degrees: 42.30608Latitude in Decimal Degrees: Not reportedFederal Facility ID: Not reportedFacility SIC Code: NOVEA Type Code: Administrative - InformalEnforcement Action Forum Desc: AIRProgram System Acronym: HAMPSHIREFacility County: HAMPSHIRE SHERIFFS OFFICE (Continued) 1000349816 TC6041498.2s Page 28 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 7AM-5PMHours: VERBALContract Type: AC000254Contractor: -1Occupied: HAMPSHIRE JAIL,205 ROCKY HILL RD;EXTERIOR, NORTHAMWorksite: Not reportedSub Town: 5088924153Facility Phone: EXEMPTFee Status: ANF-001Form Type: 100250651Sticker Number: 2016Year: AA000117Lab Lic Number: AM0Monitor Lic Number: AS070546Super Lic Number: 248321AR Tracking ID: TRANSPIPEProject Description: 8.00Quantity Material Removed LF: .00Quantity Materical Removed SF: 09/14/2016Entry Date: Not reportedDate Entered: 09/13/2016End Date: 09/13/2016Start Date: Not reportedNotifiers Name: Not reportedDEP Region: Not reportedNotification: NORTHAMPTON, MACity,State,Zip: 205 ROCKY HILL ROADAddress: HAMPSHIRE COUNTY JAIL-EXTERIORName: ASBESTOS: NORTHAMPTON, MA 01060City,State,Zip: 205 ROCKY HILL RDAddress: HAMPSHIRE COUNTY JAILName: http://echo.epa.gov/detailed-facility-report?fid=110003480457DFR URL: 110003480457Registry ID: 1000349816Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access AIR MINOR System MA-EPICS - Massachussetts Environmental Protection Integrated Computer corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource of the Clean Air Act. redesign to support facility operating permits required under Title V estimation of total national emissions. AFS is undergoing a major to comply with regulatory programs and by EPA as an input for the AFS data are utilized by states to prepare State Implementation Plans used to track emissions and compliance data from industrial plants. information concerning airborne pollution in the United States. AFS is HAMPSHIRE SHERIFFS OFFICE (Continued) 1000349816 TC6041498.2s Page 29 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation StateDescription: 30091Facility Id: NORTHAMPTON, MA 01060City,State,Zip: 205 ROCKY HILL RDAddress: HAMPSHIRE SHERIFFS OFFICEName: MA Financial Assurance 2: MARIAEntered_by: 4135250644Certified Phone: ABIDE INC.Certified Company: 09/14/2016Cert Sign Date: MARIA TILLICertified Name: Not reportedFinal Site: MATransporter State: EAST LONGMEADOWTransporter City: PO BOX 886, 483 SHAKER ROADTransporter Address: ABIDE INC.Transporter Name: 100Facility Size: 12/31/2016EXP Date: TBAPolicy Number: TBAIns Comp: 5088924153On Site Manager Phone: ROGER HAMMOND GCOn Site Manager Name: MAOwner State: NORTHAMPTONOwner City: 205 ROCKY HILL ROADOwner Address: HAMPSHIRE COUNTY JAILOwner Name: 0Small Owner Occ: 17081-2016DLWD Waiver Number: W-AW-16-229DEP Waiver Number: Not reportedWaiver Given: ROADWAYFacility Usage: ACM ADEQUATELY WETTED, DOUBLE BAGGED, SEALED AND LABELEDDisposal Methods: NONE REQUIRED-DISPOSAL ONLYDecon Process: OUTDOORSLocation: Disp, oth:EXTERIOR PICKUP/DISPOSAL ONLYAbatement Process: Oth:DISPOSAL ONLYProject Type: HAMPSHIRE SHERIFFS OFFICE (Continued) 1000349816 Not reportedAssociated ID: 72 HRCategory: 09/06/2017Notification Date: NORTHAMPTONRelease Town: USTSource Type: 11/14/2017Status Date: 1-0020350 / PSNCRelease Tracking Number/Current Status: NORTHAMPTON, MACurrent Status: NORTHAMPTON, MACity,State,Zip: 205 ROCKY HILL ROADAddress: HAMPSHIRE COUNTY JAIL UST RELEASEName: Facility: LUST: 1706 ft. Site 2 of 2 in cluster C 0.323 mi.HW GEN Relative: Lower Actual: 213 ft. 1/4-1/2 RELEASENORTHAMPTON, MA 01060 NE AST205 ROCKY HILL RD N/A C8 LUSTHAMPSHIRE COUNTY JAIL S113409817 TC6041498.2s Page 30 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PNResponse Action Outcome: 9/7/2017Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: PNResponse Action Outcome: 9/6/2017Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: PNResponse Action Outcome: 9/6/2017Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: PNResponse Action Outcome: 9/18/2017Action Date: Transmittal, Notice, or Notification ReceivedAction Status: RNFEAction Type: PNResponse Action Outcome: 9/18/2017Action Date: Transmittal, Notice, or Notification ReceivedAction Status: BOLAction Type: PNResponse Action Outcome: 4/17/2018Action Date: Level I - Technical Screen AuditAction Status: Response Action Outcome - RAOAction Type: PNResponse Action Outcome: 11/14/2017Action Date: NOTSHPAction Status: BOLAction Type: PNResponse Action Outcome: 11/14/2017Action Date: PSNRCDAction Status: Response Action Outcome - RAOAction Type: Actions: Not reportedQuantity: Not reportedChemical: Chemicals: Click here to access the MA DEP site for this facility: USTOTHERSource: USTSource: STATELocation Type: Not reportedOil Or Haz Material: PN - PNResponse Action Outcome: Not reportedPhase: HAMPSHIRE COUNTY JAIL (Continued) S113409817 TC6041498.2s Page 31 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 9/6/2017Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: PNResponse Action Outcome: 9/18/2017Action Date: Transmittal, Notice, or Notification ReceivedAction Status: RNFEAction Type: PNResponse Action Outcome: 9/18/2017Action Date: Transmittal, Notice, or Notification ReceivedAction Status: BOLAction Type: PNResponse Action Outcome: 4/17/2018Action Date: Level I - Technical Screen AuditAction Status: Response Action Outcome - RAOAction Type: PNResponse Action Outcome: 11/14/2017Action Date: NOTSHPAction Status: BOLAction Type: PNResponse Action Outcome: 11/14/2017Action Date: PSNRCDAction Status: Response Action Outcome - RAOAction Type: Actions: Not reportedQuantity: Not reportedChemical: Chemicals: Click here to access the MA DEP site for this facility: USTOTHERSource: USTSource: STATELocation Type: Not reportedOil Or Haz Material: PN - PNResponse Action Outcome: Not reportedPhase: Not reportedAssociated ID: 72 HRCategory: 09/06/2017Notification Date: NORTHAMPTONRelease Town: USTOTHERSource Type: 11/14/2017Status Date: 1-0020350 / PSNCRelease Tracking Number/Current Status: NORTHAMPTON, MACurrent Status: NORTHAMPTON, MACity,State,Zip: 205 ROCKY HILL ROADAddress: HAMPSHIRE COUNTY JAIL UST RELEASEName: Facility: HAMPSHIRE COUNTY JAIL (Continued) S113409817 TC6041498.2s Page 32 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PN - PNResponse Action Outcome: Not reportedPhase: 11/14/2017Status Date: 72 HRCategory: 09/06/2017Notification: NORTHAMPTONOfficial City: Not reportedPrimary ID: 1-0020350 / PSNCRelease Tracking Number/Current Status: NORTHAMPTON, MACity,State,Zip: 205 ROCKY HILL ROADAddress: HAMPSHIRE COUNTY JAIL UST RELEASEName: Release: Not reportedAboveground: Not reportedPipe Leak Detection: Not reportedPipe Construction: Not reportedPipe Material: Not reportedTank Leak Detection: Not reportedTank Construction: Not reportedTank Material: Not reportedTank Use: Not reportedContents: Not reportedCapacity: Not reportedTank Status: Not reportedSerial Number: Not reportedTank ID: 130223Facility ID: CompleteForm Rcvd and Complete?: FormD1Form: 07/08/2019Due Date: 05/21/2019Postmark Date: Not reportedTest Date: 03/14/2019Date Form Mailed: NoTestingReqTest Cycle: Pre-EVR/EVRCARB # or System Type: CoaxialStage I Type: STG1Class: USTTank Type: HAMPSHIRE COUNTY JAILOwner Name: NORTHAMPTON, MA 01060City,State,Zip: 205 ROCKY HILL RDAddress: HAMPSHIRE COUNTY JAILName: AST: PNResponse Action Outcome: 9/7/2017Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: PNResponse Action Outcome: 9/6/2017Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: PNResponse Action Outcome: HAMPSHIRE COUNTY JAIL (Continued) S113409817 TC6041498.2s Page 33 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NORTHAMPTON, MA 01060City,State,Zip: 205 ROCKY HILL RDAddress: HAMPSHIRE COUNTY JAILName: HW GEN: USTOTHERSource: USTSource: STATELocation Type: Not reportedQuantity: Not reportedChemical: Chemicals: PNResponse Action Outcome: 9/7/2017Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: PNResponse Action Outcome: 9/6/2017Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: PNResponse Action Outcome: 9/6/2017Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: PNResponse Action Outcome: 9/18/2017Action Date: Transmittal, Notice, or Notification ReceivedAction Status: RNFEAction Type: PNResponse Action Outcome: 9/18/2017Action Date: Transmittal, Notice, or Notification ReceivedAction Status: BOLAction Type: PNResponse Action Outcome: 4/17/2018Action Date: Level I - Technical Screen AuditAction Status: Response Action Outcome - RAOAction Type: PNResponse Action Outcome: 11/14/2017Action Date: NOTSHPAction Status: BOLAction Type: PNResponse Action Outcome: 11/14/2017Action Date: PSNRCDAction Status: Response Action Outcome - RAOAction Type: Actions: Click here to access the MA DEP site for this facility: Not reportedOil / Haz Material Type: HAMPSHIRE COUNTY JAIL (Continued) S113409817 TC6041498.2s Page 34 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedState Generator Status: VSQGRCRA Generator Status: MAD982203424EPA Id: HAMPSHIRE COUNTY JAIL (Continued) S113409817 reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 5/17/2008Action Date: FLDD1AAction Status: RLFAAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 5/17/2008Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 5/17/2008Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: Actions: 2810 milligrams per kilogramQuantity: OILChemical: Chemicals: Click here to access the MA DEP site for this facility: USTSource: COMMERCIALLocation Type: OilOil Or Haz Material: been reduced to background. A2 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: Not reportedPhase: Not reportedAssociated ID: TWO HRCategory: 05/17/2008Notification Date: EASTHAMPTONRelease Town: USTSource Type: 07/22/2008Status Date: 1-0017012 / RAORelease Tracking Number/Current Status: EASTHAMPTON, MA 01027-0000Current Status: EASTHAMPTON, MA 01027-0000City,State,Zip: 238 NORTHAMPTON RDAddress: FORMER ZOES RESTAURANTName: Facility: LUST: 1760 ft. 0.333 mi. Relative: Lower Actual: 187 ft. 1/4-1/2 EASTHAMPTON, MA 01027 SSE RELEASE238 NORTHAMPTON RD N/A 9 LUSTFORMER ZOES RESTAURANT S109146409 TC6041498.2s Page 35 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Release DispositionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 5/17/2008Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: Actions: Click here to access the MA DEP site for this facility: OilOil / Haz Material Type: been reduced to background. A2 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: Not reportedPhase: 07/22/2008Status Date: TWO HRCategory: 05/17/2008Notification: EASTHAMPTONOfficial City: Not reportedPrimary ID: 1-0017012 / RAORelease Tracking Number/Current Status: EASTHAMPTON, MA 01027-0000City,State,Zip: 238 NORTHAMPTON RDAddress: FORMER ZOES RESTAURANTName: Release: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 7/31/2008Action Date: Level I - Technical Screen AuditAction Status: Response Action Outcome - RAOAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 7/22/2008Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 7/22/2008Action Date: Reportable Release under MGL 21EAction Status: RNFAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 5/20/2008Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 5/19/2008Action Date: FLDRUNAction Status: RLFAAction Type: FORMER ZOES RESTAURANT (Continued) S109146409 TC6041498.2s Page 36 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation USTSource: COMMERCIALLocation Type: 2810 milligrams per kilogramQuantity: OILChemical: Chemicals: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 7/31/2008Action Date: Level I - Technical Screen AuditAction Status: Response Action Outcome - RAOAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 7/22/2008Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 7/22/2008Action Date: Reportable Release under MGL 21EAction Status: RNFAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 5/20/2008Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 5/19/2008Action Date: FLDRUNAction Status: RLFAAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 5/17/2008Action Date: FLDD1AAction Status: RLFAAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 5/17/2008Action Date: Reportable Release under MGL 21EAction Status: FORMER ZOES RESTAURANT (Continued) S109146409 NORTHAMPTON, MACity,State,Zip: 54 EASTHAMPTON RDAddress: TRAK PETROLEUM GAS STATIONName: SHWS: 2643 ft.UIC 0.501 mi.ASBESTOS Relative: Lower Actual: 106 ft. 1/2-1 RELEASENORTHAMPTON, MA 01060 ENE LUST54 EASTHAMPTON RD N/A 10 SHWSGASOLINE STATION S105198660 TC6041498.2s Page 37 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PHASE VPhase: Not reportedAssociated ID: 72 HRCategory: 01/10/1994Notification Date: NORTHAMPTONRelease Town: USTSource Type: 08/04/2010Status Date: 1-0010164 / RAORelease Tracking Number/Current Status: NORTHAMPTON, MA 01060Current Status: NORTHAMPTON, MA 01060City,State,Zip: 54 EASTHAMPTON RDAddress: GASOLINE STATIONName: Facility: LUST: OilOil Or Haz Material: C2Response Action Outcome: PHASE VPhase: 08/04/2010Status Date: RAOCurrent Status: Not reportedAssociated ID: 72 HRCategory: 01/10/1994Notification Date: NORTHAMPTONRelease Town: TANKSource Type: 1-0010164Facility ID: NORTHAMPTON, MA 01060City,State,Zip: 54 EASTHAMPTON RDAddress: GASOLINE STATIONName: OilOil Or Haz Material: C2Response Action Outcome: PHASE VPhase: 08/04/2010Status Date: RAOCurrent Status: Not reportedAssociated ID: 72 HRCategory: 01/10/1994Notification Date: NORTHAMPTONRelease Town: UNKNOWNSource Type: 1-0010164Facility ID: NORTHAMPTON, MA 01060City,State,Zip: 54 EASTHAMPTON RDAddress: GASOLINE STATIONName: Hazardous MaterialOil Or Haz Material: B1Response Action Outcome: Not reportedPhase: 04/16/2010Status Date: RAOCurrent Status: Not reportedAssociated ID: 120 DYCategory: 04/10/2009Notification Date: NORTHAMPTONRelease Town: Not reportedSource Type: 1-0017408Facility ID: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 38 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation C2Response Action Outcome: 1/2/2001Action Date: Tier 2 ExtensionAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 1/19/2000Action Date: Modified Revised or Updated Plan ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 1/15/2009Action Date: FLDRUNAction Status: RLFAAction Type: C2Response Action Outcome: 1/13/1995Action Date: Completion Statement ReceivedAction Status: Phase 1Action Type: C2Response Action Outcome: 1/13/1995Action Date: Transmittal, Notice, or Notification ReceivedAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 1/13/1995Action Date: Tier 2 ClassificationAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 1/10/1994Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: C2Response Action Outcome: 1/10/1994Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: Actions: Not reportedQuantity: GASOLINEChemical: Chemicals: Click here to access the MA DEP site for this facility: USTSource: UNKNOWNSource: TANKSource: COMMERCIALLocation Type: OilOil Or Haz Material: C2 - C2Response Action Outcome: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 39 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation RMRINTAction Status: Phase 5Action Type: C2Response Action Outcome: 1/31/2008Action Date: Remedy Operation Status Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 1/30/2019Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 1/30/2019Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 1/28/2019Action Date: RMRINTAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 1/28/2019Action Date: Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 1/27/2003Action Date: Remedy Operation Status Submittal ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 1/25/1994Action Date: Reportable Release under MGL 21EAction Status: RNFAction Type: C2Response Action Outcome: 1/25/1994Action Date: Written Plan ReceivedAction Status: Immediate Response ActionAction Type: C2Response Action Outcome: 1/24/2003Action Date: Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 1/24/2003Action Date: Completion Statement ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 1/21/1994Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 40 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation C2Response Action Outcome: 11/1/2002Action Date: NAFNVDAction Status: An activity type that is related to an AuditAction Type: C2Response Action Outcome: 10/4/2002Action Date: Level I - Technical Screen AuditAction Status: Phase 4Action Type: C2Response Action Outcome: 10/31/2001Action Date: Written Plan ReceivedAction Status: Phase 4Action Type: C2Response Action Outcome: 10/31/2001Action Date: Completion Statement ReceivedAction Status: Phase 3Action Type: C2Response Action Outcome: 10/21/1998Action Date: Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 10/19/2000Action Date: FOLOFFAction Status: RLFAAction Type: C2Response Action Outcome: 10/14/1997Action Date: Written Plan ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 1/31/2017Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 1/31/2017Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 1/31/2014Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 1/31/2014Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 1/31/2008Action Date: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 41 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 2/1/2016Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 2/1/2006Action Date: Remedy Operation Status Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 12/3/1999Action Date: Tier 2 ExtensionAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 12/1/2008Action Date: FOLOFFAction Status: RLFAAction Type: C2Response Action Outcome: 11/9/1995Action Date: Written Plan ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 11/9/1995Action Date: Completion Statement ReceivedAction Status: Immediate Response ActionAction Type: C2Response Action Outcome: 11/29/1994Action Date: Status or Interim Report ReceivedAction Status: Immediate Response ActionAction Type: C2Response Action Outcome: 11/26/2001Action Date: Tier 2 ExtensionAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 11/21/2008Action Date: Written Plan ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 11/1/2010Action Date: Level I - Technical Screen AuditAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 11/1/2002Action Date: Level II - Audit InspectionAction Status: Phase 4Action Type: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 42 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation C2Response Action Outcome: 2/3/2009Action Date: RMRINTAction Status: Phase 5Action Type: C2Response Action Outcome: 2/3/2005Action Date: Inspection and Monitoring Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 2/3/2004Action Date: Remedy Operation Status Submittal ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 2/29/2000Action Date: Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 2/2/2018Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 2/2/2018Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 2/2/2015Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 2/2/2015Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 2/2/2012Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 2/2/2012Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 2/17/1999Action Date: Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 2/1/2016Action Date: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 43 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Completion Statement ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 3/20/1998Action Date: Completion Statement ReceivedAction Status: Phase 2Action Type: C2Response Action Outcome: 3/11/1998Action Date: Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 2/7/2007Action Date: Remedy Operation Status Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 2/7/2007Action Date: RMRINTAction Status: Phase 5Action Type: C2Response Action Outcome: 2/4/2013Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 2/4/2013Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 2/4/2010Action Date: RMRINTAction Status: Phase 5Action Type: C2Response Action Outcome: 2/4/2010Action Date: Remedy Operation Status Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 2/3/2011Action Date: RMRINTAction Status: Phase 5Action Type: C2Response Action Outcome: 2/3/2011Action Date: Inspection and Monitoring Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 2/3/2009Action Date: Remedy Operation Status Report ReceivedAction Status: Phase 5Action Type: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 44 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation C2Response Action Outcome: 6/19/1998Action Date: Notice of Non-Compliance IssuedAction Status: Compliance and Enforcement ActionAction Type: C2Response Action Outcome: 5/25/1994Action Date: Status or Interim Report ReceivedAction Status: Immediate Response ActionAction Type: C2Response Action Outcome: 5/24/2019Action Date: RMRINTAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 5/24/2019Action Date: Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 4/28/1994Action Date: Written Approval of PlanAction Status: Immediate Response ActionAction Type: C2Response Action Outcome: 4/27/2006Action Date: NAFNVDAction Status: An activity type that is related to an AuditAction Type: C2Response Action Outcome: 4/27/2006Action Date: Level II - Audit InspectionAction Status: Phase 5Action Type: C2Response Action Outcome: 4/26/2001Action Date: Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 4/21/2006Action Date: FLDRUNAction Status: RLFAAction Type: C2Response Action Outcome: 4/2/2010Action Date: FLDRUNAction Status: RLFAAction Type: C2Response Action Outcome: 3/30/2009Action Date: RMRFINAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 3/30/2009Action Date: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 45 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Tier 2 ExtensionAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 7/11/2018Action Date: Written Plan ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 7/11/2018Action Date: TCEXTAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 7/11/2017Action Date: TCEXTAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 7/10/2014Action Date: TCEXTAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 6/7/2002Action Date: Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 6/26/2013Action Date: Tier 2 ExtensionAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 6/26/2012Action Date: NAFNVDAction Status: An activity type that is related to an AuditAction Type: C2Response Action Outcome: 6/26/2012Action Date: Level III - Comprehensive AuditAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 6/23/2010Action Date: FOLOFFAction Status: RLFAAction Type: C2Response Action Outcome: 6/20/2012Action Date: FLDRANAction Status: RLFAAction Type: C2Response Action Outcome: 6/19/2012Action Date: NOAAction Status: An activity type that is related to an AuditAction Type: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 46 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation C2Response Action Outcome: 7/31/2014Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 7/31/2014Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 7/28/2011Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 7/28/2011Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 7/27/2018Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 7/27/2018Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 7/25/2008Action Date: Remedy Operation Status Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 7/25/2008Action Date: RMRINTAction Status: Phase 5Action Type: C2Response Action Outcome: 7/20/2015Action Date: TCEXTAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 7/19/2013Action Date: Interim Deadline Letter IssuedAction Status: Compliance and Enforcement ActionAction Type: C2Response Action Outcome: 7/16/2012Action Date: Tier 2 ExtensionAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 7/12/2011Action Date: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 47 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 8/14/2002Action Date: As-Built Construction Report ReceivedAction Status: Phase 4Action Type: C2Response Action Outcome: 8/14/2002Action Date: Completion Statement ReceivedAction Status: Phase 4Action Type: C2Response Action Outcome: 8/12/2005Action Date: Remedy Operation Status Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 8/1/2016Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 8/1/2016Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 8/1/2013Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 8/1/2013Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 8/1/2006Action Date: Remedy Operation Status Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 7/8/2016Action Date: TCEXTAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 7/31/2017Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 7/31/2017Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 48 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation C2Response Action Outcome: 8/4/2009Action Date: RMRINTAction Status: Phase 5Action Type: C2Response Action Outcome: 8/3/2012Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 8/3/2012Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 8/3/2007Action Date: Remedy Operation Status Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 8/3/2007Action Date: RMRINTAction Status: Phase 5Action Type: C2Response Action Outcome: 8/28/2015Action Date: Periodic Review Opinion Evaluating Temp SolutionAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 8/27/1999Action Date: Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 8/25/2010Action Date: Tier 2 ExtensionAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 8/19/2010Action Date: NAFNVDAction Status: An activity type that is related to an AuditAction Type: C2Response Action Outcome: 8/19/2010Action Date: Level II - Audit InspectionAction Status: Phase 5Action Type: C2Response Action Outcome: 8/19/2010Action Date: FOLOFFAction Status: RLFAAction Type: C2Response Action Outcome: 8/18/2000Action Date: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 49 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1-0000131 / DEPNFARelease Tracking Number/Current Status: NORTHAMPTON, MA 01060Current Status: NORTHAMPTON, MA 01060City,State,Zip: 54 EASTHAMPTON RDAddress: REPUBLIC OIL PRIDE STAName: Facility: C2Response Action Outcome: 9/2/2003Action Date: Remedy Operation Status Submittal ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 8/7/1998Action Date: Written Plan ReceivedAction Status: Phase 4Action Type: C2Response Action Outcome: 8/7/1998Action Date: Completion Statement ReceivedAction Status: Phase 3Action Type: C2Response Action Outcome: 8/6/2004Action Date: Inspection and Monitoring Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 8/5/2015Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 8/5/2015Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 8/4/2010Action Date: RMRINTAction Status: Phase 5Action Type: C2Response Action Outcome: 8/4/2010Action Date: Action Status or AUL TerminatedAction Status: Phase 5Action Type: C2Response Action Outcome: 8/4/2010Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 8/4/2009Action Date: Remedy Operation Status Report ReceivedAction Status: Phase 5Action Type: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 50 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OilOil / Haz Material Type: -Response Action Outcome: Not reportedPhase: 11/20/1987Status Date: NONECategory: 06/04/1987Notification: NORTHAMPTONOfficial City: Not reportedPrimary ID: 1-0000131 / DEPNFARelease Tracking Number/Current Status: NORTHAMPTON, MA 01060City,State,Zip: 54 EASTHAMPTON RDAddress: REPUBLIC OIL PRIDE STAName: Release: Not reportedResponse Action Outcome: 7/23/1993Action Date: REMSITAction Status: TREGSAction Type: Not reportedResponse Action Outcome: 6/4/1987Action Date: Valid Transition SiteAction Status: Release DispositionAction Type: Not reportedResponse Action Outcome: 6/4/1987Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: Not reportedResponse Action Outcome: 11/20/1987Action Date: DEPNFAAction Status: TREGSAction Type: Actions: Not reportedQuantity: VOCSChemical: Chemicals: Click here to access the MA DEP site for this facility: USTSource: GASSTATIONLocation Type: OilOil Or Haz Material: -Response Action Outcome: Not reportedPhase: Not reportedAssociated ID: NONECategory: 06/04/1987Notification Date: NORTHAMPTONRelease Town: USTSource Type: 11/20/1987Status Date: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 51 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Tier ClassificationAction Type: C2Response Action Outcome: 1/10/1994Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: C2Response Action Outcome: 1/10/1994Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: Actions: Click here to access the MA DEP site for this facility: OilOil / Haz Material Type: C2 - C2Response Action Outcome: PHASE VPhase: 08/04/2010Status Date: 72 HRCategory: 01/10/1994Notification: NORTHAMPTONOfficial City: Not reportedPrimary ID: 1-0010164 / RAORelease Tracking Number/Current Status: NORTHAMPTON, MA 01060City,State,Zip: 54 EASTHAMPTON RDAddress: GASOLINE STATIONName: USTSource: GASSTATIONLocation Type: Not reportedQuantity: VOCSChemical: Chemicals: Not reportedResponse Action Outcome: 7/23/1993Action Date: REMSITAction Status: TREGSAction Type: Not reportedResponse Action Outcome: 6/4/1987Action Date: Valid Transition SiteAction Status: Release DispositionAction Type: Not reportedResponse Action Outcome: 6/4/1987Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: Not reportedResponse Action Outcome: 11/20/1987Action Date: DEPNFAAction Status: TREGSAction Type: Actions: Click here to access the MA DEP site for this facility: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 52 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1/27/2003Action Date: Remedy Operation Status Submittal ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 1/25/1994Action Date: Reportable Release under MGL 21EAction Status: RNFAction Type: C2Response Action Outcome: 1/25/1994Action Date: Written Plan ReceivedAction Status: Immediate Response ActionAction Type: C2Response Action Outcome: 1/24/2003Action Date: Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 1/24/2003Action Date: Completion Statement ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 1/21/1994Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: C2Response Action Outcome: 1/2/2001Action Date: Tier 2 ExtensionAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 1/19/2000Action Date: Modified Revised or Updated Plan ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 1/15/2009Action Date: FLDRUNAction Status: RLFAAction Type: C2Response Action Outcome: 1/13/1995Action Date: Completion Statement ReceivedAction Status: Phase 1Action Type: C2Response Action Outcome: 1/13/1995Action Date: Transmittal, Notice, or Notification ReceivedAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 1/13/1995Action Date: Tier 2 ClassificationAction Status: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 53 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation C2Response Action Outcome: 10/14/1997Action Date: Written Plan ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 1/31/2017Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 1/31/2017Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 1/31/2014Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 1/31/2014Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 1/31/2008Action Date: RMRINTAction Status: Phase 5Action Type: C2Response Action Outcome: 1/31/2008Action Date: Remedy Operation Status Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 1/30/2019Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 1/30/2019Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 1/28/2019Action Date: RMRINTAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 1/28/2019Action Date: Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 54 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Completion Statement ReceivedAction Status: Immediate Response ActionAction Type: C2Response Action Outcome: 11/29/1994Action Date: Status or Interim Report ReceivedAction Status: Immediate Response ActionAction Type: C2Response Action Outcome: 11/26/2001Action Date: Tier 2 ExtensionAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 11/21/2008Action Date: Written Plan ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 11/1/2010Action Date: Level I - Technical Screen AuditAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 11/1/2002Action Date: Level II - Audit InspectionAction Status: Phase 4Action Type: C2Response Action Outcome: 11/1/2002Action Date: NAFNVDAction Status: An activity type that is related to an AuditAction Type: C2Response Action Outcome: 10/4/2002Action Date: Level I - Technical Screen AuditAction Status: Phase 4Action Type: C2Response Action Outcome: 10/31/2001Action Date: Written Plan ReceivedAction Status: Phase 4Action Type: C2Response Action Outcome: 10/31/2001Action Date: Completion Statement ReceivedAction Status: Phase 3Action Type: C2Response Action Outcome: 10/21/1998Action Date: Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 10/19/2000Action Date: FOLOFFAction Status: RLFAAction Type: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 55 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation C2Response Action Outcome: 2/2/2015Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 2/2/2015Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 2/2/2012Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 2/2/2012Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 2/17/1999Action Date: Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 2/1/2016Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 2/1/2016Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 2/1/2006Action Date: Remedy Operation Status Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 12/3/1999Action Date: Tier 2 ExtensionAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 12/1/2008Action Date: FOLOFFAction Status: RLFAAction Type: C2Response Action Outcome: 11/9/1995Action Date: Written Plan ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 11/9/1995Action Date: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 56 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 2/4/2010Action Date: RMRINTAction Status: Phase 5Action Type: C2Response Action Outcome: 2/4/2010Action Date: Remedy Operation Status Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 2/3/2011Action Date: RMRINTAction Status: Phase 5Action Type: C2Response Action Outcome: 2/3/2011Action Date: Inspection and Monitoring Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 2/3/2009Action Date: Remedy Operation Status Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 2/3/2009Action Date: RMRINTAction Status: Phase 5Action Type: C2Response Action Outcome: 2/3/2005Action Date: Inspection and Monitoring Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 2/3/2004Action Date: Remedy Operation Status Submittal ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 2/29/2000Action Date: Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 2/2/2018Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 2/2/2018Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 57 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation C2Response Action Outcome: 4/27/2006Action Date: Level II - Audit InspectionAction Status: Phase 5Action Type: C2Response Action Outcome: 4/26/2001Action Date: Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 4/21/2006Action Date: FLDRUNAction Status: RLFAAction Type: C2Response Action Outcome: 4/2/2010Action Date: FLDRUNAction Status: RLFAAction Type: C2Response Action Outcome: 3/30/2009Action Date: RMRFINAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 3/30/2009Action Date: Completion Statement ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 3/20/1998Action Date: Completion Statement ReceivedAction Status: Phase 2Action Type: C2Response Action Outcome: 3/11/1998Action Date: Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 2/7/2007Action Date: Remedy Operation Status Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 2/7/2007Action Date: RMRINTAction Status: Phase 5Action Type: C2Response Action Outcome: 2/4/2013Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 2/4/2013Action Date: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 58 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Tier 2 ExtensionAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 6/26/2012Action Date: NAFNVDAction Status: An activity type that is related to an AuditAction Type: C2Response Action Outcome: 6/26/2012Action Date: Level III - Comprehensive AuditAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 6/23/2010Action Date: FOLOFFAction Status: RLFAAction Type: C2Response Action Outcome: 6/20/2012Action Date: FLDRANAction Status: RLFAAction Type: C2Response Action Outcome: 6/19/2012Action Date: NOAAction Status: An activity type that is related to an AuditAction Type: C2Response Action Outcome: 6/19/1998Action Date: Notice of Non-Compliance IssuedAction Status: Compliance and Enforcement ActionAction Type: C2Response Action Outcome: 5/25/1994Action Date: Status or Interim Report ReceivedAction Status: Immediate Response ActionAction Type: C2Response Action Outcome: 5/24/2019Action Date: RMRINTAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 5/24/2019Action Date: Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 4/28/1994Action Date: Written Approval of PlanAction Status: Immediate Response ActionAction Type: C2Response Action Outcome: 4/27/2006Action Date: NAFNVDAction Status: An activity type that is related to an AuditAction Type: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 59 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation C2Response Action Outcome: 7/25/2008Action Date: Remedy Operation Status Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 7/25/2008Action Date: RMRINTAction Status: Phase 5Action Type: C2Response Action Outcome: 7/20/2015Action Date: TCEXTAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 7/19/2013Action Date: Interim Deadline Letter IssuedAction Status: Compliance and Enforcement ActionAction Type: C2Response Action Outcome: 7/16/2012Action Date: Tier 2 ExtensionAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 7/12/2011Action Date: Tier 2 ExtensionAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 7/11/2018Action Date: Written Plan ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 7/11/2018Action Date: TCEXTAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 7/11/2017Action Date: TCEXTAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 7/10/2014Action Date: TCEXTAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 6/7/2002Action Date: Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 6/26/2013Action Date: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 60 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 8/1/2013Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 8/1/2006Action Date: Remedy Operation Status Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 7/8/2016Action Date: TCEXTAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 7/31/2017Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 7/31/2017Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 7/31/2014Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 7/31/2014Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 7/28/2011Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 7/28/2011Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 7/27/2018Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 7/27/2018Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 61 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation C2Response Action Outcome: 8/27/1999Action Date: Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 8/25/2010Action Date: Tier 2 ExtensionAction Status: Tier ClassificationAction Type: C2Response Action Outcome: 8/19/2010Action Date: NAFNVDAction Status: An activity type that is related to an AuditAction Type: C2Response Action Outcome: 8/19/2010Action Date: Level II - Audit InspectionAction Status: Phase 5Action Type: C2Response Action Outcome: 8/19/2010Action Date: FOLOFFAction Status: RLFAAction Type: C2Response Action Outcome: 8/18/2000Action Date: Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: C2Response Action Outcome: 8/14/2002Action Date: As-Built Construction Report ReceivedAction Status: Phase 4Action Type: C2Response Action Outcome: 8/14/2002Action Date: Completion Statement ReceivedAction Status: Phase 4Action Type: C2Response Action Outcome: 8/12/2005Action Date: Remedy Operation Status Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 8/1/2016Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 8/1/2016Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 8/1/2013Action Date: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 62 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 8/5/2015Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 8/4/2010Action Date: RMRINTAction Status: Phase 5Action Type: C2Response Action Outcome: 8/4/2010Action Date: Action Status or AUL TerminatedAction Status: Phase 5Action Type: C2Response Action Outcome: 8/4/2010Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 8/4/2009Action Date: Remedy Operation Status Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 8/4/2009Action Date: RMRINTAction Status: Phase 5Action Type: C2Response Action Outcome: 8/3/2012Action Date: Inspection and Monitoring Report ReceivedAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 8/3/2012Action Date: RMRINTAction Status: Response Action Outcome - RAOAction Type: C2Response Action Outcome: 8/3/2007Action Date: Remedy Operation Status Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 8/3/2007Action Date: RMRINTAction Status: Phase 5Action Type: C2Response Action Outcome: 8/28/2015Action Date: Periodic Review Opinion Evaluating Temp SolutionAction Status: Response Action Outcome - RAOAction Type: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 63 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Transmittal, Notice, or Notification ReceivedAction Status: RNFEAction Type: Significant Risk exists. Remedial actions have not been conducted because a level of NoResponse Action Outcome: 2/9/2010Action Date: ALSENTAction Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: Actions: Click here to access the MA DEP site for this facility: Hazardous MaterialOil / Haz Material Type: Significant Risk exists. B1 - Remedial actions have not been conducted because a level of NoResponse Action Outcome: Not reportedPhase: 04/16/2010Status Date: 120 DYCategory: 04/10/2009Notification: NORTHAMPTONOfficial City: Not reportedPrimary ID: 1-0017408 / RAORelease Tracking Number/Current Status: NORTHAMPTON, MACity,State,Zip: 54 EASTHAMPTON RDAddress: TRAK PETROLEUM GAS STATIONName: USTSource: UNKNOWNSource: TANKSource: COMMERCIALLocation Type: Not reportedQuantity: GASOLINEChemical: Chemicals: C2Response Action Outcome: 9/2/2003Action Date: Remedy Operation Status Submittal ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 8/7/1998Action Date: Written Plan ReceivedAction Status: Phase 4Action Type: C2Response Action Outcome: 8/7/1998Action Date: Completion Statement ReceivedAction Status: Phase 3Action Type: C2Response Action Outcome: 8/6/2004Action Date: Inspection and Monitoring Report ReceivedAction Status: Phase 5Action Type: C2Response Action Outcome: 8/5/2015Action Date: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 64 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation AS071928Super Lic Number: 105493AR Tracking ID: TrnsProject Description: .00Quantity Material Removed LF: 530.00Quantity Materical Removed SF: 10/15/2008Entry Date: Not reportedDate Entered: 10/29/2008End Date: 10/28/2008Start Date: Not reportedNotifiers Name: Not reportedDEP Region: Not reportedNotification: NORTHAMPTON, MACity,State,Zip: 54 EASTHAMPTON ROADAddress: RACING MARTName: ASBESTOS: PRIVPROPLocation Type: COMMERCIALLocation Type: 463 milligrams per kilogramQuantity: LEADChemical: Chemicals: Significant Risk exists. Remedial actions have not been conducted because a level of NoResponse Action Outcome: 6/29/2010Action Date: Level I - Technical Screen AuditAction Status: Response Action Outcome - RAOAction Type: Significant Risk exists. Remedial actions have not been conducted because a level of NoResponse Action Outcome: 5/29/2009Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: Significant Risk exists. Remedial actions have not been conducted because a level of NoResponse Action Outcome: 4/21/2010Action Date: Fee Received - FMCRA Use OnlyAction Status: Response Action Outcome - RAOAction Type: Significant Risk exists. Remedial actions have not been conducted because a level of NoResponse Action Outcome: 4/16/2010Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: Significant Risk exists. Remedial actions have not been conducted because a level of NoResponse Action Outcome: 4/10/2009Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: Significant Risk exists. Remedial actions have not been conducted because a level of NoResponse Action Outcome: 4/10/2009Action Date: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 65 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedUIC ID: -72.64932834Longitude: Not reportedWell Status: 42.30524483Latitude: Not reportedUIC APL Type: Yes/InactiveReInjection Well: Yes/InactiveInjection Well: Yes/InactiveAir Sparging: M AND A REALTY ASSOCIATESActor Name: 07/31/2019Permit Date: 1-0010164RTN Number: UIC: Not reportedEntered_by: 4135835500Certified Phone: ACCUTECHCertified Company: 10/15/2008Cert Sign Date: HEATHER R. CREPEAUCertified Name: 39Final Site: Not reportedTransporter State: LUDLOWTransporter City: 100 STATE STREETTransporter Address: ACCUTECH INSULATION & CONTRACTINGTransporter Name: Not reportedFacility Size: 11/4/2008EXP Date: WC5312904Policy Number: COMMERCE & INDUSTRYIns Comp: 603-886-0017On Site Manager Phone: PATRICK KANNOUSOn Site Manager Name: MAOwner State: NASHUAOwner City: 1 CLOCK TOWER PLACEOwner Address: CAP DEVELOPMENTOwner Name: 5Small Owner Occ: Not reportedDLWD Waiver Number: Not reportedDEP Waiver Number: Not reportedWaiver Given: FORMER GAS STATIONFacility Usage: SEALED ACM TO BE DOUBLE BAGGED OR WRAPPED IN 6 MIL POLY AND DELIVERED IN ADisposal Methods: DEMARCATE WORK AREA WITH BARRIER TAPE. POST SIGNS.Decon Process: IndoorsLocation: CAULKING & ROOFING MATERIALAbatement Process: DemProject Type: Week days: 7:00-5:00 Week end: N/AHours: WRITTENContract Type: AC000005Contractor: 0Occupied: GAS STATION KIOSKWorksite: Not reportedSub Town: 7818448766Facility Phone: FiftyFee Status: ANF-001Form Type: 100079944Sticker Number: 2008Year: Not reportedLab Lic Number: Not reportedMonitor Lic Number: GASOLINE STATION (Continued)S105198660 TC6041498.2s Page 66 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedMax Well Depth: Not reportedWell Type Name: Not reportedWell ID: Not reportedOperator Name: Not reportedDecision Date: Not reportedApplicant Name: Not reportedProgram: Not reportedPermit Type Description: Not reportedPermit Type: Not reportedPermit Number: Not reportedFinal Approval Date: Not reportedPost-Closure Receive: Not reportedConfirmation of Install Receive: Not reportedAuthorization to Install/Close Date: Not reportedReceive Date: Not reportedOwner: Not reportedNumber of Wells: Not reportedIndicates Area: Not reportedEPA Code: GASOLINE STATION (Continued)S105198660 42.28568Latitude: PO BOX 408Owner address 2: Not reportedFacility address 2: Non-Retail Motor VehicleDescription: 4135273430Telephone: EASTHAMPTON, MA 01027Owner City,St,Zip: 40 ONEIL STOwner Address: STRONG CORPORATIONOwner: 6403Owner Id: 8012Facility ID: EASTHAMPTON, MA 01027City,State,Zip: 40 ONEIL STAddress: STRONG CORPName: Facility: UST: OilOil Or Haz Material: A1Response Action Outcome: Not reportedPhase: 03/23/1998Status Date: RAOCurrent Status: Not reportedAssociated ID: TWO HRCategory: 01/26/1998Notification Date: EASTHAMPTONRelease Town: Not reportedSource Type: 1-0012176Facility ID: EASTHAMPTON, MA 01027-0000City,State,Zip: 40 ONEIL STAddress: STRONG CORPORATIONName: SHWS: 3198 ft. 0.606 mi. Relative: Lower Actual: 147 ft. 1/2-1 RELEASEEASTHAMPTON, MA 01027 SSE UST40 ONEIL ST N/A 11 SHWSSTRONG CORP U003654812 TC6041498.2s Page 67 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Single-walled non-corrodible (including "composite") material (cathodic protection not required)Tank construct: -72.65708Longitude: 42.28568Latitude: Quarterly visual inspection and annual product line tightness testPipe Leak Detection: In-Tank Monitoring SystemTank Leak Detection: Motor VehiTank Usage: DieselContents: 10000.00000Capacity: 10/24/1986Date Installed: Not reportedStatus Date: In UseTank Status: 2Tank ID: Not reportedLeak corrosion type: Not reportedTank corrosion type: Not reportedAutomatic line leak detect: Not reportedOverfill protect type: Not reportedOverfill protect install: NSpill bucket sensor: Not reportedSpill bucket installed date: NIntermediate sump sensor: NIntermediate sump: NTurbine sump sensor: NTurbine sump: Not reportedSubmersible sump install date: NSubmersible sump: Not reportedPipe leak install date: Not reportedPipe install date: Not reportedNumber of compartment: Not reportedPtype: Not reportedPipe construct: Not reportedTank construct: Not reportedLongitude: Not reportedLatitude: Not reportedPipe Leak Detection: Not reportedTank Leak Detection: Motor VehiTank Usage: DieselContents: 9000.00000Capacity: 05/06/1982Date Installed: 10/08/1986Status Date: Tank RemovedTank Status: 1Tank ID: OPENFac status: Not reportedUpdate by: 2016-06-12 00:00:00Update: Not reportedContact email: 01027Contact zip: MAContact state: EasthamptonContact city: Not reportedContact address2: 40 O’Neil St.Contact address1: David StrongContact name: -72.65708Longitude: STRONG CORP (Continued)U003654812 TC6041498.2s Page 68 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation RNFAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 1/30/1998Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 1/26/1998Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 1/26/1998Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: Actions: Click here to access the MA DEP site for this facility: OilOil / Haz Material Type: reduced to background or a threat of release has been eliminated. A1 - A permanent solution has been achieved. Contamination has beenResponse Action Outcome: Not reportedPhase: 03/23/1998Status Date: TWO HRCategory: 01/26/1998Notification: EASTHAMPTONOfficial City: Not reportedPrimary ID: 1-0012176 / RAORelease Tracking Number/Current Status: EASTHAMPTON, MA 01027-0000City,State,Zip: 40 ONEIL STAddress: STRONG CORPORATIONName: Release: Field Constructed Sacrificial Anode (Galvanic) SystemLeak corrosion type: Not reportedTank corrosion type: Not reportedAutomatic line leak detect: Automatic shut-off valveOverfill protect type: Not reportedOverfill protect install: NSpill bucket sensor: Not reportedSpill bucket installed date: NIntermediate sump sensor: NIntermediate sump: NTurbine sump sensor: NTurbine sump: Not reportedSubmersible sump install date: NSubmersible sump: Not reportedPipe leak install date: 10/24/1986Pipe install date: Not reportedNumber of compartment: European suction systemPtype: Single-walled metal (Corrosion protection required)Pipe construct: STRONG CORP (Continued)U003654812 TC6041498.2s Page 69 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedQuantity: #2 FUEL OILChemical: Chemicals: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 7/14/1998Action Date: ACOPAction Status: Compliance and Enforcement ActionAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 5/4/1998Action Date: Notice of Enforcement ConferenceAction Status: Compliance and Enforcement ActionAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 3/23/1998Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 2/23/1998Action Date: FLDRUNAction Status: RLFAAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 2/13/1998Action Date: Reportable Release under MGL 21EAction Status: STRONG CORP (Continued)U003654812 BACON PROPERTYName: Release: OilOil Or Haz Material: Not reportedResponse Action Outcome: Not reportedPhase: 07/23/1993Status Date: DEPNFACurrent Status: Not reportedAssociated ID: NONECategory: 01/15/1988Notification Date: NORTHAMPTONRelease Town: DRYWELLSource Type: 1-0000358Facility ID: NORTHAMPTON, MA 01060City,State,Zip: 14 EASTHAMPTON STAddress: BACON PROPERTYName: SHWS: 3346 ft. 0.634 mi. Relative: Lower Actual: 131 ft. 1/2-1 NORTHAMPTON, MA 01060 ENE RELEASE14 EASTHAMPTON ST N/A 12 SHWSBACON PROPERTY S100829364 TC6041498.2s Page 70 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation DRYWELLSource: COMMERCIALLocation Type: Not reportedQuantity: PETROLEUMChemical: Chemicals: Not reportedResponse Action Outcome: 7/23/1993Action Date: DEPNFAAction Status: TREGSAction Type: Not reportedResponse Action Outcome: 1/15/1988Action Date: Valid Transition SiteAction Status: Release DispositionAction Type: Actions: Click here to access the MA DEP site for this facility: OilOil / Haz Material Type: -Response Action Outcome: Not reportedPhase: 07/23/1993Status Date: NONECategory: 01/15/1988Notification: NORTHAMPTONOfficial City: Not reportedPrimary ID: 1-0000358 / DEPNFARelease Tracking Number/Current Status: NORTHAMPTON, MA 01060City,State,Zip: 14 EASTHAMPTON STAddress: BACON PROPERTY (Continued)S100829364 44 ONEILL STAddress: NO LOCATION AIDName: Release: OilOil Or Haz Material: A2Response Action Outcome: Not reportedPhase: 12/02/2002Status Date: RAOCurrent Status: Not reportedAssociated ID: TWO HRCategory: 10/02/2002Notification Date: EASTHAMPTONRelease Town: TRANSFORMSource Type: 1-0014600Facility ID: EASTHAMPTON, MA 01027-0000City,State,Zip: 44 ONEILL STAddress: NO LOCATION AIDName: SHWS: 3502 ft. 0.663 mi. Relative: Lower Actual: 145 ft. 1/2-1 HW GENEASTHAMPTON, MA 01027 SSE RELEASE44 ONEILL ST N/A 13 SHWSBERRY GLOBAL INC S107847093 TC6041498.2s Page 71 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TRANSFORMSource: RESIDNTIALLocation Type: 12 gallonsQuantity: TRANSFORMER OILChemical: Chemicals: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 6/19/2003Action Date: Level I - Technical Screen AuditAction Status: Response Action Outcome - RAOAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 12/2/2002Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 12/2/2002Action Date: Reportable Release under MGL 21EAction Status: RNFAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/7/2002Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/2/2002Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/2/2002Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: Actions: Click here to access the MA DEP site for this facility: OilOil / Haz Material Type: been reduced to background. A2 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: Not reportedPhase: 12/02/2002Status Date: TWO HRCategory: 10/02/2002Notification: EASTHAMPTONOfficial City: Not reportedPrimary ID: 1-0014600 / RAORelease Tracking Number/Current Status: EASTHAMPTON, MA 01027-0000City,State,Zip: BERRY GLOBAL INC (Continued)S107847093 TC6041498.2s Page 72 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation LQG-MAState Generator Status: LQGRCRA Generator Status: MAD000829994EPA Id: EASTHAMPTON, MA 01027City,State,Zip: 44 ONEILL STAddress: BERRY GLOBAL INCName: HW GEN: BERRY GLOBAL INC (Continued)S107847093 07/15/1993Notification Date: EASTHAMPTONRelease Town: USTSource Type: 11/08/1996Status Date: 1-0001020 / RAORelease Tracking Number/Current Status: EASTHAMPTON, MA 01027-0000Current Status: EASTHAMPTON, MA 01027-0000City,State,Zip: 150 NORTHAMPTON STAddress: HAMPSHIRE CHRYSLER PLYMOUTHName: Facility: LUST: Hazardous MaterialOil Or Haz Material: Not reportedResponse Action Outcome: Not reportedPhase: 06/25/2004Status Date: RAONRCurrent Status: Not reportedAssociated ID: 120 DYCategory: 04/29/2003Notification Date: EASTHAMPTONRelease Town: Not reportedSource Type: 1-0014877Facility ID: EASTHAMPTON, MACity,State,Zip: 150 NORTHAMPTON STAddress: HAMPSHIRE AUTO & TRUCK SALESName: Hazardous MaterialOil Or Haz Material: A2Response Action Outcome: Not reportedPhase: 07/29/2003Status Date: RAOCurrent Status: Not reportedAssociated ID: 120 DYCategory: 07/25/2002Notification Date: EASTHAMPTONRelease Town: UNKNOWNSource Type: 1-0014504Facility ID: EASTHAMPTON, MA 01027-0000City,State,Zip: 150 NORTHAMPTON STAddress: HAMPSHIRE AUTO AND TRUCK SALES, INCName: SHWS: 3888 ft. Site 1 of 2 in cluster D 0.736 mi.SPILLS Relative: Lower Actual: 186 ft. 1/2-1 RELEASEEASTHAMPTON, MA 01027 South LUST150 NORTHAMPTON ST N/A D14 SHWSHAMPSHIRE CHRYSLER PLYMOUTH S101042053 TC6041498.2s Page 73 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Click here to access the MA DEP site for this facility: OilOil / Haz Material Type: Significant Risk exists. B1 - Remedial actions have not been conducted because a level of NoResponse Action Outcome: Not reportedPhase: 11/08/1996Status Date: NONECategory: 07/15/1993Notification: EASTHAMPTONOfficial City: Not reportedPrimary ID: 1-0001020 / RAORelease Tracking Number/Current Status: EASTHAMPTON, MA 01027-0000City,State,Zip: 150 NORTHAMPTON STAddress: HAMPSHIRE CHRYSLER PLYMOUTHName: Release: Significant Risk exists. Remedial actions have not been conducted because a level of NoResponse Action Outcome: 7/15/1993Action Date: Valid Transition SiteAction Status: Release DispositionAction Type: Significant Risk exists. Remedial actions have not been conducted because a level of NoResponse Action Outcome: 5/15/1996Action Date: PENNDSAction Status: TREGSAction Type: Significant Risk exists. Remedial actions have not been conducted because a level of NoResponse Action Outcome: 11/8/1996Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: Actions: Not reportedQuantity: WASTE OILChemical: Chemicals: Click here to access the MA DEP site for this facility: USTSource: FORMERLocation Type: GASSTATIONLocation Type: OilOil Or Haz Material: Significant Risk exists. B1 - Remedial actions have not been conducted because a level of NoResponse Action Outcome: Not reportedPhase: Not reportedAssociated ID: NONECategory: HAMPSHIRE CHRYSLER PLYMOUTH (Continued) S101042053 TC6041498.2s Page 74 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation A Notice sent to a Potentially Responsible Party (PRP)Action Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 6/2/2003Action Date: Status or Interim Report ReceivedAction Status: Immediate Response ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 12/2/2002Action Date: Status or Interim Report ReceivedAction Status: Immediate Response ActionAction Type: Actions: Click here to access the MA DEP site for this facility: Hazardous MaterialOil / Haz Material Type: been reduced to background. A2 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: Not reportedPhase: 07/29/2003Status Date: 120 DYCategory: 07/25/2002Notification: EASTHAMPTONOfficial City: Not reportedPrimary ID: 1-0014504 / RAORelease Tracking Number/Current Status: EASTHAMPTON, MA 01027-0000City,State,Zip: 150 NORTHAMPTON STAddress: HAMPSHIRE AUTO AND TRUCK SALES, INCName: USTSource: FORMERLocation Type: GASSTATIONLocation Type: Not reportedQuantity: WASTE OILChemical: Chemicals: Significant Risk exists. Remedial actions have not been conducted because a level of NoResponse Action Outcome: 7/15/1993Action Date: Valid Transition SiteAction Status: Release DispositionAction Type: Significant Risk exists. Remedial actions have not been conducted because a level of NoResponse Action Outcome: 5/15/1996Action Date: PENNDSAction Status: TREGSAction Type: Significant Risk exists. Remedial actions have not been conducted because a level of NoResponse Action Outcome: 11/8/1996Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: Actions: HAMPSHIRE CHRYSLER PLYMOUTH (Continued) S101042053 TC6041498.2s Page 75 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 8/21/2003Action Date: Level I - Technical Screen AuditAction Status: Response Action Outcome - RAOAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 8/12/2002Action Date: FOLOFFAction Status: RLFAAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 8/12/2002Action Date: Written Plan ReceivedAction Status: Immediate Response ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 8/12/2002Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 7/29/2003Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 7/29/2003Action Date: Completion Statement ReceivedAction Status: Immediate Response ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 7/29/2002Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 7/25/2002Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 7/25/2002Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 6/3/2003Action Date: ALSENTAction Status: HAMPSHIRE CHRYSLER PLYMOUTH (Continued) S101042053 TC6041498.2s Page 76 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedResponse Action Outcome: 4/29/2003Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: Not reportedResponse Action Outcome: 4/29/2003Action Date: Reportable Release under MGL 21EAction Status: RNFAction Type: Not reportedResponse Action Outcome: 3/24/2004Action Date: ALSENTAction Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: Actions: Click here to access the MA DEP site for this facility: Hazardous MaterialOil / Haz Material Type: -Response Action Outcome: Not reportedPhase: 06/25/2004Status Date: 120 DYCategory: 04/29/2003Notification: EASTHAMPTONOfficial City: Not reportedPrimary ID: 1-0014877 / RAONRRelease Tracking Number/Current Status: EASTHAMPTON, MACity,State,Zip: 150 NORTHAMPTON STAddress: HAMPSHIRE AUTO & TRUCK SALESName: UNKNOWNSource: COMMERCIALLocation Type: 44.3 micrograms per literQuantity: BENZENEChemical: Chemicals: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 9/26/2002Action Date: Level I - Technical Screen AuditAction Status: Immediate Response ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 9/25/2002Action Date: Reportable Release under MGL 21EAction Status: RNFAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 8/4/2003Action Date: Fee Received - FMCRA Use OnlyAction Status: Response Action Outcome - RAOAction Type: reduced to background. HAMPSHIRE CHRYSLER PLYMOUTH (Continued) S101042053 TC6041498.2s Page 77 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Days/Close: Not reportedNotif Tel: AL MORRISETTE- EASTHAMPTON FIRENotifier: Not reportedCategory:Not reportedReport Prep: YESLUST Elig:SAReferral: NOT USEDContractor:SCCleanup Type: Not reportedOther Incdnt:TANK REMOVALIncident: Not reportedOther Source:U.S.T.Source: NONEPCB Lev (ppm):Not reportedCAS No: GALLONSQty Actual:GALLONSQty Reported: UNKNOWNQty Actual:UNKNOWNQty Reported: Not reportedOther Material:WASTE OILMaterial: Not reportedOther Impact:SOILEnv Impact: Not reportedContam Soil:WASTEVirgin Waste: PETROLEUMMat Type:YESCase Closed: Not reportedReport Time:19920413Report Date: Not reportedSpill Time:19920413Spill Date: 19920413First Response:19920415Last Entered: Not reportedDate Entered:FISH, BStaff Lead: W92-0174Spill ID:1-1020Facility ID: MA Spills: 44.3 micrograms per literQuantity: BENZENEChemical: Chemicals: Not reportedResponse Action Outcome: 6/9/2003Action Date: FOLOFFAction Status: RLFAAction Type: Not reportedResponse Action Outcome: 6/25/2004Action Date: Linked to a Tier Classified SiteAction Status: RAO Not RequiredAction Type: Not reportedResponse Action Outcome: 6/12/2003Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: HAMPSHIRE CHRYSLER PLYMOUTH (Continued) S101042053 Not reportedAssociated ID: 72 HRCategory: 11/28/2014Notification Date: EASTHAMPTONRelease Town: UNKNOWNSource Type: 1-0019588Facility ID: EASTHAMPTON, MACity,State,Zip: 150 NORTHAMPTON STREETAddress: COMMERCIAL PROPERTYName: SHWS: 3888 ft. Site 2 of 2 in cluster D 0.736 mi.Financial Assurance Relative: Lower Actual: 186 ft. 1/2-1 RELEASEEASTHAMPTON, MA 01027 South UST150 NORTHAMPTON ST N/A D15 SHWSHAMPSHIRE CHRYSLER PLYMOUTH INC U003001030 TC6041498.2s Page 78 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NIntermediate sump: NTurbine sump sensor: NTurbine sump: Not reportedSubmersible sump install date: NSubmersible sump: Not reportedPipe leak install date: Not reportedPipe install date: Not reportedNumber of compartment: Not reportedPtype: Not reportedPipe construct: Not reportedTank construct: Not reportedLongitude: Not reportedLatitude: Not reportedPipe Leak Detection: Not reportedTank Leak Detection: Not reportedTank Usage: Waste OilContents: 2000.00000Capacity: 10/01/1976Date Installed: 04/01/1992Status Date: Tank RemovedTank Status: 1Tank ID: CLOSEDFac status: Not reportedUpdate by: 2005-11-14 00:00:00Update: Not reportedContact email: Not reportedContact zip: Not reportedContact state: Not reportedContact city: Not reportedContact address2: Not reportedContact address1: Not reportedContact name: -72.66917Longitude: 42.28194Latitude: Not reportedOwner address 2: Not reportedFacility address 2: Non-Retail Motor VehicleDescription: Not reportedTelephone: EASTHAMPTON, MA 01027Owner City,St,Zip: 150 NORTHAMPTON STOwner Address: HAMPSHIRE CHRYSLER PLYMOUTHOwner: 2953Owner Id: 8014Facility ID: EASTHAMPTON, MA 01027City,State,Zip: 150 NORTHAMPTON STAddress: HAMPSHIRE CHRYSLER PLYMOUTH INCName: Facility: UST: Not reportedOil Or Haz Material: Not reportedResponse Action Outcome: Not reportedPhase: 04/03/2015Status Date: DEPNFACurrent Status: HAMPSHIRE CHRYSLER PLYMOUTH INC (Continued) U003001030 TC6041498.2s Page 79 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedResponse Action Outcome: 3/26/2015Action Date: Submittal RetractedAction Status: RNFEAction Type: Not reportedResponse Action Outcome: 12/2/2014Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: Not reportedResponse Action Outcome: 11/28/2014Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: Not reportedResponse Action Outcome: 11/28/2014Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: Not reportedResponse Action Outcome: 1/27/2015Action Date: Transmittal, Notice, or Notification ReceivedAction Status: RNFEAction Type: Not reportedResponse Action Outcome: 1/27/2015Action Date: Written Plan ReceivedAction Status: Immediate Response ActionAction Type: Actions: Click here to access the MA DEP site for this facility: Not reportedOil / Haz Material Type: -Response Action Outcome: Not reportedPhase: 04/03/2015Status Date: 72 HRCategory: 11/28/2014Notification: EASTHAMPTONOfficial City: Not reportedPrimary ID: 1-0019588 / DEPNFARelease Tracking Number/Current Status: EASTHAMPTON, MACity,State,Zip: 150 NORTHAMPTON STREETAddress: COMMERCIAL PROPERTYName: Release: Not reportedLeak corrosion type: Not reportedTank corrosion type: Not reportedAutomatic line leak detect: Not reportedOverfill protect type: Not reportedOverfill protect install: NSpill bucket sensor: Not reportedSpill bucket installed date: NIntermediate sump sensor: HAMPSHIRE CHRYSLER PLYMOUTH INC (Continued) U003001030 TC6041498.2s Page 80 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PrivateDescription: 8014Facility Id: EASTHAMPTON, MA 01027City,State,Zip: 150 NORTHAMPTON STAddress: HAMPSHIRE CHRYSLER PLYMOUTHName: MA Financial Assurance 2: UNKNOWNSource: COMMERCIALLocation Type: 6 inchesQuantity: NAPLChemical: Chemicals: Not reportedResponse Action Outcome: 4/3/2015Action Date: Written Denial of PlanAction Status: RNFEAction Type: Not reportedResponse Action Outcome: 4/3/2015Action Date: DEPNFAAction Status: RAO Not RequiredAction Type: HAMPSHIRE CHRYSLER PLYMOUTH INC (Continued) U003001030 Not reportedPhase: 08/20/2001Status Date: RAOCurrent Status: Not reportedAssociated ID: TWO HRCategory: 07/10/2001Notification Date: EASTHAMPTONRelease Town: VEHICLESource Type: 1-0014012Facility ID: EASTHAMPTON, MA 01027-0000City,State,Zip: ONEIL STAddress: IN FRONT OF #44Name: Not reportedOil Or Haz Material: Not reportedResponse Action Outcome: Not reportedPhase: 09/30/1993Status Date: WCSPRMCurrent Status: Not reportedAssociated ID: NONECategory: 10/24/1985Notification Date: EASTHAMPTONRelease Town: SEPTICTANKSource Type: 1-0000068Facility ID: EASTHAMPTON, MA 01027City,State,Zip: ONEIL STAddress: MAGNAT COName: SHWS: 3957 ft. 0.749 mi. Relative: Lower Actual: 142 ft. 1/2-1 EASTHAMPTON, MA 01027 SSE RELEASEONEIL ST N/A 16 SHWSMAGNAT CO S100361155 TC6041498.2s Page 81 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TREGSAction Type: Not reportedResponse Action Outcome: 7/6/1992Action Date: WAVSIGAction Status: TREGSAction Type: Not reportedResponse Action Outcome: 7/23/1992Action Date: WAVACCAction Status: TREGSAction Type: Not reportedResponse Action Outcome: 5/12/1992Action Date: WAVRECAction Status: TREGSAction Type: Not reportedResponse Action Outcome: 4/13/1994Action Date: NAFVIOAction Status: An activity type that is related to an AuditAction Type: Not reportedResponse Action Outcome: 10/24/1985Action Date: Valid Transition SiteAction Status: Release DispositionAction Type: Not reportedResponse Action Outcome: 10/24/1985Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: Not reportedResponse Action Outcome: 10/18/1990Action Date: FLDREQAction Status: Compliance and Enforcement ActionAction Type: Actions: Click here to access the MA DEP site for this facility: Not reportedOil / Haz Material Type: -Response Action Outcome: Not reportedPhase: 09/30/1993Status Date: NONECategory: 10/24/1985Notification: EASTHAMPTONOfficial City: Not reportedPrimary ID: 1-0000068 / WCSPRMRelease Tracking Number/Current Status: EASTHAMPTON, MA 01027City,State,Zip: ONEIL STAddress: MAGNAT COName: Release: OilOil Or Haz Material: A1Response Action Outcome: MAGNAT CO (Continued)S100361155 TC6041498.2s Page 82 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 8/20/2001Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 8/20/2001Action Date: Reportable Release under MGL 21EAction Status: RNFAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 7/23/2001Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 7/10/2001Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 7/10/2001Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: Actions: Click here to access the MA DEP site for this facility: OilOil / Haz Material Type: reduced to background or a threat of release has been eliminated. A1 - A permanent solution has been achieved. Contamination has beenResponse Action Outcome: Not reportedPhase: 08/20/2001Status Date: TWO HRCategory: 07/10/2001Notification: EASTHAMPTONOfficial City: Not reportedPrimary ID: 1-0014012 / RAORelease Tracking Number/Current Status: EASTHAMPTON, MA 01027-0000City,State,Zip: ONEIL STAddress: IN FRONT OF #44Name: SEPTICTANKSource: COMMERCIALLocation Type: Not reportedQuantity: WASTEChemical: Chemicals: Not reportedResponse Action Outcome: 9/30/1993Action Date: WCSPRMAction Status: MAGNAT CO (Continued)S100361155 TC6041498.2s Page 83 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation VEHICLESource: 20 gallonsQuantity: DIESEL FUELChemical: Chemicals: MAGNAT CO (Continued)S100361155 reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 2/20/2001Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 2/16/2001Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: Actions: Click here to access the MA DEP site for this facility: Not reportedOil / Haz Material Type: been reduced to background. A2 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: Not reportedPhase: 06/14/2001Status Date: TWO HRCategory: 02/16/2001Notification: EASTHAMPTONOfficial City: Not reportedPrimary ID: 1-0013812 / RAORelease Tracking Number/Current Status: EASTHAMPTON, MA 01027-0000City,State,Zip: 54 ONEIL STAddress: VEHICLE ACCIDENTName: Release: Not reportedOil Or Haz Material: A2Response Action Outcome: Not reportedPhase: 06/14/2001Status Date: RAOCurrent Status: Not reportedAssociated ID: TWO HRCategory: 02/16/2001Notification Date: EASTHAMPTONRelease Town: VEHICLESource Type: 1-0013812Facility ID: EASTHAMPTON, MA 01027-0000City,State,Zip: 54 ONEIL STAddress: VEHICLE ACCIDENTName: SHWS: 4047 ft. Site 1 of 2 in cluster E 0.766 mi. Relative: Lower Actual: 142 ft. 1/2-1 EASTHAMPTON, MA 01027 SSE RELEASE54 ONEIL ST N/A E17 SHWSVEHICLE ACCIDENT S104941736 TC6041498.2s Page 84 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation VEHICLESource: WATERBODYLocation Type: COMMERCIALLocation Type: 5 gallonsQuantity: DIESELChemical: Chemicals: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 6/14/2001Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 4/17/2001Action Date: Reportable Release under MGL 21EAction Status: RNFAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 4/17/2001Action Date: Written Plan ReceivedAction Status: Immediate Response ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 2/20/2001Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 2/20/2001Action Date: FLDRUNAction Status: RLFAAction Type: VEHICLE ACCIDENT (Continued)S104941736 B1Response Action Outcome: Not reportedPhase: 10/27/2000Status Date: RAOCurrent Status: Not reportedAssociated ID: 120 DYCategory: 03/24/2000Notification Date: EASTHAMPTONRelease Town: Not reportedSource Type: 1-0013368Facility ID: EASTHAMPTON, MA 01027-0000City,State,Zip: 54 O NEILL STAddress: NO LOCATION AIDName: SHWS: 4047 ft. Site 2 of 2 in cluster E 0.766 mi. Relative: Lower Actual: 142 ft. 1/2-1 EASTHAMPTON, MA 01027 SSE RELEASE54 O NEILL ST N/A E18 SHWSNO LOCATION AID S104562246 TC6041498.2s Page 85 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 15 micrograms per literQuantity: 2 METHYLNAPHTHALENEChemical: Chemicals: Significant Risk exists. Remedial actions have not been conducted because a level of NoResponse Action Outcome: 3/30/2000Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: Significant Risk exists. Remedial actions have not been conducted because a level of NoResponse Action Outcome: 3/24/2000Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: Significant Risk exists. Remedial actions have not been conducted because a level of NoResponse Action Outcome: 3/24/2000Action Date: Reportable Release under MGL 21EAction Status: RNFAction Type: Significant Risk exists. Remedial actions have not been conducted because a level of NoResponse Action Outcome: 10/30/2000Action Date: Fee Received - FMCRA Use OnlyAction Status: Response Action Outcome - RAOAction Type: Significant Risk exists. Remedial actions have not been conducted because a level of NoResponse Action Outcome: 10/27/2000Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: Actions: Click here to access the MA DEP site for this facility: Not reportedOil / Haz Material Type: Significant Risk exists. B1 - Remedial actions have not been conducted because a level of NoResponse Action Outcome: Not reportedPhase: 10/27/2000Status Date: 120 DYCategory: 03/24/2000Notification: EASTHAMPTONOfficial City: Not reportedPrimary ID: 1-0013368 / RAORelease Tracking Number/Current Status: EASTHAMPTON, MA 01027-0000City,State,Zip: 54 O NEILL STAddress: NO LOCATION AIDName: Release: Not reportedOil Or Haz Material: NO LOCATION AID (Continued)S104562246 TC6041498.2s Page 86 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 1/23/2014Action Date: Level I - Technical Screen AuditAction Status: Response Action Outcome - RAOAction Type: Actions: 205 parts per millionQuantity: #2 FUEL OILChemical: Chemicals: Click here to access the MA DEP site for this facility: USTSource: TANKSource: COMMERCIALLocation Type: OilOil Or Haz Material: been reduced to background. A2 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: Not reportedPhase: Not reportedAssociated ID: 72 HRCategory: 10/16/2013Notification Date: NORTHAMPTONRelease Town: USTSource Type: 12/17/2013Status Date: 1-0019243 / RAORelease Tracking Number/Current Status: NORTHAMPTON, MACurrent Status: NORTHAMPTON, MACity,State,Zip: 375 SOUTH STREETAddress: N/AName: Facility: LUST: OilOil Or Haz Material: A2Response Action Outcome: Not reportedPhase: 12/17/2013Status Date: RAOCurrent Status: Not reportedAssociated ID: 72 HRCategory: 10/16/2013Notification Date: NORTHAMPTONRelease Town: TANKSource Type: 1-0019243Facility ID: NORTHAMPTON, MACity,State,Zip: 375 SOUTH STREETAddress: N/AName: SHWS: 4177 ft. 0.791 mi. Relative: Lower Actual: 141 ft. 1/2-1 RELEASENORTHAMPTON, MA ENE LUST375 SOUTH STREET N/A 19 SHWSN/A S114965420 TC6041498.2s Page 87 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Response Action Outcome - RAOAction Type: Actions: Click here to access the MA DEP site for this facility: OilOil / Haz Material Type: been reduced to background. A2 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: Not reportedPhase: 12/17/2013Status Date: 72 HRCategory: 10/16/2013Notification: NORTHAMPTONOfficial City: Not reportedPrimary ID: 1-0019243 / RAORelease Tracking Number/Current Status: NORTHAMPTON, MACity,State,Zip: 375 SOUTH STREETAddress: N/AName: Release: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 12/17/2013Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 12/12/2013Action Date: SHPTMPAction Status: BOLAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/31/2013Action Date: Transmittal, Notice, or Notification ReceivedAction Status: BOLAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/22/2013Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/16/2013Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/16/2013Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: N/A (Continued)S114965420 TC6041498.2s Page 88 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation USTSource: TANKSource: COMMERCIALLocation Type: 205 parts per millionQuantity: #2 FUEL OILChemical: Chemicals: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 12/17/2013Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 12/12/2013Action Date: SHPTMPAction Status: BOLAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/31/2013Action Date: Transmittal, Notice, or Notification ReceivedAction Status: BOLAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/22/2013Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/16/2013Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/16/2013Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 1/23/2014Action Date: Level I - Technical Screen AuditAction Status: N/A (Continued)S114965420 TC6041498.2s Page 89 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 10/20/2012Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 10/20/2012Action Date: FLDRANAction Status: RLFAAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 10/20/2012Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: Actions: Click here to access the MA DEP site for this facility: OilOil / Haz Material Type: reduced to background or a threat of release has been eliminated. A1 - A permanent solution has been achieved. Contamination has beenResponse Action Outcome: Not reportedPhase: 12/21/2012Status Date: TWO HRCategory: 10/20/2012Notification: EASTHAMPTONOfficial City: Not reportedPrimary ID: 1-0018909 / RAORelease Tracking Number/Current Status: EASTHAMPTON, MA 01027-0000City,State,Zip: 124 NORTHAMPTON STREETAddress: MOBIL STATIONName: Release: OilOil Or Haz Material: A1Response Action Outcome: Not reportedPhase: 12/21/2012Status Date: RAOCurrent Status: Not reportedAssociated ID: TWO HRCategory: 10/20/2012Notification Date: EASTHAMPTONRelease Town: HOSESource Type: 1-0018909Facility ID: EASTHAMPTON, MA 01027-0000City,State,Zip: 124 NORTHAMPTON STREETAddress: MOBIL STATIONName: SHWS: 4482 ft. 0.849 mi. Relative: Lower Actual: 180 ft. 1/2-1 EASTHAMPTON, MA 01027 South RELEASE124 NORTHAMPTON STREET N/A 20 SHWSMOBIL STATION S112288205 TC6041498.2s Page 90 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation HOSESource: COMMERCIALLocation Type: 10 gallonsQuantity: GASOLINEChemical: Chemicals: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 2/12/2013Action Date: Level I - Technical Screen AuditAction Status: Response Action Outcome - RAOAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 12/21/2012Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 12/19/2012Action Date: Transmittal, Notice, or Notification ReceivedAction Status: RNFEAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 10/23/2012Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: MOBIL STATION (Continued)S112288205 O’CONNELL OILName: Facility: LUST: OilOil Or Haz Material: A2Response Action Outcome: Not reportedPhase: 05/17/2007Status Date: RAOCurrent Status: Not reportedAssociated ID: 120 DYCategory: 05/09/2007Notification Date: NORTHAMPTONRelease Town: Not reportedSource Type: 1-0016611Facility ID: NORTHAMPTON, MACity,State,Zip: 25 TEXAS RDAddress: OCONNELL BULK TERMINALName: SHWS: TIER 2 4640 ft.HW GEN 0.879 mi.RELEASE Relative: Lower Actual: 134 ft. 1/2-1 LASTNORTHAMPTON, MA 01060 ENE LUST25 TEXAS RD N/A 21 SHWSO’CONNELL OIL S108117520 TC6041498.2s Page 91 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 10/17/2006Action Date: Level I - Technical Screen AuditAction Status: Release Abatement MeasureAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/13/2006Action Date: Reportable Release under MGL 21EAction Status: RNFAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/13/2006Action Date: Written Plan ReceivedAction Status: Release Abatement MeasureAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/13/2006Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: Actions: 77 parts per millionQuantity: #2 FUEL OILChemical: 82 milligrams per literQuantity: C11 THRU C22 AROMATIC HYDROCARBONSChemical: 2040 milligrams per kilogramQuantity: C11 THRU C22 AROMATIC HYDROCARBONSChemical: 83.4 milligrams per literQuantity: C9 THRU C18 ALIPHATIC HYDROCARBONSChemical: 2050 milligrams per kilogramQuantity: C9 THRU C18 ALIPHATIC HYDROCARBONSChemical: Chemicals: Click here to access the MA DEP site for this facility: USTSource: COMMERCIALLocation Type: INDUSTRIALLocation Type: OilOil Or Haz Material: been reduced to background. A2 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: Not reportedPhase: Not reportedAssociated ID: 120 DYCategory: 10/13/2006Notification Date: NORTHAMPTONRelease Town: USTSource Type: 02/09/2007Status Date: 1-0016339 / RAORelease Tracking Number/Current Status: NORTHAMPTON, MA 01060-0000Current Status: NORTHAMPTON, MA 01060-0000City,State,Zip: 25 TEXAS RDAddress: O’CONNELL OIL (Continued)S108117520 TC6041498.2s Page 92 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Click here to access the MA DEP site for this facility: USTSource: INDUSTRIALLocation Type: OilOil Or Haz Material: been reduced to background. A2 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: Not reportedPhase: Not reportedAssociated ID: 72 HRCategory: 03/30/1995Notification Date: NORTHAMPTONRelease Town: USTSource Type: 11/29/1995Status Date: 1-0010797 / RAORelease Tracking Number/Current Status: NORTHAMPTON, MACurrent Status: NORTHAMPTON, MACity,State,Zip: 25 TEXAS RDAddress: BULK STORAGE PLANTName: Facility: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 9/8/2006Action Date: Release or TOR Less than Reporting RequirementAction Status: Release DispositionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 2/9/2007Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 2/23/2007Action Date: Level I - Technical Screen AuditAction Status: Response Action Outcome - RAOAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/31/2006Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/20/2006Action Date: Fee Received - FMCRA Use OnlyAction Status: Release Abatement MeasureAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: O’CONNELL OIL (Continued)S108117520 TC6041498.2s Page 93 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Reportable Release under MGL 21EAction Status: RNFAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 4/3/1995Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 3/30/1995Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 3/30/1995Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 11/29/1995Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 11/29/1995Action Date: Completion Statement ReceivedAction Status: Immediate Response ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 11/27/1995Action Date: Fee Received - FMCRA Use OnlyAction Status: Response Action Outcome - RAOAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/3/1995Action Date: Notice of Non-Compliance IssuedAction Status: Compliance and Enforcement ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/19/1995Action Date: Written Plan ReceivedAction Status: Immediate Response ActionAction Type: Actions: 100 parts per millionQuantity: #2 FUEL OILChemical: 1400 milligrams per kilogramQuantity: TOTAL PETROLEUM HYDROCARBONS (TPH)Chemical: Chemicals: O’CONNELL OIL (Continued)S108117520 TC6041498.2s Page 94 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 12/18/2009Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/19/2009Action Date: Transmittal, Notice, or Notification ReceivedAction Status: RNFEAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/19/2009Action Date: Written Plan ReceivedAction Status: Immediate Response ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/19/2009Action Date: Imminent Hazard Evaluation ReceivedAction Status: Immediate Response ActionAction Type: Actions: ASTSource: INDUSTRIALLocation Type: 150 gallonsQuantity: #2 FUEL OILChemical: Chemicals: OilOil Or Haz Material: been reduced to background. A2 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: Not reportedPhase: 12/18/2009Status Date: Not reportedAssociated ID: TWO HRCategory: 08/20/2009Notification Date: NORTHAMPTONRelease Town: ASTSource Type: 1-0017552 / RAORelease Tracking Number/Current Status: NORTHAMPTON, MACity,State,Zip: 25 TEXAS RDAddress: O’CONNEL OIL BULK FACILITYName: LAST: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 7/11/1995Action Date: Status or Interim Report ReceivedAction Status: Immediate Response ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 6/19/1995Action Date: O’CONNELL OIL (Continued)S108117520 TC6041498.2s Page 95 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Compliance and Enforcement ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/19/1995Action Date: Written Plan ReceivedAction Status: Immediate Response ActionAction Type: Actions: Click here to access the MA DEP site for this facility: OilOil / Haz Material Type: been reduced to background. A2 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: Not reportedPhase: 11/29/1995Status Date: 72 HRCategory: 03/30/1995Notification: NORTHAMPTONOfficial City: Not reportedPrimary ID: 1-0010797 / RAORelease Tracking Number/Current Status: NORTHAMPTON, MACity,State,Zip: 25 TEXAS RDAddress: BULK STORAGE PLANTName: Release: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 8/25/2009Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 8/21/2009Action Date: FLDD1UAction Status: RLFAAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 8/20/2009Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 8/20/2009Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 12/21/2009Action Date: Level I - Technical Screen AuditAction Status: Response Action Outcome - RAOAction Type: O’CONNELL OIL (Continued)S108117520 TC6041498.2s Page 96 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation #2 FUEL OILChemical: 1400 milligrams per kilogramQuantity: TOTAL PETROLEUM HYDROCARBONS (TPH)Chemical: Chemicals: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 7/11/1995Action Date: Status or Interim Report ReceivedAction Status: Immediate Response ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 6/19/1995Action Date: Reportable Release under MGL 21EAction Status: RNFAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 4/3/1995Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 3/30/1995Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 3/30/1995Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 11/29/1995Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 11/29/1995Action Date: Completion Statement ReceivedAction Status: Immediate Response ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 11/27/1995Action Date: Fee Received - FMCRA Use OnlyAction Status: Response Action Outcome - RAOAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/3/1995Action Date: Notice of Non-Compliance IssuedAction Status: O’CONNELL OIL (Continued)S108117520 TC6041498.2s Page 97 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/31/2006Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/20/2006Action Date: Fee Received - FMCRA Use OnlyAction Status: Release Abatement MeasureAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/17/2006Action Date: Level I - Technical Screen AuditAction Status: Release Abatement MeasureAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/13/2006Action Date: Reportable Release under MGL 21EAction Status: RNFAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/13/2006Action Date: Written Plan ReceivedAction Status: Release Abatement MeasureAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/13/2006Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: Actions: Click here to access the MA DEP site for this facility: OilOil / Haz Material Type: been reduced to background. A2 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: Not reportedPhase: 02/09/2007Status Date: 120 DYCategory: 10/13/2006Notification: NORTHAMPTONOfficial City: Not reportedPrimary ID: 1-0016339 / RAORelease Tracking Number/Current Status: NORTHAMPTON, MA 01060-0000City,State,Zip: 25 TEXAS RDAddress: O’CONNELL OILName: USTSource: INDUSTRIALLocation Type: 100 parts per millionQuantity: O’CONNELL OIL (Continued)S108117520 TC6041498.2s Page 98 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 11/7/2007Action Date: Level I - Technical Screen AuditAction Status: Response Action Outcome - RAOAction Type: Actions: Click here to access the MA DEP site for this facility: OilOil / Haz Material Type: been reduced to background. A2 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: Not reportedPhase: 05/17/2007Status Date: 120 DYCategory: 05/09/2007Notification: NORTHAMPTONOfficial City: Not reportedPrimary ID: 1-0016611 / RAORelease Tracking Number/Current Status: NORTHAMPTON, MACity,State,Zip: 25 TEXAS RDAddress: OCONNELL BULK TERMINALName: USTSource: COMMERCIALLocation Type: INDUSTRIALLocation Type: 77 parts per millionQuantity: #2 FUEL OILChemical: 82 milligrams per literQuantity: C11 THRU C22 AROMATIC HYDROCARBONSChemical: 2040 milligrams per kilogramQuantity: C11 THRU C22 AROMATIC HYDROCARBONSChemical: 83.4 milligrams per literQuantity: C9 THRU C18 ALIPHATIC HYDROCARBONSChemical: 2050 milligrams per kilogramQuantity: C9 THRU C18 ALIPHATIC HYDROCARBONSChemical: Chemicals: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 9/8/2006Action Date: Release or TOR Less than Reporting RequirementAction Status: Release DispositionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 2/9/2007Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 2/23/2007Action Date: Level I - Technical Screen AuditAction Status: Response Action Outcome - RAOAction Type: O’CONNELL OIL (Continued)S108117520 TC6041498.2s Page 99 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/19/2009Action Date: Written Plan ReceivedAction Status: Immediate Response ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/19/2009Action Date: Imminent Hazard Evaluation ReceivedAction Status: Immediate Response ActionAction Type: Actions: Click here to access the MA DEP site for this facility: OilOil / Haz Material Type: been reduced to background. A2 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: Not reportedPhase: 12/18/2009Status Date: TWO HRCategory: 08/20/2009Notification: NORTHAMPTONOfficial City: Not reportedPrimary ID: 1-0017552 / RAORelease Tracking Number/Current Status: NORTHAMPTON, MACity,State,Zip: 25 TEXAS RDAddress: O’CONNEL OIL BULK FACILITYName: 280 milligrams per kilogramQuantity: C11 THRU C22 AROMATIC HYDROCARBONSChemical: Chemicals: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 5/9/2007Action Date: Reportable Release under MGL 21EAction Status: RNFAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 5/9/2007Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 5/17/2007Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 5/11/2007Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: O’CONNELL OIL (Continued)S108117520 TC6041498.2s Page 100 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation SQG-MAState Generator Status: VSQGRCRA Generator Status: MAD982200263EPA Id: NORTHAMPTON, MA 01060City,State,Zip: 25 TEXAS RDAddress: OCONNELL OIL ASSOCIATES INCName: HW GEN: ASTSource: INDUSTRIALLocation Type: 150 gallonsQuantity: #2 FUEL OILChemical: Chemicals: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 8/25/2009Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 8/21/2009Action Date: FLDD1UAction Status: RLFAAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 8/20/2009Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 8/20/2009Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 12/21/2009Action Date: Level I - Technical Screen AuditAction Status: Response Action Outcome - RAOAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 12/18/2009Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: reduced to background. A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/19/2009Action Date: Transmittal, Notice, or Notification ReceivedAction Status: RNFEAction Type: O’CONNELL OIL (Continued)S108117520 TC6041498.2s Page 101 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDescription: NAICSType: 454311Id: FDTR2016000000010365Record Key: Not reportedLast Modified: TRIDescription: TRIType: 0106WCNNLL25TEXId: FDTR2016000000010364Record Key: Not reportedLast Modified: State IDDescription: State IDType: Not reportedId: FDTR2016000000010363Record Key: Not reportedLast Modified: RMPDescription: RMPType: Not reportedId: FDTR2016000000010362Record Key: Not reportedLast Modified: EINDescription: EINType: Not reportedId: FDTR2016000000010361Record Key: Not reportedLatlong Method: Not reportedLatlong Location Description: Not reportedFire District: Not reportedValidation Report: Nickolas AndersonSubmitted By: Not reportedState Label Code: FSite Map: FSite Coord Abbreviated?: 25Num Of Employees: Not reportedFees Total: 08/08/2017Date Modified: Not reportedFailed Validation: FDike Or Other Safeguard: 02/24/2017Date Signed: Not reportedAll Chemicals Same As Last Yr: Not reportedNotes: United StatesMailing Country: 01202-202-Mailing City/State/Zip: P.O. Box 1387Mailing Address: -72.64320Longitude: 42.30850Latitude: Not reportedFacility Dept: FATR2016000000029905Facility Id: 2016Report Year: NORTHAMPTON, MA 01060City,State,Zip: 25 TEXAS ROADAddress: O’CONNELL OIL ASSOCIATES; INC. - NORTHAMPTON FACILITYName: TIER 2: O’CONNELL OIL (Continued)S108117520 TC6041498.2s Page 102 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation jsobon@oconnelloil.comContact Email: SobonContact Name: Vice President Facility OperationsTitle: CTTR2016275353P29905Contact Record Id: 2016Report Year: Contact: Not reportedModification Date: Not reportedContact4 Type: Not reportedContact3 Type: Not reportedContact2 Type: Owner / OperatorContact1 Type: USContact Mail Country: 01202-202-Contact Mail Zip: MAContact Mail State: PittsfieldContact Mail City: P.O. Box 1387Contact Mail Address: jsobon@oconnelloil.comContact Email: SobonContact Name: Not reportedTitle: CTTR2016275346P29905Contact Record Id: 2016Report Year: Contact: Not reportedModification Date: Not reportedContact4 Type: Not reportedContact3 Type: Not reportedContact2 Type: BillingContact1 Type: Not reportedContact Mail Country: Not reportedContact Mail Zip: Not reportedContact Mail State: Not reportedContact Mail City: Not reportedContact Mail Address: Not reportedContact Email: Not reportedContact Name: Not reportedTitle: CTTR2016277470P29905Contact Record Id: 2016Report Year: Contact: Not reportedLast Modified: DUN & BradStreetDescription: DUN & BradStreetType: NAId: FDTR2016000000010367Record Key: Not reportedLast Modified: SICDescription: SICType: 5171Id: FDTR2016000000010366Record Key: Not reportedLast Modified: O’CONNELL OIL (Continued)S108117520 TC6041498.2s Page 103 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PittsfieldContact Mail City: P.O. Box 1387Contact Mail Address: Not reportedContact Email: Oil Associates; Inc.Contact Name: Not reportedTitle: CTTR2016275345P29905Contact Record Id: 2016Report Year: Contact: Not reportedModification Date: Not reportedContact4 Type: Not reportedContact3 Type: Not reportedContact2 Type: OtherContact1 Type: USContact Mail Country: 01060Contact Mail Zip: MAContact Mail State: NorthamptonContact Mail City: 25 Texas RoadContact Mail Address: Not reportedContact Email: Not reportedContact Name: Not reportedTitle: CTTR2016275349P29905Contact Record Id: 2016Report Year: Contact: Not reportedModification Date: Not reportedContact4 Type: Not reportedContact3 Type: Not reportedContact2 Type: Tier II Information ContactContact1 Type: Not reportedContact Mail Country: Not reportedContact Mail Zip: Not reportedContact Mail State: Not reportedContact Mail City: Not reportedContact Mail Address: jsobon@oconnelloil.comContact Email: SobonContact Name: Vice President Facility OperationsTitle: CTTR2016275352P29905Contact Record Id: 2016Report Year: Contact: Not reportedModification Date: Not reportedContact4 Type: Not reportedContact3 Type: Not reportedContact2 Type: Fac. Emergency CoordinatorContact1 Type: Not reportedContact Mail Country: Not reportedContact Mail Zip: Not reportedContact Mail State: Not reportedContact Mail City: Not reportedContact Mail Address: O’CONNELL OIL (Continued)S108117520 TC6041498.2s Page 104 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedContact Mail Zip: Not reportedContact Mail State: Not reportedContact Mail City: Not reportedContact Mail Address: jsobon@oconnelloil.comContact Email: SobonContact Name: Vice President Facility OperationsTitle: CTTR2016275350P29905Contact Record Id: 2016Report Year: Contact: Not reportedModification Date: Not reportedContact4 Type: Not reportedContact3 Type: Not reportedContact2 Type: Emergency ContactContact1 Type: Not reportedContact Mail Country: Not reportedContact Mail Zip: Not reportedContact Mail State: Not reportedContact Mail City: Not reportedContact Mail Address: rhenderson@rdclarksons.comContact Email: R.D. Clark & Sons Inc.Contact Name: CarrierTitle: CTTR2016275351P29905Contact Record Id: 2016Report Year: Contact: Not reportedModification Date: Not reportedContact4 Type: Not reportedContact3 Type: Not reportedContact2 Type: Carrier ContactContact1 Type: Not reportedContact Mail Country: 06416-416-Contact Mail Zip: CTContact Mail State: CromwellContact Mail City: 141 Sebethe DriveContact Mail Address: Not reportedContact Email: Clark & Sons; Inc.Contact Name: Not reportedTitle: CTTR2016113040P29905Contact Record Id: 2016Report Year: Contact: Not reportedModification Date: Not reportedContact4 Type: Not reportedContact3 Type: Not reportedContact2 Type: Parent CompanyContact1 Type: USContact Mail Country: 01202Contact Mail Zip: MAContact Mail State: O’CONNELL OIL (Continued)S108117520 TC6041498.2s Page 105 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CVTR2016000000113040Chem Inv Record Id: CLTR201600000S292426Record Key: Location: FTrade Secret: Not reportedState Label Code: R.D. Clark & Sons; Inc.State1 Contact Field: South Street; Right Earl Street; Right Texas Road Left Pleasant Street; Left Conz Street; Left Old South Street; LeftState07 Text: FState07 Checkbox: Not reportedState06 Text: FState06 Checkbox: Not reportedState05 Text: FState05 Checkbox: LiquidState04 Text: 75033State04 Number: FState04 Checkbox: Not reportedState03 Text: 75033State03 Number: FState03 Checkbox: WeekState02 Text: 4State02 Number: TState02 Checkbox: Tank TrucksState01 Text: 80285State01 Number: FState01 Checkbox: FSolid: FReactive: FPure: FPressure: TMixture: 3751650Max Amt Container: 12Max Amount Code: 6.564149000000000e+006Max Amount: TLiquid: FGas: TFire: FUEL OILEntered Chemical Name: 365Days On Site: 2017-02-22T17:01:00.CI Last Modified: YesCI EHS Chemical: Not reportedCICAS: TChronic: Not reportedChem Same As Last Yr: CVTR2016000000113040Chem Inv Record Id: 12Ave Amount Code: 3282075Ave Amount: TAcute: Chemicals: Not reportedModification Date: Not reportedContact4 Type: Not reportedContact3 Type: Not reportedContact2 Type: Emergency ContactContact1 Type: Not reportedContact Mail Country: O’CONNELL OIL (Continued)S108117520 TC6041498.2s Page 106 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedLast Modified: lbsAmount Unit: 4127Amount: Inside Mechanics GarageLocation: Ambient temperatureTemperature Code: Ambient pressurePressure Code: Tank inside buildingType Code: CVTR2016000000113040Chem Inv Record Id: CLTR201600000S292430Record Key: Not reportedLast Modified: lbsAmount Unit: 1395614Amount: Outside; Tank FarmLocation: Ambient temperatureTemperature Code: Ambient pressurePressure Code: Above ground tankType Code: CVTR2016000000113040Chem Inv Record Id: CLTR201600000S292429Record Key: Not reportedLast Modified: lbsAmount Unit: 1395614Amount: Outside; Tank FarmLocation: Ambient temperatureTemperature Code: Ambient pressurePressure Code: Above ground tankType Code: CVTR2016000000113040Chem Inv Record Id: CLTR201600000S292428Record Key: Not reportedLast Modified: lbsAmount Unit: 3751650Amount: Outside; Tank FarmLocation: Ambient temperatureTemperature Code: Ambient pressurePressure Code: Above ground tankType Code: CVTR2016000000113040Chem Inv Record Id: CLTR201600000S292427Record Key: Not reportedLast Modified: lbsAmount Unit: 2063Amount: Inside Mechanics GarageLocation: Ambient temperatureTemperature Code: Ambient pressurePressure Code: Tank inside buildingType Code: CVTR2016000000113040Chem Inv Record Id: CLTR201600000S292425Record Key: Not reportedLast Modified: lbsAmount Unit: 2063Amount: Inside WarehouseLocation: Ambient temperatureTemperature Code: Ambient pressurePressure Code: Tank inside buildingType Code: O’CONNELL OIL (Continued)S108117520 TC6041498.2s Page 107 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1238Amount: Inside Office/Parts buidlingLocation: Ambient temperatureTemperature Code: Ambient pressurePressure Code: Tank inside buildingType Code: CVTR2016000000113040Chem Inv Record Id: CLTR201600000S292436Record Key: Not reportedLast Modified: lbsAmount Unit: 1238Amount: Inside Office/Parts buildingLocation: Ambient temperatureTemperature Code: Ambient pressurePressure Code: Tank inside buildingType Code: CVTR2016000000113040Chem Inv Record Id: CLTR201600000S292435Record Key: Not reportedLast Modified: lbsAmount Unit: 2063Amount: Inside WarehouseLocation: Ambient temperatureTemperature Code: Ambient pressurePressure Code: Tank inside buildingType Code: CVTR2016000000113040Chem Inv Record Id: CLTR201600000S292434Record Key: Not reportedLast Modified: lbsAmount Unit: 2063Amount: Inside WarehouseLocation: Ambient temperatureTemperature Code: Ambient pressurePressure Code: Tank inside buildingType Code: CVTR2016000000113040Chem Inv Record Id: CLTR201600000S292433Record Key: Not reportedLast Modified: lbsAmount Unit: 2063Amount: Inside Mechanics GarageLocation: Ambient temperatureTemperature Code: Ambient pressurePressure Code: Tank inside buildingType Code: CVTR2016000000113040Chem Inv Record Id: CLTR201600000S292432Record Key: Not reportedLast Modified: lbsAmount Unit: 1876Amount: Inside Mechanics GarageLocation: Ambient temperatureTemperature Code: Ambient pressurePressure Code: Tank inside buildingType Code: CVTR2016000000113040Chem Inv Record Id: CLTR201600000S292431Record Key: O’CONNELL OIL (Continued)S108117520 TC6041498.2s Page 108 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedMx Last Modified: TMx EHS: WtWt Vol: 0.99Percentage: 7783064Mx CAS: Hydrogen sulfideMx Chem: CVTR2016000000113040Chem Inv Rec Id: CLTR201600000M103429Record Key: Chemical Mixture: Not reportedLast Modified: lbsAmount Unit: 2476Amount: Inside Truck garage - several drumsLocation: Ambient temperatureTemperature Code: Ambient pressurePressure Code: Steel drumType Code: CVTR2016000000113040Chem Inv Record Id: CLTR201600000S292437Record Key: Not reportedLast Modified: lbsAmount Unit: O’CONNELL OIL (Continued)S108117520 Not reportedAssociated ID: TWO HRCategory: 07/27/1997Notification Date: NORTHAMPTONRelease Town: VANDALISMSource Type: 1-0011937Facility ID: NORTHAMPTON, MA 01060-0000City,State,Zip: 383 WESTHAMPTON RD (REAR)Address: FRMR GRAVEL PITName: OilOil Or Haz Material: A1Response Action Outcome: Not reportedPhase: 11/20/1997Status Date: RAOCurrent Status: Not reportedAssociated ID: TWO HRCategory: 07/27/1997Notification Date: NORTHAMPTONRelease Town: CAPACITORSSource Type: 1-0011937Facility ID: NORTHAMPTON, MA 01060-0000City,State,Zip: 383 WESTHAMPTON RD (REAR)Address: FRMR GRAVEL PITName: SHWS: 4769 ft. 0.903 mi. Relative: Higher Actual: 234 ft. 1/2-1 NORTHAMPTON, MA 01060 West RELEASE383 WESTHAMPTON RD (REAR) N/A 22 SHWSFRMR GRAVEL PIT S102687128 TC6041498.2s Page 109 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Written Plan ReceivedAction Status: Immediate Response ActionAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 11/20/1997Action Date: Reportable Release under MGL 21EAction Status: RNFAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 11/20/1997Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 11/17/1998Action Date: RFIAction Status: An activity type that is related to an AuditAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 11/17/1998Action Date: NOAAction Status: An activity type that is related to an AuditAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 11/13/1997Action Date: Notice of Non-Compliance IssuedAction Status: Compliance and Enforcement ActionAction Type: Actions: Click here to access the MA DEP site for this facility: OilOil / Haz Material Type: reduced to background or a threat of release has been eliminated. A1 - A permanent solution has been achieved. Contamination has beenResponse Action Outcome: Not reportedPhase: 11/20/1997Status Date: TWO HRCategory: 07/27/1997Notification: NORTHAMPTONOfficial City: Not reportedPrimary ID: 1-0011937 / RAORelease Tracking Number/Current Status: NORTHAMPTON, MA 01060-0000City,State,Zip: 383 WESTHAMPTON RD (REAR)Address: FRMR GRAVEL PITName: Release: OilOil Or Haz Material: A1Response Action Outcome: Not reportedPhase: 11/20/1997Status Date: RAOCurrent Status: FRMR GRAVEL PIT (Continued)S102687128 TC6041498.2s Page 110 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 7/29/1997Action Date: FOLFLDAction Status: RLFAAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 7/28/1997Action Date: FOLOFFAction Status: RLFAAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 7/27/1997Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 7/27/1997Action Date: Oral Approval of Plan or ActionAction Status: Immediate Response ActionAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 2/9/1999Action Date: NAFNVDAction Status: An activity type that is related to an AuditAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 2/9/1999Action Date: Level III - Comprehensive AuditAction Status: Immediate Response ActionAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 2/9/1999Action Date: Level III - Comprehensive AuditAction Status: Response Action Outcome - RAOAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 12/9/1998Action Date: Reportable Release under MGL 21EAction Status: RNFAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 12/1/1998Action Date: FLDRANAction Status: RLFAAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 11/20/1997Action Date: FRMR GRAVEL PIT (Continued)S102687128 TC6041498.2s Page 111 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation VANDALISMSource: CAPACITORSSource: RESIDNTIALLocation Type: 15 gallonsQuantity: MINERAL OILChemical: Chemicals: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 8/7/1997Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 8/1/1997Action Date: FOLOFFAction Status: RLFAAction Type: to background or a threat of release has been eliminated. A permanent solution has been achieved. Contamination has been reducedResponse Action Outcome: 7/30/1997Action Date: FOLOFFAction Status: RLFAAction Type: FRMR GRAVEL PIT (Continued)S102687128 been reduced to background and an Activity and use Limitation (AUL) A3 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: 10/02/2003Action Date: CONFRMAction Stat: AULAction Type: 1-0012411Release Tracking Number: EASTHAMPTON, MA 01027-0000City,State,Zip: 114 NORTHAMPTON STAddress: CERNAK BUICKName: INST CONTROL: OilOil Or Haz Material: A3Response Action Outcome: PHASE IIPhase: 06/20/2000Status Date: RAOCurrent Status: Not reportedAssociated ID: 120 DYCategory: 06/22/1998Notification Date: EASTHAMPTONRelease Town: PIPESource Type: 1-0012411Facility ID: EASTHAMPTON, MA 01027-0000City,State,Zip: 114 NORTHAMPTON STAddress: CERNAK BUICKName: SHWS: 4915 ft. 0.931 mi. Relative: Lower Actual: 172 ft. 1/2-1 RELEASEEASTHAMPTON, MA 01027 South INST CONTROL114 NORTHAMPTON ST N/A 23 SHWSCERNAK BUICK S103382976 TC6041498.2s Page 112 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation has been implemented. been reduced to background and an Activity and use Limitation (AUL) A3 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: 11/29/2007Action Date: SNAUDIAction Stat: AULAction Type: 1-0012411Release Tracking Number: EASTHAMPTON, MA 01027-0000City,State,Zip: 114 NORTHAMPTON STAddress: CERNAK BUICKName: has been implemented. been reduced to background and an Activity and use Limitation (AUL) A3 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: 10/02/2003Action Date: SNAUDIAction Stat: AULAction Type: 1-0012411Release Tracking Number: EASTHAMPTON, MA 01027-0000City,State,Zip: 114 NORTHAMPTON STAddress: CERNAK BUICKName: has been implemented. been reduced to background and an Activity and use Limitation (AUL) A3 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: 08/08/2011Action Date: SNAUDIAction Stat: AULAction Type: 1-0012411Release Tracking Number: EASTHAMPTON, MA 01027-0000City,State,Zip: 114 NORTHAMPTON STAddress: CERNAK BUICKName: has been implemented. been reduced to background and an Activity and use Limitation (AUL) A3 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: 06/13/2016Action Date: SNAUDIAction Stat: AULAction Type: 1-0012411Release Tracking Number: EASTHAMPTON, MA 01027-0000City,State,Zip: 114 NORTHAMPTON STAddress: CERNAK BUICKName: has been implemented. been reduced to background and an Activity and use Limitation (AUL) A3 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: 06/20/2000Action Date: RECPTAction Stat: AULAction Type: 1-0012411Release Tracking Number: EASTHAMPTON, MA 01027-0000City,State,Zip: 114 NORTHAMPTON STAddress: CERNAK BUICKName: has been implemented. CERNAK BUICK (Continued)S103382976 TC6041498.2s Page 113 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation been reduced to background and an Activity and use Limitation (AUL) A3 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: PHASE IIPhase: 06/20/2000Status Date: 120 DYCategory: 06/22/1998Notification: EASTHAMPTONOfficial City: Not reportedPrimary ID: 1-0012411 / RAORelease Tracking Number/Current Status: EASTHAMPTON, MA 01027-0000City,State,Zip: 114 NORTHAMPTON STAddress: CERNAK BUICKName: Release: has been implemented. been reduced to background and an Activity and use Limitation (AUL) A3 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: 11/29/2007Action Date: TSAUDAction Stat: AULAction Type: 1-0012411Release Tracking Number: EASTHAMPTON, MA 01027-0000City,State,Zip: 114 NORTHAMPTON STAddress: CERNAK BUICKName: has been implemented. been reduced to background and an Activity and use Limitation (AUL) A3 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: 11/28/2007Action Date: TSAUDAction Stat: AULAction Type: 1-0012411Release Tracking Number: EASTHAMPTON, MA 01027-0000City,State,Zip: 114 NORTHAMPTON STAddress: CERNAK BUICKName: has been implemented. been reduced to background and an Activity and use Limitation (AUL) A3 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: 09/14/2000Action Date: TSAUDAction Stat: AULAction Type: 1-0012411Release Tracking Number: EASTHAMPTON, MA 01027-0000City,State,Zip: 114 NORTHAMPTON STAddress: CERNAK BUICKName: has been implemented. been reduced to background and an Activity and use Limitation (AUL) A3 - A permanent solution has been achieved. Contamination has notResponse Action Outcome: 06/20/2000Action Date: TSAUDAction Stat: AULAction Type: 1-0012411Release Tracking Number: EASTHAMPTON, MA 01027-0000City,State,Zip: 114 NORTHAMPTON STAddress: CERNAK BUICKName: CERNAK BUICK (Continued)S103382976 TC6041498.2s Page 114 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Level I - Technical Screen AuditAction Status: Activity and Use LimitationAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 11/28/2007Action Date: FLDRUNAction Status: RLFAAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 11/28/2007Action Date: Level I - Technical Screen AuditAction Status: Activity and Use LimitationAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 11/25/2003Action Date: Audit Follow-up Completion Statement ReceivedAction Status: An activity type that is related to an AuditAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/2/2003Action Date: Notice of Non-compliance related to an AuditAction Status: An activity type that is related to an AuditAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/2/2003Action Date: Level II - Audit InspectionAction Status: Activity and Use LimitationAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/2/2003Action Date: Confirmatory AUL receivedAction Status: Activity and Use LimitationAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 10/1/2003Action Date: FLDRUNAction Status: RLFAAction Type: Actions: Click here to access the MA DEP site for this facility: OilOil / Haz Material Type: has been implemented. CERNAK BUICK (Continued)S103382976 TC6041498.2s Page 115 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 6/20/2000Action Date: RAO Statement ReceivedAction Status: Response Action Outcome - RAOAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 6/20/2000Action Date: Level I - Technical Screen AuditAction Status: Response Action Outcome - RAOAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 6/20/2000Action Date: Transmittal, Notice, or Notification ReceivedAction Status: Activity and Use LimitationAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 6/13/2016Action Date: Level II - Audit InspectionAction Status: Activity and Use LimitationAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 6/13/2016Action Date: NAFNVDAction Status: An activity type that is related to an AuditAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 2/4/2000Action Date: Completion Statement ReceivedAction Status: Release Abatement MeasureAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 11/29/2007Action Date: Level II - Audit InspectionAction Status: Activity and Use LimitationAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 11/29/2007Action Date: NAFNVDAction Status: An activity type that is related to an AuditAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 11/29/2007Action Date: CERNAK BUICK (Continued)S103382976 TC6041498.2s Page 116 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 8/4/1998Action Date: Reportable Release under MGL 21EAction Status: RNFAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 7/1/1998Action Date: A MassDEP piece of correspondence was issued (approvals, NORs, etc.Action Status: A Notice sent to a Potentially Responsible Party (PRP)Action Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 6/25/1999Action Date: Transmittal, Notice, or Notification ReceivedAction Status: Tier ClassificationAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 6/25/1999Action Date: Completion Statement ReceivedAction Status: Phase 1Action Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 6/25/1999Action Date: Tier 2 ClassificationAction Status: Tier ClassificationAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 6/25/1999Action Date: Status or Interim Report ReceivedAction Status: Release Abatement MeasureAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 6/22/1998Action Date: Reportable Release under MGL 21EAction Status: Release DispositionAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 6/20/2000Action Date: Level I - Technical Screen AuditAction Status: Activity and Use LimitationAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: CERNAK BUICK (Continued)S103382976 TC6041498.2s Page 117 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PIPESource: COMMERCIALLocation Type: 8000 parts per millionQuantity: TPHChemical: Chemicals: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 9/14/2000Action Date: Level I - Technical Screen AuditAction Status: Activity and Use LimitationAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 8/8/2011Action Date: Level II - Audit InspectionAction Status: Activity and Use LimitationAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 8/8/2011Action Date: NAFNVDAction Status: An activity type that is related to an AuditAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has A permanent solution has been achieved. Contamination has not beenResponse Action Outcome: 8/5/2011Action Date: FLDRUNAction Status: RLFAAction Type: been implemented. reduced to background and an Activity and use Limitation (AUL) has CERNAK BUICK (Continued)S103382976 TC6041498.2s Page 118 ORPHAN SUMMARYCityEDR IDSite NameSite AddressZipDatabase(s)Count: 10 records.EASTHAMPTON S102618156NO LOCATION AIDFORT HILL RD01027SHWS, RELEASEEASTHAMPTON S123244194ROADSIDELOVEFIELD STREET01027SHWS, RELEASEEASTHAMPTON S111277125@ MANHAN RIVER BRIDGELOVEFIELD STREET01027SHWS, RELEASEEASTHAMPTON S112288236SEVERAL STREETSWEST, NORTHAMPTON, & LAWLOR SHWS, RELEASEEASTHAMPTON S102403570TTU ACCIDENTPARK ST01027SHWS, RELEASEEASTHAMPTON S111277133MANHAN RAIL TRAILSOUTH STREET01027SHWS, RELEASENORTHAMPTON S100361857ALLEN & SONS INCEASTHAMPTON RD01060SHWS, RELEASENORTHAMPTON S117964652IN FRONT OF FW WEBB PLUMBING SUPPLINDUSTRIAL DRIVE01060LAST, RELEASENORTHAMPTON S112195213FORMER NORTHAMPTON HOSPITALOFF OF OLANDER STREET SHWS, RELEASENORTHAMPTON S113882637WILLIAM WALKER1253 WESTHAMPTON ROAD SHWS, RELEASE, ASBESTOSTC6041498.2s Page 119 To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis, as required. Number of Days to Update:Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public. STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL: National Priority List National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center (EPIC) and regional EPA offices. Date of Government Version: 01/30/2020 Date Data Arrived at EDR: 02/05/2020 Date Made Active in Reports: 02/14/2020 Number of Days to Update: 9 Source: EPA Telephone: N/A Last EDR Contact: 03/25/2020 Next Scheduled EDR Contact: 07/13/2020 Data Release Frequency: Quarterly NPL Site Boundaries Sources: EPA’s Environmental Photographic Interpretation Center (EPIC) Telephone: 202-564-7333 EPA Region 1 EPA Region 6 Telephone 617-918-1143 Telephone: 214-655-6659 EPA Region 3 EPA Region 7 Telephone 215-814-5418 Telephone: 913-551-7247 EPA Region 4 EPA Region 8 Telephone 404-562-8033 Telephone: 303-312-6774 EPA Region 5 EPA Region 9 Telephone 312-886-6686 Telephone: 415-947-4246 EPA Region 10 Telephone 206-553-8665 Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version: 01/30/2020 Date Data Arrived at EDR: 02/05/2020 Date Made Active in Reports: 02/14/2020 Number of Days to Update: 9 Source: EPA Telephone: N/A Last EDR Contact: 04/02/2020 Next Scheduled EDR Contact: 07/13/2020 Data Release Frequency: Quarterly NPL LIENS: Federal Superfund Liens Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. TC6041498.2s Page GR-1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/15/1991 Date Data Arrived at EDR: 02/02/1994 Date Made Active in Reports: 03/30/1994 Number of Days to Update: 56 Source: EPA Telephone: 202-564-4267 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned Federal Delisted NPL site list Delisted NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate. Date of Government Version: 01/30/2020 Date Data Arrived at EDR: 02/05/2020 Date Made Active in Reports: 02/14/2020 Number of Days to Update: 9 Source: EPA Telephone: N/A Last EDR Contact: 04/02/2020 Next Scheduled EDR Contact: 07/13/2020 Data Release Frequency: Quarterly Federal CERCLIS list FEDERAL FACILITY: Federal Facility Site Information listing A listing of National Priority List (NPL) and Base Realignment and Closure (BRAC) sites found in the Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) Database where EPA Federal Facilities Restoration and Reuse Office is involved in cleanup activities. Date of Government Version: 04/03/2019 Date Data Arrived at EDR: 04/05/2019 Date Made Active in Reports: 05/14/2019 Number of Days to Update: 39 Source: Environmental Protection Agency Telephone: 703-603-8704 Last EDR Contact: 04/03/2020 Next Scheduled EDR Contact: 07/13/2020 Data Release Frequency: Varies SEMS: Superfund Enterprise Management System SEMS (Superfund Enterprise Management System) tracks hazardous waste sites, potentially hazardous waste sites, and remedial activities performed in support of EPA’s Superfund Program across the United States. The list was formerly know as CERCLIS, renamed to SEMS by the EPA in 2015. The list contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). This dataset also contains sites which are either proposed to or on the National Priorities List (NPL) and the sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version: 01/30/2020 Date Data Arrived at EDR: 02/05/2020 Date Made Active in Reports: 02/14/2020 Number of Days to Update: 9 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 04/02/2020 Next Scheduled EDR Contact: 07/27/2020 Data Release Frequency: Quarterly Federal CERCLIS NFRAP site list SEMS-ARCHIVE: Superfund Enterprise Management System Archive TC6041498.2s Page GR-2 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SEMS-ARCHIVE (Superfund Enterprise Management System Archive) tracks sites that have no further interest under the Federal Superfund Program based on available information. The list was formerly known as the CERCLIS-NFRAP, renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while it is archived if site conditions change and/or new information becomes available. Archived sites have been removed and archived from the inventory of SEMS sites. Archived status indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list the site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. The decision does not necessarily mean that there is no hazard associated with a given site; it only means that. based upon available information, the location is not judged to be potential NPL site. Date of Government Version: 01/30/2020 Date Data Arrived at EDR: 02/05/2020 Date Made Active in Reports: 02/14/2020 Number of Days to Update: 9 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 04/02/2020 Next Scheduled EDR Contact: 07/27/2020 Data Release Frequency: Quarterly Federal RCRA CORRACTS facilities list CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Government Version: 12/16/2019 Date Data Arrived at EDR: 12/16/2019 Date Made Active in Reports: 12/20/2019 Number of Days to Update: 4 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 03/25/2020 Next Scheduled EDR Contact: 07/06/2020 Data Release Frequency: Quarterly Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF: RCRA - Treatment, Storage and Disposal RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. Date of Government Version: 12/16/2019 Date Data Arrived at EDR: 12/16/2019 Date Made Active in Reports: 12/20/2019 Number of Days to Update: 4 Source: Environmental Protection Agency Telephone: (888) 372-7341 Last EDR Contact: 03/25/2020 Next Scheduled EDR Contact: 07/06/2020 Data Release Frequency: Quarterly Federal RCRA generators list RCRA-LQG: RCRA - Large Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. Date of Government Version: 12/16/2019 Date Data Arrived at EDR: 12/16/2019 Date Made Active in Reports: 12/20/2019 Number of Days to Update: 4 Source: Environmental Protection Agency Telephone: (888) 372-7341 Last EDR Contact: 03/25/2020 Next Scheduled EDR Contact: 07/06/2020 Data Release Frequency: Quarterly TC6041498.2s Page GR-3 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING RCRA-SQG: RCRA - Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version: 12/16/2019 Date Data Arrived at EDR: 12/16/2019 Date Made Active in Reports: 12/20/2019 Number of Days to Update: 4 Source: Environmental Protection Agency Telephone: (888) 372-7341 Last EDR Contact: 03/25/2020 Next Scheduled EDR Contact: 07/06/2020 Data Release Frequency: Quarterly RCRA-VSQG: RCRA - Very Small Quantity Generators (Formerly Conditionally Exempt Small Quantity Generators) RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Very small quantity generators (VSQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Date of Government Version: 12/16/2019 Date Data Arrived at EDR: 12/16/2019 Date Made Active in Reports: 12/20/2019 Number of Days to Update: 4 Source: Environmental Protection Agency Telephone: (888) 372-7341 Last EDR Contact: 03/25/2020 Next Scheduled EDR Contact: 07/06/2020 Data Release Frequency: Quarterly Federal institutional controls / engineering controls registries LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version: 11/04/2019 Date Data Arrived at EDR: 11/13/2019 Date Made Active in Reports: 01/28/2020 Number of Days to Update: 76 Source: Department of the Navy Telephone: 843-820-7326 Last EDR Contact: 02/10/2020 Next Scheduled EDR Contact: 05/25/2020 Data Release Frequency: Varies US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. Date of Government Version: 11/22/2019 Date Data Arrived at EDR: 11/22/2019 Date Made Active in Reports: 01/28/2020 Number of Days to Update: 67 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 02/20/2020 Next Scheduled EDR Contact: 06/08/2020 Data Release Frequency: Varies US INST CONTROLS: Institutional Controls Sites List A listing of sites with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls. Date of Government Version: 11/22/2019 Date Data Arrived at EDR: 11/22/2019 Date Made Active in Reports: 01/28/2020 Number of Days to Update: 67 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 02/20/2020 Next Scheduled EDR Contact: 06/08/2020 Data Release Frequency: Varies TC6041498.2s Page GR-4 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Federal ERNS list ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 12/16/2019 Date Data Arrived at EDR: 12/19/2019 Date Made Active in Reports: 03/06/2020 Number of Days to Update: 78 Source: National Response Center, United States Coast Guard Telephone: 202-267-2180 Last EDR Contact: 03/24/2020 Next Scheduled EDR Contact: 07/06/2020 Data Release Frequency: Quarterly State- and tribal - equivalent CERCLIS SHWS: Site Transition List Contains information on releases of oil and hazardous materials that have been reported to DEP. Date of Government Version: 07/12/2019 Date Data Arrived at EDR: 07/23/2019 Date Made Active in Reports: 09/25/2019 Number of Days to Update: 64 Source: Department of Environmental Protection Telephone: 617-292-5990 Last EDR Contact: 04/07/2020 Next Scheduled EDR Contact: 07/20/2020 Data Release Frequency: Quarterly State and tribal landfill and/or solid waste disposal site lists SWF/LF: Solid Waste Facility Database/Transfer Stations Solid Waste Facilities/Landfill Sites. SWF/LF type records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. Depending on the state, these may be active or inactive facilities or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version: 05/01/2018 Date Data Arrived at EDR: 07/05/2018 Date Made Active in Reports: 08/14/2018 Number of Days to Update: 40 Source: Department of Environmental Protection Telephone: 617-292-5989 Last EDR Contact: 04/03/2020 Next Scheduled EDR Contact: 07/13/2020 Data Release Frequency: Annually LF PROFILES: Landfill Profiles Listing This spreadsheet describes landfills that have actively accepted waste or have closed under MassDEP Solid Waste Regulations first adopted in 1971 (310 CMR 16.00 and 310 CMR 19.00). The list does not include landfills that closed before 1971 (and which never had a MassDEP permit or approval), or for which agency data is incomplete. Date of Government Version: 07/01/2015 Date Data Arrived at EDR: 10/27/2015 Date Made Active in Reports: 12/14/2015 Number of Days to Update: 48 Source: Department of Environmental Protection Telephone: 617-292-5868 Last EDR Contact: 04/03/2020 Next Scheduled EDR Contact: 07/13/2020 Data Release Frequency: Varies State and tribal leaking storage tank lists LAST: Leaking Aboveground Storage Tank Sites Sites within the Releases Database that have a AST listed as its source. Date of Government Version: 07/12/2019 Date Data Arrived at EDR: 07/23/2019 Date Made Active in Reports: 09/25/2019 Number of Days to Update: 64 Source: Department of Environmental Protection Telephone: 617-292-5500 Last EDR Contact: 04/07/2020 Next Scheduled EDR Contact: 07/20/2020 Data Release Frequency: Quarterly TC6041498.2s Page GR-5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING LUST: Leaking Underground Storage Tank Listing Sites within the Leaking Underground Storage Tank Listing that have a UST listed as its source. Date of Government Version: 07/12/2019 Date Data Arrived at EDR: 07/23/2019 Date Made Active in Reports: 09/25/2019 Number of Days to Update: 64 Source: Department of Environmental Protection Telephone: 617-292-5990 Last EDR Contact: 04/07/2020 Next Scheduled EDR Contact: 07/20/2020 Data Release Frequency: Quarterly INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina. Date of Government Version: 10/10/2019 Date Data Arrived at EDR: 12/05/2019 Date Made Active in Reports: 02/10/2020 Number of Days to Update: 67 Source: EPA Region 4 Telephone: 404-562-8677 Last EDR Contact: 01/24/2020 Next Scheduled EDR Contact: 05/04/2020 Data Release Frequency: Varies INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington. Date of Government Version: 10/11/2019 Date Data Arrived at EDR: 12/04/2019 Date Made Active in Reports: 02/10/2020 Number of Days to Update: 68 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 01/24/2020 Next Scheduled EDR Contact: 05/04/2020 Data Release Frequency: Varies INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming. Date of Government Version: 10/03/2019 Date Data Arrived at EDR: 12/04/2019 Date Made Active in Reports: 02/14/2020 Number of Days to Update: 72 Source: EPA Region 8 Telephone: 303-312-6271 Last EDR Contact: 01/24/2020 Next Scheduled EDR Contact: 05/04/2020 Data Release Frequency: Varies INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in New Mexico and Oklahoma. Date of Government Version: 10/02/2019 Date Data Arrived at EDR: 12/04/2019 Date Made Active in Reports: 02/10/2020 Number of Days to Update: 68 Source: EPA Region 6 Telephone: 214-665-6597 Last EDR Contact: 01/24/2020 Next Scheduled EDR Contact: 05/04/2020 Data Release Frequency: Varies INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona, California, New Mexico and Nevada Date of Government Version: 10/04/2019 Date Data Arrived at EDR: 12/04/2019 Date Made Active in Reports: 02/27/2020 Number of Days to Update: 85 Source: Environmental Protection Agency Telephone: 415-972-3372 Last EDR Contact: 01/24/2020 Next Scheduled EDR Contact: 05/04/2020 Data Release Frequency: Varies INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version: 10/01/2019 Date Data Arrived at EDR: 12/04/2019 Date Made Active in Reports: 02/10/2020 Number of Days to Update: 68 Source: EPA Region 1 Telephone: 617-918-1313 Last EDR Contact: 01/24/2020 Next Scheduled EDR Contact: 05/04/2020 Data Release Frequency: Varies TC6041498.2s Page GR-6 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin. Date of Government Version: 10/01/2019 Date Data Arrived at EDR: 12/04/2019 Date Made Active in Reports: 02/10/2020 Number of Days to Update: 68 Source: EPA, Region 5 Telephone: 312-886-7439 Last EDR Contact: 01/24/2020 Next Scheduled EDR Contact: 05/04/2020 Data Release Frequency: Varies INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa, Kansas, and Nebraska Date of Government Version: 10/15/2019 Date Data Arrived at EDR: 12/17/2019 Date Made Active in Reports: 02/10/2020 Number of Days to Update: 55 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 12/16/2019 Next Scheduled EDR Contact: 05/04/2020 Data Release Frequency: Varies State and tribal registered storage tank lists FEMA UST: Underground Storage Tank Listing A listing of all FEMA owned underground storage tanks. Date of Government Version: 08/27/2019 Date Data Arrived at EDR: 08/28/2019 Date Made Active in Reports: 11/11/2019 Number of Days to Update: 75 Source: FEMA Telephone: 202-646-5797 Last EDR Contact: 03/19/2020 Next Scheduled EDR Contact: 07/20/2020 Data Release Frequency: Varies UST: Summary Listing of all the Tanks Registered in the State of Massachusetts Registered Underground Storage Tanks. UST’s are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available information varies by state program. Date of Government Version: 11/25/2019 Date Data Arrived at EDR: 11/25/2019 Date Made Active in Reports: 01/28/2020 Number of Days to Update: 64 Source: Department of Fire Services, Office of the Public Safety Telephone: 617-556-1035 Last EDR Contact: 04/27/2020 Next Scheduled EDR Contact: 07/27/2020 Data Release Frequency: Quarterly AST: Aboveground Storage Tank Database Registered Aboveground Storage Tanks. Date of Government Version: 12/18/2019 Date Data Arrived at EDR: 01/14/2020 Date Made Active in Reports: 03/24/2020 Number of Days to Update: 70 Source: Department of Public Safety Telephone: 617-556-1035 Last EDR Contact: 04/14/2020 Next Scheduled EDR Contact: 07/27/2020 Data Release Frequency: No Update Planned AST 2: Aboveground Storage Tanks Aboveground storage tanks Date of Government Version: 01/15/2020 Date Data Arrived at EDR: 01/16/2020 Date Made Active in Reports: 03/26/2020 Number of Days to Update: 70 Source: Department of Fire Services Telephone: 978-567-3181 Last EDR Contact: 04/02/2020 Next Scheduled EDR Contact: 07/27/2020 Data Release Frequency: Varies INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal Nations). TC6041498.2s Page GR-7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/01/2019 Date Data Arrived at EDR: 12/04/2019 Date Made Active in Reports: 02/10/2020 Number of Days to Update: 68 Source: EPA, Region 1 Telephone: 617-918-1313 Last EDR Contact: 01/24/2020 Next Scheduled EDR Contact: 05/04/2020 Data Release Frequency: Varies INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations). Date of Government Version: 10/01/2019 Date Data Arrived at EDR: 12/04/2019 Date Made Active in Reports: 02/10/2020 Number of Days to Update: 68 Source: EPA Region 5 Telephone: 312-886-6136 Last EDR Contact: 01/24/2020 Next Scheduled EDR Contact: 05/04/2020 Data Release Frequency: Varies INDIAN UST R4: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee and Tribal Nations) Date of Government Version: 10/10/2019 Date Data Arrived at EDR: 12/05/2019 Date Made Active in Reports: 02/10/2020 Number of Days to Update: 67 Source: EPA Region 4 Telephone: 404-562-9424 Last EDR Contact: 01/24/2020 Next Scheduled EDR Contact: 05/04/2020 Data Release Frequency: Varies INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations). Date of Government Version: 10/03/2019 Date Data Arrived at EDR: 12/04/2019 Date Made Active in Reports: 02/14/2020 Number of Days to Update: 72 Source: EPA Region 8 Telephone: 303-312-6137 Last EDR Contact: 01/24/2020 Next Scheduled EDR Contact: 05/04/2020 Data Release Frequency: Varies INDIAN UST R9: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 9 (Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations). Date of Government Version: 10/04/2019 Date Data Arrived at EDR: 12/04/2019 Date Made Active in Reports: 02/27/2020 Number of Days to Update: 85 Source: EPA Region 9 Telephone: 415-972-3368 Last EDR Contact: 01/24/2020 Next Scheduled EDR Contact: 05/04/2020 Data Release Frequency: Varies INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations). Date of Government Version: 10/11/2019 Date Data Arrived at EDR: 12/04/2019 Date Made Active in Reports: 02/10/2020 Number of Days to Update: 68 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 01/24/2020 Next Scheduled EDR Contact: 05/04/2020 Data Release Frequency: Varies INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations). TC6041498.2s Page GR-8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/11/2019 Date Data Arrived at EDR: 12/04/2019 Date Made Active in Reports: 02/10/2020 Number of Days to Update: 68 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 01/24/2020 Next Scheduled EDR Contact: 05/04/2020 Data Release Frequency: Varies INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes). Date of Government Version: 10/02/2019 Date Data Arrived at EDR: 12/04/2019 Date Made Active in Reports: 02/10/2020 Number of Days to Update: 68 Source: EPA Region 6 Telephone: 214-665-7591 Last EDR Contact: 01/24/2020 Next Scheduled EDR Contact: 05/04/2020 Data Release Frequency: Varies State and tribal institutional control / engineering control registries INST CONTROL: Sites With Activity and Use Limitation Activity and Use Limitations establish limits and conditions on the future use of contaminated property, and therefore allow cleanups to be tailored to these uses. Date of Government Version: 07/12/2019 Date Data Arrived at EDR: 07/23/2019 Date Made Active in Reports: 09/25/2019 Number of Days to Update: 64 Source: Department of Environmental Protection Telephone: 617-292-5990 Last EDR Contact: 04/07/2020 Next Scheduled EDR Contact: 07/20/2020 Data Release Frequency: Quarterly State and tribal voluntary cleanup sites INDIAN VCP R1: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. Date of Government Version: 07/27/2015 Date Data Arrived at EDR: 09/29/2015 Date Made Active in Reports: 02/18/2016 Number of Days to Update: 142 Source: EPA, Region 1 Telephone: 617-918-1102 Last EDR Contact: 03/18/2020 Next Scheduled EDR Contact: 07/06/2020 Data Release Frequency: Varies INDIAN VCP R7: Voluntary Cleanup Priority Lisitng A listing of voluntary cleanup priority sites located on Indian Land located in Region 7. Date of Government Version: 03/20/2008 Date Data Arrived at EDR: 04/22/2008 Date Made Active in Reports: 05/19/2008 Number of Days to Update: 27 Source: EPA, Region 7 Telephone: 913-551-7365 Last EDR Contact: 04/20/2009 Next Scheduled EDR Contact: 07/20/2009 Data Release Frequency: Varies State and tribal Brownfields sites BROWNFIELDS 2: Potential Brownfields Listing A listing of potential brownfields site locations in the state. Date of Government Version: 12/31/2018 Date Data Arrived at EDR: 07/31/2019 Date Made Active in Reports: 09/25/2019 Number of Days to Update: 56 Source: Department of Environmental Protection Telephone: 617-556-1007 Last EDR Contact: 01/31/2020 Next Scheduled EDR Contact: 05/11/2020 Data Release Frequency: Varies TC6041498.2s Page GR-9 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING BROWNFIELDS: Completed Brownfields Covenants Listing Under Massachusetts law, M.G.L. c. 21E is the statute that governs the cleanup of releases of oil and/or hazardous material to the environment. The Brownfields Act of 1998 amended M.G.L. c. 21E by establishing significant liability relief and financial incentives to spur the redevelopment of brownfields, while ensuring that the Commonwealth’s environmental standards are met. Most brownfields are redeveloped with the benefit of liability protections that operate automatically under M.G.L. c. 21E. Date of Government Version: 04/05/2017 Date Data Arrived at EDR: 08/03/2017 Date Made Active in Reports: 10/10/2017 Number of Days to Update: 68 Source: Office of the Attorney General Telephone: 617-963-2423 Last EDR Contact: 01/31/2020 Next Scheduled EDR Contact: 05/11/2020 Data Release Frequency: Annually ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS: A Listing of Brownfields Sites Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these properties takes development pressures off of undeveloped, open land, and both improves and protects the environment. Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information is reported back to EPA, as well as areas served by Brownfields grant programs. Date of Government Version: 12/02/2019 Date Data Arrived at EDR: 12/16/2019 Date Made Active in Reports: 03/06/2020 Number of Days to Update: 81 Source: Environmental Protection Agency Telephone: 202-566-2777 Last EDR Contact: 03/17/2020 Next Scheduled EDR Contact: 06/29/2020 Data Release Frequency: Semi-Annually Local Lists of Landfill / Solid Waste Disposal Sites INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land. Date of Government Version: 12/31/1998 Date Data Arrived at EDR: 12/03/2007 Date Made Active in Reports: 01/24/2008 Number of Days to Update: 52 Source: Environmental Protection Agency Telephone: 703-308-8245 Last EDR Contact: 01/27/2020 Next Scheduled EDR Contact: 05/11/2020 Data Release Frequency: Varies DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County, California. Date of Government Version: 01/12/2009 Date Data Arrived at EDR: 05/07/2009 Date Made Active in Reports: 09/21/2009 Number of Days to Update: 137 Source: EPA, Region 9 Telephone: 415-947-4219 Last EDR Contact: 04/09/2020 Next Scheduled EDR Contact: 08/03/2020 Data Release Frequency: No Update Planned ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria. Date of Government Version: 06/30/1985 Date Data Arrived at EDR: 08/09/2004 Date Made Active in Reports: 09/17/2004 Number of Days to Update: 39 Source: Environmental Protection Agency Telephone: 800-424-9346 Last EDR Contact: 06/09/2004 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned TC6041498.2s Page GR-10 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING IHS OPEN DUMPS: Open Dumps on Indian Land A listing of all open dumps located on Indian Land in the United States. Date of Government Version: 04/01/2014 Date Data Arrived at EDR: 08/06/2014 Date Made Active in Reports: 01/29/2015 Number of Days to Update: 176 Source: Department of Health & Human Serivces, Indian Health Service Telephone: 301-443-1452 Last EDR Contact: 01/31/2020 Next Scheduled EDR Contact: 05/11/2020 Data Release Frequency: Varies Local Lists of Hazardous waste / Contaminated Sites US HIST CDL: National Clandestine Laboratory Register A listing of clandestine drug lab locations that have been removed from the DEAs National Clandestine Laboratory Register. Date of Government Version: 06/11/2019 Date Data Arrived at EDR: 06/13/2019 Date Made Active in Reports: 09/03/2019 Number of Days to Update: 82 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 02/21/2020 Next Scheduled EDR Contact: 06/08/2020 Data Release Frequency: No Update Planned US CDL: Clandestine Drug Labs A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. Date of Government Version: 06/11/2019 Date Data Arrived at EDR: 06/13/2019 Date Made Active in Reports: 09/03/2019 Number of Days to Update: 82 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 02/21/2020 Next Scheduled EDR Contact: 06/08/2020 Data Release Frequency: Quarterly PFAS: PFAS Contaminated Sites Listing Detection of Per- and Polyfluoroalkyl Substances (PFAS) in drinking water. Date of Government Version: 12/30/2019 Date Data Arrived at EDR: 01/02/2020 Date Made Active in Reports: 02/28/2020 Number of Days to Update: 57 Source: Department of Environmental Protection Telephone: 617-292-6770 Last EDR Contact: 03/31/2020 Next Scheduled EDR Contact: 07/13/2020 Data Release Frequency: Varies Local Land Records LIENS: Liens Information Listing A listing of environmental liens. Date of Government Version: 03/07/2018 Date Data Arrived at EDR: 03/09/2018 Date Made Active in Reports: 06/21/2018 Number of Days to Update: 104 Source: Department of Environmental Protection Telephone: 617-292-5628 Last EDR Contact: 02/18/2020 Next Scheduled EDR Contact: 06/01/2020 Data Release Frequency: Varies LIENS 2: CERCLA Lien Information A Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. TC6041498.2s Page GR-11 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 01/30/2020 Date Data Arrived at EDR: 02/05/2020 Date Made Active in Reports: 02/14/2020 Number of Days to Update: 9 Source: Environmental Protection Agency Telephone: 202-564-6023 Last EDR Contact: 04/02/2020 Next Scheduled EDR Contact: 07/13/2020 Data Release Frequency: Semi-Annually Records of Emergency Release Reports HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version: 12/05/2019 Date Data Arrived at EDR: 12/06/2019 Date Made Active in Reports: 02/14/2020 Number of Days to Update: 70 Source: U.S. Department of Transportation Telephone: 202-366-4555 Last EDR Contact: 03/24/2020 Next Scheduled EDR Contact: 07/06/2020 Data Release Frequency: Quarterly MA SPILLS: Historical Spill List The Spills Database was the release notification tracking system for spills that occurred prior to October 1, 1993. This information should be considered to be primarily of historical interest since all of the listed spills have either been cleaned up or assigned new tracking numbers and moved to the Reportable Releases or Sites Transition List databases. Date of Government Version: 09/30/1993 Date Data Arrived at EDR: 12/03/2003 Date Made Active in Reports: 12/31/2003 Number of Days to Update: 28 Source: Department of Environmental Protection Telephone: 617-292-5720 Last EDR Contact: 12/03/2003 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned RELEASE: Reportable Releases Contains information on all releases of oil and hazardous materials that have been reported to DEP Date of Government Version: 07/12/2019 Date Data Arrived at EDR: 07/23/2019 Date Made Active in Reports: 09/25/2019 Number of Days to Update: 64 Source: Department of Environmental Protection Telephone: 617-292-5990 Last EDR Contact: 04/07/2020 Next Scheduled EDR Contact: 07/20/2020 Data Release Frequency: Quarterly SPILLS 90: SPILLS90 data from FirstSearch Spills 90 includes those spill and release records available exclusively from FirstSearch databases. Typically, they may include chemical, oil and/or hazardous substance spills recorded after 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 90. Date of Government Version: 12/11/2012 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 02/08/2013 Number of Days to Update: 36 Source: FirstSearch Telephone: N/A Last EDR Contact: 01/03/2013 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned SPILLS 80: SPILLS80 data from FirstSearch Spills 80 includes those spill and release records available from FirstSearch databases prior to 1990. Typically, they may include chemical, oil and/or hazardous substance spills recorded before 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 80. Date of Government Version: 03/10/1998 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 03/05/2013 Number of Days to Update: 61 Source: FirstSearch Telephone: N/A Last EDR Contact: 01/03/2013 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Other Ascertainable Records TC6041498.2s Page GR-12 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING RCRA NonGen / NLR: RCRA - Non Generators / No Longer Regulated RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. Date of Government Version: 12/16/2019 Date Data Arrived at EDR: 12/16/2019 Date Made Active in Reports: 12/20/2019 Number of Days to Update: 4 Source: Environmental Protection Agency Telephone: (888) 372-7341 Last EDR Contact: 03/25/2020 Next Scheduled EDR Contact: 07/06/2020 Data Release Frequency: Quarterly FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. Date of Government Version: 11/12/2019 Date Data Arrived at EDR: 11/19/2019 Date Made Active in Reports: 01/28/2020 Number of Days to Update: 70 Source: U.S. Army Corps of Engineers Telephone: 202-528-4285 Last EDR Contact: 02/19/2020 Next Scheduled EDR Contact: 06/01/2020 Data Release Frequency: Varies DOD: Department of Defense Sites This data set consists of federally owned or administered lands, administered by the Department of Defense, that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 11/10/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 62 Source: USGS Telephone: 888-275-8747 Last EDR Contact: 04/10/2020 Next Scheduled EDR Contact: 07/20/2020 Data Release Frequency: Semi-Annually FEDLAND: Federal and Indian Lands Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land, Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management, Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service. Date of Government Version: 04/02/2018 Date Data Arrived at EDR: 04/11/2018 Date Made Active in Reports: 11/06/2019 Number of Days to Update: 574 Source: U.S. Geological Survey Telephone: 888-275-8747 Last EDR Contact: 04/06/2020 Next Scheduled EDR Contact: 07/20/2020 Data Release Frequency: N/A SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas, Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin. Date of Government Version: 01/01/2017 Date Data Arrived at EDR: 02/03/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 63 Source: Environmental Protection Agency Telephone: 615-532-8599 Last EDR Contact: 02/13/2020 Next Scheduled EDR Contact: 05/25/2020 Data Release Frequency: Varies US FIN ASSUR: Financial Assurance Information All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up, closure, and post-closure care of their facilities. TC6041498.2s Page GR-13 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/16/2019 Date Data Arrived at EDR: 12/19/2019 Date Made Active in Reports: 02/27/2020 Number of Days to Update: 70 Source: Environmental Protection Agency Telephone: 202-566-1917 Last EDR Contact: 03/24/2020 Next Scheduled EDR Contact: 07/06/2020 Data Release Frequency: Quarterly EPA WATCH LIST: EPA WATCH LIST EPA maintains a "Watch List" to facilitate dialogue between EPA, state and local environmental agencies on enforcement matters relating to facilities with alleged violations identified as either significant or high priority. Being on the Watch List does not mean that the facility has actually violated the law only that an investigation by EPA or a state or local environmental agency has led those organizations to allege that an unproven violation has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged violations that were detected, but instead indicates cases requiring additional dialogue between EPA, state and local agencies - primarily because of the length of time the alleged violation has gone unaddressed or unresolved. Date of Government Version: 08/30/2013 Date Data Arrived at EDR: 03/21/2014 Date Made Active in Reports: 06/17/2014 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: 617-520-3000 Last EDR Contact: 02/03/2020 Next Scheduled EDR Contact: 05/18/2020 Data Release Frequency: Quarterly 2020 COR ACTION: 2020 Corrective Action Program List The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation. Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations. Date of Government Version: 09/30/2017 Date Data Arrived at EDR: 05/08/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 73 Source: Environmental Protection Agency Telephone: 703-308-4044 Last EDR Contact: 02/07/2020 Next Scheduled EDR Contact: 05/18/2020 Data Release Frequency: Varies TSCA: Toxic Substances Control Act Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 06/21/2017 Date Made Active in Reports: 01/05/2018 Number of Days to Update: 198 Source: EPA Telephone: 202-260-5521 Last EDR Contact: 03/20/2020 Next Scheduled EDR Contact: 06/29/2020 Data Release Frequency: Every 4 Years TRIS: Toxic Chemical Release Inventory System Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and land in reportable quantities under SARA Title III Section 313. Date of Government Version: 12/31/2017 Date Data Arrived at EDR: 11/16/2018 Date Made Active in Reports: 11/21/2019 Number of Days to Update: 370 Source: EPA Telephone: 202-566-0250 Last EDR Contact: 02/05/2020 Next Scheduled EDR Contact: 06/01/2020 Data Release Frequency: Annually SSTS: Section 7 Tracking Systems Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices being produced, and those having been produced and sold or distributed in the past year. TC6041498.2s Page GR-14 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 05/01/2019 Date Data Arrived at EDR: 10/23/2019 Date Made Active in Reports: 01/15/2020 Number of Days to Update: 84 Source: EPA Telephone: 202-564-4203 Last EDR Contact: 01/24/2020 Next Scheduled EDR Contact: 05/04/2020 Data Release Frequency: Annually ROD: Records Of Decision Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid in the cleanup. Date of Government Version: 01/30/2020 Date Data Arrived at EDR: 02/05/2020 Date Made Active in Reports: 02/14/2020 Number of Days to Update: 9 Source: EPA Telephone: 703-416-0223 Last EDR Contact: 04/02/2020 Next Scheduled EDR Contact: 06/15/2020 Data Release Frequency: Annually RMP: Risk Management Plans When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule, which built upon existing industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program, which includes a(n): Hazard assessment that details the potential effects of an accidental release, an accident history of the last five years, and an evaluation of worst-case and alternative accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee training measures; and Emergency response program that spells out emergency health care, employee training measures and procedures for informing the public and response agencies (e.g the fire department) should an accident occur. Date of Government Version: 04/25/2019 Date Data Arrived at EDR: 05/02/2019 Date Made Active in Reports: 05/23/2019 Number of Days to Update: 21 Source: Environmental Protection Agency Telephone: 202-564-8600 Last EDR Contact: 04/15/2020 Next Scheduled EDR Contact: 08/03/2020 Data Release Frequency: Varies RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. Date of Government Version: 04/17/1995 Date Data Arrived at EDR: 07/03/1995 Date Made Active in Reports: 08/07/1995 Number of Days to Update: 35 Source: EPA Telephone: 202-564-4104 Last EDR Contact: 06/02/2008 Next Scheduled EDR Contact: 09/01/2008 Data Release Frequency: No Update Planned PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Government Version: 01/30/2020 Date Data Arrived at EDR: 02/06/2020 Date Made Active in Reports: 02/14/2020 Number of Days to Update: 8 Source: EPA Telephone: 202-564-6023 Last EDR Contact: 04/02/2020 Next Scheduled EDR Contact: 05/18/2020 Data Release Frequency: Quarterly PADS: PCB Activity Database System PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB’s who are required to notify the EPA of such activities. TC6041498.2s Page GR-15 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/09/2019 Date Data Arrived at EDR: 10/11/2019 Date Made Active in Reports: 12/20/2019 Number of Days to Update: 70 Source: EPA Telephone: 202-566-0500 Last EDR Contact: 04/10/2020 Next Scheduled EDR Contact: 07/20/2020 Data Release Frequency: Annually ICIS: Integrated Compliance Information System The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES) program. Date of Government Version: 11/18/2016 Date Data Arrived at EDR: 11/23/2016 Date Made Active in Reports: 02/10/2017 Number of Days to Update: 79 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 03/26/2020 Next Scheduled EDR Contact: 07/20/2020 Data Release Frequency: Quarterly FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA/Office of Prevention, Pesticides and Toxic Substances Telephone: 202-566-1667 Last EDR Contact: 08/18/2017 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: No Update Planned FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA Telephone: 202-566-1667 Last EDR Contact: 08/18/2017 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: No Update Planned MLTS: Material Licensing Tracking System MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 10/25/2019 Date Data Arrived at EDR: 10/25/2019 Date Made Active in Reports: 01/15/2020 Number of Days to Update: 82 Source: Nuclear Regulatory Commission Telephone: 301-415-7169 Last EDR Contact: 04/10/2020 Next Scheduled EDR Contact: 08/03/2020 Data Release Frequency: Quarterly COAL ASH DOE: Steam-Electric Plant Operation Data A listing of power plants that store ash in surface ponds. Date of Government Version: 12/31/2018 Date Data Arrived at EDR: 12/04/2019 Date Made Active in Reports: 01/15/2020 Number of Days to Update: 42 Source: Department of Energy Telephone: 202-586-8719 Last EDR Contact: 03/06/2020 Next Scheduled EDR Contact: 06/15/2020 Data Release Frequency: Varies COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings. TC6041498.2s Page GR-16 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 01/12/2017 Date Data Arrived at EDR: 03/05/2019 Date Made Active in Reports: 11/11/2019 Number of Days to Update: 251 Source: Environmental Protection Agency Telephone: N/A Last EDR Contact: 02/27/2020 Next Scheduled EDR Contact: 06/15/2020 Data Release Frequency: Varies PCB TRANSFORMER: PCB Transformer Registration Database The database of PCB transformer registrations that includes all PCB registration submittals. Date of Government Version: 09/13/2019 Date Data Arrived at EDR: 11/06/2019 Date Made Active in Reports: 02/10/2020 Number of Days to Update: 96 Source: Environmental Protection Agency Telephone: 202-566-0517 Last EDR Contact: 02/07/2020 Next Scheduled EDR Contact: 05/18/2020 Data Release Frequency: Varies RADINFO: Radiation Information Database The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S. Environmental Protection Agency (EPA) regulations for radiation and radioactivity. Date of Government Version: 07/01/2019 Date Data Arrived at EDR: 07/01/2019 Date Made Active in Reports: 09/23/2019 Number of Days to Update: 84 Source: Environmental Protection Agency Telephone: 202-343-9775 Last EDR Contact: 07/01/2019 Next Scheduled EDR Contact: 07/13/2020 Data Release Frequency: Quarterly HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2007 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2008 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned DOT OPS: Incident and Accident Data Department of Transporation, Office of Pipeline Safety Incident and Accident data. Date of Government Version: 10/01/2019 Date Data Arrived at EDR: 10/29/2019 Date Made Active in Reports: 01/15/2020 Number of Days to Update: 78 Source: Department of Transporation, Office of Pipeline Safety Telephone: 202-366-4595 Last EDR Contact: 01/28/2020 Next Scheduled EDR Contact: 05/11/2020 Data Release Frequency: Quarterly TC6041498.2s Page GR-17 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CONSENT: Superfund (CERCLA) Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Government Version: 12/31/2019 Date Data Arrived at EDR: 01/17/2020 Date Made Active in Reports: 03/06/2020 Number of Days to Update: 49 Source: Department of Justice, Consent Decree Library Telephone: Varies Last EDR Contact: 03/26/2020 Next Scheduled EDR Contact: 07/20/2020 Data Release Frequency: Varies BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG) and Treatment, Storage, and Disposal Facilities. Date of Government Version: 12/31/2015 Date Data Arrived at EDR: 02/22/2017 Date Made Active in Reports: 09/28/2017 Number of Days to Update: 218 Source: EPA/NTIS Telephone: 800-424-9346 Last EDR Contact: 03/25/2020 Next Scheduled EDR Contact: 07/06/2020 Data Release Frequency: Biennially INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Date of Government Version: 12/31/2014 Date Data Arrived at EDR: 07/14/2015 Date Made Active in Reports: 01/10/2017 Number of Days to Update: 546 Source: USGS Telephone: 202-208-3710 Last EDR Contact: 04/10/2020 Next Scheduled EDR Contact: 07/20/2020 Data Release Frequency: Semi-Annually FUSRAP: Formerly Utilized Sites Remedial Action Program DOE established the Formerly Utilized Sites Remedial Action Program (FUSRAP) in 1974 to remediate sites where radioactive contamination remained from Manhattan Project and early U.S. Atomic Energy Commission (AEC) operations. Date of Government Version: 08/08/2017 Date Data Arrived at EDR: 09/11/2018 Date Made Active in Reports: 09/14/2018 Number of Days to Update: 3 Source: Department of Energy Telephone: 202-586-3559 Last EDR Contact: 01/31/2020 Next Scheduled EDR Contact: 05/18/2020 Data Release Frequency: Varies UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal government use in national defense programs. When the mills shut down, large piles of the sand-like material (mill tailings) remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. Date of Government Version: 08/30/2019 Date Data Arrived at EDR: 11/15/2019 Date Made Active in Reports: 01/28/2020 Number of Days to Update: 74 Source: Department of Energy Telephone: 505-845-0011 Last EDR Contact: 02/21/2020 Next Scheduled EDR Contact: 06/01/2020 Data Release Frequency: Varies LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version: 01/30/2020 Date Data Arrived at EDR: 02/05/2020 Date Made Active in Reports: 02/14/2020 Number of Days to Update: 9 Source: Environmental Protection Agency Telephone: 703-603-8787 Last EDR Contact: 04/02/2020 Next Scheduled EDR Contact: 07/13/2020 Data Release Frequency: Varies TC6041498.2s Page GR-18 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING LEAD SMELTER 2: Lead Smelter Sites A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931and 1964. These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust Date of Government Version: 04/05/2001 Date Data Arrived at EDR: 10/27/2010 Date Made Active in Reports: 12/02/2010 Number of Days to Update: 36 Source: American Journal of Public Health Telephone: 703-305-6451 Last EDR Contact: 12/02/2009 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS) The database is a sub-system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies. This information comes from source reports by various stationary sources of air pollution, such as electric power plants, steel mills, factories, and universities, and provides information about the air pollutants they produce. Action, air program, air program pollutant, and general level plant data. It is used to track emissions and compliance data from industrial plants. Date of Government Version: 10/12/2016 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Annually US AIRS MINOR: Air Facility System Data A listing of minor source facilities. Date of Government Version: 10/12/2016 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Annually MINES VIOLATIONS: MSHA Violation Assessment Data Mines violation and assessment information. Department of Labor, Mine Safety & Health Administration. Date of Government Version: 12/03/2019 Date Data Arrived at EDR: 12/03/2019 Date Made Active in Reports: 01/28/2020 Number of Days to Update: 56 Source: DOL, Mine Safety & Health Admi Telephone: 202-693-9424 Last EDR Contact: 03/02/2020 Next Scheduled EDR Contact: 06/15/2020 Data Release Frequency: Quarterly US MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes violation information. Date of Government Version: 11/06/2019 Date Data Arrived at EDR: 11/25/2019 Date Made Active in Reports: 01/28/2020 Number of Days to Update: 64 Source: Department of Labor, Mine Safety and Health Administration Telephone: 303-231-5959 Last EDR Contact: 02/25/2020 Next Scheduled EDR Contact: 06/08/2020 Data Release Frequency: Semi-Annually US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing This map layer includes ferrous (ferrous metal mines are facilities that extract ferrous metals, such as iron ore or molybdenum) and nonferrous (Nonferrous metal mines are facilities that extract nonferrous metals, such as gold, silver, copper, zinc, and lead) metal mines in the United States. Date of Government Version: 12/05/2005 Date Data Arrived at EDR: 02/29/2008 Date Made Active in Reports: 04/18/2008 Number of Days to Update: 49 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 02/28/2020 Next Scheduled EDR Contact: 06/08/2020 Data Release Frequency: Varies TC6041498.2s Page GR-19 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING US MINES 3: Active Mines & Mineral Plants Database Listing Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team of the USGS. Date of Government Version: 04/14/2011 Date Data Arrived at EDR: 06/08/2011 Date Made Active in Reports: 09/13/2011 Number of Days to Update: 97 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 02/28/2020 Next Scheduled EDR Contact: 06/08/2020 Data Release Frequency: Varies ABANDONED MINES: Abandoned Mines An inventory of land and water impacted by past mining (primarily coal mining) is maintained by OSMRE to provide information needed to implement the Surface Mining Control and Reclamation Act of 1977 (SMCRA). The inventory contains information on the location, type, and extent of AML impacts, as well as, information on the cost associated with the reclamation of those problems. The inventory is based upon field surveys by State, Tribal, and OSMRE program officials. It is dynamic to the extent that it is modified as new problems are identified and existing problems are reclaimed. Date of Government Version: 12/09/2019 Date Data Arrived at EDR: 12/11/2019 Date Made Active in Reports: 02/27/2020 Number of Days to Update: 78 Source: Department of Interior Telephone: 202-208-2609 Last EDR Contact: 03/05/2020 Next Scheduled EDR Contact: 06/22/2020 Data Release Frequency: Quarterly FINDS: Facility Index System/Facility Registry System Facility Index System. FINDS contains both facility information and ’pointers’ to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System). Date of Government Version: 11/22/2019 Date Data Arrived at EDR: 12/04/2019 Date Made Active in Reports: 03/02/2020 Number of Days to Update: 89 Source: EPA Telephone: (617) 918-1111 Last EDR Contact: 03/03/2020 Next Scheduled EDR Contact: 06/15/2020 Data Release Frequency: Quarterly UXO: Unexploded Ordnance Sites A listing of unexploded ordnance site locations Date of Government Version: 12/31/2017 Date Data Arrived at EDR: 01/17/2019 Date Made Active in Reports: 04/01/2019 Number of Days to Update: 74 Source: Department of Defense Telephone: 703-704-1564 Last EDR Contact: 04/03/2020 Next Scheduled EDR Contact: 07/27/2020 Data Release Frequency: Varies ECHO: Enforcement & Compliance History Information ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide. Date of Government Version: 01/05/2020 Date Data Arrived at EDR: 01/07/2020 Date Made Active in Reports: 03/06/2020 Number of Days to Update: 59 Source: Environmental Protection Agency Telephone: 202-564-2280 Last EDR Contact: 04/07/2020 Next Scheduled EDR Contact: 07/20/2020 Data Release Frequency: Quarterly DOCKET HWC: Hazardous Waste Compliance Docket Listing A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities. TC6041498.2s Page GR-20 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 05/31/2018 Date Data Arrived at EDR: 07/26/2018 Date Made Active in Reports: 10/05/2018 Number of Days to Update: 71 Source: Environmental Protection Agency Telephone: 202-564-0527 Last EDR Contact: 02/21/2020 Next Scheduled EDR Contact: 06/08/2020 Data Release Frequency: Varies FUELS PROGRAM: EPA Fuels Program Registered Listing This listing includes facilities that are registered under the Part 80 (Code of Federal Regulations) EPA Fuels Programs. All companies now are required to submit new and updated registrations. Date of Government Version: 11/18/2019 Date Data Arrived at EDR: 11/19/2019 Date Made Active in Reports: 01/28/2020 Number of Days to Update: 70 Source: EPA Telephone: 800-385-6164 Last EDR Contact: 02/19/2020 Next Scheduled EDR Contact: 06/01/2020 Data Release Frequency: Quarterly AIRS: Permitted Facilities Listing A listing of Air Quality permit applications. Date of Government Version: 01/15/2020 Date Data Arrived at EDR: 01/16/2020 Date Made Active in Reports: 03/26/2020 Number of Days to Update: 70 Source: Department of Environmental Protection Telephone: 617-292-5789 Last EDR Contact: 04/02/2020 Next Scheduled EDR Contact: 07/27/2020 Data Release Frequency: Varies ASBESTOS: Asbestos Notification Listing Asbestos sites Date of Government Version: 11/30/2019 Date Data Arrived at EDR: 12/17/2019 Date Made Active in Reports: 02/28/2020 Number of Days to Update: 73 Source: Department of Environmental Protection Telephone: 617-292-5982 Last EDR Contact: 03/02/2020 Next Scheduled EDR Contact: 06/01/2020 Data Release Frequency: Varies DRYCLEANERS: Regulated Drycleaning Facilities A listing of Department of Environmental Protection regulated drycleaning facilities that use perchloroethylene under the Environmental Results Program. Date of Government Version: 11/25/2019 Date Data Arrived at EDR: 11/25/2019 Date Made Active in Reports: 01/28/2020 Number of Days to Update: 64 Source: Department of Environmental Protection Telephone: 617-292-5633 Last EDR Contact: 04/02/2020 Next Scheduled EDR Contact: 07/27/2020 Data Release Frequency: Varies ENFORCEMENT: Enforcement Action Cases A listing of enforcement action cases tracked by Department of Environmental Protection programs, including Solid Waste and Hazardous Waste. Date of Government Version: 01/27/2020 Date Data Arrived at EDR: 01/28/2020 Date Made Active in Reports: 04/06/2020 Number of Days to Update: 69 Source: Department of Environmental Quality Telephone: 617-292-5979 Last EDR Contact: 01/27/2020 Next Scheduled EDR Contact: 05/11/2020 Data Release Frequency: Varies Financial Assurance 1: Financial Assurance Information Listing Information for hazardous waste facilities. Financial assurance is intended to ensure that resources are available to pay for the cost of closure, post-closure care, and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay. TC6041498.2s Page GR-21 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/01/2010 Date Data Arrived at EDR: 12/23/2010 Date Made Active in Reports: 02/03/2011 Number of Days to Update: 42 Source: Department of Environmental Protection Telephone: 617-292-5970 Last EDR Contact: 03/06/2020 Next Scheduled EDR Contact: 06/22/2020 Data Release Frequency: Varies Financial Assurance 2: Financial Assurance Information Listing A listing of financial assurance information for underground storage tanks. Financial assurance is intended to ensure that resources are available to pay for the cost of closure, post-closure care, and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay. Date of Government Version: 11/25/2019 Date Data Arrived at EDR: 11/25/2019 Date Made Active in Reports: 01/28/2020 Number of Days to Update: 64 Source: Office of State Fire Marshal Telephone: 978-567-3100 Last EDR Contact: 04/02/2020 Next Scheduled EDR Contact: 07/27/2020 Data Release Frequency: Varies Financial Assurance 3: Financial Assurance Information listing Information for solid waste facilities. Financial assurance is intended to ensure that resources are available to pay for the cost of closure, post-closure care, and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay Date of Government Version: 01/16/2018 Date Data Arrived at EDR: 04/17/2018 Date Made Active in Reports: 06/15/2018 Number of Days to Update: 59 Source: Department of Environmental Protection Telephone: 617-292-5970 Last EDR Contact: 03/26/2020 Next Scheduled EDR Contact: 07/20/2020 Data Release Frequency: Varies GWDP: Ground Water Discharge Permits The Ground Water Discharge Permits datalayer (formerly known as Groundwater Discharge Points) is a statewide point dataset containing approximate locations of permitted discharges to groundwater. Date of Government Version: 11/25/2019 Date Data Arrived at EDR: 01/28/2020 Date Made Active in Reports: 04/03/2020 Number of Days to Update: 66 Source: MassGIS Telephone: 617-556-1150 Last EDR Contact: 01/28/2020 Next Scheduled EDR Contact: 05/11/2020 Data Release Frequency: Varies HW GEN: List of Massachusetts Hazardous Waste Generators Permanent generator identification numbers for all Massachusetts generators of hazardous waste and waste oil that have registered with or notified MassDEP of their hazardous waste activities. Date of Government Version: 11/25/2019 Date Data Arrived at EDR: 12/19/2019 Date Made Active in Reports: 02/28/2020 Number of Days to Update: 71 Source: Department of Environmental Protection Telephone: 617-292-5500 Last EDR Contact: 03/24/2020 Next Scheduled EDR Contact: 07/06/2020 Data Release Frequency: Semi-Annually MERCURY: Mercury Product Recyling Drop-Off Locations Listing A listing of locations, collecting and recycling for mercury-added products. Mercury is toxic to the human nervous system, as well as fish and animals. Mercury can enter the body either through skin absorption or through inhalation of mercury vapors. At room temperature, small beads of mercury will vaporize. Date of Government Version: 05/07/2018 Date Data Arrived at EDR: 05/25/2018 Date Made Active in Reports: 06/25/2018 Number of Days to Update: 31 Source: Department of Environmental Protection Telephone: 617-292-5632 Last EDR Contact: 02/18/2020 Next Scheduled EDR Contact: 06/01/2020 Data Release Frequency: Varies TC6041498.2s Page GR-22 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING NPDES: NPDES Permit Listing Listing of treatment plants in Massachusetts that hold permits to discharge to groundwater. Date of Government Version: 11/14/2018 Date Data Arrived at EDR: 11/15/2018 Date Made Active in Reports: 12/17/2018 Number of Days to Update: 32 Source: Department of Environmental Protection Telephone: 508-767-2781 Last EDR Contact: 02/11/2020 Next Scheduled EDR Contact: 05/25/2020 Data Release Frequency: Varies TIER 2: Tier 2 Information Listing A listing of facilities which store or manufacture hazardous materials and submit a chemical inventory report Date of Government Version: 12/31/2018 Date Data Arrived at EDR: 04/25/2019 Date Made Active in Reports: 07/16/2019 Number of Days to Update: 82 Source: Massachusetts Emergency Management Agency Telephone: 508-820-2019 Last EDR Contact: 04/02/2020 Next Scheduled EDR Contact: 07/27/2020 Data Release Frequency: Annually TSD: TSD Facility List of Licensed Hazardous Waste Treatment, Storage Disposal Facilities (TSDFs) in Massachusetts. Date of Government Version: 12/18/2019 Date Data Arrived at EDR: 01/16/2020 Date Made Active in Reports: 03/26/2020 Number of Days to Update: 70 Source: Department of Environmental Protection Telephone: 617-292-5580 Last EDR Contact: 03/23/2020 Next Scheduled EDR Contact: 07/06/2020 Data Release Frequency: Varies UIC: Underground Injection Control Listing A list of UIC registration data and their locations Date of Government Version: 09/26/2019 Date Data Arrived at EDR: 09/27/2019 Date Made Active in Reports: 12/02/2019 Number of Days to Update: 66 Source: Department of Environmental Protection Telephone: 617-566-1172 Last EDR Contact: 03/18/2020 Next Scheduled EDR Contact: 05/25/2020 Data Release Frequency: Varies MINES MRDS: Mineral Resources Data System Mineral Resources Data System Date of Government Version: 04/06/2018 Date Data Arrived at EDR: 10/21/2019 Date Made Active in Reports: 10/24/2019 Number of Days to Update: 3 Source: USGS Telephone: 703-648-6533 Last EDR Contact: 02/28/2020 Next Scheduled EDR Contact: 06/08/2020 Data Release Frequency: Varies EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants) compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’s to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production, such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds are potentially hazardous to human health and the environment. The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil and groundwater contamination. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned TC6041498.2s Page GR-23 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING EDR Hist Auto: EDR Exclusive Historical Auto Stations EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR Hist Cleaner: EDR Exclusive Historical Cleaners EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include dry cleaning establishments. The categories reviewed included, but were not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA HWS: Recovered Government Archive State Hazardous Waste Facilities List The EDR Recovered Government Archive State Hazardous Waste database provides a list of SHWS incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Environmental Protection in Massachusetts. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 12/24/2013 Number of Days to Update: 176 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies RGA LUST: Recovered Government Archive Leaking Underground Storage Tank The EDR Recovered Government Archive Leaking Underground Storage Tank database provides a list of LUST incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Environmental Protection in Massachusetts. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 12/24/2013 Number of Days to Update: 176 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies TC6041498.2s Page GR-24 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING OTHER DATABASE(S) Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. CT MANIFEST: Hazardous Waste Manifest Data Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility. Date of Government Version: 01/30/2020 Date Data Arrived at EDR: 01/30/2020 Date Made Active in Reports: 03/09/2020 Number of Days to Update: 39 Source: Department of Energy & Environmental Protection Telephone: 860-424-3375 Last EDR Contact: 01/30/2020 Next Scheduled EDR Contact: 05/25/2020 Data Release Frequency: No Update Planned NJ MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2018 Date Data Arrived at EDR: 04/10/2019 Date Made Active in Reports: 05/16/2019 Number of Days to Update: 36 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 04/10/2020 Next Scheduled EDR Contact: 07/20/2020 Data Release Frequency: Annually NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. Date of Government Version: 01/01/2019 Date Data Arrived at EDR: 05/01/2019 Date Made Active in Reports: 06/21/2019 Number of Days to Update: 51 Source: Department of Environmental Conservation Telephone: 518-402-8651 Last EDR Contact: 01/31/2020 Next Scheduled EDR Contact: 05/11/2020 Data Release Frequency: Quarterly PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 06/30/2018 Date Data Arrived at EDR: 07/19/2019 Date Made Active in Reports: 09/10/2019 Number of Days to Update: 53 Source: Department of Environmental Protection Telephone: 717-783-8990 Last EDR Contact: 04/02/2020 Next Scheduled EDR Contact: 07/27/2020 Data Release Frequency: Annually RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2018 Date Data Arrived at EDR: 10/02/2019 Date Made Active in Reports: 12/10/2019 Number of Days to Update: 69 Source: Department of Environmental Management Telephone: 401-222-2797 Last EDR Contact: 02/18/2020 Next Scheduled EDR Contact: 06/01/2020 Data Release Frequency: Annually VT MANIFEST: Hazardous Waste Manifest Data Hazardous waste manifest information. Date of Government Version: 10/28/2019 Date Data Arrived at EDR: 10/29/2019 Date Made Active in Reports: 01/09/2020 Number of Days to Update: 72 Source: Department of Environmental Conservation Telephone: 802-241-3443 Last EDR Contact: 04/03/2020 Next Scheduled EDR Contact: 07/27/2020 Data Release Frequency: Annually TC6041498.2s Page GR-25 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 05/31/2018 Date Data Arrived at EDR: 06/19/2019 Date Made Active in Reports: 09/03/2019 Number of Days to Update: 76 Source: Department of Natural Resources Telephone: N/A Last EDR Contact: 03/09/2020 Next Scheduled EDR Contact: 06/22/2020 Data Release Frequency: Annually Oil/Gas Pipelines Source: Endeavor Business Media Petroleum Bundle (Crude Oil, Refined Products, Petrochemicals, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)) N = Natural Gas Bundle (Natural Gas, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)). This map includes information copyrighted by Endeavor Business Media. This information is provided on a best effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of Endeavor Business Media. Electric Power Transmission Line Data Source: Endeavor Business Media This map includes information copyrighted by Endeavor Business Media. This information is provided on a best effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of Endeavor Business Media. Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers, and nursing homes - where individuals who are sensitive receptors are likely to be located. AHA Hospitals: Source: American Hospital Association, Inc. Telephone: 312-280-5991 The database includes a listing of hospitals based on the American Hospital Association’s annual survey of hospitals. Medical Centers: Provider of Services Listing Source: Centers for Medicare & Medicaid Services Telephone: 410-786-3000 A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services, a federal agency within the U.S. Department of Health and Human Services. Nursing Homes Source: National Institutes of Health Telephone: 301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. Public Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on elementary and secondary public education in the United States. It is a comprehensive, annual, national statistical database of all public elementary and secondary schools and school districts, which contains data that are comparable across all states. Private Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on private school locations in the United States. Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone: 877-336-2627 Date of Government Version: 2003, 2015 TC6041498.2s Page GR-26 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Wetland Inventory Source: MassDEP Telephone: 617-292-5907 Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey STREET AND ADDRESS INFORMATION © 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC6041498.2s Page GR-27 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING TC6041498.2s Page A-1 geologic strata. of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics 2. Groundwater flow velocity. 1. Groundwater flow direction, and Assessment of the impact of contaminant migration generally has two principle investigative components: forming an opinion about the impact of potential contaminant migration. EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in 2012Version Date: 5644790 EASTHAMPTON, MATarget Property Map: USGS TOPOGRAPHIC MAP 220 ft. above sea levelElevation: 4685405.0UTM Y (Meters): 692372.1UTM X (Meters): Zone 18Universal Tranverse Mercator: 72.666327 - 72˚ 39’ 58.78’’Longitude (West): 42.299061 - 42˚ 17’ 56.62’’Latitude (North): TARGET PROPERTY COORDINATES FLORENCE, MA 01062 ROCKY HILL ROAD NASHAWANNUCK BROOK WATERSHED TARGET PROPERTY ADDRESS ®GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM® TC6041498.2s Page A-2 should be field verified. on a relative (not an absolute) basis. Relative elevation information between sites of close proximity Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated SURROUNDING TOPOGRAPHY: ELEVATION PROFILES Elevation (ft)Elevation (ft)TP TP 0 1/2 1 Miles✩Target Property Elevation: 220 ft. North South West East179204220217204211246256227220230237262272255245283292271274307295246234251253242226220231287286245154143106109109General WNWGeneral Topographic Gradient: TARGET PROPERTY TOPOGRAPHY should contamination exist on the target property, what downgradient sites might be impacted. assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to TOPOGRAPHIC INFORMATION collected on nearby properties, and regional groundwater flow information (from deep aquifers). sources of information, such as surface topographic information, hydrologic information, hydrogeologic data using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other Groundwater flow direction for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW DIRECTION INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6041498.2s Page A-3 Not Reported GENERAL DIRECTIONLOCATION GROUNDWATER FLOWFROM TPMAP ID hydrogeologically, and the depth to water table. authorities at select sites and has extracted the date of the report, groundwater flow direction as determined flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater AQUIFLOW® Search Radius: 1.000 Mile. contamination exist on the target property, what downgradient sites might be impacted. environmental professional in forming an opinion about the impact of nearby contaminated properties or, should of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator HYDROGEOLOGIC INFORMATION YES - refer to the Overview Map and Detail MapEASTHAMPTON NATIONAL WETLAND INVENTORY NWI Electronic Data CoverageNWI Quad at Target Property FEMA Q3 Flood data2501600005B FEMA Q3 Flood data2501600010B FEMA Q3 Flood data2501670001A Additional Panels in search area:FEMA Source Type FEMA Q3 Flood data2501670002A Flood Plain Panel at Target Property FEMA Source Type FEMA FLOOD ZONE and bodies of water). Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways contamination exist on the target property, what downgradient sites might be impacted. the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist HYDROLOGIC INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6041498.2s Page A-4 > 60 inchesDepth to Bedrock Max: > 60 inchesDepth to Bedrock Min: LOW Corrosion Potential - Uncoated Steel: Hydric Status: Soil does not meet the requirements for a hydric soil. water table is more than 6 feet. Well drained. Soils have intermediate water holding capacity. Depth toSoil Drainage Class: movement of water, or soils with moderately fine or fine textures. Class C - Slow infiltration rates. Soils with layers impeding downwardHydrologic Group: fine sandy loamSoil Surface Texture: PAXTON Soil Component Name: The following information is based on Soil Conservation Service STATSGO data. in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY Map, USGS Digital Data Series DDS - 11 (1994). of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Stratified SequenceCategory:MesozoicEra: TriassicSystem: TriassicSeries: TrCode: (decoded above as Era, System & Series) at which contaminant migration may be occurring. Geologic information can be used by the environmental professional in forming an opinion about the relative speed GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW VELOCITY INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6041498.2s Page A-5 sandy loam unweathered bedrock loamy sand sapric materialDeeper Soil Types: No Other Soil TypesShallow Soil Types: unweathered bedrock muck very stony - fine sandy loam extremely stony - fine sandy loamSurficial Soil Types: unweathered bedrock muck very stony - fine sandy loam extremely stony - fine sandy loamSoil Surface Textures: appear within the general area of target property. Based on Soil Conservation Service STATSGO data, the following additional subordinant soil types may OTHER SOIL TYPES IN AREA Min: 4.50 Max: 6.00 Min: 0.00 Max: 0.20 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granularfine sandy loam65 inches26 inches 3 Min: 4.50 Max: 6.00 Min: 0.60 Max: 2.00 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED and Sand. Clayey Gravel 200), Silty, or passing No. pct. or less materials (35 Granularfine sandy loam26 inches 8 inches 2 Min: 4.50 Max: 6.00 Min: 0.60 Max: 2.00 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED and Sand. Clayey Gravel 200), Silty, or passing No. pct. or less materials (35 Granularfine sandy loam 8 inches 0 inches 1 Soil Layer Information Boundary Classification Permeability Rate (in/hr) Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6041498.2s Page A-6 No Wells Found STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID Note: PWS System location is not always the same as well location. No PWS System Found FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION FROM TPWELL IDMAP ID 1/4 - 1/2 Mile WNWUSGS40000471739 1 FEDERAL USGS WELL INFORMATION LOCATION FROM TPWELL IDMAP ID 1.000State Database Nearest PWS within 1 mileFederal FRDS PWS 1.000Federal USGS WELL SEARCH DISTANCE INFORMATION SEARCH DISTANCE (miles)DATABASE opinion about the impact of contaminant migration on nearby drinking water wells. professional in assessing sources that may impact ground water flow direction, and in forming an EDR Local/Regional Water Agency records provide water well information to assist the environmental LOCAL / REGIONAL WATER AGENCY RECORDS ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.2803203203 20 32012032028016120 400360360400320320360320280280280280 2802 8 0 320 280280280 360320 280280200 2 0 0 2802 8 0 1201 60 120 1201 201 2 0 1201 2 0 1 2012 0 1 2 2 8024024024024024024024024024024024024024020020020020020020020020 0 2 00200 16 16 0 1601601160 1 6 0 1601601 6 016 0160160 160 MA TC6041498.2s Page A-8 Not ReportedNote: Not ReportedFeet to sea level: 1.00Feet below surface: 1977-12-21Level reading date: 1Ground water levels,Number of Measurements: ftWell Hole Depth Units: 350Well Hole Depth: ftWell Depth Units: 350Well Depth: 19771221Construction Date: Not ReportedAquifer Type: BedrockFormation Type: Not ReportedAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 01080204HUC: Not ReportedDescription: WellType: MA-A5W 150Monitor Location: USGS Massachusetts Water Science CenterOrganization Name: USGS-MAOrganization ID: 1 WNW 1/4 - 1/2 Mile Higher USGS40000471739FED USGS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6041498.2s Page A-9 0%20%80%2.861 pCi/LBasement Not ReportedNot ReportedNot ReportedNot ReportedLiving Area - 2nd Floor 0%25%75%1.950 pCi/LLiving Area - 1st Floor % >20 pCi/L% 4-20 pCi/L% <4 pCi/LAverage ActivityArea Number of sites tested: 44 Federal Area Radon Information for HAMPSHIRE COUNTY, MA : Zone 3 indoor average level < 2 pCi/L. : Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L. Note: Zone 1 indoor average level > 4 pCi/L. Federal EPA Radon Zone for HAMPSHIRE County: 2 1.623HAMPSHIRE ____________________________ Median% of sites>4 pCi/LCounty Radon Test Results State Database: MA Radon AREA RADON INFORMATION GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS RADON ® TOPOGRAPHIC INFORMATION USGS 7.5’ Digital Elevation Model (DEM) Source: United States Geologic Survey EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection. Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey HYDROLOGIC INFORMATION Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone: 877-336-2627 Date of Government Version: 2003, 2015 NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Wetland Inventory Source: MassDEP Telephone: 617-292-5907 HYDROGEOLOGIC INFORMATION AQUIFLOW Information SystemR Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table information. GEOLOGIC INFORMATION Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994). STATSGO: State Soil Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. SSURGO: Soil Survey Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management. TC6041498.2s Page PSGR-1 PHYSICAL SETTING SOURCE RECORDS SEARCHED LOCAL / REGIONAL WATER AGENCY RECORDS FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS). USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater. STATE RECORDS Massachusetts Geographic Information System (MassGIS) Datalayers Source: Executive Office of Environmental Affairs Telephone: Public Water Supply Database Telephone: The Public Water Supply datalayer contains the locations of public community surface and groundwater supply sources and public non-community supply sources as defined in 310 CMR 22.00. Areas of Critical Environmental Concern Telephone: The Areas of Critical Environmental Concern (ACEC) datalayer shows the location of areas that have been designated ACECs by the Secretary of Environmental Affairs. ACEC designation requires greater environmental review of certain kinds of proposed development under state jurisdiction within the ACEC boundaries. The ACEC Program is administered by the Department of Environmental Management (DEM) on behalf of the Secretary of Environmental Affairs. The Massachusetts Coastal Zone Management (MCZM) Office managed the original Coastal ACEC Program from 1978 to 1993, and continues to play a key role in monitoring coastal ACECs. Procedures for ACEC designation and the general policies governing the effects of designation are contained in the ACEC regulations (301 CMR 12.00). The ACEC datalayer has been compiled by MCZM and DEM and includes both coastal and inland areas. EPA Designated Sole Source Aquifers Telephone: The Sole Source Aquifer datalayer was compiled by the Department of Environmental Protection (DEP) Division of Water Supply (DWS). Seven Sole Source Aquifers have been designated by the US Environmental Protection Agency (EPA) for Massachusetts. A Sole Source Aquifer (SSA) is an aquifer designated by US EPA as the sole or principal source of drinking water for a given aquifer service area; that is, an aquifer which is needed to supply 50% or more of the drinking water for that area and for which there are no reasonably available alternative sources should that aquifer become contaminated. The aquifers were defined by an EPA hydrogeologist. Aquifers Telephone: MassGIS produced an aquifer datalayer composed of 20 individual panels, generally based on the boundaries of the major drainage basins. Areas of high and medium yield were mapped. This datalayer includes polygon attribute coding to help in the identification of areas in which cleanup of hazardous waste sites must meet drinking water standards, as defined in the Massachusetts Contingency Plan (MCP) (310 CMR 40.00000). Non-Potential Drinking Water Source Areas Telephone: Non-Potential Drinking Water Source Areas (NPDWSA) are regulatory in nature representing one of many considerations used in determining the standards to which ground water must be cleaned in the event of a release of oil or hazardous material. NPDWSAs are not based on existing water quality and do not indicate poor ambient conditions. DEP Approved Zone IIs Telephone: The Department of Environmental Protection (DEP) approved Zone IIs datalayer was compiled by the DEP Division TC6041498.2s Page PSGR-2 PHYSICAL SETTING SOURCE RECORDS SEARCHED OTHER STATE DATABASE INFORMATION RADON State Database: MA Radon Source: Department of Health Telephone: 413-586-7525 Radon Test Results Area Radon Information Source: USGS Telephone: 703-356-4020 The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels. OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656 Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration Earthquake Fault Lines: The fault lines displayed on EDR’s Topographic map are digitized quaternary faultlines, prepared in 1975 by the United State Geological Survey STREET AND ADDRESS INFORMATION © 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC6041498.2s Page PSGR-3 PHYSICAL SETTING SOURCE RECORDS SEARCHED Northampton Designs with Nature Conceptual Design Summary Appendix G – Cost Information NASHAWANNUCK BROOK ASSESSMENT AND MASTER PLAN OF RESILIENCY IMPROVEMENTS ENGINEER'S PLANNING-LEVEL OPINIONS OF PROJECT CONSTRUCTION COST BASED ON THE MASTER PLAN DESCRIPTION QUANTITY UNIT UNIT PRICE EXT.TOTAL MOBILIZATION / DEMOBILIZATION / ENG. LAYOUT (10%±)1 LS $280,000 $280,000 $280,000 SITE PREPARATION & SITE DEMOLITION $547,500 CONSTRUCTION ENTRANCE / ACCESS / SECURITY 1 LS $15,000 $15,000 CLEARING AND GRUBBING (AVG "LIGHT")10.0 AC $25,000 $250,000 SITE PREP & DEMOLITION 1 LS $20,000 $20,000 CONTROL & DIVERSION OF WATER 120 DAYS $2,000 $240,000 PERIMETER EROSION CONTROL 1,500 LF $15 $22,500 EARTHWORK (Associated earthwork is included in cost of site improvements & utility work below)$1,930,000 STRIP, STACK, SCREEN, & RESPREAD ON-SITE TOPSOIL 5,000 CY $25 $125,000 EXCESS EXCAVATION - TRUCK OFF SITE - DISPOSAL 25,000 CY $40 $1,000,000 EXCAVATION / BACKFILL 5,000 CY $30 $150,000 BORROW TOPSOIL / COMPOST (WETLAND CREATION)5,000 CY $50 $250,000 ROUGH GRADE SITE 450,000 SF $0.30 $135,000 FINE GRADE SITE 450,000 SF $0.60 $270,000 SITE IMPROVEMENTS $40,000 EROSION CONTROL BLANKET / FLOODPLAIN STABILIZATION 20,000 SF $2.00 $40,000 LANDSCAPE WORK $250,000 STREAMSIDE / FLOODPLAIN LANDSCAPE AND PLANTING ALLOWANCE 10.0 AC $25,000 $250,000 $3,047,500 $770,000 $3,817,500 SAY,$3,820,000 PROJECT A & PARTIAL PROJECT B RESTORE NASHAWANNUCK BROOK AND ADJACENT WETLANDS SUB-TOTAL = CONTINGENCY ( @ 25%± ) GRAND TOTAL (2020 DOLLARS) = GZA GeoEnvironmental, Inc. GZA's Conceptual-Level Opinions of Project Construction Cost are subject to the assumptions and limitations referenced in the Master Plan June 2020 Page 1 NASHAWANNUCK BROOK ASSESSMENT AND MASTER PLAN OF RESILIENCY IMPROVEMENTS ENGINEER'S PLANNING-LEVEL OPINIONS OF PROJECT CONSTRUCTION COST BASED ON THE MASTER PLAN DESCRIPTION QUANTITY UNIT UNIT PRICE EXT.TOTAL MOBILIZATION / DEMOBILIZATION / ENG. LAYOUT (10%±)1 LS $40,000 $40,000 $40,000 SITE PREPARATION & SITE DEMOLITION $88,000 CONSTRUCTION ENTRANCE / ACCESS / SECURITY 1 LS $7,500 $7,500 CLEARING AND GRUBBING (AVG "LIGHT")1.0 AC $25,000 $25,000 SITE PREP & DEMOLITION 1 LS $5,000 $5,000 CONTROL & DIVERSION OF WATER 14 DAYS $2,000 $28,000 PERIMETER EROSION CONTROL 1,500 LF $15 $22,500 EARTHWORK (Associated earthwork is included in cost of site improvements & utility work below)$192,100 STRIP, STACK, SCREEN, & RESPREAD ON-SITE TOPSOIL 500 CY $25 $12,500 EXCESS EXCAVATION - TRUCK OFF SITE - DISPOSAL 2,500 CY $40 $100,000 EXCAVATION / BACKFILL 500 CY $30 $15,000 BORROW TOPSOIL / COMPOST (WETLAND CREATION)500 CY $50 $25,000 ROUGH GRADE SITE 44,000 SF $0.30 $13,200 FINE GRADE SITE 44,000 SF $0.60 $26,400 SITE IMPROVEMENTS $16,000 EROSION CONTROL BLANKET / FLOODPLAIN STABILIZATION 8,000 SF $2.00 $16,000 LANDSCAPE WORK $25,000 STREAMSIDE / FLOODPLAIN LANDSCAPE AND PLANTING ALLOWANCE 1.0 AC $25,000 $25,000 $361,100 $100,000 $461,100 SAY,$470,000 GRAND TOTAL (2020 DOLLARS) = PROJECT C RESTORE HISTORIC TRIBUTARY TO NASHAWANNUCK BROOK SUB-TOTAL = CONTINGENCY ( @ 25%± ) GZA GeoEnvironmental, Inc. GZA's Conceptual-Level Opinions of Project Construction Cost are subject to the assumptions and limitations referenced in the Master Plan June 2020 Page 1 NASHAWANNUCK BROOK ASSESSMENT AND MASTER PLAN OF RESILIENCY IMPROVEMENTS ENGINEER'S PLANNING-LEVEL OPINIONS OF PROJECT CONSTRUCTION COST BASED ON THE MASTER PLAN DESCRIPTION QUANTITY UNIT UNIT PRICE EXT.TOTAL MOBILIZATION / DEMOBILIZATION / ENG. LAYOUT (10%±)1 LS $27,000 $27,000 $27,000 SITE PREPARATION & SITE DEMOLITION $62,500 CONSTRUCTION ENTRANCE / ACCESS / SECURITY 1 LS $7,500 $7,500 SITE PREP & DEMOLITION / LIGHT CLEARING 10 AC $2,500 $25,000 PERIMETER EROSION CONTROL 2,000 LF $15 $30,000 LANDSCAPE WORK $200,000 TREE PLANTING establishment of native tree species and establishment of vegetative strata (e.g., herb and shrub layers)10 AC $20,000 $200,000 $289,500 $72,400 $361,900 SAY,$400,000 PROJECT D REFORESTATION SUB-TOTAL = CONTINGENCY ( @ 25%± ) GRAND TOTAL (2020 DOLLARS) = GZA GeoEnvironmental, Inc. GZA's Conceptual-Level Opinions of Project Construction Cost are subject to the assumptions and limitations referenced in the Master Plan June 2020 Page 1 NASHAWANNUCK BROOK ASSESSMENT AND MASTER PLAN OF RESILIENCY IMPROVEMENTS ENGINEER'S PLANNING-LEVEL OPINIONS OF PROJECT CONSTRUCTION COST BASED ON THE MASTER PLAN DESCRIPTION QUANTITY UNIT UNIT PRICE EXT.TOTAL MOBILIZATION / DEMOBILIZATION / ENG. LAYOUT (10%±)1 LS $13,000 $13,000 $13,000 SITE PREPARATION & SITE DEMOLITION $26,500 CONSTRUCTION ENTRANCE / ACCESS / SECURITY 1 LS $1,500 $1,500 SITE PREP & DEMOLITION / LIGHT CLEARING 0.50 AC $20,000 $10,000 PERIMETER EROSION CONTROL 1,000 LF $15 $15,000 EARTHWORK (Associated earthwork is included in cost of site improvements & utility work below)$52,300 STRIP, STACK, SCREEN, & RESPREAD ON-SITE TOPSOIL 400 CY $25 $10,000 ROUGH GRADE SITE 47,000 SF $0.30 $14,100 FINE GRADE SITE 47,000 SF $0.60 $28,200 SITE IMPROVEMENTS $42,000 DENSE GRADED CRUSHED STONE (4" thick on compacted subgrade)21,000 SF $2.00 $42,000 LANDSCAPE WORK $9,100 GENERAL SEEDING / TURF ESTABLISHMENT 26,000 SF $0.35 $9,100 $142,900 $35,800 $178,700 SAY,$180,000 PROJECT G-i EXTEND PATHWAYS THROUGHOUT SITE SUB-TOTAL = CONTINGENCY ( @ 25%± ) GRAND TOTAL (2020 DOLLARS) = GZA GeoEnvironmental, Inc. GZA's Conceptual-Level Opinions of Project Construction Cost are subject to the assumptions and limitations referenced in the Master Plan June 2020 Page 1 NASHAWANNUCK BROOK ASSESSMENT AND MASTER PLAN OF RESILIENCY IMPROVEMENTS ENGINEER'S PLANNING-LEVEL OPINIONS OF PROJECT CONSTRUCTION COST BASED ON THE MASTER PLAN DESCRIPTION QUANTITY UNIT UNIT PRICE EXT.TOTAL MOBILIZATION / DEMOBILIZATION / ENG. LAYOUT (10%±)1 LS $2,000 $2,000 $2,000 SITE PREPARATION & SITE DEMOLITION $6,400 CONSTRUCTION ENTRANCE / ACCESS / SECURITY 1 LS $1,500 $1,500 SITE PREP & DEMOLITION / LIGHT CLEARING 0.10 AC $25,000 $2,500 PERIMETER EROSION CONTROL 160 LF $15 $2,400 EARTHWORK (Associated earthwork is included in cost of site improvements & utility work below)$4,200 STRIP, STACK, SCREEN, & RESPREAD ON-SITE TOPSOIL 60 CY $25 $1,500 ROUGH GRADE SITE 3,000 SF $0.30 $900 FINE GRADE SITE 3,000 SF $0.60 $1,800 SITE IMPROVEMENTS $6,000 DENSE GRADED CRUSHED STONE (6" thick on compacted subgrade)3,000 SF $2.00 $6,000 LANDSCAPE WORK $280 GENERAL SEEDING / TURF ESTABLISHMENT 800 SF $0.35 $280 $18,880 $4,800 $23,680 SAY,$24,000 PROJECT G-ii CREATE PARKING AREA ALONG OLD WILSON ROAD SUB-TOTAL = CONTINGENCY ( @ 25%± ) GRAND TOTAL (2020 DOLLARS) = GZA GeoEnvironmental, Inc. GZA's Conceptual-Level Opinions of Project Construction Cost are subject to the assumptions and limitations referenced in the Master Plan June 2020 Page 1 Northampton Designs with Nature Conceptual Design Summary Appendix H – Pine Grove Pond Controls 1 2 3 4 5 67 Pine Grove Golf Course Pond Outlet Control Structures DESCRIPTION OF POND OUTLET CONTROL STRUCTURE SYSTEM AS OF MAY 20, 2020 The low-level outlet drain in the pond (1) consists of a length of perforated HDPE connected to a 6” HDPE running under the pump house structure. Within the pump house structure, valve (2) allows water to drain out of the pond. In order to draw down the water level, all valves (2), (3) and (4) must be open. Valve (2) will be extended to final grade so that it is still functional after the pump house is backfilled. The purpose of valve (3) was to divert water into the pump for irrigation, which has been removed. This valve no longer serves a purpose and will be buried when the pump house is backfilled. Valve (4) is a metal wheel between the pump house and the Nashawannuck Brook. When closed, this valve diverts water to the irrigation system via a 4-way cross (not shown in the sketch). This valve is no longer useful and should be left permanently open. There is a rebar structure next to the bottom drain (1) to allow planking to be placed between the shore and the rebar for maintenance of the bottom drain. When the bottom drain is closed, water fills the pond until it reaches the notch weir in the side of the outlet control structure (5). The weir accepts stop blocks, formerly used to control water level, but which have been removed from the site. When the pond rises further it flows into the top of the outlet structure (5), which currently includes a homemade rebar cage, which is to be replaced with a steel grate. The outlet control discharges to the 36” metal pipe (6). An overflow pipe (7) is a 15” HDPE flowing directly to the Nashawannuck Brook. There are no controls on this pipe.