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Home My WebLink AboutAppendix L - LBP Ltr_Phase I and II ESAs and SMMPCOUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE BUREAU OF PUBLIC HEALTH PROTECTION 360 Yaphank Avenue, Suite 2A, Yaphank, NY 11980 (631) 852-5950 FAX (631) 852-5871 JAMES L. TOMARKEN, MD, MPH, MBA, MSW Commissioner DEPARTMENT OF HEALTH SERVICES June 14, 2019 Jonathan Tibett 20 Stony Hill Path Smithtown, NY 11787 Re: Lead Paint Hazard Abatement 56655 Main Rd., Southold, NY 11971 Case # 2019107 Dear Mr. Tibett, In response to a Notice and Demand issued by this Department for the discontinuance of conditions conducive to lead poisoning, a final inspection was performed on 6/14/2019 at the above referenced location. The required corrections in the notice have been satisfactorily abated and all dust wipe clearance testing has passed. Please also be aware that the federal Residential Lead-Based Paint Hazard Reduction Act, 42 U.S.C. 4852d, requires sellers and landlords of most residential housing built before 1978 to disclose all available records and reports concerning lead-based paint and/or lead-based paint hazards to purchasers and tenants at the time of sale or lease or upon lease renewal. This disclosure must occur even if hazard reduction or abatement has been completed. Failure to disclose these test results is a violation of the U.S. Department of Housing and Urban Development and the U.S. Environmental Protection Agency regulations at 24 CFR Part 35 and 40 CFR Part 745 respectively, and can result in a fine of up to $11,000 per violation. If you wish to find out more about your obligations to comply with Federal regulations, call (1-800-424-LEAD). Sincerely, Madelaine Feindt Associate Public Health Sanitarian Childhood Lead Poisoning Prevention Program Madelaine Feindt THE ENCLAVES 56655 ROUTE 25 (AKA MAIN ROAD) SOUTHOLD, NEW YORK TAX MAP: 1000-063.00-03.00-015.000 AUGUST 2018 PHASE I ENVIRONMENTAL SITE ASSESSMENT (ASTM 1527-13/40 CFR PART 312) PREPARED FOR: Andrew V. Giambertone & Associates 62 Elm Street Huntington, New York 11743 PREPARED BY: P.W. Grosser Consulting, Inc. 630 Johnson Avenue, Suite 7 Bohemia, New York 11716 Phone: 631-589-6353 Fax: 631-589-8705 Thomas Melia, PG, Sr. Project Manager thomasm@pwgrosser.com PWGC Project Number: AVG1803 P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT i PHASE I ENVIRONMENTAL SITE ASSESSMENT 56655 ROUTE 25, SOUTHOLD, NEW YORK TABLE OF CONTENTS PAGE 1.0 EXECUTIVE SUMMARY ............................................................................................................................... 1 2.0 INTRODUCTION .......................................................................................................................................... 4 2.1 Purpose ......................................................................................................................................... 4 2.2 Scope of Services ........................................................................................................................... 4 2.3 Definitions ..................................................................................................................................... 4 2.4 Significant Assumptions ................................................................................................................ 5 2.5 Limitations and Exceptions ........................................................................................................... 5 2.6 Special Terms and Conditions ....................................................................................................... 6 2.7 User Reliance................................................................................................................................. 6 2.8 Data Gaps ...................................................................................................................................... 6 3.0 PROPERTY DESCRIPTION AND PHYSICAL SETTING ..................................................................................... 7 3.1 Location and Legal Description ..................................................................................................... 7 3.2 Site Description and Improvements ............................................................................................. 7 3.2.1 Municipal Services and Utilities ......................................................................................... 7 3.3 Physical Setting ............................................................................................................................. 7 3.3.1 Regional Geology / Hydrogeology ..................................................................................... 7 3.3.2 Local Hydrogeology ........................................................................................................... 8 3.3.3 Flood Potential .................................................................................................................. 8 3.3.4 Direction and Distance to Nearest Surface Water ............................................................ 8 4.0 PROPERTY USAGE ....................................................................................................................................... 9 4.1 Current Property Usage ................................................................................................................ 9 4.2 Current Usage of Adjoining/Surrounding Properties .................................................................... 9 4.3 Historical Usage of Subject Property and Surrounding Properties ............................................... 9 5.0 USER PROVIDED INFORMATION .............................................................................................................. 13 5.1 User Requirements ..................................................................................................................... 13 5.2 Title Records ................................................................................................................................ 13 5.3 Environmental Liens .................................................................................................................... 13 5.4 Specialized Knowledge ................................................................................................................ 13 5.5 Commonly Known or Reasonably Ascertainable Information .................................................... 13 5.6 Valuation Reduction for Environmental Issues ........................................................................... 13 5.7 Owner, Property Manager and Occupant Information .............................................................. 13 5.8 Reason for Performing Phase I ESA ............................................................................................. 14 6.0 RECORDS REVIEW..................................................................................................................................... 15 6.1 Standard Environmental Record Sources ................................................................................... 15 6.1.1 Federal Databases ........................................................................................................... 15 6.1.2 State and Local Databases ............................................................................................... 16 6.1.3 EDR Databases ................................................................................................................. 18 6.1.4 Orphan Sites .................................................................................................................... 18 6.2 Vapor Encroachment .................................................................................................................. 19 6.3 Additional Environmental Record Sources ................................................................................. 20 6.3.1 Freedom of Information Act Requests ............................................................................ 20 6.3.2 Publicly Available Information ......................................................................................... 20 P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT ii PHASE I ENVIRONMENTAL SITE ASSESSMENT 56655 ROUTE 25, SOUTHOLD, NEW YORK TABLE OF CONTENTS PAGE 7.0 SITE RECONNAISSANCE ............................................................................................................................ 21 7.1 Methodology and Limiting Conditions ........................................................................................ 21 7.2 Aboveground Storage Tanks (AST) .............................................................................................. 21 7.3 Underground Storage Tanks (UST) .............................................................................................. 21 7.4 Hazardous and Non-Hazardous Chemical Storage ..................................................................... 21 7.5 Waste Generation, Storage, and Disposal .................................................................................. 21 7.6 Polychlorinated Biphenyls (PCBs) ............................................................................................... 21 7.7 Additional Site Conditions ........................................................................................................... 21 7.8 Neighboring Properties ............................................................................................................... 22 8.0 INTERVIEWS ............................................................................................................................................. 23 8.1 Current Owner/Occupant ........................................................................................................... 23 8.2 Previous Environmental Reports ................................................................................................ 23 8.3 Local Government Officials ......................................................................................................... 23 9.0 CONDITIONS OUTSIDE THE SCOPE OF ASTM 1527-13 ............................................................................. 24 9.1 Wetland Delineation ................................................................................................................... 24 9.2 Radon Risk Evaluation ................................................................................................................. 24 9.3 Asbestos ...................................................................................................................................... 24 9.4 Lead-Based Paint (LBP)................................................................................................................ 24 9.5 Mold ............................................................................................................................................ 24 10.0 FINDINGS AND OPINIONS ........................................................................................................................ 25 11.0 CONCLUSIONS AND RECOMMENDATIONS .............................................................................................. 27 12.0 DEVIATIONS .............................................................................................................................................. 28 13.0 REFERENCES ............................................................................................................................................. 29 14.0 SIGNATURE OF ENVIRONMENTAL PROFESSIONAL .................................................................................. 30 P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT iii PHASE I ENVIRONMENTAL SITE ASSESSMENT 56655 ROUTE 25, SOUTHOLD, NEW YORK TABLES Table 4-1 Surrounding Property Usage Table 4-2 Subject Property Historical Usage Table 4-3 Surrounding Area Historical Usage Table 6-1 Federal Databases Searched Table 6-2 State and Local Databases Searched Table 6-3 Additional Databases Searched Table 7-1 Additional Site Conditions FIGURES Figure 1 Vicinity Map Figure 2 Site Plan APPENDICES Appendix A Site Photographs Appendix B Sanborn Maps Appendix C Topographic Maps Appendix D Aerial Photos Appendix E City Directory Abstract Appendix F Site Questionnaire and Relevant Documents Appendix G EDR Radius Map Report Appendix H Tier 1 Vapor Encroachment Screening Appendix I Freedom of Information Act Requests P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 1 1.0 EXECUTIVE SUMMARY Andrew V. Giambertone & Associates (Client) retained P.W. Grosser Consulting, Inc. (PWGC) to prepare a Phase I Environmental Site Assessment (ESA) for the property located at 56655 Route 25 (aka Main Road), Southold, New York. The purpose of the Phase I ESA was to identify and evaluate the presence of Recognized Environmental Conditions (RECs) at the subject site. RECs are the presence or likely presence of any hazardous substance or petroleum product under conditions that indicate an existing release, a past release or material threat of a release of any hazardous substance or petroleum product into structures on the property or into the ground, groundwater or surface water of the property. The subject property consists of one parcel located at 56655 Route 25 (aka Main Road) in the Hamlet of Southold, New York. The site is located in the Town of Southold, and Suffolk County. The property is identified in the Suffolk County Tax Map as 1000-063.00-03.00-015.000. The subject property measures approximately 6.85 acres and is occupied by one two-story, single family residential dwelling with a partial basement, one detached, single-story garage, and three accessory structures (sheds). All structures are located on the southeastern portion of the site. Work was conducted in accordance with the American Society for Testing and Materials (ASTM) Standard E 1527-13 (Standard Practices for Environmental Site Assessment: Phase I Environmental Site Assessment Process), 40 Code of Federal Regulations (CFR) Part 312 (Standards and Practices for All Appropriate Inquiry; Final Rule) and PWGC’s proposal for services. PWGC evaluated the findings associated with the subject property and identified three RECs and no HRECs or CRECs with respect to the subject property. Conditions determined to be RECs are detailed below: • The subject property and several adjacent properties have historically been used for agricultural purposes from the 1920s through the 1980s (subject site) and 2000s (surrounding properties). Historic usage for agricultural purposes is likely to be associated with the application of pesticides and herbicides at the site. During the period of time the subject site and surrounding properties were used for agricultural purposes, pesticides used may have included now-banned chemicals (such as DDT), or metals-based compounds (such as lead arsenate). Such compounds may have been applied directly at the subject property, and/or may have migrated to the subject property from adjacent properties via P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 2 surficial storm runoff or wind deposition. Compounds such as these, particularly metals-based compounds, tend to be immobile in the environment and remain in soil long after their application ceases. Based on this, PWGC believes that the site and surrounding area’s historical usage for agricultural purposes represents a REC. • Small piles of trash and debris, along with a floating dock were present on the northwestern portion of the site. The piles of trash appeared to include empty five-gallon buckets, tarps, and plastic sheeting. The source of the material could not be determined. Such dumping represents evidence of a potential past release of a hazardous substance and/or petroleum product to the environment. Based on this, PWGC believes that improper waste disposal at the site represents a REC. • The adjacent property to the west of the subject property has been used as a boat storage yard from the 1970s through the present. Such usage is typically associated with the storage and use of hazardous substances and/or petroleum products as well as metals impact related to antifouling paint chips generated during boat cleaning/repainting, and sacrificial anodes being removed from boats in the outdoor boat storage areas. Poor housekeeping or unreported spills of such substances have the potential to have impacted the subject site, either through direct discharge at the property boundary or via migration by surficial storm runoff. Based on this information, PWGC believes that the usage of the adjacent site represents a REC with respect to the subject property. Based on the identified RECs, PWGC recommends a Phase II ESA be performed at the site. The Phase II ESA should include: • Evaluation of potential pesticide and metals impact to shallow soils throughout the site. • Evaluation of soil quality at the waste disposal area on the northwest corner of the site, as well as any additional areas that were not visible during site reconnaissance due to the presence of heavy undergrowth. • Evaluation of soil quality in along the western property boundary near the adjacent boatyard. Although not a part of the ASTM E1527-13 scope, the following additional site concerns must be considered: • Based on the apparent age of the buildings at the site, it is possible that ACM and/or lead-based paint are present within the structures. PWGC recommends that, prior to demolition or renovation of the buildings, a proper asbestos and/or lead survey be performed, and identified ACM and/or lead based paint be properly abated. P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 3 • Although the onsite sanitary system was not identified as a REC, in the event that the system will be closed as part of redevelopment, SCDHS will likely require that the system be characterized and remediated (if necessary) prior to closure. • Although the two ASTs at the site were not identified as a REC, as they are no longer in use, PWGC recommends that they be properly closed/removed. P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 4 2.0 INTRODUCTION 2.1 Purpose Andrew V. Giambertone & Associates (Client) retained P.W. Grosser Consulting, Inc. (PWGC) to prepare a Phase I Environmental Site Assessment (ESA) for the property located at 56655 Route 25 (aka Main Road), Southold, New York. The purpose of the Phase I ESA was to identify and evaluate the presence of Recognized Environmental Conditions (RECs) at the subject site. RECs are the presence or likely presence of any hazardous substance or petroleum product under conditions that indicate an existing release, a past release or material threat of a release of any hazardous substance or petroleum product into structures on the property or into the ground, groundwater or surface water of the property. 2.2 Scope of Services The assessment consisted of a visual inspection of the site and surrounding areas, interviews, a review of historical information and aerial photographs, and a review of pertinent local, state, federal and facility records. Environmental Data Resources (EDR) of Shelton, Connecticut provided the following: a database search of environmental compliance records of sites within an ASTM standard radius of the property, a Sanborn fire insurance map search, historical aerial photograph search and a historical telephone directory search. PWGC reviewed the environmental database report compiled by EDR as a part of the assessment. The purpose of the review was to identify reported listings for the subject property or other properties in the site vicinity. Databases reviewed included federal and state lists of known or suspected contaminated sites, lists of known handlers or generators of hazardous waste, lists of known waste disposal facilities, and lists of aboveground and underground storage tanks (ASTs and USTs). PWGC’s review of the database has been incorporated into this report along with a copy of the EDR report. The work was conducted in accordance with the American Society for Testing and Materials (ASTM) Standard E 1527-13 (Standard Practices for Environmental Site Assessment: Phase I Environmental Site Assessment Process), 40 CFR Part 312 (Standards and Practices for All Appropriate Inquiry; Final Rule) and PWGC’s proposal for services. 2.3 Definitions 1. RECs are the presence or likely presence of any hazardous substance or petroleum product in, on, or at a property: (1) due to any release to the environment; (2) under the conditions indicative of a release to P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 5 the environment; or (3) under conditions that pose a material threat of a future release to the environment. 2. Historic RECs (HREC) are identified as a past release of any hazardous substances or petroleum products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority, without subjecting the property to any required controls (e.g., property use restrictions, activity or use limitations (AULs), institutional controls, or engineering controls). 3. Controlled RECs (CREC) are identified as a REC resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority (e.g., as evidenced by the issuance of a No Further Action (NFA) letter or equivalent, or meeting risk- based criteria established by regulatory authority), with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls (e.g., property use restrictions, AULs, institutional controls, or engineering controls). 4. A de minimus condition generally does not present a threat to human health or of the environment, and generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. Conditions determined to be de minimus conditions are not RECs nor CRECs. 2.4 Significant Assumptions PWGC has made the following significant assumptions in the preparation of this report: 1. Groundwater Flow Direction – Based upon regional groundwater elevation maps, and local topography, regional groundwater flow direction appears to be toward the southeast. 2. Regulatory Records Information - PWGC assumes that all information provided by EDR regarding the regulatory status of facilities within the ASTM Standard approximate minimum search distance is complete, accurate and current. 3. Other - PWGC assumes that all information provided through interviews is complete and unbiased. 2.5 Limitations and Exceptions The conclusions presented in this report are professional opinions based on the data described in this report. These opinions have been arrived at in accordance with currently accepted engineering and hydrogeologic standards and practices applicable to this location, and are subject to the following inherent limitations: 1. The data presented in this report are from visual inspections, examination of records in the public domain, and interviews with individuals having information about the site. The passage of time, manifestation of latent conditions, or occurrence of future events may require further exploration of P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 6 the site, analysis of data, and re-evaluation of the findings, observations, and conclusions presented in this report. 2. The data reported and the findings, observations, and conclusions expressed are limited by the scope of work. The scope of work was defined by the request of the client. 3. No warranty or guarantee, whether expressed or implied, is made with respect to the data reported, findings, observations, or conclusions. These are based solely upon site conditions in existence at the time of the investigation, and other information obtained and reviewed by PWGC. 4. PWGC's Phase I ESA report presents professional opinions and findings of a scientific and technical nature. While attempts were made to relate the data and findings to applicable environmental laws and regulations, the report shall not be construed to offer legal opinion or representations as to the requirements of, nor compliance with, environmental laws, rules, or regulations, or policies of federal, state, or local government agencies. PWGC does not assume liability for financial or other losses or subsequent damage caused by or related to any use of this document. 5. The conclusions presented in this report are professional opinions based on data described in this report. They are intended only for the purpose, site location, and project indicated. This report is not a definitive study of contamination at the site and should not be interpreted as such. 6. This report is based, in part, on information supplied to PWGC by third-party sources. While efforts have been made to substantiate this third-party information, PWGC cannot attest to the completeness or accuracy of information provided by others. 2.6 Special Terms and Conditions Authorization to perform this assessment was given by a proposal for services between Andrew V. Giambertone & Associates and PWGC. 2.7 User Reliance This report was prepared for the exclusive use of Andrew V. Giambertone & Associates. PWGC assumes no liability for use of this report by any person or entity other than those for which it was prepared. 2.8 Data Gaps Any data gaps identified herein, as defined by ASTM Practice E 1527-13 § 3.2.20, are not considered to have significantly affected the ability to identify RECs in connection with the subject property and do not alter the conclusions of this report. Data gaps identified during the preparation of this Phase I ESA include: • Limited accessibility/visibility of the northern exterior portion of the property due to the presence of heavy brush and undergrowth. P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 7 3.0 PROPERTY DESCRIPTION AND PHYSICAL SETTING 3.1 Location and Legal Description The subject property consists of one parcel located at 56655 Route 25 (aka Main Road) in the Hamlet of Southold, New York. The site is located in the Town of Southold, and Suffolk County. The property is identified in the Suffolk County Tax Map as 1000-063.00-03.00-015.000. A Site Location Map is included as Figure 1 and a Site Plan is included as Figure 2; photos of the site are included in Appendix A. 3.2 Site Description and Improvements The subject property measures approximately 6.85 acres and is occupied by one two-story, single family residential dwelling with a partial basement, one detached, single-story garage, and three accessory structures (sheds). All structures are located on the southeastern portion of the site. 3.2.1 Municipal Services and Utilities Utility services are provided to the property as follows: • Heating/Cooling System – a gas fired heating system is located in the partial basement of the dwelling. the remainder of the structures are unheated. Cooling is provided by window mounted air-conditioning units. • Water Supply – The property is connected to Suffolk County Water Authority’s (SCWA) water supply system. • Sanitary System – The site is connected to an onsite sanitary system. • Electric – PSEG Long Island 3.3 Physical Setting The topography of the site and surrounding area was reviewed from the USGS 7.5-minute series topographic map for the Southold, New York quadrangle. The property elevation is approximately 29 feet above the National Geodetic Vertical Datum (NGVD). Regional physiographic conditions are summarized below. 3.3.1 Regional Geology / Hydrogeology The geologic setting of Long Island is well documented and consists of crystalline bedrock composed of schist and gneiss overlain by layers of unconsolidated deposits. Immediately overlying the bedrock is the Raritan Formation, consisting of the Lloyd sand confined by the Raritan Clay Member. The Lloyd sand is an aquifer and P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 8 consists of discontinuous layers of gravel, sand, sandy and silty clay, and solid clay. The Raritan Clay is a solid and silty clay with: few lenses of sand and gravel; abundant lignite and pyrite; and gray, red or white in color. Above the Raritan Clay lies the Magothy Formation. The Magothy Aquifer consists of layers of fine to coarse sand of moderate to high permeability, with inter-bedded lenses of silt and clay of low permeability resulting in areas of preferential horizontal flow. Therefore, this aquifer generally becomes more confined with depth. The Magothy Aquifer is overlain by the Upper Glacial Aquifer. The Upper Glacial Aquifer is the water table aquifer at this location and is comprised of medium to coarse sand and gravel with occasional thin lenses of fine sand and brown clay. This aquifer extends from the land surface to the top of the Magothy and, therefore, is hydraulically connected to the Magothy Aquifer. 3.3.2 Local Hydrogeology Based upon the site elevation and regional groundwater contour maps, the depth to groundwater beneath the site is approximately 25 feet below existing grade. Regional groundwater flow is estimated to be toward the southeast. Based upon information contained within the EDR report, there is one public water supply well within a one- mile radius of the subject property. Mat-a-Mar Marina, located approximately ½ mile southwest of the subject property, appears to be serviced by a private well located at the marina. 3.3.3 Flood Potential PWGC reviewed the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Maps (FIRMs) to determine if the subject property is located within the 100-year or 500-year flood zones. Based upon FIRM data, it appears that the subject property is not located within the 100 or 500-year flood zone (FEMA Map Panel ID: 36103C0158H). 3.3.4 Direction and Distance to Nearest Surface Water Based on topographic maps, it appears that the nearest permanent surface water body is Town Creek, located approximately 1,000 feet southwest of the subject property. P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 9 4.0 PROPERTY USAGE 4.1 Current Property Usage The subject property is currently used as a residential dwelling. 4.2 Current Usage of Adjoining/Surrounding Properties A summary of the surrounding properties is as follows: Table 4-1 - Surrounding Property Usage Direction Property Description North Long Island Railroad Tracks, undeveloped land South Route 25, commercial properties (furniture store, 7-11) East Single family residential West Commercial properties (boatyard, florist, hair salon, bakery), single family residential 4.3 Historical Usage of Subject Property and Surrounding Properties Historical sources researched to determine past usage of the subject property and surrounding properties are as follows: Sanborn Fire Insurance Maps - EDR was retained to provide historical Sanborn fire insurance maps of the subject and adjacent properties. Historical Sanborn maps for the subject property and surrounding area were reviewed for the years available which include 1920 to 1965. Review of the maps is summarized in Table 4-2. A copy of the historical Sanborn report is included in Appendix B. Historical Topographic Maps - Historical topographic maps for the subject property and surrounding area were reviewed for the years available which include 1904 to 2013. Review of the maps is summarized in Table 4-2. Copies of historical topographic maps are included as Appendix C. Historical Aerial Photographs - PWGC performed a review of readily available aerial photographs showing the subject property and surrounding area. Photographs were reviewed for the years available which include 1938 to 2017. Review of the photos is summarized in Table 4-2. A copy of the aerial photograph search is included in Appendix D. P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 10 City Directory Listings - EDR was retained to provide a directory of historical telephone listings at the subject property and surrounding properties. City directories were reviewed for the years available which include 1971 to 2014. A copy of the city directory report is included as Appendix E. Table 4-2 - Subject Property Historical Usage Date(s) Source Issues Noted Description 1904 TM No The resolution of available topographic maps is not sufficient to draw conclusions as to the usage of the subject property, other than that it appears a structure is present on the southeastern portion of the site in the area where the currently existing residential dwelling is located. 1920 SB No The currently existing residential dwelling, and two of the three sheds appear to be present at the site. One of the sheds at the rear of the dwelling appears to be identified as a well house. Two detached garages appear to be present at the site; however, neither appears to be the currently existing garage. 1929 to 1960 SB, TM, AP Yes The currently existing residential dwelling, detached garage, and two of the three sheds appear to be present at the site. One of the sheds at the rear of the dwelling appears to be identified as a well house. One of the two detached garages present in 1920 is no longer present. The northern portion of the site appears to be used for agricultural purposes (beginning in 1938 aerial photo). 1962 to 1985 SB, AP, CD Yes The currently existing residential dwelling, detached garage, and two of the three sheds appear to be present at the site. The additional garages present from 1920 to 1947 are no longer present. The northern portion of the site appears to be used for agricultural purposes. 1994 to 2017 TM, AP, CD No The currently existing residential dwelling, detached garage, and two of the three sheds appear to be present at the site. The northern portion of the site appears to be overgrown and no longer be used for agricultural purposes. Sources: SB – Sanborn Map; TM – Historical Topographic Map; AP – Aerial Photograph; CD – City Directory Historical usage of the subject property indicates that it was first developed prior to 1904 and has been used for residential purposes from that time through the present. The property also appears to have been used for agricultural purposes from approximately 1938 to 1985. Historical usage of the subject property indicative of potential RECs include the following: • Historic long term agricultural usage. P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 11 Table 4-3 – Surrounding Area Historical Usage Date(s) Source Issues Noted Description 1904 TM No The resolution of available topographic maps is not sufficient to draw conclusions as to the usage of the subject property, other than that the areas to the east, west and south have been developed. 1920 to 1960 SB, AP, TM, CD Yes North: Agricultural South: Residential East: Residential, agricultural West: Auto repair/painting (multiple USTs shown in Sanborn maps), retail, residential, agricultural 1965 to 1985 AP, CD Yes North: Agricultural South: Residential, gasoline station East: Residential, agricultural West: Commercial, boatyard, residential, agricultural 1994 to 2014 AP, TM, CD Yes North: Agricultural South: Residential, commercial East: Residential, agricultural West: Commercial, boatyard, residential 2015 to 2017 AP Yes North: Vacant land South: Residential East: Residential, agricultural West: Commercial, boatyard, residential Sources: SB – Sanborn Map; TM – Historical Topographic Map; AP – Aerial Photograph; CD – City Directory Review of historical information reviewed for the properties surrounding the subject property indicate that the area has been developed since approximately at least 1904. In general, the area surrounding the subject property has been used for residential and agricultural purposes, with some commercial usage to the west of the subject site. Historical usage of properties in the surrounding area indicative of potential RECs include the following: • Adjacent properties to the south and southwest historically used as a gasoline station and auto repair shop. • Adjacent properties to the north, east and west historically used for agricultural purposes. • Adjacent property to the west historically and currently used as a boat storage yard. P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 12 P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 13 5.0 USER PROVIDED INFORMATION 5.1 User Requirements The user of a Phase I ESA report, in accordance with the USEPA All Appropriate Inquiries (AAI) Rule and ASTM E1527-13 has certain responsibilities which include providing the following information, if available, to PWGC to be included within the Phase I Report. Additionally, PWGC provided the user of the report a User Questionnaire form. The information requested in the User Questionnaire is intended to assist in gathering information that may be material to identify if RECs are present at the subject property. A copy of the User Questionnaire and any provided documents are included in Appendix F; relevant information has been incorporated into this report. 5.2 Title Records Title records for the site may contain information about past owners and uses of the subject property. The title report may also contain site information such as restrictive declarations which are limitations on site uses based upon know environmental conditions. As of the date of this report the user has not provided PWGC with a title search, or requested that PWGC perform a title search. 5.3 Environmental Liens An environmental lien is a charge, security or encumbrance upon title to a property to secure the payment of a cost, damage, debt, obligation, or duty arising out of response actions, cleanup or other remediation of hazardous substances or petroleum products upon a property, including, but not limited to, liens imposed pursuant to CERCLA 42 USC § 9607 (1) & 9607(r) and similar state and local laws. As of the date of this report the user has not provided PWGC with a lien search, or requested that PWGC perform a lien search. 5.4 Specialized Knowledge The user provided no specialized knowledge about the property to PWGC. 5.5 Commonly Known or Reasonably Ascertainable Information The user provided no commonly known information about the property to PWGC. 5.6 Valuation Reduction for Environmental Issues The user provided no information regarding price adjustments to the subject parcels value due to environmental issues. 5.7 Owner, Property Manager and Occupant Information The property is currently owned and occupied by 56655 Main Street LLC, and occupied by residential tenants. P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 14 5.8 Reason for Performing Phase I ESA The Phase I ESA was performed to evaluate potential RECs as part of the preparation of a Draft Generic Environmental Impact Statement (DGEIS) for the subject property. P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 15 6.0 RECORDS REVIEW 6.1 Standard Environmental Record Sources EDR of Shelton, Connecticut was retained to provide a database search of the project area within an ASTM- standard radius of the subject property. A list of the databases searched and the search radius is shown on the summary table below. PWGC reviewed the database output to determine if the property appears on any of the regulatory agency lists. Detailed information concerning each database list is provided in the EDR report (Appendix G). In order to evaluate the potential for a site to have an adverse impact to the subject site, the migration pattern of contaminants in media such as groundwater or soil vapor is considered. Based upon the presumed regional flow towards the southeast, the following is assumed: • Sites located northwest of the subject site are considered to have the highest potential to impact the subject site and are referred to as “up-gradient.” • Sites located southeast of the subject site, which are not neighboring or adjacent to the subject site are considered to have the least potential to impact the subject site and are referred to as “downgradient.” • Due to the presence of multiple nearby creeks and inlets to the south of the subject site, groundwater flow beneath the site, while generally toward the southeast, may vary toward the southwest or east. As such PWGC expanded the definition of “up gradient” from northeast to a range of west-northwest to east northeast. • All other sites not adjacent to or neighboring the subject property are referred to as “cross-gradient” and are considered to have minimal potential to impact the subject site. A summary of standard environmental record sources researched is as follows: 6.1.1 Federal Databases The table below summarizes the Federal databases that were searched. Table 6-1 - Federal Databases Searched Agency Listing Name or database Searched Abbreviation Search Distance Target Property Identified Nearby Properties Identified USEPA National Priority List NPL 1.0 mile No 0 USEPA National Priority List Deletions Delisted NPL 0.5 mile No 0 P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 16 Agency Listing Name or database Searched Abbreviation Search Distance Target Property Identified Nearby Properties Identified USEPA Superfund Enterprise Management System SEMS 0.5 mile No 0 USEPA Superfund Enterprise Management System Archive SEMS-ARCHIVE 0.5 mile No 0 USEPA Resource Conservation and Recovery Act Corrective Action Activity CORRACTS 1.0 mile No 0 USEPA Resource Conservation and Recovery Act Treatment/Storage/Disposal Facilities RCRA TSD 0.5 mile No 0 USEPA Resource Conservation and Recovery Act Small/Large Quantity Hazardous Waste Generators RCRA SQG/LQG/ CESQG/ Non-Gen Subject Property and Adjoining No ) USEPA Federal Institutional/Engineering Control registries US INST/ENG Controls Subject Property No 0 USEPA Emergency Response Notification System ERNS Subject Property No N/A USEPA Superfund (CERCLA) Consent Decrees CONSENT 1.0 mile No 0 USEPA Records of Decision ROD 1.0 mile No 0 USEPA Mines Master Index MINES 0.25 mile No 0 Review of the EDR Radius Map Report indicates that neither the subject property nor nearby properties are identified within the ASTM standard federal database search radii. 6.1.2 State and Local Databases The table below summarizes the State databases that were searched. Table 6-2 - New York State and Local Databases Searched Agency Listing Name or database Searched Abbreviation Search Distance Target Property Identified Nearby Properties Identified NYSDEC Inactive Hazardous Waste Disposal Sites in New York State SHWS 1.0 mile No 1 NYSDEC Hazardous Substance Waste Disposal Site Study HSWDS 0.5 mile No 0 NYSDEC Solid Waste Facility Register SWF/LF 0.5 mile No 0 P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 17 Agency Listing Name or database Searched Abbreviation Search Distance Target Property Identified Nearby Properties Identified NYSDEC Registered Recycling Facilities SWRCY 0.5 mile No 0 NYSDEC Registered Waste Tire Storage Facilities SWTIRE 0.5 mile No 0 NYSDEC Leaking Underground Storage Tank Sites LTANKS 0.5 mile No 2 SCDHS Petroleum Bulk Storage (PBS) UST/AST Subject Property and Adjoining No 0 NYSDEC Chemical Bulk Storage (CBS) CBS AST/UST Subject Property and Adjoining No 0 NYSDEC Institutional/Engineering Control registries INST/ENG Controls Subject Property No N/A NYSDEC Voluntary Cleanup Agreements VCP 0.5 mile No 0 NYSDEC Brownfield sites Brownfields 0.5 mile No 0 NYSDEC Major Oil Storage Facilities MOSF 0.5 mile No 0 NYSDEC New York State Spills NYSPILLS 0.125 mile No 2 NYSDEC Dry Cleaner Site Drycleaners 0.25 mile No 0 Review of the EDR Radius Map Report indicates that the subject property is not listed in State environmental databases searched. Nearby properties identified within the ASTM standard State database search radii are detailed below. New York State Inactive Hazardous Waste Disposal Sites - The New York State Department of Environmental Conservation (NYSDEC) maintains a state priority list of Inactive Hazardous Waste Disposal Sites (SHWS) considered to be actually or potentially contaminated and presenting a possible threat to human health and the environment. Referred to as the State Superfund Program, the Inactive Hazardous Waste Disposal Site Remedial Program is the cleanup program for inactive hazardous waste sites and now includes hazardous substance sites. The subject property is not identified as a SHWS site. One property within the search radius is identified as a SHWS site (Southold Acetylene Gas Production). This site appears to be located cross gradient of the subject property and as such, appears unlikely to represent an environmental concern to the subject property. P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 18 Leaking Underground Storage Tank Sites - The Leaking Underground Storage Tank Sites (LTANKS) database contains a NYSDEC inventory of reported leaking storage tank incidents. They can be either leaking underground storage tanks or leaking aboveground storage tanks. The causes of the incidents are tank test failures, tank failures or tank overfills. The subject property is not identified as a LTANKS site. Two properties within the search radius are identified as LTANKS sites. Both of the identified LTANKS sites have been closed by NYSDEC, and as such appear unlikely to represent an environmental concern to the subject property. New York State Spills - The New York State Spills Information Database (NYSPILLS) contains data collected on chemical and petroleum spill incidents reported to NYSDEC since April 1, 1986. The subject property is not identified as a NYSPILLS site. Two properties within the search radius are identified as NYSPILLS sites. Both of the identified NYSPILLS sites have been closed by NYSDEC, and as such appear unlikely to represent an environmental concern to the subject property. 6.1.3 EDR Databases The table below summarizes the EDR databases that were searched. Table 6-3 - Additional Databases Searched Agency Listing Name or database Searched Abbreviation Search Distance Target Property Identified Nearby Properties Identified EDR Manufactured Gas Plants MGP 1.0 mile No 0 EDR Historical Drycleaners HDC 0.25 mile No 0 EDR Historical Auto Station HAS 0.125 mile No 0 Review of the EDR Radius Map Report indicates that neither the subject property nor nearby properties are identified within the EDR proprietary database search radii are detailed below. 6.1.4 Orphan Sites Orphan sites are properties, that due to an inadequate or incomplete address in government databases or in base map files, are not able to be geographically located (i.e. mapped or geocoded). This can occur for several P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 19 reasons; no street number or street name in address given; the street address is given only as a P.O. Box; or when inconsistencies exist in the address (street number does not exist in the city / zip code given). A total of 89 orphan sites were identified in the EDR report. PWGC performed a cursory review of the addresses listed. It does not appear that the subject property or neighboring properties are identified in the orphan summary. 6.2 Vapor Encroachment PWGC performed a Tier 1 Vapor Encroachment Screening for the subject property in accordance with ASTM E2600-15, Vapor Encroachment Screening on Property Involved in Real Estate Transactions. In accordance with ASTM E2600-15, the default Area of Concern (AOC), adjusted to account for the groundwater flow direction in the vicinity of the subject property, is defined as follows: Direction Relative to Subject Property Petroleum Impacted Sites AOC Radius Contaminants of Concern Impacted Sites AOC Radius Up Gradient 528 feet 1760 feet Cross Gradient 165 feet (LNAPL) 95 feet (dissolved) 365 feet Down Gradient 100 feet (LNAPL) 30 feet (dissolved) 100 feet PWGC evaluated sites identified in Federal and State databases (see Section 6.1) located within the adjusted AOC radii for the potential for petroleum impact and or contaminants of concern (such as perc) to be present. The following sites were identified within the adjusted AOC: • One LTANKS site This site was evaluated for the potential for a vapor encroachment condition (VEC) to be present. Based on the site’s lack of apparent impact present and closed status, PWGC has determined that it is unlikely to represent a VEC at the subject property. However, although not identified in Federal or State databases, the adjacent properties to the south and southwest appear to have been used as a gasoline station and auto repair shop from with multiple gasoline USTs shown in Sanborn maps at the repair shop (see Section 4.2), and USTs presumed to have been present at the gasoline station. Based on the unknown status of these USTs, these sites may represent a potential VEC at the subject property. P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 20 A copy of the Tier 1 Vapor Encroachment Screening is included as Appendix H. 6.3 Additional Environmental Record Sources 6.3.1 Freedom of Information Act Requests Freedom of Information Act (FOIA) requests were sent to the United States Environmental Protection Agency, Region 2 (USEPA), the New York State Department of Environmental Conservation, Region 1 (NYSDEC), and the Suffolk County Department of Health (SCDHS). Copies of FOIA requests are included in Appendix H. As of the date of this report, responses to FOIA requests have not been received, except as noted below. As responses were not provided within the allotted due diligence period, the records were deemed not to be “reasonably ascertainable” at this time. Should records become available at a later date, pertinent information will be forwarded as an addendum upon receipt. USEPA – PWGC submitted a query through the USEPA online MyProperty search tool. According to USEPA’s website, the results generated by this search are identical to the information that would be receives by filing a FOIA request with USEPA. According to the search results, USEPA has no records related to the subject property. NYSDEC – PWGC submitted a FOIA request to NYSDEC on August 10, 2018. NYSDEC indicated that a response would be forthcoming no later than September 10, 2018. 6.3.2 Publicly Available Information Information regarding the subject property available on the commercial real estate website www.propertyshark.com (an aggregator of publicly available real estate information) was reviewed to identify pertinent information. No indication of environmental issues was identified. Copies of publicly available information are included in Appendix H. P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 21 7.0 SITE RECONNAISSANCE 7.1 Methodology and Limiting Conditions Mr. Thomas Melia of PWGC performed the site inspection on Wednesday August 8, 2018. Weather conditions during the inspection were partly cloudy with a temperature of approximately 80° Fahrenheit. The site inspection consisted of an inspection of the interior portions of the existing buildings, followed by inspection of the exterior portions of the property. The exterior portion of the site was inspected via walking the property perimeter, followed by a walkthrough of the central portion of the property to the extent possible; inspection of the northern exterior portion of the property was limited by heavy undergrowth throughout the site. 7.2 Aboveground Storage Tanks (AST) PWGC identified two ASTs in the basement of the residential dwelling. Both ASTs were 275-gallon capacity, and appeared to be empty. The ASTs appeared to be in good condition, with no evidence of leakage or spillage on or around them. 7.3 Underground Storage Tanks (UST) PWGC did not identify evidence of USTs, such as fill ports or vent lines at the site. 7.4 Hazardous and Non-Hazardous Chemical Storage PWGC did not identify chemical storage at the site. 7.5 Waste Generation, Storage, and Disposal PWGC observed evidence of waste generation, storage or disposal consisting of the following: • PWGC observed discarded wastes consisting of empty five-gallon buckets, plastic sheeting, tarps, and a floating dock near the northwest corner of the property. 7.6 Polychlorinated Biphenyls (PCBs) PWGC did not identify potentially PCB containing equipment such as electrical transformers or hydraulic lifts at the site. 7.7 Additional Site Conditions The following is a summary of visual and/or physical observations made by PWGC at the time of the site inspection. Photographs of pertinent observations are included in Appendix A. P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 22 Table 7-1 - Additional Site Conditions Condition Identified Interior drains, trenches or sumps. No Interior stains or corrosion No Unusual odors No Interior pools of liquid No Stained Soils or Pavement No Stressed Vegetation No Indications of solid waste disposal No Exterior ponds, pits, or lagoons No Wastewater or storm water discharge/disposal No Oil water separators/clarifiers No Septic Systems/Cesspools Yes1 Wells (Drinking water, monitoring wells, agricultural/ irrigation wells, or process water wells) Yes2 Petroleum or natural gas pipelines or easements No Other No 1 – the site is serviced by an onsite sanitary system. A sanitary vent was observed near the southeast corner of the residential dwelling. No sinks or other plumbing/drainage was observed in the other buildings at the site. 2 – although not observed during site reconnaissance, there is reportedly a water well present on the southeastern portion of the property. Additionally, historic records (see Section 4.2) indicate that there was a well located inside one of the currently existing sheds present at the site. 7.8 Neighboring Properties PWGC performed a cursory inspection of the neighboring properties from the subject site and public right of ways. The neighboring properties are used for residential and commercial purposes. Potential environmental concerns observed at neighboring properties included: • The property located adjacent to the western boundary of the subject site is currently used as a boat storage and maintenance yard. P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 23 8.0 INTERVIEWS 8.1 Current Owner/Occupant PWGC interviewed Jonathan Tibett, the current property owner via the Owner Questionnaire (included in Appendix F). Mr. Tibett did not have knowledge of environmental issues at the site. Information provided by Mr. Tibett has been incorporated into this report where appropriate. PWGC interviewed Roemer, the current residential tenant, during site reconnaissance. Roemer did not have knowledge of environmental issues at the site. Information provided by Roemer has been incorporated into this report where appropriate. 8.2 Previous Environmental Reports PWGC was not provided copies of previous environmental reports for the site. 8.3 Local Government Officials Freedom of Information Act (FOIA) requests were sent to the United States Environmental Protection Agency, Region 2 (USEPA), the New York State Department of Environmental Conservation, Region 1 (NYSDEC), and the Suffolk County Department of Health (SCDHS). Based upon the site history, interviews with government officials to obtain additional information are not warranted at this time. P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 24 9.0 CONDITIONS OUTSIDE THE SCOPE OF ASTM 1527-13 9.1 Wetland Delineation Based on review of the EDR Radius Map Report, which includes State and Federal wetlands, it appears that State or Federal wetlands are not present on the subject property. Based on review of the NYSDEC Environmental Resources Mapper, the site does not appear to be located within a wetlands checkzone. 9.2 Radon Risk Evaluation Radon is a colorless, radioactive; inert gas formed by the decay of radium and may be present in soils and rocks containing granite, shale, phosphate and pitchblende. The USEPA's “Map of Radon Zones for New York State”, September 1993 indicates that Suffolk County is not a radon risk area. The EDR report provides information from the New York State Department of Health radon survey which indicates that the average result for sites tested in Suffolk County is 0.670 Pico curies per liter (pCi/L) in the living area, which is below the USEPA radon action level of 4 pCi/L, and 100% of sites tested in Suffolk County were below the action level of 4 pCi/L in the living area. 9.3 Asbestos PWGC did not identify evidence of potential asbestos containing material (ACM) at the site. However, based on the apparent age of the buildings, it is possible that ACM is present. An inspection of suspected ACM should be conducted at the subject property prior to renovation or demolition, per federal, state and local regulations. 9.4 Lead-Based Paint (LBP) PWGC did not identify evidence of potential lead-based paint at the site. However, based on the apparent age of the building, it is possible that lead based paint is present. 9.5 Mold PWGC did not visually observe significant sources of mold at the site during site reconnaissance. P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 25 10.0 FINDINGS AND OPINIONS Based upon reconnaissance of the subject and surrounding properties, interviews and review of historical records and regulatory agency databases, the following potential RECs have been identified: Onsite • Historic long term agricultural usage. • Presence of ASTs at the subject property. • Evidence of onsite waste dumping. • Onsite sanitary system. Offsite • Adjacent properties to the south and southwest historically used as a gasoline station and auto repair shop. • Adjacent properties to the north, east and west historically used for agricultural purposes. • Adjacent property to the west historically and currently used as a boat storage yard. Potential RECs identified at the subject property were evaluated to determine whether items initially suspected to be RECs are in fact RECs. Evaluation of potential RECs are as follows: • The subject property and several adjacent properties have historically been used for agricultural purposes from the 1920s through the 1980s (subject site) and 2000s (surrounding properties). Historic usage for agricultural purposes is likely to be associated with the application of pesticides and herbicides at the site. During the period of time the subject site and surrounding properties were used for agricultural purposes, pesticides used may have included now-banned chemicals (such as DDT), or metals-based compounds (such as lead arsenate). Such compounds may have been applied directly at the subject property, and/or may have migrated to the subject property from adjacent properties via surficial storm runoff or wind deposition. Compounds such as these, particularly metals-based compounds, tend to be immobile in the environment and remain in soil long after their application ceases. Based on this, PWGC believes that the site and surrounding area’s historical usage for agricultural purposes represents a REC. • Two 275-gallon ASTs are present at the site. Both tanks appear to be out of service (building is currently heated with natural gas) and empty. The tanks appeared to be in good condition, and no evidence of spillage or leakage was observed on or around the tanks. Based on this information, PWGC does not believe the ASTs represent a REC. P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 26 • Small piles of trash and debris, along with a floating dock were present on the northwestern portion of the site. The piles of trash appeared to include empty five-gallon buckets, tarps, and plastic sheeting. The source of the material could not be determined. Such dumping represents evidence of a potential past release of a hazardous substance and/or petroleum product to the environment. Based on this, PWGC believes that improper waste disposal at the site represents a REC. • An onsite sanitary system is present at the site. The system appears to be located beneath the southeastern portion of the property. An onsite sanitary system can act as a conduit for discharges of hazardous substances and/or petroleum products to impact the subsurface. However, based on the residential usage of the site, the likelihood of such discharges appears to be low. As such, PWGC does not believe that the onsite sanitary system represents a REC. • Adjacent properties to the south and southwest appear to have been used as a gasoline station (approx. 1960s to 1980s) and auto repair shop (approx. 1920s to 1970s). Historic Sanborn maps show at least three gasoline USTs present at the site to the southwest. No USTs are shown at the site to the south; however, based on its listing as a filling station, it can be presumed that USTs were likely present. These sites are not listed as a PBS sites, spill sites, or in other Federal or State environmental databases. Although these sites are located in close proximity to the subject site, they appear to be located hydraulically downgradient of the subject property with respect to groundwater flow. Based on hydrogeologic conditions, impact to groundwater or soil vapor associated with the historic usage of these sites would likely be migrating away from the subject property. As such, PWGC does not believe that these sites represent a REC with respect to the subject property. • The adjacent property to the west of the subject property has been used as a boat storage yard from the 1970s through the present. Such usage is typically associated with the storage and use of hazardous substances and/or petroleum products as well as metals impact related to antifouling paint chips generated during boat cleaning/repainting, and sacrificial anodes being removed from boats in the outdoor boat storage areas. Poor housekeeping or unreported spills of such substances have the potential to have impacted the subject site, either through direct discharge at the property boundary or via migration by surficial storm runoff. Based on this information, PWGC believes that the usage of the adjacent site represents a REC with respect to the subject property. P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 27 11.0 CONCLUSIONS AND RECOMMENDATIONS PWGC has performed a Phase I ESA in conformance with the scope and limitations of ASTM Practice E1527-13 for the subject property. There were no exceptions to, or deletions from, this practice except as noted in Section 12.0 of this report. PWGC evaluated the findings associated with the subject property and identified three RECs and no HECs or CRECs with respect to the subject property. Based on the identified RECs, PWGC recommends a Phase II ESA be performed at the site. The Phase II ESA should include: • Evaluation of potential pesticide and metals impact to shallow soils throughout the site. • Evaluation of soil quality at the waste disposal area on the northwest corner of the site, as well as any additional areas that were not visible during site reconnaissance due to the presence of heavy undergrowth. • Evaluation of soil quality in along the western property boundary near the adjacent boatyard. Although not a part of the ASTM E1527-13 scope, the following additional site concerns must be considered: • Based on the apparent age of the buildings at the site, it is possible that ACM and/or lead-based paint are present within the structures. PWGC recommends that, prior to demolition or renovation of the buildings, a proper asbestos and/or lead survey be performed, and identified ACM and/or lead based paint be properly abated. • Although the onsite sanitary system was not identified as a REC, in the event that the system will be closed as part of redevelopment, SCDHS will likely require that the system be characterized and remediated (if necessary) prior to closure. • Although the two ASTs at the site were not identified as a REC, as they are no longer in use, PWGC recommends that they be properly closed/removed. P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 28 12.0 DEVIATIONS This Phase I ESA was conducted in accordance with the scope and limitations of the ASTM Standard E 1527-13 (Standard Practices for Environmental Site Assessment: Phase I Environmental Site Assessment Process) and 40 CFR Part 312 (Standards and Practices for All Appropriate Inquiry; Final Rule). Excluding data gaps identified in Section 2.8 and additional services outlined in Section 9.0, there were no deviations or deletions from this practice. P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 29 13.0 REFERENCES All Appropriate Inquiry, Final Rule, 40 CFR Part 312. Standard practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process, ASTM Standard E 1527-13. P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 30 14.0 SIGNATURE OF ENVIRONMENTAL PROFESSIONAL I declare that, to the best of my professional knowledge and belief, I meet the definition of Environmental Professional as defined in Section 312.10 of 40 CFR 312. I have the specific qualifications based on education, training and experience to assess a property of the nature, history and setting of the subject property. I have developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR 312. Thomas Melia, PG Sr. Project Manager Report Completion Date: August 24, 2018 P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA FIGURES Document Path: W:\Projects\A-D\AVG\1803\mapfiles\FIG01_SiteLocation_AVG1803.mxd 56655 Route 25Southold, NY SITE LOCATION Project: Designed by: Approved by: Drawn by: Figure No: Date: AVG1803 TM PH TM 1 8/6/2018 ^ 0 ¼½¾1Miles SUBJECT SITE ¯ R o u t e 2 5 R o a d B B oiss e a u A v e n u e DRAWING PREPARED FOR: UNAUTHORIZED ALTERATION OR ADDITION TO THISDRAWING AND RELATED DOCUMENTS IS A VIOLATIONOF SEC. 7209 OF THE N.Y.S. EDUCATION LAW DRAWING INFORMATION: FIGURE NO: REVISION DATE INITIAL COMMENTS Project:Designed by: Approved by: Drawn by:Date: Scale: AVG1803 TM PH TM 8/22/2018 AS SHOWN Document Path: W:\Projects\A-D\AVG\1803\mapfiles\FIG02_SitePlan_AVG1803.mxd 2 ¯ SITE PLAN 0 160 320 480 640Feet 56655 Route 25Southhold, NY 11971 Building Footprint Site Boundary Lot Boundaries Residential Residential Residential Furniture Store7-11 Hair Salon Florist Boat Yard Vacant Residential Building Shed Shed Shed Garage Approx. Waste Dumping Area P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA APPENDIX A SITE PHOTOGRAPHS Residential Building Exterior Residential Building Exterior (sanitary vent) Residential Building Interior Residential Building Interior Residential Building Interior Residential Building Interior Gas Fired Heating System Gas Fired Hot Water Heater Natural Gas Meter Out of Service AST Out of Service AST Residential Building Basement Garage Exterior Garage Interior Shed Exterior Shed Interior Shed Exterior Shed Interior Shed Exterior Shed Interior Waste Disposal Area on Northwestern Portion of Property Waste Disposal Area on Northwestern Portion of Property Property Exterior Property Exterior Property Exterior Property Exterior Property Exterior Property Exterior Western Property Boundary (Adjacent Boat Yard) Adjacent Properties to the North Adjacent Properties to the South Adjacent Property to the South Adjacent Properties to the West Adjacent Properties to the West Adjacent Properties to the West Adjacent Properties to the West Adjacent Properties to the East Adjacent Properties to the East P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA APPENDIX B SANBORN MAPS Certified Sanborn® Map Report Inquiry Number: 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com The Enclaves 56655 Route 25 Southold, NY 11971 August 01, 2018 5379439.3 Certified Sanborn® Map Report Certified Sanborn Results: Disclaimer - Copyright and Trademark Notice 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. page- The Sanborn Library includes more than 1.2 million fire insurance maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow and others which track historical property usage in approximately 12,000 American cities and towns. Collections searched: Library of Congress University Publications of America EDR Private Collection The Sanborn Library LLC Since 1866™ Limited Permission To Make Copies Sanborn® Library search results Contact:EDR Inquiry # Site Name: Client Name: Certification # PO # Project 1965 1947 1929 1920 08/01/18 56655 Route 25 The Enclaves P.W. Grosser Consulting 630 Johnson Ave Southold, NY 11971 5379439.3 Bohemia, NY 11550 Thomas Melia The Sanborn Library has been searched by EDR and maps covering the target property location as provided by P.W. Grosser Consulting were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn. The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated. 8964-4EAB-8880 NA Maps Provided: AVG1803 Certification #: 8964-4EAB-8880 P.W. Grosser Consulting (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request. 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 2018 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. 5379439 3 2 page- Sanborn Sheet Key This Certified Sanborn Map Report is based upon the following Sanborn Fire Insurance map sheets. 1965 Source Sheets 1965 Volume 1, Sheet 13 1965 Volume 1, Sheet Keymap/Sheet1 1947 Source Sheets 1947 Volume 1, Sheet Keymap/Sheet1 1947 Volume 1, Sheet Keymap/Sheet1 1947 Volume 1, Sheet 13 1929 Source Sheets 1929 Volume 1, Sheet Keymap/Sheet1 1929 Volume 1, Sheet 13 1920 Source Sheets 1920 Volume 1, Sheet 8 5379439 3 3 This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection.0 Feet150 300 600 - page Certified Sanborn® Map Site Name: Address: City, ST, ZIP: Client:P.W. Grosser Consulting EDR Inquiry:5379439.3 Order Date:08/01/2018 Certification #8964-4EAB-8880 89 6 4 - 4 E A B - 8 8 8 0 Copyright The Enclaves 56655 Route 25 Southold, NY 11971 1965 1965 Volume 1, Sheet Keymap/Sheet1 Volume 1, Sheet 13 5379439 3 4 This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection.0 Feet150 300 600 - page Certified Sanborn® Map Site Name: Address: City, ST, ZIP: Client:P.W. Grosser Consulting EDR Inquiry:5379439.3 Order Date:08/01/2018 Certification #8964-4EAB-8880 89 6 4 - 4 E A B - 8 8 8 0 Copyright The Enclaves 56655 Route 25 Southold, NY 11971 1947 1947 Volume 1, Sheet 13 Volume 1, Sheet Keymap/Sheet1 Volume 1, Sheet Keymap/Sheet1 5379439 3 5 This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection.0 Feet150 300 600 - page Certified Sanborn® Map Site Name: Address: City, ST, ZIP: Client:P.W. Grosser Consulting EDR Inquiry:5379439.3 Order Date:08/01/2018 Certification #8964-4EAB-8880 89 6 4 - 4 E A B - 8 8 8 0 Copyright The Enclaves 56655 Route 25 Southold, NY 11971 1929 1929 Volume 1, Sheet 13 Volume 1, Sheet Keymap/Sheet1 5379439 3 6 This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection.0 Feet150 300 600 - page Certified Sanborn® Map Site Name: Address: City, ST, ZIP: Client:P.W. Grosser Consulting EDR Inquiry:5379439.3 Order Date:08/01/2018 Certification #8964-4EAB-8880 89 6 4 - 4 E A B - 8 8 8 0 Copyright The Enclaves 56655 Route 25 Southold, NY 11971 1920 1920 Volume 1, Sheet 8 5379439 3 7 P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA APPENDIX C TOPOGRAPHIC MAPS EDR Historical Topo Map Report Inquiry Number: 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com with QuadMatch™ The Enclaves 56655 Route 25 Southold, NY 11971 August 01, 2018 5379439.4 EDR Historical Topo Map Report EDR Inquiry # Search Results: P.O.# Project: Maps Provided: Disclaimer - Copyright and Trademark Notice 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. page- Coordinates: Latitude: Longitude: UTM Zone: UTM X Meters: UTM Y Meters: Elevation: Contact: Site Name: Client Name: 2013 1956 1947 1904 08/01/18 The Enclaves P.W. Grosser Consulting 56655 Route 25 630 Johnson Ave Southold, NY 11971 Bohemia, NY 11550 5379439.4 Thomas Melia EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by P.W. Grosser Consulting were identified for the years listed below. EDR’s Historical Topo Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the late 1800s. NA 41.068529 41° 4' 7" North AVG1803 -72.420027 -72° 25' 12" West Zone 18 North 716764.95 4549571.85 29.00' above sea level 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 2018 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. 5379439 4 2 page Topo Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets. - 2013 Source Sheets 2013 Southold 7.5-minute, 24000 1956 Source Sheets 1956 Southold 7.5-minute, 24000 Aerial Photo Revised 1954 1947 Source Sheets 1947 Southold 7.5-minute, 24000 Aerial Photo Revised 1942 1904 Source Sheets 1904 Shelter Island 15-minute, 62500 5379439 4 3 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 2013 0 Miles 0.25 0.5 1 1.5 The Enclaves 56655 Route 25 Southold, NY 11971 P.W. Grosser Consulting TP, Southold, 2013, 7.5-minute 5379439 4 4 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1956 0 Miles 0.25 0.5 1 1.5 The Enclaves 56655 Route 25 Southold, NY 11971 P.W. Grosser Consulting TP, Southold, 1956, 7.5-minute 5379439 4 5 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1947 0 Miles 0.25 0.5 1 1.5 The Enclaves 56655 Route 25 Southold, NY 11971 P.W. Grosser Consulting TP, Southold, 1947, 7.5-minute 5379439 4 6 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1904 0 Miles 0.25 0.5 1 1.5 The Enclaves 56655 Route 25 Southold, NY 11971 P.W. Grosser Consulting TP, Shelter Island, 1904, 15-minute 5379439 4 7 P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA APPENDIX D AERIAL PHOTOS The EDR Aerial Photo Decade Package The Enclaves 56655 Route 25 Southold, NY 11971 Inquiry Number: August 01, 2018 5379439.8 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com 2017 1"=500'Flight Year: 2017 USDA/NAIP 2013 1"=500'Flight Year: 2013 USDA/NAIP 2009 1"=500'Flight Year: 2009 USDA/NAIP 2006 1"=500'Flight Year: 2006 USDA/NAIP 1994 1"=500'Acquisition Date: April 08, 1994 USGS/DOQQ 1985 1"=500'Flight Date: March 25, 1985 USDA 1980 1"=500'Flight Date: September 08, 1980 USDA 1976 1"=500'Flight Date: April 06, 1976 Aero 1970 1"=500'Flight Date: May 30, 1970 USDA 1962 1"=500'Flight Date: March 16, 1962 EDR Proprietary Aerial Viewpoint 1960 1"=500'Flight Date: October 19, 1960 USDA 1957 1"=500'Flight Date: June 10, 1957 USGS 1954 1"=500'Flight Date: March 02, 1954 USGS 1947 1"=500'Flight Date: September 27, 1947 USDA 1940 1"=500'Flight Date: August 01, 1940 USDA 1938 1"=500'Flight Date: August 03, 1938 USDA EDR Aerial Photo Decade Package 08/01/18 The Enclaves Site Name:Client Name: P.W. Grosser Consulting 56655 Route 25 630 Johnson Ave Southold, NY 11971 Bohemia, NY 11550 EDR Inquiry #5379439.8 Contact:Thomas Melia Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade. Search Results: Year Scale Details Source When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive. 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 2018 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. 5379439 8-page 2 5379439.8 2017 = 500' 5379439.8 2013 = 500' 5379439.8 2009 = 500' 5379439.8 2006 = 500' 5379439.8 1994 = 500' 5379439.8 1985 = 500' 5379439.8 1980 = 500' 5379439.8 1976 = 500' 5379439.8 1970 = 500' 5379439.8 1962 = 500' 5379439.8 1960 = 500' 5379439.8 1957 = 500' 5379439.8 1954 = 500' 5379439.8 1947 = 500' 5379439.8 1940 = 500' 5379439.8 1938 = 500' P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA APPENDIX E CITY DIRECTORY ABSTRACT The Enclaves 56655 Route 25 Southold, NY 11971 Inquiry Number: 5379439.5 August 02, 2018 The EDR-City Directory Image Report 6 Armstrong Road Shelton, CT 06484 800.352.0050 www.edrnet.comEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources Inc TABLE OF CONTENTS SECTION Executive Summary Findings City Directory Images 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 OR 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 orforecast 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 2017 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. EXECUTIVE SUMMARY DESCRIPTION Environmental Data Resources, Inc.’s (EDR) City Directory Report is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s City Directory Report includes a search of available city directory data at 5 year intervals. RECORD SOURCES EDR's Digital Archive combines historical directory listings from sources such as Cole Information and Dun & Bradstreet. These standard sources of property information complement and enhance each other to provide a more comprehensive report. EDR is licensed to reproduce certain City Directory works by the copyright holders of those works. The purchaser of this EDR City Directory Report may include it in report(s) delivered to a customer. Reproduction of City Directories without permission of the publisher or licensed vendor may be a violation of copyright. RESEARCH SUMMARY The following research sources were consulted in the preparation of this report. A check mark indicates where information was identified in the source and provided in this report. Year Target Street Cross Street Source 2014 þ þ EDR Digital Archive 2010 þ þ EDR Digital Archive 2005 þ þ EDR Digital Archive 2000 þ þ EDR Digital Archive 1995 þ þ EDR Digital Archive 1992 þ þ EDR Digital Archive 1987 ¨þ Cole Criss-Cross Directory 1982 ¨þ Cole Criss-Cross Directory 1976 ¨þ Cole Criss-Cross Directory 1971 ¨þ Cole Criss-Cross Directory 5379439-5 Page 1 FINDINGS TARGET PROPERTY STREET 56655 Route 25 Southold, NY 11971 Year CD Image Source STHY 25 2014 pg A2 EDR Digital Archive 2010 pg A4 EDR Digital Archive 2005 pg A6 EDR Digital Archive 2000 pg A8 EDR Digital Archive 1995 pg A10 EDR Digital Archive 1992 pg A12 EDR Digital Archive 1987 -Cole Criss-Cross Directory Target and Adjoining not listed in Source 1982 -Cole Criss-Cross Directory Target and Adjoining not listed in Source 1976 -Cole Criss-Cross Directory Target and Adjoining not listed in Source 1971 -Cole Criss-Cross Directory Target and Adjoining not listed in Source 5379439-5 Page 2 FINDINGS CROSS STREETS Year CD Image Source MAIN RD 2014 pg. A1 EDR Digital Archive 2010 pg. A3 EDR Digital Archive 2005 pg. A5 EDR Digital Archive 2000 pg. A7 EDR Digital Archive 1995 pg. A9 EDR Digital Archive 1992 pg. A11 EDR Digital Archive 1987 pg. A13 Cole Criss-Cross Directory 1982 pg. A14 Cole Criss-Cross Directory 1976 pg. A15 Cole Criss-Cross Directory 1971 pg. A16 Cole Criss-Cross Directory 5379439-5 Page 3 City Directory Images - MAIN RD EDR Digital Archive 5379439.5 Page: A1 SourceTarget Street Cross Street 2014 55500 RUSSELL RESTAURANT CORP 55795 NOFOHG INC 55980 MULLEN MOTORS INC 56475 IVY LEAVE FLOWERS 56480 7 ELEVEN INC 56850 ROBINSON DAVID E 56995 SCAROLA VINEYARDS INC 57125 TOWN & COUNTRY REAL ESTATE 57190 DR SANDRA PERRY P C 57225 NORTH FORK TABLE LLC 57685 GYPSY MANOR FARM - STHY 25 EDR Digital Archive 5379439.5 Page: A2 SourceTarget Street Cross Street 2014 55500 SOUNDERS TAVERN 55560 POLYWODA BEVERAGE CORP 55575 SOUTHOLD WAYSIDE MARKET LTD 55700 GRATEFUL DELI 55765 GRACE & GRIT EVENTS SOUTHOLD FLOOR COVERING INC 55905 SOUTHOLD OPTICIANS PC 56025 TAILORED MAIL 56125 CACI NORTH FORK 56215 GIVING ROOM 56340 CORNER CONFECTIONERY 56475 IVY LEAGUE FLOWER & GIFTS SALONE DEI CAPELLIS 56600 HAMPTON HEARTH SHOPPE INC 56755 V M S PLANNING SERVICES 57128 TILLINGHAST TOM INC 57190 BERRY CHRISTINA MS OTR L CLT L 57856 BREYGENT MARKETING INC - MAIN RD EDR Digital Archive 5379439.5 Page: A3 SourceTarget Street Cross Street 2010 55500 RUSSELL RESTAURANT CORP 55980 MULLEN MOTORS INC 56025 LA CASCADA INC 56475 IVY LEAVE FLOWERS 56480 7 ELEVEN INC 56600 HAMPTON HEARTH SHOPPE INC 56850 56850 MAIN ROAD CORP ROBINSON DAVID E 56863 DJLESS INC 56995 SCAROLA VINEYARDS INC 57125 TOWN & COUNTRY REAL ESTATE 57190 DR SANDRA PERRY P C 57225 NORTH FORK TABLE LLC - STHY 25 EDR Digital Archive 5379439.5 Page: A4 SourceTarget Street Cross Street 2010 55500 SOUNDERS TAVERN 55560 POLYWODA BEVERAGE CORP 55700 GRATEFUL DELI SHELLEYS PLACE 55765 SOUTHOLD FLOOR COVERING INC 55905 SOUTHOLD OPTICIANS PC 56025 TAILORED MAIL 56215 GIVING ROOM 56340 CORNER CONFECTIONERY COUNTRY CLIPPER THE INC 56475 IVY LEAGUE FLOWER & GIFTS SALONE DEI CAPELLIS 56755 V M S PLANNING SERVICES 57190 BERRY CHRISTINA MS OTR L CLT L - MAIN RD EDR Digital Archive 5379439.5 Page: A5 SourceTarget Street Cross Street 2005 55500 J M H DINING CORP 55765 THOMPSONS EMPORIUM INC 56215 NATURAL CHOICE 56340 CARRIAGE HOUSE GIFT SHOPPE 56475 EAST END CPNN CR & SPPRT SVCS IVY LEAVE FLOWERS 56480 7-ELEVEN INC 56600 HAMPTON HEARTH SHOPPE INC PERIWINKLE FURNITURE LLC 56850 56850 MAIN ROAD CORP ROBINSON DAVID E 57020 KML COUNTRY ASSOC LLC 57190 DR PERRY SANDRA P C 57225 AYIOS GEORGHIOS INC COEUR DES VIGNES 57555 STRITTMATTER JOSEPH HOME IMPRV - STHY 25 EDR Digital Archive 5379439.5 Page: A6 SourceTarget Street Cross Street 2005 55500 JOANTHONYS RESTAURANT MHJ INC 55560 POLYWODA BEVERAGE CORP 55700 GRATEFUL DELI 55750 JUBILEE OUTLET 55905 SOUTHOLD OPTICIANS PC 56215 EARTH TONES 56340 COUNTRY CLIPPER THE INC LONG ISLAND PODIATRY PC 56475 IVY LEAGUE FLOWER & GIFTS SALONE DEI CAPELLIS 57225 COEUR DES VIGNES FRENCH REST 57856 BREYER T UNIQUE INC - MAIN RD EDR Digital Archive 5379439.5 Page: A7 SourceTarget Street Cross Street 2000 55500 J M H DINING CORP 55765 THOMPSONS EMPORIUM INC 55905 SOUTHOLD OPTICIANS PC 56025 PASTIMES ANTIQUES 56340 CARRIAGE HOUSE GIFT SHOPPE 56475 EAST END CPNN CR & SPPRT SVCS HEALTH MASSAGE INC IVY LEAVE FLOWERS 56815 LA FAMIGLIA PRODUCTIONS INC 56850 ROBINSON DAVID E 57225 COEUR DES VIGNES - STHY 25 EDR Digital Archive 5379439.5 Page: A8 SourceTarget Street Cross Street 2000 55415 VALEZ DIANA A HANDWOVEN GMTS 55500 JOANTHONYS RESTAURANT 55700 ROPING ROYS WESTERN STEAK HOU 55750 JUBILEE OUTLET 56215 EARTH TONES 56340 MORIZZO KITCHEN AND BATH INC 56475 IVY LEAGUE FLOWER & GIFTS - MAIN RD EDR Digital Archive 5379439.5 Page: A9 SourceTarget Street Cross Street 1995 55415 PEARSON NANCY C 55476 JOANTHONYS INC 55560 SOUTHOLD BEVERAGE CORP 55765 THOMPSONS EMPORIUM INC 55905 SOUTHOLD OPTICIANS PC THOMPSONS SPORTSWEAR EMPRM IN 56340 EAST END COMMUNITY SERVICES HEALTH SERIVCES AT HOME INC 56475 EAST END HOSPICE 56480 DUNN MARILYN 56600 HUTTER J & I 56850 COWLEY LISA B DC ROBINSON DAVID E 57225 LAUBERGE DE LA GAZELLE LTD - STHY 25 EDR Digital Archive 5379439.5 Page: A10 SourceTarget Street Cross Street 1995 56215 MORIZZO RON BUILDER INC - MAIN RD EDR Digital Archive 5379439.5 Page: A11 SourceTarget Street Cross Street 1992 55476 JOANTHONYS INC 55560 SOUTHOLD BEVERAGE CORP 55765 THOMPSONS EMPORIUM INC 55905 SOUTHOLD OPTICIANS PC 56215 SEAMAN BOAT WORKS 56340 EAST END COMMUNITY SERVICES 56475 LO STACK INTERIORS 56480 DUNN MARILYN 56600 HUTTER J & I 56850 HALL RICHARD A DC 57125 BERT LEWIS REALTOR 57225 LAUBERGE DE LA GAZELLE LTD - STHY 25 EDR Digital Archive 5379439.5 Page: A12 SourceTarget Street Cross Street 1992 56215 MORIZZO RON BUILDER INC - MAIN RD Cole Criss-Cross Directory 5379439.5 Page: A13 SourceTarget Street Cross Street 1987 - MAIN RD Cole Criss-Cross Directory 5379439.5 Page: A14 SourceTarget Street Cross Street 1982 - MAIN RD Cole Criss-Cross Directory 5379439.5 Page: A15 SourceTarget Street Cross Street 1976 - MAIN RD Cole Criss-Cross Directory 5379439.5 Page: A16 SourceTarget Street Cross Street 1971 P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA APPENDIX F SITE QUESTIONNAIRE AND RELEVANT DOCUMENTS P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT Peer Reviewed Member P.W. GROSSER CONSULTING Owner Questionnaire P.W. Grosser Consulting Inc. (PWGC) has been contracted to perform a Phase I Environmental Site Assessment (ESA) of the property listed below. The Phase I investigation will include site observations, interviews, and review of available documentation. To ensure the success of the assessment, and in accordance with the ASTM 1527-13, we are required to ask the following question of the owner or opener’s representative. If you could please complete this questionnaire and return it via email within one business day of receipt it will allow us to complete the Phase I ESA in a timely and efficient manner. Date: Name of person completing questionnaire: Company: Length of association with property: Phone #: Property Name/Address: PWGC Project #: Please Check One: [ ] Owner [ ] Owner Representative Directions: Please read and answer all questions very carefully, to the best of your knowledge and in good faith. Mark the column corresponding to the appropriate response. Supplemental details necessary to explain any yes or unknown responses should be provided in the “Comments” column. Note: U/NR indicates “Unknown” or “No Response,” and “N/A” indicates not applicable. If “Comment” box proves too small to fit your comment please attach an additional form with your full response. Question Y N U/NR Comment 1 Are you aware of any pending, threatened, or past litigation relevant to hazardous substances or petroleum products in, on, or from the property? 2 Are you aware of any pending, threatened, or past administrative proceedings relevant to hazardous substances or petroleum products in, on or from the property? 3 Are you aware of any notices from any governmental entity regarding any possible violation of environmental laws or possible liability relating to hazardous substances or petroleum products? 4 Are you aware of any environmental cleanup liens against the property that are filed or recorded under federal, tribal, state or local law? 5 Are you aware of any Activity and Use Limitations, such as engineering controls, land use restrictions or institutional controls that are in place at the site and/or have been filed or recorded in a registry under federal, tribal, state or local law? P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 2 6 Are you aware of commonly known or reasonably ascertainable information about the property that would help the environmental professional to identify conditions indicative of releases or threatened releases? For example, as user: 6(a) Do you know past uses of the property? 6(b) Do you know of specific chemicals that are present or once were present at the property? 6(c) Do you know of any spills or other chemical releases that have taken place at the property? 6(d) Do you know of any environmental cleanups that have taken place at the site? In addition, are you aware of any of the following documents, and if so, please forward copies of the document(s) to P.W. Grosser Consulting at 630 Johnson Ave, Ste 7, Bohemia, NY 11716-2618 (along with a copy of this form): Helpful Documents to be forwarded to PWGC: Environmental site assessment reports (i.e. Phase I or II, tank testing results, radon, lead paint, or asbestos testing, etc.) Environmental compliance audit reports; risk assessments; and recorded Activity and Use Limitations (AULs) Environmental permits (i.e. solid waste disposal, hazardous waste disposal, wastewater, NPDES, etc.) Registrations for underground storage tanks (USTs) and aboveground storage tanks (ASTs) Registrations for underground injection systems Material safety data sheets Community right to know plan Safety plans; preparedness and prevention plans; spill prevention, countermeasure/control plans, etc. Reports regarding hydrogeological or geotechnical conditions on the property and surrounding area Notices/correspondence from any agency relating to past or current violations of environmental laws, or liens encumbering the property Hazardous waste generator notices or reports Other: P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA APPENDIX G EDR RADIUS MAP REPORT FORM-LBC-KKT ®kcehCoeG htiw tropeR ™paM suidaR RDE ehT metsyS ®kcehCdleiF RDE eht gnisu deraperP 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com The Enclaves 56655 Route 25 Southold, NY 11971 Inquiry Number: 5379439.2s August 01, 2018 SECTION PAGE Executive Summary ES1 Overview Map 2 Detail Map 3 Map Findings Summary4 Map Findings 8 Orphan Summary 31 Government Records Searched/Data Currency TrackingGR-1 GEOCHECK ADDENDUM Physical Setting Source AddendumA-1 Physical Setting Source SummaryA-2 Physical Setting SSURGO Soil MapA-5 Physical Setting Source MapA-15 Physical Setting Source Map FindingsA-17 Physical Setting Source Records SearchedPSGR-1 TC5379439.2s 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 The EDR FieldCheck System enables EDR’s customers to make certain online modifications to the maps and text contained in® EDR Radius Map Reports. As a result, the maps and text contained in this Report may have been so modified. EDR has not taken any action to verify any such modifications, and this report and the findings set forth herein must be read in light of this fact. The EDR FieldCheck System accesses user-modified records from previously submitted reports. Any user-modified record from a previous report that is plotted outside the search radius of this report may not be included in this report. 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 2018 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 TC5379439.2s EXECUTIVE SUMMARY 1 A search of the environmental records was conducted by Environmental Data Resources, Inc. (EDR). P.W. GROSSER CONSULTING used the EDR FieldCheck System to review and/or revise the results of this search, based on independent data verification by P.W. GROSSER CONSULTING. 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) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS 56655 ROUTE 25 SOUTHOLD, NY 11971 COORDINATES 41.0685290 - 41˚ 4’ 6.70’’Latitude (North): 72.4200270 - 72˚ 25’ 12.09’’Longitude (West): Zone 18Universal Tranverse Mercator: 716770.8UTM X (Meters): 4549360.0UTM Y (Meters): 29 ft. above sea levelElevation: USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY 5935803 SOUTHOLD, NYTarget Property Map: 2013Version Date: AERIAL PHOTOGRAPHY IN THIS REPORT 20150507Portions of Photo from: USDASource: 5379439.2s Page 2 11 CAPITAL ONE BANK54375 MAIN ROADLTANKSLower2035, 0.385, SW 10 WHITE BARN DETAILING700 HUMMEL AVERCRA NonGen / NLR, FINDS, ECHOHigher1061, 0.201, West 9 TAPLIN RESIDENCE1610 BOISSEAU AVELTANKSLower995, 0.188, NW 8 SOUTHOLD (ACETYLENE 370 HOBART ROADSHWSLower800, 0.152, SSW B7 SCWA BOISSEAU AVE860 BOISSEAU AVEUSTLower662, 0.125, WNW 6 UNKNOWN57225 MAIN ROADNY SpillsLower659, 0.125, East B5 ROBERT NORKUS700 BOISSEAU AVEUSTLower531, 0.101, West 4 SOUTHOLD OPTICIAN55905 MAIN RDRCRA NonGen / NLR, FINDS, ECHO, MANIFESTLower439, 0.083, SW A3 MULLEN MOTORS INC55980 RTE 25 MAIN RDUSTLower196, 0.037, South A2 MULLEN MOTORS55980 RTE 25NY SpillsLower196, 0.037, South A1 MULLEN MOTORS INC55980 RTE 25 MAIN RDASTLower196, 0.037, South MAPPED SITES SUMMARY Target Property Address: 56655 ROUTE 25 SOUTHOLD, NY 11971 Click on Map ID to see full detail. MAP RELATIVEDIST (ft. & mi.) IDDATABASE ACRONYMSELEVATIONDIRECTIONSITE NAMEADDRESS EXECUTIVE SUMMARY TC5379439.2s 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 sites were identified in following databases. STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPLNational Priority List Proposed NPLProposed National Priority List Sites NPL LIENSFederal Superfund Liens Federal Delisted NPL site list Delisted NPLNational Priority List Deletions Federal CERCLIS list FEDERAL FACILITYFederal Facility Site Information listing SEMSSuperfund Enterprise Management System Federal CERCLIS NFRAP site list SEMS-ARCHIVESuperfund Enterprise Management System Archive Federal RCRA CORRACTS facilities list CORRACTSCorrective Action Report Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDFRCRA - Treatment, Storage and Disposal Federal RCRA generators list RCRA-LQGRCRA - Large Quantity Generators RCRA-SQGRCRA - Small Quantity Generators RCRA-CESQGRCRA - Conditionally Exempt Small Quantity Generator Federal institutional controls / engineering controls registries LUCISLand Use Control Information System US ENG CONTROLSEngineering Controls Sites List US INST CONTROLSites with Institutional Controls Federal ERNS list ERNSEmergency Response Notification System EXECUTIVE SUMMARY TC5379439.2s EXECUTIVE SUMMARY 4 State and tribal landfill and/or solid waste disposal site lists SWF/LFFacility Register State and tribal leaking storage tank lists INDIAN LUSTLeaking Underground Storage Tanks on Indian Land HIST LTANKSListing of Leaking Storage Tanks State and tribal registered storage tank lists FEMA USTUnderground Storage Tank Listing CBS USTChemical Bulk Storage Database MOSF USTMajor Oil Storage Facilities Database CBSChemical Bulk Storage Site Listing MOSFMajor Oil Storage Facility Site Listing CBS ASTChemical Bulk Storage Database MOSF ASTMajor Oil Storage Facilities Database INDIAN USTUnderground Storage Tanks on Indian Land TANKSStorage Tank Faciliy Listing State and tribal institutional control / engineering control registries RES DECLRestrictive Declarations Listing ENG CONTROLSRegistry of Engineering Controls INST CONTROLRegistry of Institutional Controls State and tribal voluntary cleanup sites INDIAN VCPVoluntary Cleanup Priority Listing VCPVoluntary Cleanup Agreements State and tribal Brownfields sites BROWNFIELDSBrownfields Site List ERPEnvironmental Restoration Program Listing ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDSA Listing of Brownfields Sites Local Lists of Landfill / Solid Waste Disposal Sites SWRCYRegistered Recycling Facility List SWTIRERegistered Waste Tire Storage & Facility List INDIAN ODIReport on the Status of Open Dumps on Indian Lands DEBRIS REGION 9Torres Martinez Reservation Illegal Dump Site Locations ODIOpen Dump Inventory IHS OPEN DUMPSOpen Dumps on Indian Land Local Lists of Hazardous waste / Contaminated Sites US HIST CDLDelisted National Clandestine Laboratory Register EXECUTIVE SUMMARY TC5379439.2s EXECUTIVE SUMMARY 5 DEL SHWSDelisted Registry Sites US CDLNational Clandestine Laboratory Register Local Lists of Registered Storage Tanks HIST USTHistorical Petroleum Bulk Storage Database HIST ASTHistorical Petroleum Bulk Storage Database Local Land Records LIENSSpill Liens Information LIENS 2CERCLA Lien Information Records of Emergency Release Reports HMIRSHazardous Materials Information Reporting System NY Hist SpillsSPILLS Database SPILLS 90SPILLS 90 data from FirstSearch SPILLS 80SPILLS 80 data from FirstSearch Other Ascertainable Records FUDSFormerly Used Defense Sites DODDepartment of Defense Sites SCRD DRYCLEANERSState Coalition for Remediation of Drycleaners Listing US FIN ASSURFinancial Assurance Information EPA WATCH LISTEPA WATCH LIST 2020 COR ACTION2020 Corrective Action Program List TSCAToxic Substances Control Act TRISToxic Chemical Release Inventory System SSTSSection 7 Tracking Systems RODRecords Of Decision RMPRisk Management Plans RAATSRCRA Administrative Action Tracking System PRPPotentially Responsible Parties PADSPCB Activity Database System ICISIntegrated Compliance Information System FTTSFIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) MLTSMaterial Licensing Tracking System COAL ASH DOESteam-Electric Plant Operation Data COAL ASH EPACoal Combustion Residues Surface Impoundments List PCB TRANSFORMERPCB Transformer Registration Database RADINFORadiation Information Database HIST FTTSFIFRA/TSCA Tracking System Administrative Case Listing DOT OPSIncident and Accident Data CONSENTSuperfund (CERCLA) Consent Decrees INDIAN RESERVIndian Reservations FUSRAPFormerly Utilized Sites Remedial Action Program UMTRAUranium Mill Tailings Sites LEAD SMELTERSLead Smelter Sites US AIRSAerometric Information Retrieval System Facility Subsystem US MINESMines Master Index File ABANDONED MINESAbandoned Mines FINDSFacility Index System/Facility Registry System EXECUTIVE SUMMARY TC5379439.2s EXECUTIVE SUMMARY 6 ECHOEnforcement & Compliance History Information UXOUnexploded Ordnance Sites DOCKET HWCHazardous Waste Compliance Docket Listing FUELS PROGRAMEPA Fuels Program Registered Listing AIRSAir Emissions Data COAL ASHCoal Ash Disposal Site Listing DRYCLEANERSRegistered Drycleaners E DESIGNATIONE DESIGNATION SITE LISTING Financial AssuranceFinancial Assurance Information Listing HSWDSHazardous Substance Waste Disposal Site Inventory SPDESState Pollutant Discharge Elimination System VAPOR REOPENEDVapor Intrusion Legacy Site List UICUnderground Injection Control Wells EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGPEDR Proprietary Manufactured Gas Plants EDR Hist AutoEDR Exclusive Historical Auto Stations EDR Hist CleanerEDR Exclusive Historical Cleaners EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA HWSRecovered Government Archive State Hazardous Waste Facilities List RGA LFRecovered Government Archive Solid Waste Facilities List 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: The State Hazardous Waste Sites records are the states’ equivalent to CERCLIS. These sites EXECUTIVE SUMMARY TC5379439.2s EXECUTIVE SUMMARY 7 may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially responsible parties. The data come from the Department of Environmental Conservation’s Inactive Hazardous waste Disposal Sites in New York State. An online review and analysis by P.W. GROSSER CONSULTING of the SHWS list, as provided by EDR, and dated 05/14/2018 has revealed that there is 1 SHWS site within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ _____________________________ SOUTHOLD (ACETYLENE 370 HOBART ROADSSW 1/8 - 1/4 (0.152 mi.)823 Site Code: 386431 State and tribal leaking storage tank lists LTANKS: Leaking Storage Tank Incident Reports. These records contain an inventory of reported leaking storage tank incidents reported from 4/1/86 through the most recent update. They can be either leaking underground storage tanks or leaking aboveground storage tanks. The causes of the incidents are tank test failures, tank failures or tank overfills An online review and analysis by P.W. GROSSER CONSULTING of the LTANKS list, as provided by EDR, and dated 05/14/2018 has revealed that there are 2 LTANKS sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ _____________________________ TAPLIN RESIDENCE 1610 BOISSEAU AVENW 1/8 - 1/4 (0.188 mi.)925 Date Closed: 1994-06-14 Site ID: 110476 Program Number: 9314230 CAPITAL ONE BANK 54375 MAIN ROADSW 1/4 - 1/2 (0.385 mi.)1129 Date Closed: 2012-09-05 Site ID: 441436 Program Number: 1007980 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 Conservation’s Petroleum Bulk Storage (PBS) Database An online review and analysis by P.W. GROSSER CONSULTING of the UST list, as provided by EDR, has revealed that there are 3 UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ _____________________________ MULLEN MOTORS INC 55980 RTE 25 MAIN RDS 0 - 1/8 (0.037 mi.)A311 Database: SUFFOLK CO. UST, Date of Government Version: 03/03/2015 Site Ref#: 04909 Status: ACTIVE EXECUTIVE SUMMARY TC5379439.2s EXECUTIVE SUMMARY 8 Facility ID: 04909 ROBERT NORKUS 700 BOISSEAU AVEW 0 - 1/8 (0.101 mi.)B519 Database: SUFFOLK CO. UST, Date of Government Version: 03/03/2015 Site Ref#: 13423 Facility ID: 13423 SCWA BOISSEAU AVE 860 BOISSEAU AVEWNW 1/8 - 1/4 (0.125 mi.)B721 Database: SUFFOLK CO. UST, Date of Government Version: 03/03/2015 Site Ref#: 15215 Facility ID: 15215 AST: The Aboveground Storage Tank database contains registered ASTs. The data come from the Department of Environmental Conservation’s Petroleum Bulk Storage (PBS) Database. An online review and analysis by P.W. GROSSER CONSULTING of the AST list, as provided by EDR, has revealed that there is 1 AST site within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ _____________________________ MULLEN MOTORS INC 55980 RTE 25 MAIN RDS 0 - 1/8 (0.037 mi.)A18 Database: SUFFOLK CO. AST, Date of Government Version: 03/03/2015 Site Ref#: 04909 Status: ACTIVE Facility Id: 04909 ADDITIONAL ENVIRONMENTAL RECORDS Records of Emergency Release Reports NY Spills: Data collected on spills reported to NYSDEC. is required by one or more of the following: Article 12 of the Navigation Law, 6 NYCRR Section 613.8 (from PBS regs), or 6 NYCRR Section 595.2 (from CBS regs). It includes spills active as of April 1, 1986, as well as spills occurring since this date. An online review and analysis by P.W. GROSSER CONSULTING of the NY Spills list, as provided by EDR, and dated 05/14/2018 has revealed that there are 2 NY Spills sites within approximately 0.125 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ _____________________________ MULLEN MOTORS 55980 RTE 25S 0 - 1/8 (0.037 mi.)A210 Date Closed: 2014-03-26 Spill Number: 1311184 Site ID: 492071 UNKNOWN 57225 MAIN ROADE 0 - 1/8 (0.125 mi.)620 Date Closed: 2011-06-06 Spill Number: 1004920 Site ID: 438211 EXECUTIVE SUMMARY TC5379439.2s EXECUTIVE SUMMARY 9 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. An online review and analysis by P.W. GROSSER CONSULTING of the RCRA NonGen / NLR list, as provided by EDR, and dated 03/01/2018 has revealed that there are 2 RCRA NonGen / NLR sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ _____________________________ WHITE BARN DETAILING 700 HUMMEL AVEW 1/8 - 1/4 (0.201 mi.)1026 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ _____________________________ SOUTHOLD OPTICIAN 55905 MAIN RDSW 0 - 1/8 (0.083 mi.)416 MANIFEST: Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. An online review and analysis by P.W. GROSSER CONSULTING of the MANIFEST list, as provided by EDR, and dated 04/30/2018 has revealed that there is 1 MANIFEST site within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ _____________________________ SOUTHOLD OPTICIAN 55905 MAIN RDSW 0 - 1/8 (0.083 mi.)416 EPA ID: NYD987031283 EXECUTIVE SUMMARY TC5379439.2s EXECUTIVE SUMMARY 10 Due to poor or inadequate address information, the following sites were not mapped. Count: 89 records. Site Name Database(s)____________ ____________ FORT MITCHIE - GREAT GULL ISLAND RCRA-LQG, MANIFEST SUFFOLK CO DPW BIN 3300670 RCRA-LQG, MANIFEST, MANIFEST FREDERICK J MINER DBA MINER GRAPHI RCRA NonGen / NLR, MANIFEST SOUTHOLD DRY CLEANERS INCORPORATED RCRA-CESQG, MANIFEST SUFFOLK COUNTY WATER AUTHORITY RCRA NonGen / NLR, MANIFEST STEVEN J N CHIERCHIE D C RCRA NonGen / NLR, MANIFEST FORT H.G. WRIGHT SHWS BRICK COVE MARINA INC NY Spills, SPDES SOUTHOLD VILLAGE DRY CLEANERS DRYCLEANERS GEORGE WEISA RESIDENCE LTANKS SOUTHOLD FREE LIBRARY UST ST PATRICKS CHURCH UST HENRY J SMITH & SONS PLUMBING UST MULLEN MOTORS INC UST, AST GAS STATION UST SOUND SHORE EXCAVATING UST DAVAL TENTS & PARTY SERVICE UST GEORGE STEPNOSKI ASSOC UST SUFFOLK COUNTY COMM COLLEGE - MARI UST SOUTHOLD GARDEN & SERVICE STATION UST MUDDS VINEYARD LTD UST ETHEL E WORTHS UST JOSEPH M CONWAY UST, AST C L REALTY INC UST EMPIRE S/S UST, AST EMPIRE S/S UST SUFFOLK COUNTY WATER AUTHORITY UST JOHN A SEPENOSKI UST COMMERCIAL BLDG***OOB*** UST COMMERCIAL BLDG UST WALTER & FRANK SAWICKI UST DOROSKI PRODUCE UST DOROSKI NURSERY UST CLARANCE VAIL UST AGWAY SOUTHOLD SITE UST HENRY J SMITH & SONS PLUMBING AST PORT OF EGYPT MARINE INC AST FUTURE SCREW MACHINE PROD AST SOUND SHORE EXCAVATING AST SANG LEE FARMS INC AST SCDPW CORNELL CORP AST PROFESSIONAL OFFICE CENTER AST MUDDS VINEYARD LTD AST SOUTHOLD TOWN DRY CLEANING INC AST FRED LAPPE & SONS AST KENNYS RD PUMP STATION AST EMPIRE S/S AST MIDDLE RD PUMP STATION AST JOHN A SEPENOSKI AST COMMERCIAL BLDG***OOB*** AST SCWA - MAIN BAYVIEW ROAD CAUSTIC T RCRA NonGen / NLR SUNOCO SERVICE STATION RCRA NonGen / NLR PLUM ISLAND ANIMAL DISEASE CENTER NY Spills EMPIRE SERVICE STATION NY Spills SOUTHOLD GT SITE NY Spills UNKNOWN NY Spills MIDDLE ROAD PUMP STATION NY Spills UNKNOWN NY Spills UNKNOWN NY Spills EXECUTIVE SUMMARY TC5379439.2s EXECUTIVE SUMMARY 11 UNKNOWN NY Spills UNKNOWN NY Spills ROADSIDE NY Spills UNKNOWN NY Spills ISABELLA BEACH NY Spills UNKNOWN NY Spills FORMER FORT MICHIE NY Spills GULL POND NY Spills UNKNOWN NY Spills LILCO NY Spills RESIDENCE NY Spills UNKNOWN NY Spills SOUTHOLD BAY NY Spills SCWA- WELL 1 NY Spills UNKNOWN NY Spills SCDPW NY Spills UNK NY Spills PIPES NECK INLET NY Spills UNKNOWN NY Spills UNKNOWN NY Spills UNKNOWN NY Spills UNKNOWN NY Spills INLAND HOMES/WOODHULL NY Spills GREAT POND NY Spills LILCO NY Spills FIORE RESIDENCE NY Spills UNKNOWN NY Spills FOUNDERS LANDING NY Spills FISHERS ISLAND FERRY TERM NY Spills SOUTHOLD LANDFILL ODI 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. 40 4 0 4 0 4 0 40 4 0 4 0 40 40 40 4 0 4 0 4 0 4 0 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. 40 MAP FINDINGS SUMMARY Search TargetDistance Total DatabaseProperty(Miles)< 1/81/8 - 1/41/4 - 1/21/2 - 1> 1Plotted 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 NR NR NR NR TPNPL 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-CESQG 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 CONTROL Federal ERNS list 0 NR NR NR NR NR TPERNS State- and tribal - equivalent CERCLIS 1 NR 0 0 1 0 1.000SHWS State and tribal landfill and/or solid waste disposal site lists 0 NR NR 0 0 0 0.500SWF/LF State and tribal leaking storage tank lists 0 NR NR 0 0 0 0.500INDIAN LUST 2 NR NR 1 1 0 0.500LTANKS 0 NR NR 0 0 0 0.500HIST LTANKS State and tribal registered storage tank lists 0 NR NR NR 0 0 0.250FEMA UST TC5379439.2s Page 4 MAP FINDINGS SUMMARY Search TargetDistance Total DatabaseProperty(Miles)< 1/81/8 - 1/41/4 - 1/21/2 - 1> 1Plotted 3 NR NR NR 1 2 0.250UST 0 NR NR NR 0 0 0.250CBS UST 0 NR NR 0 0 0 0.500MOSF UST 0 NR NR NR 0 0 0.250CBS 0 NR NR 0 0 0 0.500MOSF 1 NR NR NR 0 1 0.250AST 0 NR NR NR 0 0 0.250CBS AST 0 NR NR 0 0 0 0.500MOSF AST 0 NR NR NR 0 0 0.250INDIAN UST 0 NR NR NR 0 0 0.250TANKS State and tribal institutional control / engineering control registries 0 NR NR NR NR 0 0.125RES DECL 0 NR NR 0 0 0 0.500ENG CONTROLS 0 NR NR 0 0 0 0.500INST CONTROL State and tribal voluntary cleanup sites 0 NR NR 0 0 0 0.500INDIAN VCP 0 NR NR 0 0 0 0.500VCP State and tribal Brownfields sites 0 NR NR 0 0 0 0.500BROWNFIELDS 0 NR NR 0 0 0 0.500ERP 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 0.500SWRCY 0 NR NR 0 0 0 0.500SWTIRE 0 NR NR 0 0 0 0.500INDIAN ODI 0 NR NR 0 0 0 0.500DEBRIS REGION 9 0 NR NR 0 0 0 0.500ODI 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 0 0 0 0 1.000DEL SHWS 0 NR NR NR NR NR TPUS CDL Local Lists of Registered Storage Tanks 0 NR NR NR 0 0 0.250HIST UST 0 NR NR NR NR NR TPHIST AST Local Land Records 0 NR NR NR NR NR TPLIENS TC5379439.2s Page 5 MAP FINDINGS SUMMARY Search TargetDistance Total DatabaseProperty(Miles)< 1/81/8 - 1/41/4 - 1/21/2 - 1> 1Plotted 0 NR NR NR NR NR TPLIENS 2 Records of Emergency Release Reports 0 NR NR NR NR NR TPHMIRS 2 NR NR NR NR 2 0.125NY Spills 0 NR NR NR NR 0 0.125NY Hist Spills 0 NR NR NR NR 0 0.125SPILLS 90 0 NR NR NR NR 0 0.125SPILLS 80 Other Ascertainable Records 2 NR NR NR 1 1 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 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 NR NR NR NR TPECHO 0 NR 0 0 0 0 1.000UXO 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 0 0 0 0.500COAL ASH 0 NR NR NR 0 0 0.250DRYCLEANERS 0 NR NR NR NR 0 0.125E DESIGNATION TC5379439.2s Page 6 MAP FINDINGS SUMMARY Search TargetDistance Total DatabaseProperty(Miles)< 1/81/8 - 1/41/4 - 1/21/2 - 1> 1Plotted 0 NR NR NR NR NR TPFinancial Assurance 0 NR NR 0 0 0 0.500HSWDS 1 NR NR NR 0 1 0.250MANIFEST 0 NR NR NR NR NR TPSPDES 0 NR NR 0 0 0 0.500VAPOR REOPENED 0 NR NR NR NR NR TPUIC 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 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 LF 12 0 0 1 4 7 0- Totals -- NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database TC5379439.2s Page 7 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NONE (NON-EXEMPT)Pipe Leak Detection: NONEPipe Containment: NONEPipe External Protection: NONEPipe Type: NO PIPINGPipe Location: SPILL/FILL BOX AND/OR SUMPSpill Prevention: - Fill LimiterOverfill Prevention: VISUAL MONITORING (ABOVEGROUND TANK)Leak Detection: NONEExtrenal Protection: SECONDARY WALL - EPOXY COATED STEELSecondary Containment: NONEInternal Protection: Not reportedDate Closed: 12/14/2011Date Permitted: 280 gallonsTotal Capacity: IN SERVICETabk Status: ABOVE - INTank Location: Not reportedPermit to Operate: Not reportedOfficial Use: SUCTIONDispenser: STEEL/ IRONConstruction: MOTOR OILSubstance: Not reportedYear Installed: Not reportedTank Key: 10Tank ID: SUFFOLKRegion: Not reportedTax Map No: Not reportedTownship: Not reportedFacility Reference #: 04909Facility ID: Tank Info: 11971Storage Owner Zip: NYStorage Owner State: SOUTHOLDStorage Owner City: PO BOX 1408Storage Owner Address: MULLEN MOTORS INCStorage Owner: 11971Billing Zip: NYBilling State: SOUTHOLDBilling Address: PO BOX 1408Billing Address: MULLEN MOTORS INCBilling Contact: 04909Site Ref#: Facility Info: 2015Year: AVAILABLEOwner/Storage Information: 05/31/2017Operating Permit Expires: PBSSite Type: ACTIVEStatus: 04909Site Ref#: SUFFOLKRegion: AST_SUFFOLK: 196 ft.Site 1 of 3 in cluster A 0.037 mi. Relative: Lower Actual: 24 ft. < 1/8SOUTHOLD, NY 11971 South55980 RTE 25 MAIN RD N/A A1 ASTMULLEN MOTORS INC A100383233 TC5379439.2s Page 8 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NONEPipe Containment: OTHERPipe External Protection: COPPERPipe Type: ABOVEGROUND OUT & INDOORSPipe Location: SPILL/FILL BOX AND/OR SUMPSpill Prevention: - Sight/Level Gauge - Vent WhistleOverfill Prevention: VISUAL MONITORING (ABOVEGROUND TANK)Leak Detection: PAINTED / COATEDExtrenal Protection: DIKE - STEELSecondary Containment: NONEInternal Protection: Not reportedDate Closed: 04/30/1992Date Permitted: 500 gallonsTotal Capacity: IN SERVICETabk Status: ABOVE - OUTTank Location: Not reportedPermit to Operate: Not reportedOfficial Use: SUCTIONDispenser: STEEL/ IRONConstruction: WASTE OILSubstance: Not reportedYear Installed: Not reportedTank Key: 4Tank ID: Not reportedDate Removed: Not reportedFill: Not reportedDate Next Tank Test: Not reportedPipe Leak Detection: Not reportedPipe Containment: Not reportedPipe External Protection: Not reportedPipe Type: Not reportedPipe Location: Not reportedSpill Prevention: Not reportedOverfill Prevention: Not reportedLeak Detection: Not reportedExtrenal Protection: NONESecondary Containment: NONEInternal Protection: Not reportedDate Closed: Not reportedDate Permitted: 300 gallonsTotal Capacity: IN SERVICETabk Status: ABOVE - OUTTank Location: Not reportedPermit to Operate: Not reportedOfficial Use: GRAVITYDispenser: STEEL/ IRONConstruction: #2 FUEL OILSubstance: Not reportedYear Installed: Not reportedTank Key: 11Tank ID: Not reportedDate Removed: Not reportedFill: Not reportedDate Next Tank Test: MULLEN MOTORS INC (Continued)A100383233 TC5379439.2s Page 9 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDate Removed: Not reportedFill: Not reportedDate Next Tank Test: NONE (NON-EXEMPT)Pipe Leak Detection: NONEPipe Containment: NONEPipe External Protection: NONEPipe Type: NO PIPINGPipe Location: SPILL/FILL BOX AND/OR SUMPSpill Prevention: - Fill LimiterOverfill Prevention: VISUAL MONITORING (ABOVEGROUND TANK)Leak Detection: NONEExtrenal Protection: SECONDARY WALL - EPOXY COATED STEELSecondary Containment: NONEInternal Protection: Not reportedDate Closed: 12/14/2011Date Permitted: 280 gallonsTotal Capacity: IN SERVICETabk Status: ABOVE - INTank Location: Not reportedPermit to Operate: Not reportedOfficial Use: SUCTIONDispenser: STEEL/ IRONConstruction: MOTOR OILSubstance: Not reportedYear Installed: Not reportedTank Key: 9Tank ID: Not reportedDate Removed: Not reportedFill: Not reportedDate Next Tank Test: VISUAL MONITORINGPipe Leak Detection: MULLEN MOTORS INC (Continued)A100383233 Not reportedWater Affected: Not reportedCID: 2014-02-27Reported to Dept: Not reportedReferred To: hmcirritInvestigator: 2014-02-27Spill Date: 5238SWIS: B3Spill Class: Equipment FailureSpill Cause: 2014-03-26Closed Date: 1DEC Region: 492071Site ID: 447021DER Facility ID: 1311184Spill Number: ERFacility Type: 1311184Facility ID: SPILLS: 196 ft.Site 2 of 3 in cluster A 0.037 mi. Relative: Lower Actual: 24 ft. < 1/8SOUTHOLD, NY South55980 RTE 25 N/A A2 NY SpillsMULLEN MOTORS S116553094 TC5379439.2s Page 10 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOxygenate: Not reportedRecovered: Not reportedUnits: Not reportedQuantity: PetroleumMaterial FA: Not reportedCase No.: #2 fuel oilMaterial Name: 0001AMaterial Code: 2242076Material ID: 01Operable Unit: 1241610Operable Unit ID: 492071Site ID: All Materials: "dry leak, test"Remarks: REPAIR, NO CONT SOIL FOUND REPAIRED FILL PIPE , PASSED RETEST" where the pipe failed. PER COLLEEN AT AARCO, DIRECT FILL PIPE NEEDED the tank system re-tested. There was no contaminated soil identified associated with the direct fill. The fill will be repaired and then "TTF 3/17/14: As per Colleen at AARCO, the problem was found to beDEC Memo: RICH MULLENContact Name: 999Spiller Company: 55980 RTE 25Spiller Address: MULLEN MOTORSSpiller Company: RICH MULLENSpiller Name: 2014-04-12Spill Record Last Update: 2014-02-27Date Entered In Computer: 0Remediation Phase: FalseUST Trust: FalseRecommended Penalty: Not reportedLast Inspection: FalseCleanup Meets Std: Not reportedCleanup Ceased: Tank TesterSpill Notifier: Private DwellingSpill Source: MULLEN MOTORS (Continued)S116553094 11971Billing Zip: NYBilling State: SOUTHOLDBilling Address: PO BOX 1408Billing Address: MULLEN MOTORS INCBilling Contact: 04909Site Ref#: Facility Info: 2015Year: AVAILABLEOwner/Storage Information: 05/31/2017Operating Permit Expires: PBSSite Type: ACTIVEStatus: 04909Site Ref#: SUFFOLKRegion: SUFFOLK CO. UST: 196 ft.Site 3 of 3 in cluster A 0.037 mi. Relative: Lower Actual: 24 ft. < 1/8SOUTHOLD, NY 11971 South55980 RTE 25 MAIN RD N/A A3 USTMULLEN MOTORS INC U004199866 TC5379439.2s Page 11 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation UNDER - OUTTank Location: Not reportedFill Type: SUCTIONDispenser: STEEL/ IRONConstruction: Not reportedDate Removed: GASOLINESubstance: 1000 gallonsCapacity: Not reportedInstalled: Not reportedTank Key: 2Tank ID: Not reportedDescription of drop records: Not reportedYear Installed: Not reportedDate Removed: Not reportedFill: Not reportedDate Next Tank Test: Not reportedPipe Leak Detection: Not reportedPipe Containment: Not reportedPipe External Protection: Not reportedPipe Type: Not reportedPipe Location: Not reportedSpill Prevention: Not reportedOverfill Prevention: Not reportedLeak Detection: Not reportedExtrenal Protection: NONESecondary Containment: NONEInternal Protection: 01/11/1990Date Closed: Not reportedDate Permitted: 550 gallonsTotal Capacity: REMOVEDTabk Status: UNDER - OUTTank Location: Not reportedFill Type: SUCTIONDispenser: STEEL/ IRONConstruction: Not reportedDate Removed: GASOLINESubstance: 550 gallonsCapacity: Not reportedInstalled: Not reportedTank Key: 1Tank ID: Not reportedPermit to Operate: SUFFOLKRegion: Not reportedTax Map No: Not reportedTownship: Not reportedOfficial Use: Not reportedFacility Reference #: 04909Facility ID: Tank Info: 11971Storage Owner Zip: NYStorage Owner State: SOUTHOLDStorage Owner City: PO BOX 1408Storage Owner Address: MULLEN MOTORS INCStorage Owner: MULLEN MOTORS INC (Continued)U004199866 TC5379439.2s Page 12 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedInstalled: Not reportedTank Key: 5Tank ID: Not reportedDescription of drop records: Not reportedYear Installed: Not reportedDate Removed: Not reportedFill: Not reportedDate Next Tank Test: Not reportedPipe Leak Detection: Not reportedPipe Containment: Not reportedPipe External Protection: Not reportedPipe Type: Not reportedPipe Location: Not reportedSpill Prevention: Not reportedOverfill Prevention: Not reportedLeak Detection: Not reportedExtrenal Protection: NONESecondary Containment: NONEInternal Protection: 12/27/1990Date Closed: Not reportedDate Permitted: 550 gallonsTotal Capacity: REMOVEDTabk Status: UNDER - OUTTank Location: Not reportedFill Type: SUCTIONDispenser: STEEL/ IRONConstruction: Not reportedDate Removed: WASTE OILSubstance: 550 gallonsCapacity: Not reportedInstalled: Not reportedTank Key: 3Tank ID: Not reportedDescription of drop records: Not reportedYear Installed: Not reportedDate Removed: Not reportedFill: Not reportedDate Next Tank Test: Not reportedPipe Leak Detection: Not reportedPipe Containment: Not reportedPipe External Protection: Not reportedPipe Type: Not reportedPipe Location: Not reportedSpill Prevention: Not reportedOverfill Prevention: Not reportedLeak Detection: Not reportedExtrenal Protection: NONESecondary Containment: NONEInternal Protection: 01/11/1990Date Closed: Not reportedDate Permitted: 1000 gallonsTotal Capacity: REMOVEDTabk Status: MULLEN MOTORS INC (Continued)U004199866 TC5379439.2s Page 13 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDate Removed: Not reportedFill: Not reportedDate Next Tank Test: EXEMPTPipe Leak Detection: OTHERPipe Containment: OTHERPipe External Protection: COPPERPipe Type: ABOVEGROUND/UNDERGROUND COMBINATIONPipe Location: EXEMPTSpill Prevention: - Vent WhistleOverfill Prevention: EXEMPTLeak Detection: OTHERExtrenal Protection: NONESecondary Containment: NONEInternal Protection: Not reportedDate Closed: Not reportedDate Permitted: 550 gallonsTotal Capacity: IN SERVICETabk Status: UNDER - OUTTank Location: Not reportedFill Type: SUCTIONDispenser: STEEL/ IRONConstruction: Not reportedDate Removed: #2 FUEL OILSubstance: 550 gallonsCapacity: Not reportedInstalled: Not reportedTank Key: 6Tank ID: Not reportedDescription of drop records: Not reportedYear Installed: Not reportedDate Removed: Not reportedFill: Not reportedDate Next Tank Test: EXEMPTPipe Leak Detection: OTHERPipe Containment: OTHERPipe External Protection: COPPERPipe Type: ABOVEGROUND/UNDERGROUND COMBINATIONPipe Location: EXEMPTSpill Prevention: - Vent WhistleOverfill Prevention: EXEMPTLeak Detection: OTHERExtrenal Protection: NONESecondary Containment: NONEInternal Protection: Not reportedDate Closed: Not reportedDate Permitted: 550 gallonsTotal Capacity: IN SERVICETabk Status: UNDER - OUTTank Location: Not reportedFill Type: SUCTIONDispenser: STEEL/ IRONConstruction: Not reportedDate Removed: #2 FUEL OILSubstance: 550 gallonsCapacity: MULLEN MOTORS INC (Continued)U004199866 TC5379439.2s Page 14 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ABOVEGROUND/UNDERGROUND COMBINATIONPipe Location: EXEMPTSpill Prevention: - Vent WhistleOverfill Prevention: EXEMPTLeak Detection: OTHERExtrenal Protection: NONESecondary Containment: NONEInternal Protection: Not reportedDate Closed: Not reportedDate Permitted: 550 gallonsTotal Capacity: IN SERVICETabk Status: UNDER - OUTTank Location: Not reportedFill Type: SUCTIONDispenser: STEEL/ IRONConstruction: Not reportedDate Removed: #2 FUEL OILSubstance: 550 gallonsCapacity: Not reportedInstalled: Not reportedTank Key: 8Tank ID: Not reportedDescription of drop records: Not reportedYear Installed: Not reportedDate Removed: Not reportedFill: Not reportedDate Next Tank Test: EXEMPTPipe Leak Detection: OTHERPipe Containment: OTHERPipe External Protection: COPPERPipe Type: ABOVEGROUND/UNDERGROUND COMBINATIONPipe Location: EXEMPTSpill Prevention: - Vent WhistleOverfill Prevention: EXEMPTLeak Detection: OTHERExtrenal Protection: NONESecondary Containment: NONEInternal Protection: Not reportedDate Closed: Not reportedDate Permitted: 550 gallonsTotal Capacity: IN SERVICETabk Status: UNDER - OUTTank Location: Not reportedFill Type: SUCTIONDispenser: STEEL/ IRONConstruction: Not reportedDate Removed: #2 FUEL OILSubstance: 550 gallonsCapacity: Not reportedInstalled: Not reportedTank Key: 7Tank ID: Not reportedDescription of drop records: Not reportedYear Installed: MULLEN MOTORS INC (Continued)U004199866 TC5379439.2s Page 15 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDescription of drop records: Not reportedYear Installed: Not reportedDate Removed: Not reportedFill: Not reportedDate Next Tank Test: EXEMPTPipe Leak Detection: OTHERPipe Containment: OTHERPipe External Protection: COPPERPipe Type: MULLEN MOTORS INC (Continued)U004199866 Not reportedOwner/operator extension: Not reportedOwner/operator fax: Not reportedOwner/operator email: 516-765-4344Owner/operator telephone: USOwner/operator country: SOUTHOLD, NY 11971 55905 MAIN RDOwner/operator address: SOUTHOLD OPTICIANOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: Not reportedOwner/operator email: 516-765-4344Owner/operator telephone: USOwner/operator country: SOUTHOLD, NY 11971 55905 MAIN RDOwner/operator address: SOUTHOLD OPTICIANOwner/operator name: Owner/Operator Summary: Handler: Non-Generators do not presently generate hazardous wasteDescription: Non-GeneratorClassification: 02EPA Region: Not reportedContact email: Not reportedContact telephone: USContact country: SOUTHOLD, NY 11971 MAIN RDContact address: Not reportedContact: SOUTHOLD, NY 11971 MAIN RDMailing address: NYD987031283EPA ID: SOUTHOLD, NY 11971 55905 MAIN RDFacility address: SOUTHOLD OPTICIANFacility name: 01/01/2007Date form received by agency: RCRA NonGen / NLR: 439 ft. 0.083 mi.MANIFEST Relative: Lower Actual: 22 ft. < 1/8 ECHOSOUTHOLD, NY 11971 SW FINDS55905 MAIN RD NYD987031283 4 RCRA NonGen / NLRSOUTHOLD OPTICIAN 1000791613 TC5379439.2s Page 16 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 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 110004502958Registry ID: FINDS: No violations foundViolation Status: WHICH WOULD BE CONSIDERED AS IGNITABLE HAZARDOUS WASTE. MATERIAL. LACQUER THINNER IS AN EXAMPLE OF A COMMONLY USED SOLVENT WHICH CAN BE OBTAINED FROM THE MANUFACTURER OR DISTRIBUTOR OF THE FLASH POINT OF A WASTE IS TO REVIEW THE MATERIAL SAFETY DATA SHEET, CLOSED CUP FLASH POINT TESTER. ANOTHER METHOD OF DETERMINING THE LESS THAN 140 DEGREES FAHRENHEIT AS DETERMINED BY A PENSKY-MARTENS IGNITABLE HAZARDOUS WASTES ARE THOSE WASTES WHICH HAVE A FLASHPOINT OF. Waste name: D001. Waste code: Small Quantity GeneratorClassification: SOUTHOLD OPTICIANSite name: 03/24/1993Date form received by agency: Not a generator, verifiedClassification: SOUTHOLD OPTICIANSite name: 07/08/1999Date form received by agency: Not a generator, verifiedClassification: SOUTHOLD OPTICIANSite name: 01/01/2006Date 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: 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: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: SOUTHOLD OPTICIAN (Continued)1000791613 TC5379439.2s Page 17 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedExport Indicator: Not reportedImport Indicator: Not reportedManifest Tracking Number: Not reportedTSDF ID 2: NJD002182897TSDF ID 1: SCD987574647Trans2 EPA ID: ILD984908202Trans1 EPA ID: NYD987031283Generator EPA ID: Not reportedPart B Recv Date: Not reportedPart A Recv Date: 01/11/1999TSD Site Recv Date: 01/08/1999Trans2 Recv Date: 01/06/1999Trans1 Recv Date: 01/06/1999Generator Ship Date: H10364Trans2 State ID: 08690Trans1 State ID: 1999Year: 01seq: Not reportedManifest Status: NJA2809765Document ID: NY MANIFEST: 5167654344Mailing Phone: USAMailing Country: Not reportedMailing Zip 4: 11971Mailing Zip: NYMailing State: SOUTHOLDMailing City: Not reportedMailing Address 2: 55905 MAIN ROADMailing Address 1: RICHARD CHIZEVERMailing Contact: SOUTHOLD OPTICIANMailing Name: NYD987031283EPAID: NY MANIFEST: Not reportedLocation Zip 4: 11971Location Zip: NYLocation State: SOUTHOLDLocation City: Not reportedTotal Tanks: Not reportedLocation Address 2: BPCode: 55905 MAIN ROADLocation Address 1: Not reportedFacility Status: NYD987031283EPA ID: USACountry: NY MANIFEST: http://echo.epa.gov/detailed-facility-report?fid=110004502958DFR URL: 110004502958Registry ID: 1000791613Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access SOUTHOLD OPTICIAN (Continued)1000791613 TC5379439.2s Page 18 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1 additional NY_MANIFEST: record(s) in the EDR Site Report. Click this hyperlink while viewing on your computer to access 01.00Specific Gravity: B Incineration, heat recovery, burning.Handling Method: DM - Metal drums, barrelsContainer Type: 001Number of Containers: P - PoundsUnits: 00132Quantity: Not reportedWaste Code: Not reportedWaste Code: Not reportedWaste Code: Not reportedWaste Code: Not reportedWaste Code: D001 - NON-LISTED IGNITABLE WASTESWaste Code: Not reportedMGMT Method Type Code: Not reportedAlt Facility Sign Date: Not reportedAlt Facility RCRA ID: Not reportedManifest Ref Number: Not reportedDiscr Full Reject Indicator: Not reportedDiscr Partial Reject Indicator: Not reportedDiscr Residue Indicator: Not reportedDiscr Type Indicator: Not reportedDiscr Quantity Indicator: SOUTHOLD OPTICIAN (Continued)1000791613 Removed Tank. 92Official Use: Not reportedFacility Reference #: 13423Facility ID: Tank Info: 11971Storage Owner Zip: NYStorage Owner State: SOUTHOLDStorage Owner City: 700 BOISSEAU AVE.Storage Owner Address: ROBERT G. NORKUSStorage Owner: Not reportedBilling Zip: Not reportedBilling State: Not reportedBilling Address: Not reportedBilling Address: Not reportedBilling Contact: 13423Site Ref#: Facility Info: 2006Year: Not reportedOwner/Storage Information: Not reportedOperating Permit Expires: Not reportedSite Type: Not reportedStatus: 13423Site Ref#: SUFFOLKRegion: SUFFOLK CO. UST: 531 ft.Site 1 of 2 in cluster B 0.101 mi. Relative: Lower Actual: 28 ft. < 1/8SOUTHOLD, NY 11971 West700 BOISSEAU AVE N/A B5 USTROBERT NORKUS U003842755 TC5379439.2s Page 19 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDescription of drop records: Not reportedYear Installed: 11/26/1927Date Removed: PUMPEDFill: Not reportedDate Next Tank Test: Not reportedPipe Leak Detection: Not reportedPipe Containment: Not reportedPipe External Protection: Not reportedPipe Type: Not reportedPipe Location: Not reportedSpill Prevention: Not reportedOverfill Prevention: Not reportedLeak Detection: Not reportedExtrenal Protection: Not reportedSecondary Containment: Not reportedInternal Protection: Not reportedDate Closed: Not reportedDate Permitted: 10000Total Capacity: Not reportedTabk Status: UNDERTank Location: PUMPEDFill Type: SUCTIONDispenser: STEELConstruction: 11/26/1927Date Removed: #2 FUEL OILSubstance: 10000Capacity: Not reportedInstalled: 37061Tank Key: 1Tank ID: Not reportedPermit to Operate: SUFFOLKRegion: Not reportedTax Map No: Not reportedTownship: ROBERT NORKUS (Continued)U003842755 2010-07-31Reported to Dept: Not reportedReferred To: UnassignedInvestigator: 2010-07-31Spill Date: 5238SWIS: C4Spill Class: Equipment FailureSpill Cause: 2011-06-06Closed Date: 1DEC Region: 438211Site ID: 393192DER Facility ID: 1004920Spill Number: ERFacility Type: 1004920Facility ID: SPILLS: 659 ft. 0.125 mi. Relative: Lower Actual: 21 ft. < 1/8SOUTHOLD, NY East57225 MAIN ROAD N/A 6 NY SpillsUNKNOWN S110490430 TC5379439.2s Page 20 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOxygenate: Not reportedRecovered: GUnits: 5.00Quantity: PetroleumMaterial FA: Not reportedCase No.: transformer oilMaterial Name: 0020AMaterial Code: 2183806Material ID: 01Operable Unit: 1188876Operable Unit ID: 438211Site ID: All Materials: up crew is en route." "Transformer blew. Most of the oil has gone onto the roadway. CleanRemarks: "POLE MOUNT TRANSFORMER no calls (VP)"DEC Memo: JOSEPH BARBERAContact Name: 999Spiller Company: Not reportedSpiller Address: NATIONAL GRID/LIPASpiller Company: JOSEPH BARBERASpiller Name: 2011-06-08Spill Record Last Update: 2010-08-01Date Entered In Computer: 0Remediation Phase: FalseUST Trust: FalseRecommended Penalty: Not reportedLast Inspection: FalseCleanup Meets Std: Not reportedCleanup Ceased: Responsible PartySpill Notifier: Commercial/IndustrialSpill Source: Not reportedWater Affected: Not reportedCID: UNKNOWN (Continued)S110490430 Not reportedStorage Owner: Not reportedBilling Zip: Not reportedBilling State: Not reportedBilling Address: Not reportedBilling Address: Not reportedBilling Contact: 15215Site Ref#: Facility Info: 2006Year: Not reportedOwner/Storage Information: Not reportedOperating Permit Expires: Not reportedSite Type: Not reportedStatus: 15215Site Ref#: SUFFOLKRegion: SUFFOLK CO. UST: 662 ft.Site 2 of 2 in cluster B 0.125 mi. Relative: Lower Actual: 27 ft. 1/8-1/4SOUTHOLD, NY 11971 WNW860 BOISSEAU AVE N/A B7 USTSCWA BOISSEAU AVE U003844910 TC5379439.2s Page 21 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTabk Status: UNDERTank Location: GRAVITYFill Type: SUCTIONDispenser: STEELConstruction: Not reportedDate Removed: #2 FUEL OILSubstance: 550Capacity: Not reportedInstalled: 41527Tank Key: 2Tank ID: Not reportedDescription of drop records: Not reportedYear Installed: Not reportedDate Removed: GRAVITYFill: Not reportedDate Next Tank Test: Not reportedPipe Leak Detection: Not reportedPipe Containment: Not reportedPipe External Protection: Not reportedPipe Type: Not reportedPipe Location: Not reportedSpill Prevention: Not reportedOverfill Prevention: Not reportedLeak Detection: Not reportedExtrenal Protection: Not reportedSecondary Containment: Not reportedInternal Protection: Not reportedDate Closed: Not reportedDate Permitted: 550Total Capacity: Not reportedTabk Status: UNDERTank Location: GRAVITYFill Type: SUCTIONDispenser: STEELConstruction: Not reportedDate Removed: DIESELSubstance: 550Capacity: Not reportedInstalled: 41526Tank Key: 1Tank ID: Not reportedPermit to Operate: SUFFOLKRegion: Not reportedTax Map No: Not reportedTownship: Exempt from Suffolk County Art 12 RegulationOfficial Use: Not reportedFacility Reference #: 15215Facility ID: Tank Info: Not reportedStorage Owner Zip: Not reportedStorage Owner State: Not reportedStorage Owner City: Not reportedStorage Owner Address: SCWA BOISSEAU AVE (Continued)U003844910 TC5379439.2s Page 22 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDescription of drop records: Not reportedYear Installed: Not reportedDate Removed: GRAVITYFill: Not reportedDate Next Tank Test: Not reportedPipe Leak Detection: Not reportedPipe Containment: Not reportedPipe External Protection: Not reportedPipe Type: Not reportedPipe Location: Not reportedSpill Prevention: Not reportedOverfill Prevention: Not reportedLeak Detection: Not reportedExtrenal Protection: Not reportedSecondary Containment: Not reportedInternal Protection: Not reportedDate Closed: Not reportedDate Permitted: 550Total Capacity: SCWA BOISSEAU AVE (Continued)U003844910 approximately 6 feet below grade. The apparent groundwater flow Geology/Hydrogeology: Depth to groundwater at the site is acetylene plant had ceased operations by the end of 1922. Site the property from SLC in 1922. Historic records indicate the surrounding community. Long Island Lighting Company (LILCO) purchased Company (SLC) from 1906 to 1921, produced acetylene gas for the manufacturing facility, which was operated by the Southold Lighting 1947. Historical Use(s) and Source(s) of Contamination: The acetylene property is zoned residential and has been residential since at least an irregularly flooded estuarine wetland. Current Zoning/Use(s): The standing water impounded by a culvert which connects to Town Creek, Immediately to the south of the Site is a palustrine wetland with bounded by privately owned properties in a residential community. covered with grasses, shrubs and several trees. The property is family house and single bay garage. The rest of the property is approximately 0.21 acres, is privately owned and includes a two-story Suffolk County. Site Features: The Site, which encompasses acetylene gas facility site is located at 370 Hobart Road, Southold, non-MPG gas sites in NYC and LI. Site Location: The Southold the NYSDEC to evaluate environmental conditions at a number of National Grid has entered into a administrative consent order withSite Description: SRHEIGELUpdated By: 10/01/2012Record Upd: 08/27/2007Record Add: 152218HW Code: 0.21Acres: 1Region: NClassification: 386431Site Code: HWProgram: SHWS: 800 ft. 0.152 mi. Relative: Lower Actual: 9 ft. 1/8-1/4SOUTHOLD, NY 11971 SSW370 HOBART ROAD N/A 8 SHWSSOUTHOLD (ACETYLENE GAS PRODUCTION)S110768280 TC5379439.2s Page 23 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedWaste Quantity: Not reportedWaste Type: Not reportedHW Code: Not reportedOwner Country: Not reportedOwner City,St,Zip: Not reportedOwner Addr2: Not reportedOwner Address: Not reportedOwner Company: Not reportedOwner Name: Not reportedSub Type: Not reportedOwn Op: Not reportedUpdated By: Not reportedRecord Upd: Not reportedRecord Add: Not reportedDell: Not reportedLat/Long: Not reportedDisp Term: Not reportedDisp Start: Not reportedPond: Not reportedLandfill: Not reportedLagoon: Not reportedStructure: Not reportedDump: Not reportedHealth Problem: that would be affected by the chemicals in surface soil. is unnecessary, because there is no receptor population or habitat investigation) concluded that a Fish and Wildlife Impact Assessment Decision Key (to determine the need for further ecological (COPCs) exceeded the Protection of Ecology SCOs. However, the NYSDEC gas production operations. Some contaminants of potential concern appears the source of the VOCs is not related to historic acetylene occurring. Soil vapor outside the house contained several VOCs. It sub-slab soil vapor, indicating that soil vapor intrusion is not VOC levels in indoor air were generally higher than the levels in and, to a lesser degree, in subslab soil vapor, at elevated levels. site. Volatile organic compounds (VOCs) were detected in indoor air to the spent waste lime that has been historical disposed of on the The pH of the groundwater below the property is elevated (10.92) due Groundwater contained relatively few detections of any contaminants. acetylene production process. The lime is considered non-hazardous. site. The spent lime is the waste product associated with the determined to exist in the shallow sub-surface soils throughout the production/storage operations. Areas of spent lime have been appear not to be related to the former acetylene gas samples. These exceedances are located in areas of fill material and Residential SCOs in a limited number of surface and subsurface soil arsenic, chromium, and mercury were present at levels above Residential SCOs. Certain polycyclic aromatic hydrocarbons (PAHs), surface soil and subsurface soil at levels that exceed the number of organic and inorganic compounds are present at the site in Characterization (SC) that was conducted at the site revealed that a Nature and Extent of Contamination: The findings of the SiteEnv Problem: release letter to National Grid on October 26, 2011. The SC report was approved in September 2011. The Department issued a 2008. A supplemental investigation was completed in September 2009. approved Site Characterization (SC) work plan was completed in mid direction is south/southeast. The field work associated with the SOUTHOLD (ACETYLENE GAS PRODUCTION) (Continued)S110768280 TC5379439.2s Page 24 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedUpdated By: Not reportedRecord Updated: Not reportedRecord Added Date: Not reportedCross Ref Type: Not reportedCross Ref Type Code: Not reportedCrossref ID: Not reportedWaste Code: SOUTHOLD (ACETYLENE GAS PRODUCTION) (Continued)S110768280 0001AMaterial Code: 389564Material ID: 01Operable Unit: 996156Operable Unit ID: 110476Site ID: All Materials: "AT TAPLIN RESIDENCE, DRIVER OVERFILLED TANK & CLEANED UP,"Remarks: SPILL NEAR FILL & VENT, A/G TANK IN BASEMENT. " AUSTIN 06/14/94: PER MR TUPLIN, HE CANNOT FIND ANY EVIDENCE OF A "Prior to Sept, 2004 data translation this spill Lead_DEC Field wasDEC Memo: 96782DER Facility ID: 1DEC Region: Not reportedSpiller Extention: Not reportedSpiller Phone: Not reportedSpiller Contact: 001Spiller County: Not reportedSpiller Address: GIFFORDSSpiller Company: Not reportedSpiller Name: 2001-01-31Spill Record Last Update: 1994-03-07Date Entered In Computer: 0Remediation Phase: FalseUST Involvement: TrueMeets Standard: FalseRecommended Penalty: Not reportedLast Inspection: Responsible PartySpill Notifier: Not reportedWater Affected: Not reportedCID: 1993-03-05Reported to Dept: Not reportedReferred To: BPAUSTINInvestigator: 5238SWIS: 1994-06-14Cleanup Ceased: C3Spill Class: Private DwellingSpill Source: Tank FailureSpill Cause: 1994-03-05Spill Date: 9314230Spill Number: 1994-06-14Closed Date: 110476Site ID: 9314230Facility ID: LTANKS: 995 ft. 0.188 mi. Relative: Lower Actual: 27 ft. 1/8-1/4SOUTHOLD, NY NW1610 BOISSEAU AVE N/A 9 LTANKSTAPLIN RESIDENCE S100878998 TC5379439.2s Page 25 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOxygenate: .00Recovered: GUnits: 1.00Quantity: PetroleumMaterial FA: Not reportedCase No.: #2 fuel oilMaterial Name: TAPLIN RESIDENCE (Continued)S100878998 OwnerOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: Not reportedOwner/operator email: 516-765-1985Owner/operator telephone: USOwner/operator country: SOUTHOLD, NY 11971 PO BOX 315Owner/operator address: SCOTT BRADIANOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: Not reportedOwner/operator email: 516-765-1985Owner/operator telephone: USOwner/operator country: SOUTHOLD, NY 11971 PO BOX 315Owner/operator address: SCOTT BRADIANOwner/operator name: Owner/Operator Summary: Handler: Non-Generators do not presently generate hazardous wasteDescription: Non-GeneratorClassification: 02EPA Region: Not reportedContact email: 516-765-5595Contact telephone: USContact country: SOUTHOLD, NY 11971 PO BOX 315Contact address: SCOTT BRADIANContact: SOUTHOLD, NY 11971 PO BOX 315Mailing address: NYR000029934EPA ID: SOUTHOLD, NY 11971 700 HUMMEL AVEFacility address: WHITE BARN DETAILINGFacility name: 01/01/2007Date form received by agency: RCRA NonGen / NLR: 1061 ft. 0.201 mi. Relative: Higher Actual: 32 ft. 1/8-1/4 ECHOSOUTHOLD, NY 11971 West FINDS700 HUMMEL AVE NYR000029934 10 RCRA NonGen / NLRWHITE BARN DETAILING 1004760028 TC5379439.2s Page 26 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OF THE ABOVE HALOGENATED SOLVENTS OR THOSE LISTED IN F001, F004, OR BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE 1,1,2-TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE, METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE,. Waste name: F002. Waste code: SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. IN F002, F004, AND F005, AND STILL BOTTOMS FROM THE RECOVERY OF THESE ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF FLUOROCARBONS; ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING 1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE, AND CHLORINATED TETRACHLOROETHYLENE, TRICHLOROETHYLENE, METHYLENE CHLORIDE, THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING:. Waste name: F001. Waste code: WHICH WOULD BE CONSIDERED AS IGNITABLE HAZARDOUS WASTE. MATERIAL. LACQUER THINNER IS AN EXAMPLE OF A COMMONLY USED SOLVENT WHICH CAN BE OBTAINED FROM THE MANUFACTURER OR DISTRIBUTOR OF THE FLASH POINT OF A WASTE IS TO REVIEW THE MATERIAL SAFETY DATA SHEET, CLOSED CUP FLASH POINT TESTER. ANOTHER METHOD OF DETERMINING THE LESS THAN 140 DEGREES FAHRENHEIT AS DETERMINED BY A PENSKY-MARTENS IGNITABLE HAZARDOUS WASTES ARE THOSE WASTES WHICH HAVE A FLASHPOINT OF. Waste name: D001. Waste code: Conditionally Exempt Small Quantity GeneratorClassification: WHITE BARN DETAILINGSite name: 09/27/1996Date form received by agency: Not a generator, verifiedClassification: WHITE BARN DETAILINGSite name: 01/01/2006Date 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: 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: Not reportedOwner/Op start date: WHITE BARN DETAILING (Continued)1004760028 TC5379439.2s Page 27 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed-facility-report?fid=110004528887DFR URL: 110004528887Registry ID: 1004760028Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access environmental facility information found across the State. of Environmental Conservation (DEC) information system for tracking FIS (New York - Facility Information System) is New York’s Department 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 110004528887Registry ID: FINDS: No violations foundViolation Status: 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 NON-HALOGENATED 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 NON-HALOGENATED 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 NON-HALOGENATED NON-HALOGENATED 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 NON-HALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name: F003. Waste code: SPENT SOLVENT MIXTURES. F005, AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND WHITE BARN DETAILING (Continued)1004760028 TC5379439.2s Page 28 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedQuantity: PetroleumMaterial FA: Not reportedCase No.: #2 fuel oilMaterial Name: 0001AMaterial Code: 2187216Material ID: 01Operable Unit: 1191998Operable Unit ID: 441436Site ID: All Materials: excavation possibly" "above product line - unsure of exact location - retest pendingRemarks: FOR REMOVAL" August 29, 2012. TANK REMOVED, NO CONTAMINATION FOUND, SCHD ON SITE FIND A PRIOR REPORT FOR THIS ADDRESS. DR SCHD covering removal on INCONCLUSIVE . 10/28/10 1430 Hrs (C): DEC INFORMED HIM WE COULD NOT JASON OF F&N THAT THIS IS A SECOND TEST- A TEST ON 9/23 WAS letter. 10/28/10 1430 Hrs (B): HE SAID IT IS HIS UNDERSTANDING AS PER name/phone/address for Capital One in order to send DEC’s 3-option "10/28/10 1430 Hrs (A): Called Mangia to obtain the contactDEC Memo: 396475DER Facility ID: 1DEC Region: Not reportedSpiller Extention: (646) 733-6468Spiller Phone: SAL MANGIA (CAPITAL ONE)Spiller Contact: 999Spiller County: 160 MAIN STSpiller Address: CAPITAL ONE BANKSpiller Company: SCOTT HANNONSpiller Name: 2013-03-05Spill Record Last Update: 2010-10-28Date Entered In Computer: 0Remediation Phase: FalseUST Involvement: FalseMeets Standard: FalseRecommended Penalty: Not reportedLast Inspection: Tank TesterSpill Notifier: Not reportedWater Affected: Not reportedCID: 2010-10-28Reported to Dept: Not reportedReferred To: hmcirritInvestigator: 5238SWIS: Not reportedCleanup Ceased: B3Spill Class: Commercial/IndustrialSpill Source: Tank Test FailureSpill Cause: 2010-10-28Spill Date: 1007980Spill Number: 2012-09-05Closed Date: 441436Site ID: 1007980Facility ID: LTANKS: 2035 ft. 0.385 mi. Relative: Lower Actual: 25 ft. 1/4-1/2SOUTHOLD, NY SW54375 MAIN ROAD N/A 11 LTANKSCAPITAL ONE BANK S110611341 TC5379439.2s Page 29 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOxygenate: Not reportedRecovered: Not reportedUnits: CAPITAL ONE BANK (Continued)S110611341 TC5379439.2s Page 30 OR P H A N S U M M A R Y Cit y ED R I D Si t e N a m e Si t e A d d r e s s ZipDatabase(s) Co u n t : 8 9 r e c o r d s . BA Y V I E W 10 0 4 7 6 1 0 4 8 SC W A - M A I N B A Y V I E W R O A D C A U S T I C T MA I N B A Y V I E W R D & A V E O F T R E E S 11971RCRA NonGen / NLR PL U M I S L A N D S1 1 6 5 5 5 3 8 8 PL U M I S L A N D A N I M A L D I S E A S E C E N T E R PL U M I S L A N D 11971NY Spills SO U T H O L D A1 0 0 4 5 6 5 8 0 HE N R Y J S M I T H & S O N S P L U M B I N G RT E 2 5 M A I N R D 11971AST SO U T H O L D U0 0 4 2 0 0 3 4 9 SO U T H O L D F R E E L I B R A R Y RT E 2 5 M A I N R D 11971UST SO U T H O L D U0 0 4 2 8 0 7 2 9 ST P A T R I C K S C H U R C H 11 1 7 R T E 2 5 M A I N R D 11971UST SO U T H O L D A1 0 0 1 9 7 2 4 7 PO R T O F E G Y P T M A R I N E I N C RT E 2 5 M A I N R D 11971AST SO U T H O L D U0 0 4 2 8 0 7 0 8 HE N R Y J S M I T H & S O N S P L U M B I N G RT E 2 5 M A I N R D 11971UST SO U T H O L D U0 0 3 8 4 3 1 8 1 MU L L E N M O T O R S I N C RT E 2 5 M A I N R D 11971UST, AST SO U T H O L D S1 1 0 4 8 8 2 3 6 EM P I R E S E R V I C E S T A T I O N 16 0 R T E 2 5 / M A I N R O A D NY Spills SOU T H O L D S10 8 2 9 6 7 6 0 SOU T H O L D G T S I T E RTE 2 5 / C H A P E L L A N E NY Spills SOU T H O L D S10 6 0 0 1 0 0 8 UNK N O W N RTE 2 5 A B E H I N D S T O R E NY Spills SOU T H O L D A10 0 4 5 6 5 7 7 FUT U R E S C R E W M A C H I N E P R O D RTE 2 7 A M O N T A U K H W Y 11971AST SOU T H O L D U00 3 8 4 3 1 6 4 GAS S T A T I O N RTE 4 8 M I D D L E R D 11971UST SOU T H O L D S10 3 8 2 8 3 8 6 MID D L E R O A D P U M P S T A T I O N RTE 4 8 NY Spills SOU T H O L D U00 3 8 4 2 9 2 4 SOU N D S H O R E E X C A V A T I N G RTE 4 8 A C K E R L Y P O N D R D 11971UST SOU T H O L D U00 3 5 3 9 9 2 9 DAV A L T E N T S & P A R T Y S E R V I C E RTE 4 8 M I D D L E R D 11971UST SOU T H O L D S10 3 5 6 6 9 1 9 UNK N O W N RTE 4 8 N E A R B O A T L A U N C H NY Spills SOU T H O L D A10 0 2 6 4 7 2 5 SOU N D S H O R E E X C A V A T I N G RTE 4 8 A C K E R L Y P O N D R D 11971AST SOU T H O L D A10 0 1 4 2 7 8 0 SAN G L E E F A R M S I N C 251 8 0 R T E 4 8 M I D D L E R D 11971AST SOU T H O L D 101 4 9 1 9 7 9 8 FOR T M I T C H I E - G R E A T G U L L I S L A N D BAT T E R Y P A L M E R T A N K 2 11971RCRA-LQG, MANIFEST SOU T H O L D U00 3 5 4 0 0 0 8 GEO R G E S T E P N O S K I A S S O C BAY V I E W R D 11971UST SOU T H O L D 100 8 3 7 4 4 9 3 SUF F O L K C O D P W B I N 3 3 0 0 6 7 0 BAY V I E W A V E O V E R G O O S E C R E E K 11971RCRA-LQG, MANIFEST, MANIFEST SOU T H O L D S10 4 6 4 8 7 6 1 UNK N O W N NOR T H B A Y V I E W R O A D NY Spills SOU T H O L D S10 8 6 3 8 3 6 7 UNK N O W N NOR T H B A Y V I E W NY Spills SOU T H O L D A10 0 2 6 5 2 9 8 SCD P W C O R N E L L C O R P CED A R B E A C H R D 11971AST SOU T H O L D U00 3 5 3 9 9 4 0 SUF F O L K C O U N T Y C O M M C O L L E G E - M A R I CED A R B E A C H R D 11971UST SOU T H O L D U00 3 8 4 4 5 8 1 SOU T H O L D G A R D E N & S E R V I C E S T A T I O N CNT Y R D 4 8 M I D D L E R D 11971UST SOU T H O L D A10 0 1 9 7 2 6 3 PRO F E S S I O N A L O F F I C E C E N T E R CNT Y R D 4 8 M I D D L E R D 11971AST SOU T H O L D A10 0 4 5 6 5 9 4 MUD D S V I N E Y A R D L T D CNT Y R D 4 8 M I D D L E R D 11971AST SOU T H O L D U00 4 2 8 0 7 2 4 MUD D S V I N E Y A R D L T D CNT Y R D 4 8 M I D D L E R D 11971UST SOU T H O L D A10 0 2 6 4 9 3 3 SOU T H O L D T O W N D R Y C L E A N I N G I N C COL O N I A L C O R N E R S M A I N S T 11971AST SOU T H O L D 100 0 2 1 0 4 9 6 FRE D E R I C K J M I N E R D B A M I N E R G R A P H I COL O N I A L C O R N E R S 11971RCRA NonGen / NLR, MANIFEST SOU T H O L D S10 4 9 5 1 5 4 9 UNK N O W N COR E Y C R E E K / B A Y V I E W D R I V E NY Spills SOU T H O L D S11 7 3 6 3 2 1 9 ROA D S I D E COX L A N E C N T Y 4 8 / M I D D L E R D NY Spills SOU T H O L D S10 4 7 8 4 4 8 5 UNK N O W N EAS T S I D E M A T T I T U C K I N L E T NY Spills SOU T H O L D S10 9 8 2 8 9 8 6 ISA B E L L A B E A C H FIS H E R S I S L A N D NY Spills SOU T H O L D S11 6 7 1 4 8 7 5 FOR T H . G . W R I G H T FIS H E R S I S L A N D 11971SHWS SOU T H O L D S10 2 5 6 5 2 8 3 UNK N O W N GRE A T P O N D NY Spills SOU T H O L D S11 1 3 1 7 4 2 5 FOR M E R F O R T M I C H I E GRE A T G U L L I S L A N D NY Spills SOU T H O L D S11 8 1 4 1 9 6 1 GUL L P O N D 190 5 G U L L P O N D L A N E NY Spills SOU T H O L D A10 0 1 9 7 4 9 3 FRE D L A P P E & S O N S SOU T H H A R B O R R D 11971AST SOU T H O L D U00 3 8 4 4 6 0 7 ETH E L E W O R T H S SOU T H H A R B O R R D 11971UST SOU T H O L D S10 4 7 8 3 9 3 7 UNK N O W N HAS H A M O M U C K P O N D NY Spills TC 5 3 7 9 4 3 9 . 2 s P a g e 3 1 OR P H A N S U M M A R Y Cit y ED R I D Si t e N a m e Si t e A d d r e s s ZipDatabase(s) Co u n t : 8 9 r e c o r d s . SO U T H O L D S1 0 2 0 9 0 2 3 6 LI L C O HO R T O N S T R E E T NY Spills SO U T H O L D U0 0 3 5 3 9 9 2 4 JO S E P H M C O N W A Y HO R T O N L N 11971UST, AST SO U T H O L D S1 0 2 1 0 0 8 4 0 RE S I D E N C E HU M M L E A V E N U E NY Spills SO U T H O L D S1 0 9 2 0 5 6 1 1 UN K N O W N HY A T T R O A D NY Spills SO U T H O L D S1 1 3 8 1 8 0 1 5 SO U T H O L D B A Y IS L A N D V I E W L A / B A Y S H O R E R D 11971NY Spills SO U T H O L D A1 0 0 1 9 7 2 8 3 KE N N Y S R D P U M P S T A T I O N KE R N Y R D 11971AST SO U T H O L D U0 0 3 9 6 1 3 3 9 C L R E A L T Y I N C MA I N R D 11971UST SO U T H O L D U0 0 3 8 4 4 5 8 3 EM P I R E S / S MA I N R D & B A Y V I E W 11971UST, AST SO U T H O L D A1 0 0 3 8 3 5 9 5 EM P I R E S / S 49 6 7 0 M A I N R D & B A Y V I E W R D 11971AST SOU T H O L D S10 4 6 5 3 2 4 6 SCW A - W E L L 1 MAI N B A Y V I E W R O A D NY Spills SOU T H O L D U00 4 2 0 0 3 5 0 EMP I R E S / S 496 7 0 M A I N R D & B A Y V I E W R D 11971UST SOU T H O L D S11 2 8 0 8 7 3 7 UNK N O W N 673 8 0 M A I N R O A D NY Spills SOU T H O L D 100 0 4 0 9 7 9 9 SOU T H O L D D R Y C L E A N E R S I N C O R P O R A T E D MAI N & C O L O N I A R D 11971RCRA-CESQG, MANIFEST SOU T H O L D U00 3 8 4 4 8 6 0 SUF F O L K C O U N T Y W A T E R A U T H O R I T Y MAI N B A Y V I E W R D 11971UST SOU T H O L D S11 0 2 4 7 9 5 0 SOU T H O L D V I L L A G E D R Y C L E A N E R S 34 M A I N R D 11971DRYCLEANERS SOU T H O L D 100 4 7 6 2 6 0 1 SUF F O L K C O U N T Y W A T E R A U T H O R I T Y MID D L E R D & T U C K E R L A N E 11971RCRA NonGen / NLR, MANIFEST SOU T H O L D 100 0 3 2 8 8 2 3 SUN O C O S E R V I C E S T A T I O N NS M I D D L E R T E 2 7 A 11971RCRA NonGen / NLR SOU T H O L D S11 3 4 0 6 2 6 4 SCD P W MID D L E R O A D NY Spills SOU T H O L D 100 7 4 4 4 9 9 9 SOU T H O L D L A N D F I L L NOR T H O F N O R T H R O A D B E T W E E N C O ODI SOU T H O L D A10 0 4 5 6 6 0 6 MID D L E R D P U M P S T A T I O N OFF M I D D L E R D 11971AST SOU T H O L D A10 0 4 5 6 6 1 4 JOH N A S E P E N O S K I OLD N O R T H R D 11971AST SOU T H O L D U00 4 2 8 0 7 5 1 JOH N A S E P E N O S K I OLD N O R T H R D 11971UST SOU T H O L D S10 4 7 8 5 3 6 9 UNK 25 T O O R I E N T P O I N T NY Spills SOU T H O L D S11 0 3 0 9 1 4 4 PIP E S N E C K I N L E T PIP E S N E C K R D NY Spills SOU T H O L D U00 4 2 0 0 3 6 1 COM M E R C I A L B L D G * * * O O B * * * RAI L R O A D A V E 11971UST SOU T H O L D U00 3 8 4 4 6 1 9 COM M E R C I A L B L D G RAI L R O A D A V E 11971UST SOU T H O L D A10 0 4 5 6 6 2 3 COM M E R C I A L B L D G * * * O O B * * * RAI L R O A D A V E 11971AST SOU T H O L D S10 2 0 9 0 8 8 9 UNK N O W N RAY D O N D R I V E / B A Y V I E W NY Spills SOU T H O L D U00 3 8 4 4 6 0 9 WAL T E R & F R A N K S A W I C K I NOR T H R D 11971UST SOU T H O L D U00 3 8 4 4 6 1 1 DOR O S K I P R O D U C E NOR T H R D 11971UST SOU T H O L D U00 3 5 3 9 9 3 8 DOR O S K I N U R S E R Y NOR T H R D 11971UST SOU T H O L D S10 4 6 5 0 2 7 4 UNK N O W N NOR T H R O A D / E A S T W I N D L A N E NY Spills SOU T H O L D S11 2 2 3 0 3 4 2 BRI C K C O V E M A R I N A I N C 176 0 S A G E B L V D 11971NY Spills, SPDES SOU T H O L D S10 9 0 6 2 0 1 7 UNK N O W N NOR T H S E A R O A D NY Spills SOU T H O L D S10 9 2 0 5 6 3 9 UNK N O W N 810 0 N O R T H S E A D R I V E NY Spills SOU T H O L D S10 4 2 8 3 8 7 3 INL A N D H O M E S / W O O D H U L L SHE P H E R D L A N E NY Spills SOU T H O L D S10 6 0 1 5 6 6 9 GRE A T P O N D SOU N D V I E W A V E N U E NY Spills SOU T H O L D S10 2 0 9 0 3 4 6 LIL C O SOU N D V I E W NY Spills SOU T H O L D S11 8 6 3 7 2 3 4 FIO R E R E S I D E N C E 150 S U N S E T W A Y NY Spills SOU T H O L D S10 9 0 6 3 6 5 8 UNK N O W N TAK A P O S H A R O A D / M A I N B A Y V I E W NY Spills SOU T H O L D S10 0 7 8 1 5 9 0 GEO R G E W E I S A R E S I D E N C E TAS A M I N E L A N E LTANKS SOU T H O L D S10 6 0 0 7 2 4 8 FOU N D E R S L A N D I N G TOW N C R E E K NY Spills SOU T H O L D U00 3 5 3 9 9 3 1 CLA R A N C E V A I L WEL L S A V E 11971UST SOU T H O L D 100 0 3 8 8 6 4 5 STE V E N J N C H I E R C H I E D C WIN D S W A Y P R O F E S S C T R R T E 4 8 F 11971RCRA NonGen / NLR, MANIFEST SOU T H O L D S10 3 8 2 7 7 9 3 FIS H E R S I S L A N D F E R R Y T E R M WIN T H R O P R O A D NY Spills SOU T H O L D U00 3 8 4 2 6 9 3 AGW A Y S O U T H O L D S I T E YOU N G S A V E 11971UST TC 5 3 7 9 4 3 9 . 2 s P a g e 3 2 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: 05/13/2018 Date Data Arrived at EDR: 05/30/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 23 Source: EPA Telephone: N/A Last EDR Contact: 07/06/2018 Next Scheduled EDR Contact: 10/15/2018 Data Release Frequency: Quarterly NPL Site Boundaries Sources: EPA’s Environmental Photographic Interpretation Center (EPIC) Telephone: 202-564-7333 EPA Region 1EPA Region 6 Telephone 617-918-1143Telephone: 214-655-6659 EPA Region 3EPA Region 7 Telephone 215-814-5418Telephone: 913-551-7247 EPA Region 4EPA Region 8 Telephone 404-562-8033Telephone: 303-312-6774 EPA Region 5EPA Region 9 Telephone 312-886-6686Telephone: 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 NationalPriorities 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 therequirements for listing. Date of Government Version: 05/13/2018 Date Data Arrived at EDR: 05/30/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 23 Source: EPA Telephone: N/A Last EDR Contact: 07/06/2018 Next Scheduled EDR Contact: 10/15/2018 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. 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 TC5379439.2s Page GR-1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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: 05/13/2018 Date Data Arrived at EDR: 05/30/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 23 Source: EPA Telephone: N/A Last EDR Contact: 07/06/2018 Next Scheduled EDR Contact: 10/15/2018 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: 11/07/2016 Date Data Arrived at EDR: 01/05/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 92 Source: Environmental Protection Agency Telephone: 703-603-8704 Last EDR Contact: 07/06/2018 Next Scheduled EDR Contact: 10/15/2018 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: 05/18/2018 Date Data Arrived at EDR: 05/30/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 23 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 07/06/2018 Next Scheduled EDR Contact: 10/29/2018 Data Release Frequency: Quarterly Federal CERCLIS NFRAP site list SEMS-ARCHIVE: Superfund Enterprise Management System Archive TC5379439.2s 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: 05/18/2018 Date Data Arrived at EDR: 05/30/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 23 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 07/06/2018 Next Scheduled EDR Contact: 10/29/2018 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: 03/01/2018 Date Data Arrived at EDR: 03/28/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 86 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 06/28/2018 Next Scheduled EDR Contact: 10/08/2018 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: 03/01/2018 Date Data Arrived at EDR: 03/28/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 86 Source: Environmental Protection Agency Telephone: (212) 637-3660 Last EDR Contact: 06/28/2018 Next Scheduled EDR Contact: 10/08/2018 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: 03/01/2018 Date Data Arrived at EDR: 03/28/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 86 Source: Environmental Protection Agency Telephone: (212) 637-3660 Last EDR Contact: 06/28/2018 Next Scheduled EDR Contact: 10/08/2018 Data Release Frequency: Quarterly TC5379439.2s 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: 03/01/2018 Date Data Arrived at EDR: 03/28/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 86 Source: Environmental Protection Agency Telephone: (212) 637-3660 Last EDR Contact: 06/28/2018 Next Scheduled EDR Contact: 10/08/2018 Data Release Frequency: Quarterly RCRA-CESQG: RCRA - 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). Conditionally exempt small quantity generators (CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Date of Government Version: 03/01/2018 Date Data Arrived at EDR: 03/28/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 86 Source: Environmental Protection Agency Telephone: (212) 637-3660 Last EDR Contact: 06/28/2018 Next Scheduled EDR Contact: 10/08/2018 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: 05/14/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: Department of the Navy Telephone: 843-820-7326 Last EDR Contact: 05/09/2018 Next Scheduled EDR Contact: 08/27/2018 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: 02/13/2018 Date Data Arrived at EDR: 02/27/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 73 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 05/29/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Varies US INST CONTROL: Sites with Institutional Controls 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: 02/13/2018 Date Data Arrived at EDR: 02/27/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 73 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 05/29/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Varies TC5379439.2s 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: 03/19/2018 Date Data Arrived at EDR: 03/27/2018 Date Made Active in Reports: 06/08/2018 Number of Days to Update: 73 Source: National Response Center, United States Coast Guard Telephone: 202-267-2180 Last EDR Contact: 06/27/2018 Next Scheduled EDR Contact: 10/08/2018 Data Release Frequency: Quarterly State- and tribal - equivalent CERCLIS SHWS: Inactive Hazardous Waste Disposal Sites in New York State Referred to as the State Superfund Program, the Inactive Hazardous Waste Disposal Site Remedial Program is the cleanup program for inactive hazardous waste sites and now includes hazardous substance sites Date of Government Version: 05/14/2018 Date Data Arrived at EDR: 05/16/2018 Date Made Active in Reports: 06/05/2018 Number of Days to Update: 20 Source: Department of Environmental Conservation Telephone: 518-402-9622 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: Annually State and tribal landfill and/or solid waste disposal site lists SWF/LF: Facility Register 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: 12/08/2017 Date Data Arrived at EDR: 01/02/2018 Date Made Active in Reports: 01/31/2018 Number of Days to Update: 29 Source: Department of Environmental Conservation Telephone: 518-457-2051 Last EDR Contact: 07/06/2018 Next Scheduled EDR Contact: 10/15/2018 Data Release Frequency: Quarterly State and tribal leaking storage tank lists INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington. Date of Government Version: 04/12/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina. Date of Government Version: 05/08/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 4 Telephone: 404-562-8677 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin. TC5379439.2s Page GR-5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 04/12/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA, Region 5 Telephone: 312-886-7439 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 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: 04/13/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 1 Telephone: 617-918-1313 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 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: 04/10/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: Environmental Protection Agency Telephone: 415-972-3372 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 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: 04/25/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 8 Telephone: 303-312-6271 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 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: 04/24/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 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: 04/01/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 6 Telephone: 214-665-6597 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies LTANKS: Spills Information Database Leaking Storage Tank Incident Reports. These records contain an inventory of reported leaking storage tank incidents reported from 4/1/86 through the most recent update. They can be either leaking underground storage tanks or leaking aboveground storage tanks. The causes of the incidents are tank test failures, tank failures or tank overfills. Date of Government Version: 05/14/2018 Date Data Arrived at EDR: 05/16/2018 Date Made Active in Reports: 06/12/2018 Number of Days to Update: 27 Source: Department of Environmental Conservation Telephone: 518-402-9549 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: Varies TC5379439.2s Page GR-6 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING HIST LTANKS: Listing of Leaking Storage Tanks A listing of leaking underground and aboveground storage tanks. The causes of the incidents are tank test failures, tank failures or tank overfills. In 2002, the Department of Environmental Conservation stopped providing updates to its original Spills Information Database. This database includes fields that are no longer available from the NYDEC as of January 1, 2002. Current information may be found in the NY LTANKS database. Department of Environmental Conservation. Date of Government Version: 01/01/2002 Date Data Arrived at EDR: 07/08/2005 Date Made Active in Reports: 07/14/2005 Number of Days to Update: 6 Source: Department of Environmental Conservation Telephone: 518-402-9549 Last EDR Contact: 07/07/2005 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned 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: 05/15/2017 Date Data Arrived at EDR: 05/30/2017 Date Made Active in Reports: 10/13/2017 Number of Days to Update: 136 Source: FEMA Telephone: 202-646-5797 Last EDR Contact: 07/11/2018 Next Scheduled EDR Contact: 10/22/2018 Data Release Frequency: Varies UST: Petroleum Bulk Storage (PBS) Database Facilities that have petroleum storage capacities in excess of 1,100 gallons and less than 400,000 gallons. Date of Government Version: 03/26/2018 Date Data Arrived at EDR: 03/28/2018 Date Made Active in Reports: 04/27/2018 Number of Days to Update: 30 Source: Department of Environmental Conservation Telephone: 518-402-9549 Last EDR Contact: 06/28/2018 Next Scheduled EDR Contact: 10/08/2018 Data Release Frequency: No Update Planned CBS UST: Chemical Bulk Storage Database Facilities that store regulated hazardous substances in underground tanks of any size Date of Government Version: 01/01/2002 Date Data Arrived at EDR: 02/20/2002 Date Made Active in Reports: 03/22/2002 Number of Days to Update: 30 Source: NYSDEC Telephone: 518-402-9549 Last EDR Contact: 10/24/2005 Next Scheduled EDR Contact: 01/23/2006 Data Release Frequency: No Update Planned MOSF UST: Major Oil Storage Facilities Database Facilities that may be onshore facilities or vessels, with petroleum storage capacities of 400,000 gallons or greater. Date of Government Version: 01/01/2002 Date Data Arrived at EDR: 02/20/2002 Date Made Active in Reports: 03/22/2002 Number of Days to Update: 30 Source: NYSDEC Telephone: 518-402-9549 Last EDR Contact: 07/25/2005 Next Scheduled EDR Contact: 10/24/2005 Data Release Frequency: No Update Planned MOSF: Major Oil Storage Facility Site Listing These facilities may be onshore facilities or vessels, with petroleum storage capacities of 400,000 gallons or greater. Date of Government Version: 03/26/2018 Date Data Arrived at EDR: 03/28/2018 Date Made Active in Reports: 05/14/2018 Number of Days to Update: 47 Source: Department of Environmental Conservation Telephone: 518-402-9549 Last EDR Contact: 06/28/2018 Next Scheduled EDR Contact: 10/08/2018 Data Release Frequency: Quarterly TC5379439.2s Page GR-7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CBS: Chemical Bulk Storage Site Listing These facilities store regulated hazardous substances in aboveground tanks with capacities of 185 gallons or greater, and/or in underground tanks of any size Date of Government Version: 03/26/2018 Date Data Arrived at EDR: 03/28/2018 Date Made Active in Reports: 05/14/2018 Number of Days to Update: 47 Source: Department of Environmental Conservation Telephone: 518-402-9549 Last EDR Contact: 06/28/2018 Next Scheduled EDR Contact: 10/08/2018 Data Release Frequency: Quarterly AST: Petroleum Bulk Storage Registered Aboveground Storage Tanks. Date of Government Version: 03/26/2018 Date Data Arrived at EDR: 03/28/2018 Date Made Active in Reports: 04/27/2018 Number of Days to Update: 30 Source: Department of Environmental Conservation Telephone: 518-402-9549 Last EDR Contact: 06/28/2018 Next Scheduled EDR Contact: 10/08/2018 Data Release Frequency: No Update Planned CBS AST: Chemical Bulk Storage Database Facilities that store regulated hazardous substances in aboveground tanks with capacities of 185 gallons or greater, and/or in underground tanks of any size. Date of Government Version: 01/01/2002 Date Data Arrived at EDR: 02/20/2002 Date Made Active in Reports: 03/22/2002 Number of Days to Update: 30 Source: NYSDEC Telephone: 518-402-9549 Last EDR Contact: 07/25/2005 Next Scheduled EDR Contact: 10/24/2005 Data Release Frequency: No Update Planned MOSF AST: Major Oil Storage Facilities Database Facilities that may be onshore facilities or vessels, with petroleum storage capacities of 400,000 gallons or greater. Date of Government Version: 01/01/2002 Date Data Arrived at EDR: 02/20/2002 Date Made Active in Reports: 03/22/2002 Number of Days to Update: 30 Source: NYSDEC Telephone: 518-402-9549 Last EDR Contact: 07/25/2005 Next Scheduled EDR Contact: 10/24/2005 Data Release Frequency: No Update Planned 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: 04/10/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 9 Telephone: 415-972-3368 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 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). Date of Government Version: 04/13/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA, Region 1 Telephone: 617-918-1313 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies TC5379439.2s Page GR-8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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: 04/25/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 8 Telephone: 303-312-6137 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 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: 05/08/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 4 Telephone: 404-562-9424 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 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: 04/12/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 5 Telephone: 312-886-6136 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 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). Date of Government Version: 04/12/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 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: 04/24/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 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: 04/01/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 63 Source: EPA Region 6 Telephone: 214-665-7591 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Varies TC5379439.2s Page GR-9 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING TANKS: Storage Tank Faciliy Listing This database contains records of facilities that are or have been regulated under Bulk Storage Program. Tank information for these facilities may not be releasable by the state agency. Date of Government Version: 03/26/2018 Date Data Arrived at EDR: 03/28/2018 Date Made Active in Reports: 04/30/2018 Number of Days to Update: 33 Source: Department of Environmental Conservation Telephone: 518-402-9543 Last EDR Contact: 06/28/2018 Next Scheduled EDR Contact: 10/08/2018 Data Release Frequency: Quarterly State and tribal institutional control / engineering control registries RES DECL: Restrictive Declarations Listing A restrictive declaration is a covenant running with the land which binds the present and future owners of the property. As a condition of certain special permits, the City Planning Commission may require an applicant to sign and record a restrictive declaration that places specified conditions on the future use and development of the property. Certain restrictive declarations are indicated by a D on zoning maps. Date of Government Version: 11/18/2010 Date Data Arrived at EDR: 06/30/2014 Date Made Active in Reports: 07/21/2014 Number of Days to Update: 21 Source: NYC Department of City Planning Telephone: 212-720-3401 Last EDR Contact: 06/22/2018 Next Scheduled EDR Contact: 10/01/2018 Data Release Frequency: Varies ENV RES DECL: Environmental Restrictive Declarations The Environmental Restrictive Declarations (ERD) listed were recorded in connection with a zoning action against the noted Tax Blocks and Tax Lots, or portion thereof, and are available in the property records on file at the Office of the City Register for Bronx, Kings, New York and Queens counties or at the Richmond County Clerk’s office. They contain environmental requirements with respect to hazardous materials, air quality and/or noise in accordance with Section 11-15 of this Resolution. Date of Government Version: 06/27/2017 Date Data Arrived at EDR: 09/21/2017 Date Made Active in Reports: 09/22/2017 Number of Days to Update: 1 Source: New York City Department of City Planning Telephone: 212-720-3300 Last EDR Contact: 06/18/2018 Next Scheduled EDR Contact: 10/01/2018 Data Release Frequency: Varies ENG CONTROLS: Registry of Engineering Controls Environmental Remediation sites that have engineering controls in place. Date of Government Version: 05/14/2018 Date Data Arrived at EDR: 05/16/2018 Date Made Active in Reports: 06/05/2018 Number of Days to Update: 20 Source: Department of Environmental Conservation Telephone: 518-402-9553 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: Quarterly INST CONTROL: Registry of Institutional Controls Environmental Remediation sites that have institutional controls in place. Date of Government Version: 05/14/2018 Date Data Arrived at EDR: 05/16/2018 Date Made Active in Reports: 06/05/2018 Number of Days to Update: 20 Source: Department of Environmental Conservation Telephone: 518-402-9553 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 08/27/2018 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. TC5379439.2s Page GR-10 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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: 06/22/2018 Next Scheduled EDR Contact: 10/08/2018 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 VCP NYC: Voluntary Cleanup Program Listing NYC New York City voluntary cleanup program sites. Date of Government Version: 03/26/2018 Date Data Arrived at EDR: 03/29/2018 Date Made Active in Reports: 05/14/2018 Number of Days to Update: 46 Source: New York City Office of Environmental Protection Telephone: 212-788-8841 Last EDR Contact: 06/15/2018 Next Scheduled EDR Contact: 10/01/2018 Data Release Frequency: Varies VCP: Voluntary Cleanup Agreements New York established its Voluntary Cleanup Program (VCP) to address the environmental, legal and financial barriers that often hinder the redevelopment and reuse of contaminated properties. The Voluntary Cleanup Program was developed to enhance private sector cleanup of brownfields by enabling parties to remediate sites using private rather than public funds and to reduce the development pressures on "greenfield" sites. Date of Government Version: 05/14/2018 Date Data Arrived at EDR: 05/16/2018 Date Made Active in Reports: 06/05/2018 Number of Days to Update: 20 Source: Department of Environmental Conservation Telephone: 518-402-9711 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: Semi-Annually State and tribal Brownfields sites BROWNFIELDS: Brownfields Site List A Brownfield is any real property where redevelopment or re-use may be complicated by the presence or potential presence of a hazardous waste, petroleum, pollutant, or contaminant. Date of Government Version: 05/14/2018 Date Data Arrived at EDR: 05/16/2018 Date Made Active in Reports: 06/05/2018 Number of Days to Update: 20 Source: Department of Environmental Conservation Telephone: 518-402-9764 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: Semi-Annually ERP: Environmental Restoration Program Listing In an effort to spur the cleanup and redevelopment of brownfields, New Yorkers approved a $200 million Environmental Restoration or Brownfields Fund as part of the $1.75 billion Clean Water/Clean Air Bond Act of 1996 (1996 Bond Act). Enhancements to the program were enacted on October 7, 2003. Under the Environmental Restoration Program, the State provides grants to municipalities to reimburse up to 90 percent of on-site eligible costs and 100% of off-site eligible costs for site investigation and remediation activities. Once remediated, the property may then be reused for commercial, industrial, residential or public use. Date of Government Version: 05/14/2018 Date Data Arrived at EDR: 05/16/2018 Date Made Active in Reports: 06/05/2018 Number of Days to Update: 20 Source: Department of Environmental Conservation Telephone: 518-402-9622 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: Quarterly TC5379439.2s Page GR-11 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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: 03/19/2018 Date Data Arrived at EDR: 03/21/2018 Date Made Active in Reports: 06/08/2018 Number of Days to Update: 79 Source: Environmental Protection Agency Telephone: 202-566-2777 Last EDR Contact: 06/20/2018 Next Scheduled EDR Contact: 10/01/2018 Data Release Frequency: Semi-Annually Local Lists of Landfill / Solid Waste Disposal Sites SWRCY: Registered Recycling Facility List A listing of recycling facilities. Date of Government Version: 12/08/2017 Date Data Arrived at EDR: 01/02/2018 Date Made Active in Reports: 01/31/2018 Number of Days to Update: 29 Source: Department of Environmental Conservation Telephone: 518-402-8705 Last EDR Contact: 07/06/2018 Next Scheduled EDR Contact: 10/15/2018 Data Release Frequency: Quarterly SWTIRE: Registered Waste Tire Storage & Facility List A listing of facilities registered to accept waste tires. Date of Government Version: 02/27/2018 Date Data Arrived at EDR: 04/06/2018 Date Made Active in Reports: 06/08/2018 Number of Days to Update: 63 Source: Department of Environmental Conservation Telephone: 518-402-8694 Last EDR Contact: 06/07/2018 Next Scheduled EDR Contact: 09/24/2018 Data Release Frequency: No Update Planned 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: 07/30/2018 Next Scheduled EDR Contact: 11/12/2018 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: 07/17/2018 Next Scheduled EDR Contact: 11/05/2018 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. TC5379439.2s Page GR-12 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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 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: 05/04/2018 Next Scheduled EDR Contact: 08/13/2018 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: 02/22/2018 Date Data Arrived at EDR: 03/01/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 71 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: No Update Planned DEL SHWS: Delisted Registry Sites A database listing of sites delisted from the Registry of Inactive Hazardous Waste Disposal Sites. Date of Government Version: 05/14/2018 Date Data Arrived at EDR: 05/16/2018 Date Made Active in Reports: 06/08/2018 Number of Days to Update: 23 Source: Department of Environmental Conservation Telephone: 518-402-9622 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: Quarterly 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: 02/22/2018 Date Data Arrived at EDR: 03/01/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 71 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Quarterly Local Lists of Registered Storage Tanks HIST UST: Historical Petroleum Bulk Storage Database These facilities have petroleum storage capacities in excess of 1,100 gallons and less than 400,000 gallons. This database contains detailed information per site. It is no longer updated due to the sensitive nature of the information involved. See UST for more current data. Date of Government Version: 01/01/2002 Date Data Arrived at EDR: 06/02/2006 Date Made Active in Reports: 07/20/2006 Number of Days to Update: 48 Source: Department of Environmental Conservation Telephone: 518-402-9549 Last EDR Contact: 10/23/2006 Next Scheduled EDR Contact: 01/22/2007 Data Release Frequency: Varies TC5379439.2s Page GR-13 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING HIST AST: Historical Petroleum Bulk Storage Database These facilities have petroleum storage capabilities in excess of 1,100 gallons and less than 400,000 gallons. This database contains detailed information per site. No longer updated due to the sensitive nature of the information involved. See AST for more current data. Date of Government Version: 01/01/2002 Date Data Arrived at EDR: 06/02/2006 Date Made Active in Reports: 07/20/2006 Number of Days to Update: 48 Source: Department of Environmental Conservation Telephone: 518-402-9549 Last EDR Contact: 10/23/2006 Next Scheduled EDR Contact: 01/22/2007 Data Release Frequency: No Update Planned Local Land Records LIENS: Spill Liens Information Lien information from the Oil Spill Fund. Date of Government Version: 05/07/2018 Date Data Arrived at EDR: 05/09/2018 Date Made Active in Reports: 06/05/2018 Number of Days to Update: 27 Source: Office of the State Comptroller Telephone: 518-474-9034 Last EDR Contact: 05/03/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Quarterly 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. Date of Government Version: 05/13/2018 Date Data Arrived at EDR: 05/30/2018 Date Made Active in Reports: 06/29/2018 Number of Days to Update: 30 Source: Environmental Protection Agency Telephone: 202-564-6023 Last EDR Contact: 07/06/2018 Next Scheduled EDR Contact: 11/05/2018 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: 03/26/2018 Date Data Arrived at EDR: 03/27/2018 Date Made Active in Reports: 06/08/2018 Number of Days to Update: 73 Source: U.S. Department of Transportation Telephone: 202-366-4555 Last EDR Contact: 03/27/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly SPILLS: Spills Information Database Data collected on spills reported to NYSDEC as required by one or more of the following: Article 12 of the Navigation Law, 6 NYCRR Section 613.8 (from PBS regs), or 6 NYCRR Section 595.2 (from CBS regs). It includes spills active as of April 1, 1986, as well as spills occurring since this date. Date of Government Version: 05/14/2018 Date Data Arrived at EDR: 05/16/2018 Date Made Active in Reports: 06/12/2018 Number of Days to Update: 27 Source: Department of Environmental Conservation Telephone: 518-402-9549 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: Varies HIST SPILLS: SPILLS Database This database contains records of chemical and petroleum spill incidents. Under State law, petroleum and hazardous chemical spills that can impact the waters of the state must be reported by the spiller (and, in some cases, by anyone who has knowledge of the spills). In 2002, the Department of Environmental Conservation stopped providing updates to its original Spills Information Database. This database includes fields that are no longer available from the NYDEC as of January 1, 2002. Current information may be found in the NY SPILLS database. Department of Environmental Conservation. TC5379439.2s Page GR-14 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 01/01/2002 Date Data Arrived at EDR: 07/08/2005 Date Made Active in Reports: 07/14/2005 Number of Days to Update: 6 Source: Department of Environmental Conservation Telephone: 518-402-9549 Last EDR Contact: 07/07/2005 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned 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: 12/14/2012 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 02/12/2013 Number of Days to Update: 40 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: 11/02/2010 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 03/07/2013 Number of Days to Update: 63 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 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: 03/01/2018 Date Data Arrived at EDR: 03/28/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 86 Source: Environmental Protection Agency Telephone: (212) 637-3660 Last EDR Contact: 06/28/2018 Next Scheduled EDR Contact: 10/08/2018 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: 01/31/2015 Date Data Arrived at EDR: 07/08/2015 Date Made Active in Reports: 10/13/2015 Number of Days to Update: 97 Source: U.S. Army Corps of Engineers Telephone: 202-528-4285 Last EDR Contact: 05/25/2018 Next Scheduled EDR Contact: 09/03/2018 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: 07/11/2018 Next Scheduled EDR Contact: 10/22/2018 Data Release Frequency: Semi-Annually TC5379439.2s Page GR-15 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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: 12/31/2005 Date Data Arrived at EDR: 02/06/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 339 Source: U.S. Geological Survey Telephone: 888-275-8747 Last EDR Contact: 07/13/2018 Next Scheduled EDR Contact: 10/22/2018 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: 05/15/2018 Next Scheduled EDR Contact: 08/27/2018 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. Date of Government Version: 03/01/2018 Date Data Arrived at EDR: 03/27/2018 Date Made Active in Reports: 06/22/2018 Number of Days to Update: 87 Source: Environmental Protection Agency Telephone: 202-566-1917 Last EDR Contact: 06/27/2018 Next Scheduled EDR Contact: 10/08/2018 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: 05/07/2018 Next Scheduled EDR Contact: 08/20/2018 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: 05/08/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Varies TC5379439.2s Page GR-16 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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: 06/22/2018 Next Scheduled EDR Contact: 10/01/2018 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: 12/31/2016 Date Data Arrived at EDR: 01/10/2018 Date Made Active in Reports: 01/12/2018 Number of Days to Update: 2 Source: EPA Telephone: 202-566-0250 Last EDR Contact: 05/25/2018 Next Scheduled EDR Contact: 09/03/2018 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. Date of Government Version: 12/31/2009 Date Data Arrived at EDR: 12/10/2010 Date Made Active in Reports: 02/25/2011 Number of Days to Update: 77 Source: EPA Telephone: 202-564-4203 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 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: 05/13/2018 Date Data Arrived at EDR: 05/30/2018 Date Made Active in Reports: 06/29/2018 Number of Days to Update: 30 Source: EPA Telephone: 703-416-0223 Last EDR Contact: 07/06/2018 Next Scheduled EDR Contact: 10/15/2018 Data Release Frequency: Annually RMP: Risk Management Plans TC5379439.2s Page GR-17 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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: 11/02/2017 Date Data Arrived at EDR: 11/17/2017 Date Made Active in Reports: 12/08/2017 Number of Days to Update: 21 Source: Environmental Protection Agency Telephone: 202-564-8600 Last EDR Contact: 07/20/2018 Next Scheduled EDR Contact: 11/05/2018 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: 10/25/2013 Date Data Arrived at EDR: 10/17/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 3 Source: EPA Telephone: 202-564-6023 Last EDR Contact: 07/06/2018 Next Scheduled EDR Contact: 08/20/2018 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. Date of Government Version: 06/01/2017 Date Data Arrived at EDR: 06/09/2017 Date Made Active in Reports: 10/13/2017 Number of Days to Update: 126 Source: EPA Telephone: 202-566-0500 Last EDR Contact: 07/13/2018 Next Scheduled EDR Contact: 10/22/2018 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: 07/09/2018 Next Scheduled EDR Contact: 10/22/2018 Data Release Frequency: Quarterly TC5379439.2s Page GR-18 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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: Quarterly 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: Quarterly 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: 08/30/2016 Date Data Arrived at EDR: 09/08/2016 Date Made Active in Reports: 10/21/2016 Number of Days to Update: 43 Source: Nuclear Regulatory Commission Telephone: 301-415-7169 Last EDR Contact: 07/23/2018 Next Scheduled EDR Contact: 11/05/2018 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: 12/31/2005 Date Data Arrived at EDR: 08/07/2009 Date Made Active in Reports: 10/22/2009 Number of Days to Update: 76 Source: Department of Energy Telephone: 202-586-8719 Last EDR Contact: 06/07/2018 Next Scheduled EDR Contact: 09/17/2018 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. Date of Government Version: 07/01/2014 Date Data Arrived at EDR: 09/10/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: N/A Last EDR Contact: 06/04/2018 Next Scheduled EDR Contact: 09/17/2018 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: 05/24/2017 Date Data Arrived at EDR: 11/30/2017 Date Made Active in Reports: 12/15/2017 Number of Days to Update: 15 Source: Environmental Protection Agency Telephone: 202-566-0517 Last EDR Contact: 07/27/2018 Next Scheduled EDR Contact: 11/05/2018 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. TC5379439.2s Page GR-19 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 04/03/2018 Date Data Arrived at EDR: 04/05/2018 Date Made Active in Reports: 06/29/2018 Number of Days to Update: 85 Source: Environmental Protection Agency Telephone: 202-343-9775 Last EDR Contact: 07/05/2018 Next Scheduled EDR Contact: 10/15/2018 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: 07/31/2012 Date Data Arrived at EDR: 08/07/2012 Date Made Active in Reports: 09/18/2012 Number of Days to Update: 42 Source: Department of Transporation, Office of Pipeline Safety Telephone: 202-366-4595 Last EDR Contact: 05/03/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Varies 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: 03/31/2018 Date Data Arrived at EDR: 04/16/2018 Date Made Active in Reports: 06/29/2018 Number of Days to Update: 74 Source: Department of Justice, Consent Decree Library Telephone: Varies Last EDR Contact: 07/09/2018 Next Scheduled EDR Contact: 10/01/2018 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: 06/28/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Biennially TC5379439.2s Page GR-20 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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: 07/11/2018 Next Scheduled EDR Contact: 10/22/2018 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: 12/23/2016 Date Data Arrived at EDR: 12/27/2016 Date Made Active in Reports: 02/17/2017 Number of Days to Update: 52 Source: Department of Energy Telephone: 202-586-3559 Last EDR Contact: 05/07/2018 Next Scheduled EDR Contact: 08/20/2018 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: 06/23/2017 Date Data Arrived at EDR: 10/11/2017 Date Made Active in Reports: 11/03/2017 Number of Days to Update: 23 Source: Department of Energy Telephone: 505-845-0011 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Varies LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version: 05/13/2018 Date Data Arrived at EDR: 05/30/2018 Date Made Active in Reports: 06/29/2018 Number of Days to Update: 30 Source: Environmental Protection Agency Telephone: 703-603-8787 Last EDR Contact: 07/06/2018 Next Scheduled EDR Contact: 10/15/2018 Data Release Frequency: Varies 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. TC5379439.2s Page GR-21 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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 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: 05/03/2018 Date Data Arrived at EDR: 05/31/2018 Date Made Active in Reports: 06/29/2018 Number of Days to Update: 29 Source: Department of Labor, Mine Safety and Health Administration Telephone: 303-231-5959 Last EDR Contact: 05/31/2018 Next Scheduled EDR Contact: 09/10/2018 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: 05/30/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Varies 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: 05/30/2018 Next Scheduled EDR Contact: 09/10/2018 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: 03/08/2018 Date Data Arrived at EDR: 03/13/2018 Date Made Active in Reports: 06/08/2018 Number of Days to Update: 87 Source: Department of Interior Telephone: 202-208-2609 Last EDR Contact: 06/20/2018 Next Scheduled EDR Contact: 09/24/2018 Data Release Frequency: Quarterly TC5379439.2s Page GR-22 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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: 02/21/2018 Date Data Arrived at EDR: 02/23/2018 Date Made Active in Reports: 03/23/2018 Number of Days to Update: 28 Source: EPA Telephone: (212) 637-3000 Last EDR Contact: 06/06/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Quarterly ECHO: Enforcement & Compliance History Information ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide. Date of Government Version: 02/25/2018 Date Data Arrived at EDR: 03/17/2018 Date Made Active in Reports: 06/08/2018 Number of Days to Update: 83 Source: Environmental Protection Agency Telephone: 202-564-2280 Last EDR Contact: 06/06/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Quarterly DOCKET HWC: Hazardous Waste Compliance Docket Listing A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities. Date of Government Version: 01/04/2018 Date Data Arrived at EDR: 01/19/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 84 Source: Environmental Protection Agency Telephone: 202-564-0527 Last EDR Contact: 06/01/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Varies UXO: Unexploded Ordnance Sites A listing of unexploded ordnance site locations Date of Government Version: 09/30/2016 Date Data Arrived at EDR: 10/31/2017 Date Made Active in Reports: 01/12/2018 Number of Days to Update: 73 Source: Department of Defense Telephone: 703-704-1564 Last EDR Contact: 07/13/2018 Next Scheduled EDR Contact: 10/29/2018 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: 02/20/2018 Date Data Arrived at EDR: 02/21/2018 Date Made Active in Reports: 03/23/2018 Number of Days to Update: 30 Source: EPA Telephone: 800-385-6164 Last EDR Contact: 05/23/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Quarterly AIRS: Air Emissions Data Point source emissions inventory data. Date of Government Version: 04/27/2018 Date Data Arrived at EDR: 05/18/2018 Date Made Active in Reports: 07/31/2018 Number of Days to Update: 74 Source: Department of Environmental Conservation Telephone: 518-402-8452 Last EDR Contact: 07/12/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: Annually TC5379439.2s Page GR-23 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING COAL ASH: Coal Ash Disposal Site Listing A listing of coal ash disposal site locations. Date of Government Version: 09/25/2017 Date Data Arrived at EDR: 09/26/2017 Date Made Active in Reports: 10/12/2017 Number of Days to Update: 16 Source: Department of Environmental Conservation Telephone: 518-402-8660 Last EDR Contact: 06/28/2018 Next Scheduled EDR Contact: 10/15/2018 Data Release Frequency: Quarterly DRYCLEANERS: Registered Drycleaners A listing of all registered drycleaning facilities. Date of Government Version: 03/07/2018 Date Data Arrived at EDR: 03/30/2018 Date Made Active in Reports: 06/05/2018 Number of Days to Update: 67 Source: Department of Environmental Conservation Telephone: 518-402-8403 Last EDR Contact: 06/07/2018 Next Scheduled EDR Contact: 09/24/2018 Data Release Frequency: Annually E DESIGNATION: E DESIGNATION SITE LISTING The (E (Environmental)) designation would ensure that sampling and remediation take place on the subject properties, and would avoid any significant impacts related to hazardous materials at these locations. The (E) designations would require that the fee owner of the sites conduct a testing and sampling protocol, and remediation where appropriate, to the satisfaction of the NYCDEP before the issuance of a building permit by the Department of Buildings pursuant to the provisions of Section 11-15 of the Zoning Resolution (Environmental Requirements). The (E) designations also include a mandatory construction-related health and safety plan which must be approved by NYCDEP. Date of Government Version: 06/06/2018 Date Data Arrived at EDR: 06/26/2018 Date Made Active in Reports: 06/29/2018 Number of Days to Update: 3 Source: New York City Department of City Planning Telephone: 718-595-6658 Last EDR Contact: 06/18/2018 Next Scheduled EDR Contact: 10/01/2018 Data Release Frequency: Semi-Annually Financial Assurance 1: Financial Assurance Information Listing Financial assurance information. Date of Government Version: 12/01/2017 Date Data Arrived at EDR: 01/02/2018 Date Made Active in Reports: 01/31/2018 Number of Days to Update: 29 Source: Department of Environmental Conservation Telephone: 518-402-8660 Last EDR Contact: 06/28/2018 Next Scheduled EDR Contact: 10/15/2018 Data Release Frequency: Quarterly Financial Assurance 2: Financial Assurance Information Listing A listing of financial assurance 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. Date of Government Version: 12/29/2017 Date Data Arrived at EDR: 04/06/2018 Date Made Active in Reports: 06/05/2018 Number of Days to Update: 60 Source: Department of Environmental Conservation Telephone: 518-402-8712 Last EDR Contact: 06/07/2018 Next Scheduled EDR Contact: 09/24/2018 Data Release Frequency: Varies HSWDS: Hazardous Substance Waste Disposal Site Inventory The list includes any known or suspected hazardous substance waste disposal sites. Also included are sites delisted from the Registry of Inactive Hazardous Waste Disposal Sites and non-Registry sites that U.S. EPA Preliminary Assessment (PA) reports or Site Investigation (SI) reports were prepared. Hazardous Substance Waste Disposal Sites are eligible to be Superfund sites now that the New York State Superfund has been refinanced and changed. This means that the study inventory has served its purpose and will no longer be maintained as a separate entity. The last version of the study inventory is frozen in time. The sites on the study will not automatically be made Superfund sites, rather each site will be further evaluated for listing on the Registry. So overtime they will be added to the registry or not. TC5379439.2s Page GR-24 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 01/01/2003 Date Data Arrived at EDR: 10/20/2006 Date Made Active in Reports: 11/30/2006 Number of Days to Update: 41 Source: Department of Environmental Conservation Telephone: 518-402-9564 Last EDR Contact: 05/26/2009 Next Scheduled EDR Contact: 08/24/2009 Data Release Frequency: No Update Planned 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: 04/30/2018 Date Data Arrived at EDR: 05/03/2018 Date Made Active in Reports: 06/07/2018 Number of Days to Update: 35 Source: Department of Environmental Conservation Telephone: 518-402-8651 Last EDR Contact: 05/03/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Quarterly SPDES: State Pollutant Discharge Elimination System New York State has a state program which has been approved by the United States Environmental Protection Agency for the control of wastewater and stormwater discharges in accordance with the Clean Water Act. Under New York State law the program is known as the State Pollutant Discharge Elimination System (SPDES) and is broader in scope than that required by the Clean Water Act in that it controls point source discharges to groundwaters as well as surface waters. Date of Government Version: 06/07/2018 Date Data Arrived at EDR: 06/12/2018 Date Made Active in Reports: 06/29/2018 Number of Days to Update: 17 Source: Department of Environmental Conservation Telephone: 518-402-8233 Last EDR Contact: 07/18/2018 Next Scheduled EDR Contact: 11/05/2018 Data Release Frequency: No Update Planned VAPOR REOPENED: Vapor Intrusion Legacy Site List New York is currently re-evaluating previous assumptions and decisions regarding the potential for soil vapor intrusion exposures at sites. As a result, all past, current, and future contaminated sites will be evaluated to determine whether these sites have the potential for exposures related to soil vapor intrusion. Date of Government Version: 01/01/2018 Date Data Arrived at EDR: 02/15/2018 Date Made Active in Reports: 03/27/2018 Number of Days to Update: 40 Source: Department of Environmenal Conservation Telephone: 518-402-9814 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: Varies UIC: Underground Injection Control Wells A listing of enhanced oil recovery underground injection wells. Date of Government Version: 06/04/2018 Date Data Arrived at EDR: 06/07/2018 Date Made Active in Reports: 06/29/2018 Number of Days to Update: 22 Source: Department of Environmental Conservation Telephone: 518-402-8056 Last EDR Contact: 06/07/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Quarterly 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. TC5379439.2s Page GR-25 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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 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 Conservation in New York. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 12/30/2013 Number of Days to Update: 182 Source: Department of Environmental Conservation Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies RGA LF: Recovered Government Archive Solid Waste Facilities List The EDR Recovered Government Archive Landfill database provides a list of landfills 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 Conservation in New York. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 01/10/2014 Number of Days to Update: 193 Source: Department of Environmental Conservation Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies TC5379439.2s Page GR-26 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING COUNTY RECORDS CORTLAND COUNTY: Cortland County Storage Tank Listing A listing of aboveground storage tank sites located in Cortland County. Date of Government Version: 03/29/2018 Date Data Arrived at EDR: 05/22/2018 Date Made Active in Reports: 06/29/2018 Number of Days to Update: 38 Source: Cortland County Health Department Telephone: 607-753-5035 Last EDR Contact: 07/30/2018 Next Scheduled EDR Contact: 11/12/2018 Data Release Frequency: Quarterly Cortland County Storage Tank Listing A listing of underground storage tank sites located in Cortland County. Date of Government Version: 03/29/2018 Date Data Arrived at EDR: 05/22/2018 Date Made Active in Reports: 06/29/2018 Number of Days to Update: 38 Source: Cortland County Health Department Telephone: 607-753-5035 Last EDR Contact: 07/30/2018 Next Scheduled EDR Contact: 11/12/2018 Data Release Frequency: Quarterly NASSAU COUNTY: Registered Tank Database A listing of aboveground storage tank sites located in Nassau County. Date of Government Version: 01/09/2017 Date Data Arrived at EDR: 01/11/2017 Date Made Active in Reports: 02/15/2017 Number of Days to Update: 35 Source: Nassau County Health Department Telephone: 516-571-3314 Last EDR Contact: 07/30/2018 Next Scheduled EDR Contact: 11/12/2018 Data Release Frequency: No Update Planned Storage Tank Database A listing of aboveground storage tank sites located in Nassau County. Date of Government Version: 02/15/2011 Date Data Arrived at EDR: 02/23/2011 Date Made Active in Reports: 03/29/2011 Number of Days to Update: 34 Source: Nassau County Office of the Fire Marshal Telephone: 516-572-1000 Last EDR Contact: 07/25/2018 Next Scheduled EDR Contact: 11/12/2018 Data Release Frequency: Varies Registered Tank Database in Nassau County A listing of facilities in Nassau County with storage tanks. Date of Government Version: 01/09/2017 Date Data Arrived at EDR: 01/11/2017 Date Made Active in Reports: 02/15/2017 Number of Days to Update: 35 Source: Nassau County Department of Health Telephone: 516-227-9691 Last EDR Contact: 07/30/2018 Next Scheduled EDR Contact: 11/12/2018 Data Release Frequency: Varies Registered Tank Database A listing of underground storage tank sites located in Nassau County. Date of Government Version: 01/09/2017 Date Data Arrived at EDR: 01/11/2017 Date Made Active in Reports: 02/15/2017 Number of Days to Update: 35 Source: Nassau County Health Department Telephone: 516-571-3314 Last EDR Contact: 07/30/2018 Next Scheduled EDR Contact: 11/12/2018 Data Release Frequency: No Update Planned TC5379439.2s Page GR-27 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Storage Tank Database A listing of underground storage tank sites located in Nassau County. Date of Government Version: 02/15/2011 Date Data Arrived at EDR: 02/23/2011 Date Made Active in Reports: 03/29/2011 Number of Days to Update: 34 Source: Nassau County Office of the Fire Marshal Telephone: 516-572-1000 Last EDR Contact: 07/25/2018 Next Scheduled EDR Contact: 11/12/2018 Data Release Frequency: Varies ROCKLAND COUNTY: Petroleum Bulk Storage Database A listing of aboveground storage tank sites located in Rockland County. Date of Government Version: 02/02/2017 Date Data Arrived at EDR: 03/17/2017 Date Made Active in Reports: 09/22/2017 Number of Days to Update: 189 Source: Rockland County Health Department Telephone: 914-364-2605 Last EDR Contact: 06/01/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Quarterly Petroleum Bulk Storage Database A listing of underground storage tank sites located in Rockland County. Date of Government Version: 02/02/2017 Date Data Arrived at EDR: 03/17/2017 Date Made Active in Reports: 09/22/2017 Number of Days to Update: 189 Source: Rockland County Health Department Telephone: 914-364-2605 Last EDR Contact: 06/01/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Quarterly SUFFOLK COUNTY: Storage Tank Database A listing of aboveground storage tank sites located in Suffolk County. Date of Government Version: 03/03/2015 Date Data Arrived at EDR: 03/10/2015 Date Made Active in Reports: 03/23/2015 Number of Days to Update: 13 Source: Suffolk County Department of Health Services Telephone: 631-854-2521 Last EDR Contact: 07/30/2018 Next Scheduled EDR Contact: 11/12/2018 Data Release Frequency: No Update Planned Storage Tank Database A listing of underground storage tank sites located in Suffolk County. Date of Government Version: 03/03/2015 Date Data Arrived at EDR: 03/10/2015 Date Made Active in Reports: 03/23/2015 Number of Days to Update: 13 Source: Suffolk County Department of Health Services Telephone: 631-854-2521 Last EDR Contact: 07/30/2018 Next Scheduled EDR Contact: 11/12/2018 Data Release Frequency: No Update Planned WESTCHESTER COUNTY: Listing of Storage Tanks A listing of aboveground storage tank sites located in Westchester County. Date of Government Version: 04/26/2018 Date Data Arrived at EDR: 05/11/2018 Date Made Active in Reports: 06/05/2018 Number of Days to Update: 25 Source: Westchester County Department of Health Telephone: 914-813-5161 Last EDR Contact: 07/30/2018 Next Scheduled EDR Contact: 11/12/2018 Data Release Frequency: Semi-Annually TC5379439.2s Page GR-28 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Listing of Storage Tanks A listing of underground storage tank sites located in Westchester County. Date of Government Version: 04/26/2018 Date Data Arrived at EDR: 05/11/2018 Date Made Active in Reports: 06/05/2018 Number of Days to Update: 25 Source: Westchester County Department of Health Telephone: 914-813-5161 Last EDR Contact: 07/30/2018 Next Scheduled EDR Contact: 11/12/2018 Data Release Frequency: Semi-Annually 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: 01/03/2018 Date Data Arrived at EDR: 02/14/2018 Date Made Active in Reports: 03/22/2018 Number of Days to Update: 36 Source: Department of Energy & Environmental Protection Telephone: 860-424-3375 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: No Update Planned NJ MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 04/11/2017 Date Made Active in Reports: 07/27/2017 Number of Days to Update: 107 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 07/13/2018 Next Scheduled EDR Contact: 10/22/2018 Data Release Frequency: Annually PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 07/25/2017 Date Made Active in Reports: 09/25/2017 Number of Days to Update: 62 Source: Department of Environmental Protection Telephone: 717-783-8990 Last EDR Contact: 07/12/2018 Next Scheduled EDR Contact: 10/29/2018 Data Release Frequency: Annually RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2017 Date Data Arrived at EDR: 02/23/2018 Date Made Active in Reports: 04/09/2018 Number of Days to Update: 45 Source: Department of Environmental Management Telephone: 401-222-2797 Last EDR Contact: 05/21/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Annually VT MANIFEST: Hazardous Waste Manifest Data Hazardous waste manifest information. Date of Government Version: 05/16/2018 Date Data Arrived at EDR: 05/23/2018 Date Made Active in Reports: 07/03/2018 Number of Days to Update: 41 Source: Department of Environmental Conservation Telephone: 802-241-3443 Last EDR Contact: 07/16/2018 Next Scheduled EDR Contact: 10/29/2018 Data Release Frequency: Annually TC5379439.2s Page GR-29 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2017 Date Data Arrived at EDR: 06/15/2018 Date Made Active in Reports: 07/09/2018 Number of Days to Update: 24 Source: Department of Natural Resources Telephone: N/A Last EDR Contact: 06/11/2018 Next Scheduled EDR Contact: 09/24/2018 Data Release Frequency: Annually Oil/Gas Pipelines Source: PennWell Corporation 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 PennWell Corporation. This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell. Electric Power Transmission Line Data Source: PennWell Corporation This map includes information copyrighted by PennWell Corporation. This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell. 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. Daycare Centers: Day Care Providers Source: Department of Health Telephone: 212-676-2444 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 TC5379439.2s Page GR-30 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: Freshwater Wetlands Source: Department of Environmental Conservation Telephone: 518-402-8961 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. TC5379439.2s Page GR-31 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING TC5379439.2s 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 principal 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 2013Version Date: 5935803 SOUTHOLD, NYTarget Property Map: USGS TOPOGRAPHIC MAP 29 ft. above sea levelElevation: 4549360.0UTM Y (Meters): 716770.8UTM X (Meters): Zone 18Universal Tranverse Mercator: 72.420027 - 72˚ 25’ 12.10’’Longitude (West): 41.068529 - 41˚ 4’ 6.70’’Latitude (North): TARGET PROPERTY COORDINATES SOUTHOLD, NY 11971 56655 ROUTE 25 THE ENCLAVES TARGET PROPERTY ADDRESS ®GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM® TC5379439.2s 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 El e v a t i o n ( f t ) El e v a t i o n ( f t ) TP TP 01/2 1 Miles✩Target Property Elevation: 29 ft. NorthSouth WestEast 1716 0 14 00 1017 2429322320191618191920 40 45 40 31 30 37 36 29 29 29 29 11 20 24 0 11 0 0 0 General ESEGeneral 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® TC5379439.2s 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. Not found Status: 1.25 miles Search Radius: Site-Specific Hydrogeological Data*: * ©1996 Site-specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation. 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 MapSOUTHOLD NATIONAL WETLAND INVENTORY NWI Electronic Data CoverageNWI Quad at Target Property FEMA FIRM Flood data36103C0167H FEMA FIRM Flood data36103C0166H FEMA FIRM Flood data36103C0159H FEMA FIRM Flood data36103C0154H Additional Panels in search area:FEMA Source Type FEMA FIRM Flood data36103C0158H 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® TC5379439.2s Page A-4 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 UNITGEOLOGIC AGE IDENTIFICATION Stratifed SequenceCategory:CenozoicEra: QuaternarySystem: PleistoceneSeries: QpCode: (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® 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. 1 5 6 1 1 3 4 5 2 8 7 2 41 0 1/16 1/8 1/4 Miles TC5379439.2s Page A-6 4.5 Max: 6 Min: Min: 4 Max: 14 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED Soils. 200), Silty passing No. than 35 pct. Materials (more Silt-Claygravelly loam27 inches18 inches 4 4.5 Max: 6 Min: Min: 4 Max: 14 50%), silt. limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Silty passing No. than 35 pct. Materials (more Silt-Clayloam 5 inches 1 inches 3 4.5 Max: 6 Min: Min: 4 Max: 14 50%), silt. limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Silty passing No. than 35 pct. Materials (more Silt-Clayloam18 inches 5 inches 2 Min: 4.5 Max: 5.5 Min: 1.4 Max: 42 soils, Peat. Highly organicA-8 plant material decomposed highly 1 inches 0 inches 1 Soil Layer Information BoundaryClassification Saturated hydraulic conductivity micro m/sec LayerUpperLowerSoil Texture ClassAASHTO GroupUnified SoilSoil Reaction (pH) > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: LowCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric Well drainedSoil Drainage Class: textures. moderately well and well drained soils with moderately coarse Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group: highly decomposed plant materialSoil Surface Texture: HavenSoil Component Name: Soil Map ID: 1 in a landscape. The following information is based on Soil Conservation Service SSURGO data. 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 ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5379439.2s Page A-7 4.5 Max: 6 Min: Min: 4 Max: 14 50%), silt. limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Silty passing No. than 35 pct. Materials (more Silt-Clayloam18 inches11 inches 2 4.5 Max: 6 Min: Min: 4 Max: 14 50%), silt. limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Silty passing No. than 35 pct. Materials (more Silt-Clayloam11 inches 0 inches 1 Soil Layer Information BoundaryClassification Saturated hydraulic conductivity micro m/sec LayerUpperLowerSoil Texture ClassAASHTO GroupUnified SoilSoil Reaction (pH) > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: LowCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric Well drainedSoil Drainage Class: textures. moderately well and well drained soils with moderately coarse Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group: loamSoil Surface Texture: HavenSoil Component Name: Soil Map ID: 2 4.5 Max: 6 Min: Min: 141 Max: 141 Well-graded sand. Clean Sands, SOILS, Sands, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granular gravelly sand stratified59 inches27 inches 5 Soil Layer Information BoundaryClassification Saturated hydraulic conductivity micro m/sec LayerUpperLowerSoil Texture ClassAASHTO GroupUnified SoilSoil Reaction (pH) ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5379439.2s Page A-8 Min: 3.6 Max: 5.5 Min: 42 Max: 141 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granular sand gravelly loamy 3 inches 0 inches 1 Soil Layer Information BoundaryClassification Saturated hydraulic conductivity micro m/sec LayerUpperLowerSoil Texture ClassAASHTO GroupUnified SoilSoil Reaction (pH) > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: LowCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric Excessively drainedSoil Drainage Class: excessively drained sands and gravels. Class A - High infiltration rates. Soils are deep, well drained toHydrologic Group: gravelly loamy sandSoil Surface Texture: PlymouthSoil Component Name: Soil Map ID: 3 4.5 Max: 6 Min: Min: 141 Max: 141 Well-graded sand. Clean Sands, SOILS, Sands, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granular gravelly sand stratified59 inches27 inches 4 4.5 Max: 6 Min: Min: 4 Max: 14 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED Soils. 200), Silty passing No. than 35 pct. Materials (more Silt-Claygravelly loam27 inches18 inches 3 Soil Layer Information BoundaryClassification Saturated hydraulic conductivity micro m/sec LayerUpperLowerSoil Texture ClassAASHTO GroupUnified SoilSoil Reaction (pH) ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5379439.2s Page A-9 > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: LowCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric Well drainedSoil Drainage Class: textures. moderately well and well drained soils with moderately coarse Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group: sandy loamSoil Surface Texture: RiverheadSoil Component Name: Soil Map ID: 4 Min: 3.6 Max: 5.5 Min: 141 Max: 141 Well-graded sand. Clean Sands, SOILS, Sands, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granular sand gravelly coarse59 inches14 inches 3 Min: 3.6 Max: 5.5 Min: 42 Max: 141 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granular sand gravelly loamy14 inches 3 inches 2 Soil Layer Information BoundaryClassification Saturated hydraulic conductivity micro m/sec LayerUpperLowerSoil Texture ClassAASHTO GroupUnified SoilSoil Reaction (pH) ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5379439.2s Page A-10 > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: LowCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric Well drainedSoil Drainage Class: textures. moderately well and well drained soils with moderately coarse Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group: sandy loamSoil Surface Texture: RiverheadSoil Component Name: Soil Map ID: 5 Min: 4.5 Max: 5.5 Min: 141 Max: 141 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED Well-graded sand. Clean Sands, SOILS, Sands, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granular gravelly sand coarse sand to stratified64 inches35 inches 4 Min: 4.5 Max: 5.5 Min: 14 Max: 42 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granular sand gravelly loamy35 inches27 inches 3 Min: 4.5 Max: 5.5 Min: 14 Max: 42 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED and Sand. Clayey Gravel 200), Silty, or passing No. pct. or less materials (35 Granularsandy loam27 inches11 inches 2 Min: 4.5 Max: 5.5 Min: 14 Max: 42 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED and Sand. Clayey Gravel 200), Silty, or passing No. pct. or less materials (35 Granularsandy loam11 inches 0 inches 1 Soil Layer Information BoundaryClassification Saturated hydraulic conductivity micro m/sec LayerUpperLowerSoil Texture ClassAASHTO GroupUnified SoilSoil Reaction (pH) ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5379439.2s Page A-11 > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: LowCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric Well drainedSoil Drainage Class: textures. moderately well and well drained soils with moderately coarse Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group: highly decomposed plant materialSoil Surface Texture: HavenSoil Component Name: Soil Map ID: 6 Min: 4.5 Max: 5.5 Min: 141 Max: 141 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED Well-graded sand. Clean Sands, SOILS, Sands, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granular gravelly sand coarse sand to stratified64 inches35 inches 4 Min: 4.5 Max: 5.5 Min: 14 Max: 42 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granular sand gravelly loamy35 inches27 inches 3 Min: 4.5 Max: 5.5 Min: 14 Max: 42 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED and Sand. Clayey Gravel 200), Silty, or passing No. pct. or less materials (35 Granularsandy loam27 inches11 inches 2 Min: 4.5 Max: 5.5 Min: 14 Max: 42 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED and Sand. Clayey Gravel 200), Silty, or passing No. pct. or less materials (35 Granularsandy loam11 inches 0 inches 1 Soil Layer Information BoundaryClassification Saturated hydraulic conductivity micro m/sec LayerUpperLowerSoil Texture ClassAASHTO GroupUnified SoilSoil Reaction (pH) ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5379439.2s Page A-12 > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: LowCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric Excessively drainedSoil Drainage Class: excessively drained sands and gravels. Class A - High infiltration rates. Soils are deep, well drained toHydrologic Group: sandSoil Surface Texture: PlymouthSoil Component Name: Soil Map ID: 7 4.5 Max: 6 Min: Min: 141 Max: 141 Well-graded sand. Clean Sands, SOILS, Sands, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granular gravelly sand stratified59 inches27 inches 5 4.5 Max: 6 Min: Min: 4 Max: 14 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED Soils. 200), Silty passing No. than 35 pct. Materials (more Silt-Claygravelly loam27 inches18 inches 4 4.5 Max: 6 Min: Min: 4 Max: 14 50%), silt. limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Silty passing No. than 35 pct. Materials (more Silt-Clayloam18 inches 5 inches 3 4.5 Max: 6 Min: Min: 4 Max: 14 50%), silt. limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Silty passing No. than 35 pct. Materials (more Silt-Clayloam 5 inches 1 inches 2 Min: 4.5 Max: 5.5 Min: 1.4 Max: 42 soils, Peat. Highly organicA-8 plant material decomposed highly 1 inches 0 inches 1 Soil Layer Information BoundaryClassification Saturated hydraulic conductivity micro m/sec LayerUpperLowerSoil Texture ClassAASHTO GroupUnified SoilSoil Reaction (pH) ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5379439.2s Page A-13 No Layer Information available. > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: Not ReportedCorrosion Potential - Uncoated Steel: Hydric Status: All hydric Very poorly drainedSoil Drainage Class: water table, or are shallow to an impervious layer. Class D - Very slow infiltration rates. Soils are clayey, have a highHydrologic Group: sandSoil Surface Texture: Tidal marshSoil Component Name: Soil Map ID: 8 Min: 3.6 Max: 5.5 Min: 141 Max: 141 Well-graded sand. Clean Sands, SOILS, Sands, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granular sand gravelly coarse59 inches27 inches 3 Min: 3.6 Max: 5.5 Min: 42 Max: 141 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED sand. Poorly graded Clean Sands, SOILS, Sands, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granularsand27 inches 3 inches 2 Min: 3.6 Max: 5.5 Min: 42 Max: 141 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED sand. Poorly graded Clean Sands, SOILS, Sands, COARSE-GRAINED Sand. 200), Fine passing No. pct. or less materials (35 Granularsand 3 inches 0 inches 1 Soil Layer Information BoundaryClassification Saturated hydraulic conductivity micro m/sec LayerUpperLowerSoil Texture ClassAASHTO GroupUnified SoilSoil Reaction (pH) ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5379439.2s Page A-14 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID Note: PWS System location is not always the same as well location. 1/4 - 1/2 Mile SWNY0004260 3 FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION FROM TPWELL IDMAP ID 1/2 - 1 Mile NNEUSGS40000837824 B22 1/2 - 1 Mile NNEUSGS40000837820 B21 1/2 - 1 Mile NNEUSGS40000837821 B20 1/2 - 1 Mile NorthUSGS40000837816 19 1/2 - 1 Mile WNWUSGS40000837722 18 1/2 - 1 Mile WNWUSGS40000837763 17 1/2 - 1 Mile WNWUSGS40000837738 16 1/2 - 1 Mile SouthUSGS40000837525 15 1/2 - 1 Mile WestUSGS40000837682 14 1/2 - 1 Mile SWUSGS40000837576 13 1/2 - 1 Mile WSWUSGS40000837616 12 1/2 - 1 Mile NWUSGS40000837773 11 1/2 - 1 Mile WNWUSGS40000837696 A10 1/2 - 1 Mile WNWUSGS40000837695 A9 1/2 - 1 Mile SWUSGS40000837566 8 1/2 - 1 Mile WSWUSGS40000837621 7 1/2 - 1 Mile SEUSGS40000837600 6 1/2 - 1 Mile ENEUSGS40000837707 5 1/2 - 1 Mile SSWUSGS40000837591 4 1/4 - 1/2 Mile SEUSGS40000837609 2 1/8 - 1/4 Mile NNWUSGS40000837694 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® TC5379439.2s Page A-15 No Wells Found STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®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. 4 0 40 8 0 4 0 4 0 4 040 4 0 4 0 4 0 40 4 0 40 40 4 0 4 0 4 0 4 0 4 0 NY TC5379439.2s Page A-17 Not ReportedFormation type: Not ReportedAquifername: USCountrycode:Not ReportedVert coord refsys: Not ReportedVertcollection method: Not ReportedVert accmeasure units: Not ReportedVertacc measure val:Not ReportedVert measure units: Not ReportedVert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-72.4145292Longitude: 41.0642666Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: S 35142. 1Monloc name: USGS-410351072245401Monloc Identifier: USGS New York Water Science CenterFormal name: USGS-NYOrg. Identifier: 2 SE 1/4 - 1/2 Mile Lower USGS40000837609FED USGS Ground-water levels, Number of Measurements: 0 Not ReportedWellholedepth units: Not ReportedWellholedepth:ftWelldepth units: 72Welldepth:Not ReportedConstruction date: Not ReportedAquifer type: Glacial Aquifer, UpperFormation type: Northern Atlantic Coastal Plain aquifer systemAquifername: USCountrycode:NGVD29Vert coord refsys: Level or other surveying methodVertcollection method: feetVert accmeasure units: 0.1Vertacc measure val:feetVert measure units: 20.0Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-72.4209183Longitude: 41.0709333Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: S 12400. 1Monloc name: USGS-410415072251701Monloc Identifier: USGS New York Water Science CenterFormal name: USGS-NYOrg. Identifier: 1 NNW 1/8 - 1/4 Mile Higher USGS40000837694FED USGS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5379439.2s Page A-18 24000Sourcemap scale:-72.4245294Longitude: 41.0617667Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: S 4091. 1Monloc name: USGS-410342072253001Monloc Identifier: USGS New York Water Science CenterFormal name: USGS-NYOrg. Identifier: 4 SSW 1/2 - 1 Mile Lower USGS40000837591FED USGS Violations information not reported. 00000096Population:UntreatedTreatment Class: SOUTHOLD (T)City Served: 072 25 36Facility Longitude:41 03 52Facility Latitude: MATTITUCK, NY 11952 PO BOX 1235 NOWAK FRANK MailingAddressee / Facility: SOUTHOLD (T) MAT-A-MAR MARINAPWS Name: Not ReportedDate Deactivated:7706Date Initiated: NY0004260PWS ID: Not ReportedZipserv:NYStateserv: Not ReportedCntyserv:Not ReportedCityserv: Not ReportedPhone:Not ReportedZip: Not ReportedState:SOUTHOLD (T)City: Not ReportedAdd2: Not ReportedAdd1: 96Popserved: GWPrimsrccd:TNCWSPwstypcd: MAT-A-MAR MARINAName: Location Information: 3 SW 1/4 - 1/2 Mile Lower NY0004260FRDS PWS Ground-water levels, Number of Measurements: 0 Not ReportedWellholedepth units: Not ReportedWellholedepth:Not ReportedWelldepth units: Not ReportedWelldepth:Not ReportedConstruction date: Not ReportedAquifer type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5379439.2s Page A-19 24000Sourcemap scale:-72.4103624Longitude: 41.0625999Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: S 44733. 1Monloc name: USGS-410345072243901Monloc Identifier: USGS New York Water Science CenterFormal name: USGS-NYOrg. Identifier: 6 SE 1/2 - 1 Mile Lower USGS40000837600FED USGS Ground-water levels, Number of Measurements: 0 Not ReportedWellholedepth units: Not ReportedWellholedepth:ftWelldepth units: 61Welldepth:Not ReportedConstruction date: Not ReportedAquifer type: Glacial Aquifer, UpperFormation type: Northern Atlantic Coastal Plain aquifer systemAquifername: USCountrycode:NGVD29Vert coord refsys: Level or other surveying methodVertcollection method: feetVert accmeasure units: 0.1Vertacc measure val:feetVert measure units: 10.0Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-72.4092513Longitude: 41.071211Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: S 12151. 1Monloc name: USGS-410416072243501Monloc Identifier: USGS New York Water Science CenterFormal name: USGS-NYOrg. Identifier: 5 ENE 1/2 - 1 Mile Lower USGS40000837707FED USGS Ground-water levels, Number of Measurements: 0 Not ReportedWellholedepth units: Not ReportedWellholedepth:ftWelldepth units: 144Welldepth:Not ReportedConstruction date: Not ReportedAquifer type: Glacial Aquifer, UpperFormation type: Northern Atlantic Coastal Plain aquifer systemAquifername: USCountrycode:NGVD29Vert coord refsys: Level or other surveying methodVertcollection method: feetVert accmeasure units: 0.1Vertacc measure val:feetVert measure units: 20.0Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5379439.2s Page A-20 1986-12-032.791986-09-042.36 1988-04-263.321987-03-203.54 1990-03-264.641989-03-012.73 1992-03-183.051991-03-203.35 1994-05-034.081993-03-233.32 1996-03-213.181995-03-203.16 1998-03-173.071997-03-144.21 2000-03-223.581999-03-233.93 2002-03-193.752001-03-203.82 2004-03-174.092003-03-173.15 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 229 Not ReportedWellholedepth units: Not ReportedWellholedepth:ftWelldepth units: 50Welldepth:195807Construction date: Not ReportedAquifer type: Glacial Aquifer, UpperFormation type: Northern Atlantic Coastal Plain aquifer systemAquifername: USCountrycode:NGVD29Vert coord refsys: Level or other surveying methodVertcollection method: feetVert accmeasure units: 0.1Vertacc measure val:feetVert measure units: 43.0Vert measure val:NAD83Horiz coord refsys: Interpolated from Digital MapHoriz Collection method: secondsHoriz Acc measure units:.1Horiz Acc measure: 24000Sourcemap scale:-72.4339167Longitude: 41.0656667Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:02030202Huc code: LAT/LONG UPDATES FROM SIM 3066Monloc desc: WellMonloc type: S 16780. 1Monloc name: USGS-410356072260301Monloc Identifier: USGS New York Water Science CenterFormal name: USGS-NYOrg. Identifier: 7 WSW 1/2 - 1 Mile Higher USGS40000837621FED USGS Ground-water levels, Number of Measurements: 0 Not ReportedWellholedepth units: Not ReportedWellholedepth:ftWelldepth units: 39Welldepth:Not ReportedConstruction date: Not ReportedAquifer type: Not ReportedFormation type: Not ReportedAquifername: USCountrycode:Not ReportedVert coord refsys: Not ReportedVertcollection method: Not ReportedVert accmeasure units: Not ReportedVertacc measure val:Not ReportedVert measure units: Not ReportedVert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5379439.2s Page A-21 1967-03-312.711967-02-281.81 1967-05-253.191967-04-263.05 1967-07-253.401967-06-273.43 1967-10-032.861967-08-303.09 1967-11-282.411967-10-312.59 1968-01-292.651967-12-272.33 1968-03-293.281968-02-272.54 1968-05-213.011968-04-253.26 1968-07-302.371968-07-012.83 1968-09-272.871968-08-301.99 1968-11-271.971968-10-251.74 1969-01-272.211969-01-032.05 1969-05-012.851969-03-282.71 1969-06-272.691969-05-232.98 1969-08-272.431969-07-302.45 1969-11-042.341969-09-302.33 1969-12-222.461969-11-242.39 1970-03-113.351970-02-253.52 1970-05-114.061970-04-093.62 1970-07-233.121970-06-153.58 1970-10-082.441970-08-282.71 1970-11-252.581970-10-262.35 1971-01-282.521971-01-062.53 1971-03-123.141971-02-223.04 1971-05-282.941971-04-233.06 1971-06-262.621971-06-072.83 1971-09-012.121971-07-272.22 1971-12-172.341971-09-232.07 1972-07-074.161972-03-212.85 1972-12-293.511972-10-023.19 1973-06-194.221973-03-294.28 1973-12-212.591973-09-273.35 1974-06-113.461974-03-213.19 1975-01-022.141974-09-192.27 1975-06-303.281975-04-083.26 1976-01-092.831975-10-092.58 1976-06-302.731976-04-143.48 1977-01-122.311976-09-272.61 1977-06-302.711977-04-072.81 1978-03-284.191977-10-122.36 1979-01-102.971978-10-065.55 1979-03-305.181979-02-015.01 1979-10-032.731979-06-203.92 1980-03-252.061980-01-092.47 1980-10-013.511980-06-273.23 1981-03-314.401981-01-153.18 1981-09-151.821981-06-183.91 1982-03-183.861981-12-172.21 1982-09-214.911982-06-165.49 1983-03-184.021982-12-294.10 1983-09-233.841983-06-224.98 1984-04-115.251983-12-304.93 1984-09-274.391984-06-225.04 1985-03-282.761985-01-093.23 1986-06-033.011985-07-112.54 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, continued. ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5379439.2s Page A-22 8 SW 1/2 - 1 Mile Lower USGS40000837566FED USGS 1958-09-303.15 1959-01-073.261958-11-063.28 1959-03-023.081959-01-292.93 1959-05-043.851959-04-143.57 1959-07-073.211959-06-083.41 1959-08-313.161959-07-293.33 1959-10-272.761959-09-282.90 1959-12-292.591959-11-232.58 1960-02-293.101960-02-012.75 1960-05-043.691960-04-063.73 1960-06-283.251960-06-083.47 1960-09-022.591960-08-022.79 1960-11-032.841960-10-042.93 1961-01-042.731960-12-072.60 1961-04-043.581961-02-283.19 1961-05-313.901961-05-013.77 1961-07-263.271961-06-293.67 1961-10-043.291961-09-062.93 1961-11-302.971961-11-013.26 1962-02-063.361962-01-042.77 1962-04-033.991962-03-054.01 1962-05-313.431962-05-013.81 1962-07-262.581962-07-033.03 1962-10-022.421962-08-312.44 1962-12-042.771962-10-292.57 1963-01-303.001962-12-272.90 1963-03-273.521963-02-253.50 1963-05-282.791963-05-013.05 1963-07-312.381963-07-022.58 1963-09-272.081963-09-042.16 1963-12-022.031963-11-052.47 1964-01-302.291963-12-271.91 1964-03-262.841964-02-252.49 1964-05-273.541964-04-293.27 1964-07-292.701964-07-012.94 1964-09-302.171964-08-313.13 1964-11-232.041964-10-262.14 1965-01-282.141964-12-282.05 1965-03-293.061965-03-022.82 1965-05-252.861965-04-222.99 1965-07-262.241965-06-282.52 1965-09-292.081965-08-302.13 1965-11-301.941965-11-012.01 1966-02-011.831965-12-281.90 1966-03-252.221966-02-282.20 1966-06-072.171966-04-282.04 1966-07-271.671966-06-302.04 1966-09-281.951966-08-311.45 1966-11-281.641966-10-281.61 1967-01-261.731966-12-271.69 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, continued. ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5379439.2s Page A-23 Ground-water levels, Number of Measurements: 0 ftWellholedepth units: 97Wellholedepth:ftWelldepth units: 78Welldepth:19651207Construction date: Not ReportedAquifer type: Not ReportedFormation type: Not ReportedAquifername: USCountrycode:NGVD29Vert coord refsys: Level or other surveying methodVertcollection method: feetVert accmeasure units: 0.1Vertacc measure val:feetVert measure units: 45.0Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-72.4348075Longitude: 41.0709334Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: S 24850. 1Monloc name: USGS-410415072260701Monloc Identifier: USGS New York Water Science CenterFormal name: USGS-NYOrg. Identifier: A9 WNW 1/2 - 1 Mile Higher USGS40000837695FED USGS Ground-water levels, Number of Measurements: 0 Not ReportedWellholedepth units: Not ReportedWellholedepth:ftWelldepth units: 44Welldepth:Not ReportedConstruction date: Not ReportedAquifer type: Not ReportedFormation type: Not ReportedAquifername: USCountrycode:Not ReportedVert coord refsys: Not ReportedVertcollection method: Not ReportedVert accmeasure units: Not ReportedVertacc measure val:Not ReportedVert measure units: Not ReportedVert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-72.4284184Longitude: 41.0592667Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: S 44872. 1Monloc name: USGS-410333072254401Monloc Identifier: USGS New York Water Science CenterFormal name: USGS-NYOrg. Identifier: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5379439.2s Page A-24 Glacial Aquifer, UpperFormation type: Northern Atlantic Coastal Plain aquifer systemAquifername: USCountrycode:NGVD29Vert coord refsys: Level or other surveying methodVertcollection method: feetVert accmeasure units: 0.1Vertacc measure val:feetVert measure units: 40.0Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-72.431752Longitude: 41.0767667Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: S 7123. 1Monloc name: USGS-410436072255601Monloc Identifier: USGS New York Water Science CenterFormal name: USGS-NYOrg. Identifier: 11 NW 1/2 - 1 Mile Higher USGS40000837773FED USGS Ground-water levels, Number of Measurements: 0 Not ReportedWellholedepth units: Not ReportedWellholedepth:ftWelldepth units: 97Welldepth:Not ReportedConstruction date: Not ReportedAquifer type: Not ReportedFormation type: Not ReportedAquifername: USCountrycode:Not ReportedVert coord refsys: Not ReportedVertcollection method: Not ReportedVert accmeasure units: Not ReportedVertacc measure val:Not ReportedVert measure units: Not ReportedVert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: minutesHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-72.4348075Longitude: 41.0709334Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: S 24850. 1 FILTEREDMonloc name: USGS-410415072260702Monloc Identifier: USGS New York Water Science CenterFormal name: USGS-NYOrg. Identifier: A10 WNW 1/2 - 1 Mile Higher USGS40000837696FED USGS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5379439.2s Page A-25 1954-01-263.801953-12-223.50 1954-03-243.461954-02-233.59 1954-05-263.941954-04-273.64 1954-07-272.991954-07-013.42 1954-09-244.501954-08-243.11 1954-12-283.881954-11-193.99 1955-02-244.021955-01-244.12 1955-04-263.761955-03-313.73 1955-07-262.751955-06-223.25 1955-10-072.841955-08-242.88 1955-11-294.301955-11-033.61 1956-01-243.961955-12-294.38 1956-03-304.271956-03-013.97 1956-05-284.721956-04-304.88 1956-09-263.101956-06-264.21 1957-07-022.761956-12-262.79 1957-08-282.271957-07-262.39 1957-10-232.241957-09-242.26 1957-12-182.301957-12-022.19 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 89 Not ReportedWellholedepth units: Not ReportedWellholedepth:ftWelldepth units: 52Welldepth:Not ReportedConstruction date: Not ReportedAquifer type: Not ReportedFormation type: Not ReportedAquifername: USCountrycode:NGVD29Vert coord refsys: Level or other surveying methodVertcollection method: feetVert accmeasure units: 0.1Vertacc measure val:feetVert measure units: 43.5Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-72.4356408Longitude: 41.0653779Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: S 6532. 1Monloc name: USGS-410355072261001Monloc Identifier: USGS New York Water Science CenterFormal name: USGS-NYOrg. Identifier: 12 WSW 1/2 - 1 Mile Higher USGS40000837616FED USGS Ground-water levels, Number of Measurements: 0 Not ReportedWellholedepth units: Not ReportedWellholedepth:ftWelldepth units: 84Welldepth:Not ReportedConstruction date: Not ReportedAquifer type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5379439.2s Page A-26 Not ReportedFormation type: Not ReportedAquifername: USCountrycode:Not ReportedVert coord refsys: Not ReportedVertcollection method: Not ReportedVert accmeasure units: Not ReportedVertacc measure val:Not ReportedVert measure units: Not ReportedVert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-72.431474Longitude: 41.0598223Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: S 6529. 1Monloc name: USGS-410335072255501Monloc Identifier: USGS New York Water Science CenterFormal name: USGS-NYOrg. Identifier: 13 SW 1/2 - 1 Mile Higher USGS40000837576FED USGS 1949-08-152.87 1949-09-302.451949-08-242.80 1949-12-052.211949-10-272.40 1950-02-011.991949-12-292.11 1950-03-282.031950-02-271.95 1950-05-242.121950-04-252.03 1950-08-292.271950-06-272.23 1950-11-012.261950-10-042.41 1950-12-282.361950-11-292.29 1951-02-282.711951-02-012.38 1951-04-264.001951-03-293.38 1951-07-034.221951-06-043.82 1951-08-302.991951-07-303.25 1951-11-012.651951-10-022.73 1951-12-202.761951-11-292.86 1952-02-284.051952-01-313.27 1952-04-254.531952-03-274.33 1952-06-264.101952-05-294.31 1952-08-283.951952-07-243.70 1952-11-063.191952-09-253.66 1952-12-232.861952-12-042.92 1953-02-263.061953-02-032.89 1953-05-045.481953-04-023.86 1953-06-264.881953-05-275.52 1953-08-263.511953-08-043.88 1953-12-023.021953-10-082.97 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, continued. ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5379439.2s Page A-27 Not ReportedWellholedepth units: Not ReportedWellholedepth:ftWelldepth units: 65Welldepth:Not ReportedConstruction date: Not ReportedAquifer type: Glacial Aquifer, UpperFormation type: Northern Atlantic Coastal Plain aquifer systemAquifername: USCountrycode:NGVD29Vert coord refsys: Level or other surveying methodVertcollection method: feetVert accmeasure units: 0.1Vertacc measure val:feetVert measure units: 39.0Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-72.4364742Longitude: 41.0701001Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:02030202Huc code: Not ReportedMonloc desc: WellMonloc type: S 53338. 1Monloc name: USGS-410412072261301Monloc Identifier: USGS New York Water Science CenterFormal name: USGS-NYOrg. Identifier: 14 West 1/2 - 1 Mile Higher USGS40000837682FED USGS 1949-08-082.48 1949-10-272.131949-08-252.40 1950-02-011.681949-12-291.82 1950-04-251.891950-02-271.88 1950-06-272.041950-05-241.94 1950-08-292.051950-07-252.08 1950-11-012.001950-10-042.04 1950-12-282.131950-11-292.12 1951-02-282.591951-02-012.13 1951-04-263.511951-03-293.08 1951-07-033.041951-06-043.24 1951-08-302.531951-07-302.71 1951-11-292.491951-10-022.33 1952-03-273.751951-12-202.41 1952-05-293.651952-04-253.69 1952-09-253.081952-08-283.37 1953-05-274.501953-05-044.49 1953-11-042.511953-10-082.68 1953-12-222.811953-12-022.58 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 37 Not ReportedWellholedepth units: Not ReportedWellholedepth:ftWelldepth units: 33Welldepth:Not ReportedConstruction date: Not ReportedAquifer type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5379439.2s Page A-28 Ground-water levels, Number of Measurements: 0 Not ReportedWellholedepth units: Not ReportedWellholedepth:ftWelldepth units: 35Welldepth:Not ReportedConstruction date: Not ReportedAquifer type: Not ReportedFormation type: Not ReportedAquifername: USCountrycode:Not ReportedVert coord refsys: Not ReportedVertcollection method: Not ReportedVert accmeasure units: Not ReportedVertacc measure val:Not ReportedVert measure units: Not ReportedVert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-72.4186959Longitude: 41.0553778Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: S 39960. 1Monloc name: USGS-410319072250901Monloc Identifier: USGS New York Water Science CenterFormal name: USGS-NYOrg. Identifier: 15 South 1/2 - 1 Mile Lower USGS40000837525FED USGS 1975-12-171.921975-10-061.75 1976-06-301.981976-03-312.93 1977-01-051.541976-10-011.71 1977-06-222.001977-04-062.10 1977-12-151.711977-09-261.32 1978-08-042.021978-03-313.81 1978-12-292.301978-10-102.93 1979-06-063.371979-03-065.24 1979-12-071.291979-09-061.74 1980-06-232.591980-03-011.47 1980-12-180.941980-09-111.37 1981-06-050.981981-03-050.79 1981-12-040.911981-09-290.81 1982-06-144.181982-03-112.19 1982-12-211.641982-09-212.62 1984-12-262.201983-03-302.50 1985-06-111.541985-03-061.73 1985-12-101.501985-09-051.37 1986-06-102.251986-03-171.98 1986-12-151.941986-09-221.64 1987-06-183.701987-03-093.65 1987-12-081.601987-09-152.04 1988-06-202.551988-03-232.29 1994-03-143.451990-03-093.26 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 48 ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5379439.2s Page A-29 Not ReportedFormation type: Not ReportedAquifername: USCountrycode:Not ReportedVert coord refsys: Not ReportedVertcollection method: Not ReportedVert accmeasure units: Not ReportedVertacc measure val:Not ReportedVert measure units: Not ReportedVert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:3Horiz Acc measure: 24000Sourcemap scale:-72.4353632Longitude: 41.0751Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: S 83472. 1Monloc name: USGS-410430072260901Monloc Identifier: USGS New York Water Science CenterFormal name: USGS-NYOrg. Identifier: 17 WNW 1/2 - 1 Mile Higher USGS40000837763FED USGS Ground-water levels, Number of Measurements: 0 ftWellholedepth units: 83Wellholedepth:ftWelldepth units: 82Welldepth:19651207Construction date: Not ReportedAquifer type: Not ReportedFormation type: Not ReportedAquifername: USCountrycode:NGVD29Vert coord refsys: Level or other surveying methodVertcollection method: feetVert accmeasure units: 0.1Vertacc measure val:feetVert measure units: 47.0Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-72.4361965Longitude: 41.0737112Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: S 24851. 1Monloc name: USGS-410425072261201Monloc Identifier: USGS New York Water Science CenterFormal name: USGS-NYOrg. Identifier: 16 WNW 1/2 - 1 Mile Higher USGS40000837738FED USGS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5379439.2s Page A-30 1952-12-232.961952-12-043.04 1953-05-045.471953-04-022.76 1953-06-265.821953-05-275.89 1953-08-263.951953-08-044.16 1953-10-292.901953-10-083.12 1953-12-223.491953-12-023.03 1954-07-013.591954-03-243.49 1954-10-284.351954-09-244.44 1955-03-313.891954-12-283.97 1955-08-242.961955-06-223.42 1955-12-294.291955-10-072.80 1956-09-263.181956-06-264.48 1957-07-012.921956-12-262.82 1957-08-302.341957-07-312.50 1957-10-242.301957-09-262.33 1958-01-032.391957-12-032.23 1958-02-273.961958-01-303.34 1958-05-076.261958-04-014.57 1958-06-265.641958-05-296.06 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 78 Not ReportedWellholedepth units: Not ReportedWellholedepth:ftWelldepth units: 45Welldepth:Not ReportedConstruction date: Not ReportedAquifer type: Not ReportedFormation type: Not ReportedAquifername: USCountrycode:NGVD29Vert coord refsys: Level or other surveying methodVertcollection method: feetVert accmeasure units: 0.1Vertacc measure val:feetVert measure units: 43.6Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-72.4370298Longitude: 41.0723223Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: S 6522. 1Monloc name: USGS-410420072261501Monloc Identifier: USGS New York Water Science CenterFormal name: USGS-NYOrg. Identifier: 18 WNW 1/2 - 1 Mile Higher USGS40000837722FED USGS Ground-water levels, Number of Measurements: 0 Not ReportedWellholedepth units: Not ReportedWellholedepth:ftWelldepth units: 85Welldepth:Not ReportedConstruction date: Not ReportedAquifer type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5379439.2s Page A-31 1959-07-292.321958-09-301.47 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 63 Not ReportedWellholedepth units: Not ReportedWellholedepth:ftWelldepth units: 61Welldepth:Not ReportedConstruction date: Not ReportedAquifer type: Not ReportedFormation type: Not ReportedAquifername: USCountrycode:NGVD29Vert coord refsys: Level or other surveying methodVertcollection method: feetVert accmeasure units: 0.1Vertacc measure val:feetVert measure units: 13.7Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-72.4217517Longitude: 41.0820443Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: S 6528. 1Monloc name: USGS-410455072252001Monloc Identifier: USGS New York Water Science CenterFormal name: USGS-NYOrg. Identifier: 19 North 1/2 - 1 Mile Lower USGS40000837816FED USGS 1949-08-242.921949-08-093.05 1949-10-272.481949-09-302.60 1949-12-292.221949-12-052.33 1950-02-271.991950-02-012.03 1950-04-241.781950-03-281.89 1950-06-272.751950-05-241.98 1950-08-292.271950-07-252.19 1950-11-012.271950-10-042.34 1950-12-282.681950-11-292.30 1951-02-282.671951-02-012.38 1951-04-263.941951-03-293.29 1951-07-033.791951-06-044.04 1951-08-303.091951-07-303.37 1951-11-012.701951-10-032.80 1951-12-202.831951-11-292.93 1952-02-283.751952-01-313.21 1952-04-254.631952-03-274.34 1952-06-264.261952-05-294.49 1952-08-284.011952-07-243.82 1952-11-063.291952-09-253.92 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, continued. ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5379439.2s Page A-32 Not ReportedFormation type: Not ReportedAquifername: USCountrycode:Not ReportedVert coord refsys: Not ReportedVertcollection method: Not ReportedVert accmeasure units: Not ReportedVertacc measure val:Not ReportedVert measure units: Not ReportedVert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-72.416196Longitude: 41.0823221Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: S 31161. 1Monloc name: USGS-410456072250001Monloc Identifier: USGS New York Water Science CenterFormal name: USGS-NYOrg. Identifier: B20 NNE 1/2 - 1 Mile Lower USGS40000837821FED USGS 1949-07-132.32 1949-08-241.401949-08-061.21 1949-10-252.681949-09-291.28 1949-12-29-0.021949-12-052.25 1950-02-270.471950-02-011.28 1950-04-250.831950-03-280.90 1950-06-271.551950-05-240.77 1950-08-291.651950-07-251.18 1950-11-011.911950-10-041.12 1950-12-281.961950-11-291.64 1951-02-281.481951-02-011.03 1951-04-261.481951-03-291.09 1951-07-031.781951-06-042.17 1951-08-301.881951-07-301.47 1951-11-012.921951-10-022.66 1951-12-201.271951-11-292.71 1952-02-282.941952-01-311.18 1952-04-251.531952-03-271.42 1952-06-261.721952-05-281.69 1952-08-281.241952-07-241.52 1952-11-062.161952-09-251.41 1952-12-232.291952-12-041.78 1953-05-042.391953-04-021.95 1953-06-261.391953-05-272.91 1953-08-261.481953-08-041.23 1953-10-291.741953-10-081.92 1953-12-231.631953-12-022.74 1958-02-262.071958-01-292.38 1958-05-073.461958-03-283.65 1958-06-262.301958-05-293.11 1958-09-022.271958-07-312.17 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, continued. ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5379439.2s Page A-33 Not ReportedFormation type: Not ReportedAquifername: USCountrycode:Not ReportedVert coord refsys: Not ReportedVertcollection method: Not ReportedVert accmeasure units: Not ReportedVertacc measure val:Not ReportedVert measure units: Not ReportedVert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-72.416196Longitude: 41.0825999Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: S 34316. 1Monloc name: USGS-410457072250001Monloc Identifier: USGS New York Water Science CenterFormal name: USGS-NYOrg. Identifier: B22 NNE 1/2 - 1 Mile Lower USGS40000837824FED USGS Ground-water levels, Number of Measurements: 0 Not ReportedWellholedepth units: Not ReportedWellholedepth:Not ReportedWelldepth units: Not ReportedWelldepth:Not ReportedConstruction date: Not ReportedAquifer type: Not ReportedFormation type: Not ReportedAquifername: USCountrycode:Not ReportedVert coord refsys: Not ReportedVertcollection method: Not ReportedVert accmeasure units: Not ReportedVertacc measure val:Not ReportedVert measure units: Not ReportedVert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-72.4156405Longitude: 41.0823221Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: S 29741. 1Monloc name: USGS-410456072245801Monloc Identifier: USGS New York Water Science CenterFormal name: USGS-NYOrg. Identifier: B21 NNE 1/2 - 1 Mile Lower USGS40000837820FED USGS Ground-water levels, Number of Measurements: 0 Not ReportedWellholedepth units: Not ReportedWellholedepth:Not ReportedWelldepth units: Not ReportedWelldepth:Not ReportedConstruction date: Not ReportedAquifer type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5379439.2s Page A-34 Ground-water levels, Number of Measurements: 0 Not ReportedWellholedepth units: Not ReportedWellholedepth:Not ReportedWelldepth units: Not ReportedWelldepth:Not ReportedConstruction date: Not ReportedAquifer type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5379439.2s Page A-35 0%2%98%1.010 pCi/LBasement 0%0%100%0.670 pCi/LLiving Area % >20 pCi/L% 4-20 pCi/L% <4 pCi/LAverage ActivityArea Number of sites tested: 183 Federal Area Radon Information for SUFFOLK COUNTY, NY : 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 SUFFOLK County: 3 8.61.582.477SOUTHOLDSUFFOLK 2.80.80.9924SOUTHAMPTONSUFFOLK 42.61.483.0260SMITHTOWNSUFFOLK 1.11.11.11SHELTER ISLANDSUFFOLK 8.91.262.189RIVERHEADSUFFOLK 2.51.121.434NORTHPORTSUFFOLK 10.40.741.1961ISLIPSUFFOLK 22.21.472.13146HUNTINGTONSUFFOLK 4.71.161.5519E. HAMPTONSUFFOLK 7.51.221.61117BROOKHAVENSUFFOLK 5.50.761.0749BABYLONSUFFOLK _________________________________________ Max ResultGeo MeanAvg ResultNum TestsTownCounty Radon Test Results State Database: NY 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: Freshwater Wetlands Source: Department of Environmental Conservation Telephone: 518-402-8961 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. TC5379439.2s 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 New York Public Water Wells Source: New York Department of Health Telephone: 518-458-6731 OTHER STATE DATABASE INFORMATION Oil and Gas Well Database Department of Environmental Conservation Telephone: 518-402-8072 These files contain records, in the database, of wells that have been drilled. RADON State Database: NY Radon Source: Department of Health Telephone: 518-402-7556 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 TC5379439.2s Page PSGR-2 PHYSICAL SETTING SOURCE RECORDS SEARCHED 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. TC5379439.2s Page PSGR-3 PHYSICAL SETTING SOURCE RECORDS SEARCHED P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA APPENDIX H TIER 1 VAPOR ENCROACHMENT SCREENING neercS tnemhcaorcnE ropaV RDE teehskroW tnemhcaorcnE ropaV s’RDE gnisu deraperP 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com The Enclaves 56655 Route 25 Southold, NY 11971 Inquiry Number: 5379439.2s August 24, 2018 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. SECTION PAGE Executive Summary ES1 Primary Map 2 Secondary Map 3 Map Findings 4 Record Sources and Currency GR-1 Disclaimer - Copyright and Trademark Notice The EDR Vapor Encroachment Worksheet enables EDR's customers to make certain online modifications that effects maps, text and calculations contained in this Report. As a result, maps, text and calculations contained in this Report may have been so modified. EDR has not taken any action to verify any such modifications, and this report and the findings set forth herein must be read in light of this fact. Environmental Data Resources shall not be responsible for any customer's decision to include or not include in any final report any records determined to be within the relevant minimum search distances. This report contains 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 ANYSUCH 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 OR 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, 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 produce information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2018 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 TC Page 1 A search of available environmental records was conducted by EDR. The report was designed to assist parties seeking to meet the search requirements of the ASTM Standard Practice for Assessment of Vapor Encroachment into Structures on Property Involved in Real Estate Transactions (E 2600). STANDARD ENVIRONMENTAL RECORDS Default Area of Concern (Miles)*pr o p e r t y 1/ 1 0 > 1 / 1 0 Federal NPL site list 1.0 0 0 0 Federal Delisted NPL site list 1.0 0 0 0 Federal CERCLIS list 0.5 0 0 0 Federal CERCLIS NFRAP site list 0.5 0 0 0 Federal RCRA CORRACTS facilities list 1.0 0 0 0 Federal RCRA non-CORRACTS TSD facilities list 0.5 0 0 0 Federal RCRA generators list 0.25 0 0 0 Federal institutional controls / engineering controls registries 0.5 0 0 0 Federal ERNS list property 0 -- State- and tribal - equivalent NPL not searched --- State- and tribal - equivalent CERCLIS 1.0 0 0 0 State and tribal landfill and/or solid waste disposal site lists 0.5 0 0 0 State and tribal leaking storage tank lists 0.5 0 0 1 State and tribal registered storage tank lists 0.5 0 0 0 State and tribal institutional control / engineering control registries 0.5 0 0 0 State and tribal voluntary cleanup sites 0.5 0 0 0 State and tribal Brownfields sites 0.5 0 0 0 ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists 0.5 0 0 0 Local Lists of Landfill / Solid Waste Disposal Sites 0.5 0 0 0 Local Lists of Hazardous waste / Contaminated Sites 1.0 0 0 0 Local Lists of Registered Storage Tanks 0.25 0 0 0 Local Land Records 0.25 0 0 0 Records of Emergency Release Reports 0.125 0 0 0 Other Ascertainable Records 1.0 0 0 0 EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records 1.0 0 0 0 Exclusive Recovered Govt. Archives property 0 -- EXECUTIVE SUMMARY TC EXECUTIVE SUMMARY 1 *The Default Area of Concern may be adjusted by the environmental professional using experience and professional judgement. Each category may include several databases, and each database may have a different distance. A list of individual databases is provided at the back of this report. EDR RECOVERED GOVERNMENT ARCHIVES EDR Exclusive Records 1.0 0 0 0 Exclusive Recovered Govt. Archives property 0 -- EXECUTIVE SUMMARY TC EXECUTIVE SUMMARY 2 TARGET PROPERTY INFORMATION ADDRESS THE ENCLAVES 56655 ROUTE 25 SOUTHOLD, NY 11971 COORDINATES Latitude (North):41.068529 - 41° 4¢ 6.697998² Longitude (West):72.420027 - 72° 25¢ 12.1032715² Elevation:29 ft. above sea level EXECUTIVE SUMMARY TC EXECUTIVE SUMMARY 3 8 SEARCH RESULTS Unmappable (orphan) sites are not considered in the foregoing analysis. STANDARD ENVIRONMENTAL RECORDS ADDITIONAL ENVIRONMENTAL RECORDS EDR HIGH RISK HISTORICAL RECORDS EDR RECOVERED GOVERNMENT ARCHIVES Name Address Dist/Dir Map ID Page TAPLIN RESIDENCE 1610 BOISSEAU AVE 1/10 - 1/3 NW u 1 LTANKS: LTANKS Name Address Dist/Dir Map ID Page Not Reported Name Address Dist/Dir Map ID Page Not Reported Name Address Dist/Dir Map ID Page Not Reported EXECUTIVE SUMMARY TC EXECUTIVE SUMMARY 4 . BeginOC-start-Wetlands-BeginOC-startBeginOC-start-- State Wetlands-BeginOC-startBeginOC-end-BeginOC-end-- State WetlandsBeginOC-start-- National Wetlands Inventory-BeginOC-startBeginOC-end-BeginOC-end-- National Wetlands InventoryBeginOC-end-BeginOC-end-WetlandsBeginOC-start-Water-BeginOC-startBeginOC-end-BeginOC-end-WaterBeginOC-start-Power Transmission Lines / Oil & Gas Pipelines-BeginOC-startBeginOC-end-BeginOC-end-Power Transmission Lines / Oil & Gas PipelinesBeginOC-start-Flood Zones-BeginOC-startBeginOC-start-- 500 Year Zone-BeginOC-startBeginOC-end-BeginOC-end-- 500 Year ZoneBeginOC-start-- 100 Year Zone-BeginOC-startBeginOC-end-BeginOC-end-- 100 Year ZoneBeginOC-end-BeginOC-end-Flood ZonesBeginOC-start-Streets-BeginOC-startBeginOC-end-BeginOC-end-StreetsBeginOC-start-Railroads-BeginOC-startBeginOC-end-BeginOC-end-RailroadsBeginOC-start-Target Property Location-BeginOC-startBeginOC-end-BeginOC-end-Target Property LocationBeginOC-start-Federal DOD Records-BeginOC-startBeginOC-end-BeginOC-end-Federal DOD RecordsBeginOC-start-Indian Reservations BIA-BeginOC-startBeginOC-end-BeginOC-end-Indian Reservations BIABeginOC-start-National Priority List Records-BeginOC-startBeginOC-end-BeginOC-end-National Priority List RecordsBeginOC-start-Search Rings-BeginOC-startBeginOC-end-BeginOC-end-Search Rings 1 . BeginOC-start-Wetlands-BeginOC-startBeginOC-start-- State Wetlands-BeginOC-startBeginOC-end-BeginOC-end-- State WetlandsBeginOC-start-- National Wetlands Inventory-BeginOC-startBeginOC-end-BeginOC-end-- National Wetlands InventoryBeginOC-end-BeginOC-end-WetlandsBeginOC-start-Water-BeginOC-startBeginOC-end-BeginOC-end-WaterBeginOC-start-Power Transmission Lines / Oil & Gas Pipelines-BeginOC-startBeginOC-end-BeginOC-end-Power Transmission Lines / Oil & Gas PipelinesBeginOC-start-Flood Zones-BeginOC-startBeginOC-start-- 500 Year Zone-BeginOC-startBeginOC-end-BeginOC-end-- 500 Year ZoneBeginOC-start-- 100 Year Zone-BeginOC-startBeginOC-end-BeginOC-end-- 100 Year ZoneBeginOC-end-BeginOC-end-Flood ZonesBeginOC-start-Streets-BeginOC-startBeginOC-end-BeginOC-end-StreetsBeginOC-start-Railroads-BeginOC-startBeginOC-end-BeginOC-end-RailroadsBeginOC-start-Contour Lines-BeginOC-start BeginOC-start-Contour Lines-OffBeginOC-start 40 4 0 4 0 4 0 40 4 0 4 0 40 40 40 4 0 4 0 4 0 4 0 BeginOC-end-BeginOC-end-Contour LinesBeginOC-start-Target Property Location-BeginOC-startBeginOC-end-BeginOC-end-Target Property LocationBeginOC-start-Federal DOD Records-BeginOC-startBeginOC-end-BeginOC-end-Federal DOD RecordsBeginOC-start-Indian Reservations BIA-BeginOC-startBeginOC-end-BeginOC-end-Indian Reservations BIABeginOC-start-National Priority List Records-BeginOC-startBeginOC-end-BeginOC-end-National Priority List RecordsBeginOC-start-Search Rings-BeginOC-startBeginOC-end-BeginOC-end-Search Rings 1 LEGEND DATABASE ACRONYM: Applicable categories (A hoverbox with database description). FACILITY NAME FACILITY ADDRESS, CITY, ST, ZIP EDR SITE ID NUMBER u MAP ID# Direction Distance Range (Distance feet / miles) Relative Elevation Feet Above Sea Level ASTM 2600 Record Sources found in this report. Each database searched has been assigned to one or more categories. For detailed information about categorization, see the section of the report Records Searched and Currency. Worksheet: Comments: Comments may be added on the online Vapor Encroachment Worksheet. TAPLIN RESIDENCE 1610 BOISSEAU AVE, SOUTHOLD, NY,S100878998 u 1 NW 1/10 - 1/3 (995 ft. / 0.188 mi.) 2 ft. Lower Elevation 27 ft. Above Sea Level State and tribal leaking storage tank lists Worksheet: Impact on Target Property: VEC does not exist Comments: The source is not within the area of concern, based on its distance, gradient and suspected chemical of concern. Conditions: Petroleum Hydrocarbon Chemicals of Concern: YES LTANKS: State and tribal leaking storage tank lists Facility ID:9314230 Site ID:110476 Closed Date:1994-06-14 Spill Number:9314230 Spill Date:1994-03-05 Spill Cause:Tank Failure Spill Source:Private Dwelling Spill Class:C3 Cleanup Ceased:1994-06-14 SWIS:5238 Investigator:BPAUSTIN Referred To:Not Reported Reported to Dept:1993-03-05 CID:Not Reported Water Affected:Not Reported Spill Notifier:Responsible Party Last Inspection:Not Reported Recommended Penalty:False Meets Standard:True MAP FINDINGS TC Page 8 TAPLIN RESIDENCE, 1610 BOISSEAU AVE, SOUTHOLD, NY (Continued) UST Involvement:False Remediation Phase:0 Date Entered In Computer:1994-03-07 Spill Record Last Update:2001-01-31 Spiller Name:Not Reported Spiller Company:GIFFORDS Spiller Address:Not Reported Spiller County:001 Spiller Contact:Not Reported Spiller Phone:Not Reported Spiller Extention:Not Reported DEC Region:1 DER Facility ID:96782 DEC Memo:"Prior to Sept, 2004 data translation this spill Lead_DEC Field was AUSTIN 06/14/94: PER MR TUPLIN, HE CANNOT FIND ANY EVIDENCE OF A SPILL NEAR FILL & VENT, A/G TANK IN BASEMENT. " Remarks:"AT TAPLIN RESIDENCE, DRIVER OVERFILLED TANK & CLEANED UP," All Materials: Site ID:110476 Operable Unit ID:996156 Operable Unit:01 Material ID:389564 Material Code:0001A Material Name:#2 fuel oil Case No.:Not Reported Material FA:Petroleum Quantity:1.00 Units:G Recovered:.00 Oxygenate:Not Reported MAP FINDINGS TC Page 9 EN V I R O N M E N T A L R E C O R D S Fe d e r a l N P L s i t e l i s t US N P L N a t i o n a l P r i o r i t y L i s t EP A 05/13/201805/30/201806/22/2018 US P r o p o s e d N P L P r o p o s e d N a t i o n a l P r i o r i t y L i s t S i t e s E P A 05/13/201805/30/201806/22/2018 US N P L L I E N S F e d e r a l S u p e r f u n d L i e n s EP A 10/15/199102/02/199403/30/1994 Fe d e r a l C E R C L I S l i s t US S E M S S u p e r f u n d E n t e r p r i s e M a n a g e m e n t S y s t e m E P A 05/18/201805/30/201806/22/2018 Fe d e r a l R C R A C O R R A C T S f a c i l i t i e s l i s t US C O R R A C T S C o r r e c t i v e A c t i o n R e p o r t EP A 03/01/201803/28/201806/22/2018 Fe d e r a l R C R A T S D f a c i l i t i e s l i s t US R C R A - T S D F R C R A - T r e a t m e n t , S t o r a g e a n d D i s p o s a l E n v i r o n m e n t a l P r o t e c t i o n A g e n c y 0 3 / 0 1 / 2 0 1 8 0 3 / 2 8 / 2 0 1 8 0 6 / 2 2 / 2 0 1 8 Fe d e r a l R C R A g e n e r a t o r s l i s t US R C R A - L Q G R C R A - L a r g e Q u a n t i t y G e n e r a t o r s E n v i r o n m e n t a l P r o t e c t i o n A g e n c y 0 3 / 0 1 / 2 0 1 8 0 3 / 2 8 / 2 0 1 8 0 6 / 2 2 / 2 0 1 8 US R C R A - S Q G R C R A - S m a l l Q u a n t i t y G e n e r a t o r s E n v i r o n m e n t a l P r o t e c t i o n A g e n c y 0 3 / 0 1 / 2 0 1 8 0 3 / 2 8 / 2 0 1 8 0 6 / 2 2 / 2 0 1 8 US R C R A - C E S Q G R C R A - C o n d i t i o n a l l y E x e m p t S m a l l Q u a n t i t y G e n e r a t o r s E n v i r o n m e n t a l P r o t e c t i o n A g e n c y 0 3 / 0 1 / 2 0 1 8 0 3 / 2 8 / 2 0 1 8 0 6 / 2 2 / 2 0 1 8 Fe d e r a l i n s t i t u t i o n a l c o n t r o l s / e n g i n e e r i n g c o n t r o l s r e g i s t r i e s US L U C I S L a n d U s e C o n t r o l I n f o r m a t i o n S y s t e m D e p a r t m e n t o f t h e N a v y 0 5 / 1 4 / 2 0 1 8 0 5 / 1 8 / 2 0 1 8 0 7 / 2 0 / 2 0 1 8 US U S E N G C O N T R O L S E n g i n e e r i n g C o n t r o l s S i t e s L i s t En v i r o n m e n t a l P r o t e c t i o n A g e n c y 0 2 / 1 3 / 2 0 1 8 0 2 / 2 7 / 2 0 1 8 0 5 / 1 1 / 2 0 1 8 US U S I N S T C O N T R O L S i t e s w i t h I n s t i t u t i o n a l C o n t r o l s En v i r o n m e n t a l P r o t e c t i o n A g e n c y 0 2 / 1 3 / 2 0 1 8 0 2 / 2 7 / 2 0 1 8 0 5 / 1 1 / 2 0 1 8 Fe d e r a l E R N S l i s t US E R N S E m e r g e n c y R e s p o n s e N o t i f i c a t i o n S y s t e m N a t i o n a l R e s p o n s e C e n t e r , U n i t e d S t a t e s C o a s t 0 3 / 1 9 / 2 0 1 8 0 3 / 2 7 / 2 0 1 8 0 6 / 0 8 / 2 0 1 8 St a t e a n d t r i b a l - e q u i v a l e n t C E R C L I S NY S H W S I n a c t i v e H a z a r d o u s W a s t e D i s p o s a l S i t e s i n N e w Y o r k S t a t e D e p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 5 / 1 4 / 2 0 1 8 0 5 / 1 6 / 2 0 1 8 0 6 / 0 5 / 2 0 1 8 St a t e a n d t r i b a l l a n d f i l l / s o l i d w a s t e d i s p o s a l NY S W F / L F F a c i l i t y R e g i s t e r De p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 1 2 / 0 8 / 2 0 1 7 0 1 / 0 2 / 2 0 1 8 0 1 / 3 1 / 2 0 1 8 St a t e a n d t r i b a l l e a k i n g s t o r a g e t a n k l i s t s US I N D I A N L U S T R 1 0 L e a k i n g U n d e r g r o u n d S t o r a g e T a n k s o n I n d i a n L a n d E P A R e g i o n 1 0 04/12/201805/18/201807/20/2018 US I N D I A N L U S T R 4 L e a k i n g U n d e r g r o u n d S t o r a g e T a n k s o n I n d i a n L a n d E P A R e g i o n 4 05/08/201805/18/201807/20/2018 US I N D I A N L U S T R 6 L e a k i n g U n d e r g r o u n d S t o r a g e T a n k s o n I n d i a n L a n d E P A R e g i o n 6 04/01/201805/18/201807/20/2018 US I N D I A N L U S T R 5 L e a k i n g U n d e r g r o u n d S t o r a g e T a n k s o n I n d i a n L a n d E P A , R e g i o n 5 04/12/201805/18/201807/20/2018 US I N D I A N L U S T R 1 L e a k i n g U n d e r g r o u n d S t o r a g e T a n k s o n I n d i a n L a n d E P A R e g i o n 1 04/13/201805/18/201807/20/2018 US I N D I A N L U S T R 9 L e a k i n g U n d e r g r o u n d S t o r a g e T a n k s o n I n d i a n L a n d E n v i r o n m e n t a l P r o t e c t i o n A g e n c y 0 4 / 1 0 / 2 0 1 8 0 5 / 1 8 / 2 0 1 8 0 7 / 2 0 / 2 0 1 8 US I N D I A N L U S T R 8 L e a k i n g U n d e r g r o u n d S t o r a g e T a n k s o n I n d i a n L a n d E P A R e g i o n 8 04/25/201805/18/201807/20/2018 US I N D I A N L U S T R 7 L e a k i n g U n d e r g r o u n d S t o r a g e T a n k s o n I n d i a n L a n d E P A R e g i o n 7 04/24/201805/18/201807/20/2018 NY L T A N K S S p i l l s I n f o r m a t i o n D a t a b a s e De p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 5 / 1 4 / 2 0 1 8 0 5 / 1 6 / 2 0 1 8 0 6 / 1 2 / 2 0 1 8 NY H I S T L T A N K S L i s t i n g o f L e a k i n g S t o r a g e T a n k s De p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 1 / 0 1 / 2 0 0 2 0 7 / 0 8 / 2 0 0 5 0 7 / 1 4 / 2 0 0 5 TC 5 3 7 9 4 3 9 . 2 s P a g e G R - 1 GO V E R N M E N T R E C O R D S S E A R C H E D / D A T A C U R R E N C Y T R A C K I N G St A c r o n y m F u l l N a m e Go v e r n m e n t A g e n c y G o v D a t e A r v l . D a t e A c t i v e D a t e St a t e a n d t r i b a l r e g i s t e r e d s t o r a g e t a n k l i s t s NY T A N K S S t o r a g e T a n k F a c i l i y L i s t i n g De p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 3 / 2 6 / 2 0 1 8 0 3 / 2 8 / 2 0 1 8 0 4 / 3 0 / 2 0 1 8 NY U S T P e t r o l e u m B u l k S t o r a g e ( P B S ) D a t a b a s e D e p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 3 / 2 6 / 2 0 1 8 0 3 / 2 8 / 2 0 1 8 0 4 / 2 7 / 2 0 1 8 NY C B S U S T C h e m i c a l B u l k S t o r a g e D a t a b a s e NY S D E C 01/01/200202/20/200203/22/2002 NY M O S F U S T M a j o r O i l S t o r a g e F a c i l i t i e s D a t a b a s e N Y S D E C 01/01/200202/20/200203/22/2002 NY A S T P e t r o l e u m B u l k S t o r a g e De p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 3 / 2 6 / 2 0 1 8 0 3 / 2 8 / 2 0 1 8 0 4 / 2 7 / 2 0 1 8 NY C B S A S T C h e m i c a l B u l k S t o r a g e D a t a b a s e NY S D E C 01/01/200202/20/200203/22/2002 NY M O S F A S T M a j o r O i l S t o r a g e F a c i l i t i e s D a t a b a s e N Y S D E C 01/01/200202/20/200203/22/2002 NY C B S C h e m i c a l B u l k S t o r a g e S i t e L i s t i n g D e p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 3 / 2 6 / 2 0 1 8 0 3 / 2 8 / 2 0 1 8 0 5 / 1 4 / 2 0 1 8 NY M O S F M a j o r O i l S t o r a g e F a c i l i t y S i t e L i s t i n g D e p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 3 / 2 6 / 2 0 1 8 0 3 / 2 8 / 2 0 1 8 0 5 / 1 4 / 2 0 1 8 US I N D I A N U S T R 1 0 U n d e r g r o u n d S t o r a g e T a n k s o n I n d i a n L a n d E P A R e g i o n 1 0 04/12/201805/18/201807/20/2018 US I N D I A N U S T R 9 U n d e r g r o u n d S t o r a g e T a n k s o n I n d i a n L a n d E P A R e g i o n 9 04/10/201805/18/201807/20/2018 US I N D I A N U S T R 8 U n d e r g r o u n d S t o r a g e T a n k s o n I n d i a n L a n d E P A R e g i o n 8 04/25/201805/18/201807/20/2018 US I N D I A N U S T R 7 U n d e r g r o u n d S t o r a g e T a n k s o n I n d i a n L a n d E P A R e g i o n 7 04/24/201805/18/201807/20/2018 US I N D I A N U S T R 6 U n d e r g r o u n d S t o r a g e T a n k s o n I n d i a n L a n d E P A R e g i o n 6 04/01/201805/18/201807/20/2018 US I N D I A N U S T R 1 U n d e r g r o u n d S t o r a g e T a n k s o n I n d i a n L a n d E P A , R e g i o n 1 04/13/201805/18/201807/20/2018 US I N D I A N U S T R 4 U n d e r g r o u n d S t o r a g e T a n k s o n I n d i a n L a n d E P A R e g i o n 4 05/08/201805/18/201807/20/2018 US I N D I A N U S T R 5 U n d e r g r o u n d S t o r a g e T a n k s o n I n d i a n L a n d E P A R e g i o n 5 04/12/201805/18/201807/20/2018 US F E M A U S T U n d e r g r o u n d S t o r a g e T a n k L i s t i n g F E M A 05/15/201705/30/201710/13/2017 St a t e a n d t r i b a l i n s t i t u t i o n a l c o n t r o l / e n g i n e e r i n g c o n t r o l r e g i s t r i e s NY R E S D E C L R e s t r i c t i v e D e c l a r a t i o n s L i s t i n g NY C D e p a r t m e n t o f C i t y P l a n n i n g 1 1 / 1 8 / 2 0 1 0 0 6 / 3 0 / 2 0 1 4 0 7 / 2 1 / 2 0 1 4 NY E N V R E S D E C L E n v i r o n m e n t a l R e s t r i c t i v e D e c l a r a t i o n s N e w Y o r k C i t y D e p a r t m e n t o f C i t y P l a n n i n g 0 6 / 2 7 / 2 0 1 7 0 9 / 2 1 / 2 0 1 7 0 9 / 2 2 / 2 0 1 7 NY E N G C O N T R O L S R e g i s t r y o f E n g i n e e r i n g C o n t r o l s De p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 5 / 1 4 / 2 0 1 8 0 5 / 1 6 / 2 0 1 8 0 6 / 0 5 / 2 0 1 8 NY I N S T C O N T R O L R e g i s t r y o f I n s t i t u t i o n a l C o n t r o l s De p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 5 / 1 4 / 2 0 1 8 0 5 / 1 6 / 2 0 1 8 0 6 / 0 5 / 2 0 1 8 St a t e a n d t r i b a l v o l u n t a r y c l e a n u p s i t e s US I N D I A N V C P R 1 V o l u n t a r y C l e a n u p P r i o r i t y L i s t i n g EP A , R e g i o n 1 07/27/201509/29/201502/18/2016 US I N D I A N V C P R 7 V o l u n t a r y C l e a n u p P r i o r i t y L i s i t n g EP A , R e g i o n 7 03/20/200804/22/200805/19/2008 NY V C P N Y C V o l u n t a r y C l e a n u p P r o g r a m L i s t i n g N Y C N e w Y o r k C i t y O f f i c e o f E n v i r o n m e n t a l P r o t e c t 0 3 / 2 6 / 2 0 1 8 0 3 / 2 9 / 2 0 1 8 0 5 / 1 4 / 2 0 1 8 NY V C P V o l u n t a r y C l e a n u p A g r e e m e n t s De p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 5 / 1 4 / 2 0 1 8 0 5 / 1 6 / 2 0 1 8 0 6 / 0 5 / 2 0 1 8 St a t e a n d t r i b a l B r o w n f i e l d s s i t e s NY B R O W N F I E L D S B r o w n f i e l d s S i t e L i s t De p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 5 / 1 4 / 2 0 1 8 0 5 / 1 6 / 2 0 1 8 0 6 / 0 5 / 2 0 1 8 NY E R P E n v i r o n m e n t a l R e s t o r a t i o n P r o g r a m L i s t i n g D e p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 5 / 1 4 / 2 0 1 8 0 5 / 1 6 / 2 0 1 8 0 6 / 0 5 / 2 0 1 8 Ot h e r R e c o r d s US C O N S E N T S u p e r f u n d ( C E R C L A ) C o n s e n t D e c r e e s D e p a r t m e n t o f J u s t i c e , C o n s e n t D e c r e e L i b r a r y 0 3 / 3 1 / 2 0 1 8 0 4 / 1 6 / 2 0 1 8 0 6 / 2 9 / 2 0 1 8 US R O D R e c o r d s O f D e c i s i o n EP A 05/13/201805/30/201806/29/2018 US L I E N S 2 C E R C L A L i e n I n f o r m a t i o n En v i r o n m e n t a l P r o t e c t i o n A g e n c y 0 5 / 1 3 / 2 0 1 8 0 5 / 3 0 / 2 0 1 8 0 6 / 2 9 / 2 0 1 8 NY D E L S H W S D e l i s t e d R e g i s t r y S i t e s De p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 5 / 1 4 / 2 0 1 8 0 5 / 1 6 / 2 0 1 8 0 6 / 0 8 / 2 0 1 8 US D E B R I S R E G I O N 9 T o r r e s M a r t i n e z R e s e r v a t i o n I l l e g a l D u m p S i t e L o c a t i o n s E P A , R e g i o n 9 01/12/200905/07/200909/21/2009 NY S W T I R E R e g i s t e r e d W a s t e T i r e S t o r a g e & F a c i l i t y L i s t D e p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 2 / 2 7 / 2 0 1 8 0 4 / 0 6 / 2 0 1 8 0 6 / 0 8 / 2 0 1 8 NY S W R C Y R e g i s t e r e d R e c y c l i n g F a c i l i t y L i s t De p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 1 2 / 0 8 / 2 0 1 7 0 1 / 0 2 / 2 0 1 8 0 1 / 3 1 / 2 0 1 8 NY H I S T U S T H i s t o r i c a l P e t r o l e u m B u l k S t o r a g e D a t a b a s e D e p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 1 / 0 1 / 2 0 0 2 0 6 / 0 2 / 2 0 0 6 0 7 / 2 0 / 2 0 0 6 NY H I S T A S T H i s t o r i c a l P e t r o l e u m B u l k S t o r a g e D a t a b a s e D e p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 1 / 0 1 / 2 0 0 2 0 6 / 0 2 / 2 0 0 6 0 7 / 2 0 / 2 0 0 6 TC 5 3 7 9 4 3 9 . 2 s P a g e G R - 2 GO V E R N M E N T R E C O R D S S E A R C H E D / D A T A C U R R E N C Y T R A C K I N G St A c r o n y m F u l l N a m e Go v e r n m e n t A g e n c y G o v D a t e A r v l . 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D a t e A c t i v e D a t e NY A I R S A i r E m i s s i o n s D a t a De p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 4 / 2 7 / 2 0 1 8 0 5 / 1 8 / 2 0 1 8 0 7 / 3 1 / 2 0 1 8 NY C O A L A S H C o a l A s h D i s p o s a l S i t e L i s t i n g De p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 9 / 2 5 / 2 0 1 7 0 9 / 2 6 / 2 0 1 7 1 0 / 1 2 / 2 0 1 7 NY D R Y C L E A N E R S R e g i s t e r e d D r y c l e a n e r s De p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 3 / 0 7 / 2 0 1 8 0 3 / 3 0 / 2 0 1 8 0 6 / 0 5 / 2 0 1 8 NY E D E S I G N A T I O N E D E S I G N A T I O N S I T E L I S T I N G Ne w Y o r k C i t y D e p a r t m e n t o f C i t y P l a n n i n g 0 6 / 0 6 / 2 0 1 8 0 6 / 2 6 / 2 0 1 8 0 6 / 2 9 / 2 0 1 8 NY F i n a n c i a l A s s u r a n c e 1 F i n a n c i a l A s s u r a n c e I n f o r m a t i o n L i s t i n g D e p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 1 2 / 0 1 / 2 0 1 7 0 1 / 0 2 / 2 0 1 8 0 1 / 3 1 / 2 0 1 8 NY F i n a n c i a l A s s u r a n c e 2 F i n a n c i a l A s s u r a n c e I n f o r m a t i o n L i s t i n g D e p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 1 2 / 2 9 / 2 0 1 7 0 4 / 0 6 / 2 0 1 8 0 6 / 0 5 / 2 0 1 8 NY H I S T S P I L L S S P I L L S D a t a b a s e De p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 1 / 0 1 / 2 0 0 2 0 7 / 0 8 / 2 0 0 5 0 7 / 1 4 / 2 0 0 5 NY H S W D S H a z a r d o u s S u b s t a n c e W a s t e D i s p o s a l S i t e I n v e n t o r y D e p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 1 / 0 1 / 2 0 0 3 1 0 / 2 0 / 2 0 0 6 1 1 / 3 0 / 2 0 0 6 NY L I E N S S p i l l L i e n s I n f o r m a t i o n Of f i c e o f t h e S t a t e C o m p t r o l l e r 0 5 / 0 7 / 2 0 1 8 0 5 / 0 9 / 2 0 1 8 0 6 / 0 5 / 2 0 1 8 NY N Y M A N I F E S T F a c i l i t y a n d M a n i f e s t D a t a De p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 4 / 3 0 / 2 0 1 8 0 5 / 0 3 / 2 0 1 8 0 6 / 0 7 / 2 0 1 8 NY S P D E S S t a t e P o l l u t a n t D i s c h a r g e E l i m i n a t i o n S y s t e m D e p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 6 / 0 7 / 2 0 1 8 0 6 / 1 2 / 2 0 1 8 0 6 / 2 9 / 2 0 1 8 NY S P I L L S S p i l l s I n f o r m a t i o n D a t a b a s e De p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 5 / 1 4 / 2 0 1 8 0 5 / 1 6 / 2 0 1 8 0 6 / 1 2 / 2 0 1 8 NY S P I L L S 8 0 S P I L L S 8 0 d a t a f r o m F i r s t S e a r c h Fi r s t S e a r c h 11/02/201001/03/201303/07/2013 NY S P I L L S 9 0 S P I L L S 9 0 d a t a f r o m F i r s t S e a r c h Fi r s t S e a r c h 12/14/201201/03/201302/12/2013 NY U I C U n d e r g r o u n d I n j e c t i o n C o n t r o l W e l l s D e p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 6 / 0 4 / 2 0 1 8 0 6 / 0 7 / 2 0 1 8 0 6 / 2 9 / 2 0 1 8 NY V A P O R R E O P E N E D V a p o r I n t r u s i o n L e g a c y S i t e L i s t De p a r t m e n t o f E n v i r o n m e n a l C o n s e r v a t i o n 0 1 / 0 1 / 2 0 1 8 0 2 / 1 5 / 2 0 1 8 0 3 / 2 7 / 2 0 1 8 US I H S O P E N D U M P S O p e n D u m p s o n I n d i a n L a n d De p a r t m e n t o f H e a l t h & H u m a n S e r i v c e s , I n d i a n 0 4 / 0 1 / 2 0 1 4 0 8 / 0 6 / 2 0 1 4 0 1 / 2 9 / 2 0 1 5 US A B A N D O N E D M I N E S A b a n d o n e d M i n e s De p a r t m e n t o f I n t e r i o r 0 3 / 0 8 / 2 0 1 8 0 3 / 1 3 / 2 0 1 8 0 6 / 0 8 / 2 0 1 8 US D O C K E T H W C H a z a r d o u s W a s t e C o m p l i a n c e D o c k e t L i s t i n g E n v i r o n m e n t a l P r o t e c t i o n A g e n c y 0 1 / 0 4 / 2 0 1 8 0 1 / 1 9 / 2 0 1 8 0 4 / 1 3 / 2 0 1 8 US E C H O E n f o r c e m e n t & C o m p l i a n c e H i s t o r y I n f o r m a t i o n E n v i r o n m e n t a l P r o t e c t i o n A g e n c y 0 2 / 2 5 / 2 0 1 8 0 3 / 1 7 / 2 0 1 8 0 6 / 0 8 / 2 0 1 8 US U X O U n e x p l o d e d O r d n a n c e S i t e s De p a r t m e n t o f D e f e n s e 0 9 / 3 0 / 2 0 1 6 1 0 / 3 1 / 2 0 1 7 0 1 / 1 2 / 2 0 1 8 US F U E L S P R O G R A M E P A F u e l s P r o g r a m R e g i s t e r e d L i s t i n g E P A 02/20/201802/21/201803/23/2018 HI S T O R I C A L U S E R E C O R D S US E D R M G P E D R P r o p r i e t a r y M a n u f a c t u r e d G a s P l a n t s E D R , I n c . US E D R H i s t A u t o E D R E x c l u s i v e H i s t o r i c a l A u t o S t a t i o n s E D R , I n c . US E D R H i s t C l e a n e r E D R E x c l u s i v e H i s t o r i c a l C l e a n e r s E D R , I n c . NY R G A H W S R e c o v e r e d G o v e r n m e n t A r c h i v e S t a t e H a z a r d o u s W a s t e F a c i l i t i e D e p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 7 / 0 1 / 2 0 1 3 1 2 / 3 0 / 2 0 1 3 NY R G A L F R e c o v e r e d G o v e r n m e n t A r c h i v e S o l i d W a s t e F a c i l i t i e s L i s t D e p a r t m e n t o f E n v i r o n m e n t a l C o n s e r v a t i o n 0 7 / 0 1 / 2 0 1 3 0 1 / 1 0 / 2 0 1 4 CO U N T Y R E C O R D S NY A S T - C O R T L A N D C o r t l a n d C o u n t y S t o r a g e T a n k L i s t i n g C o r t l a n d C o u n t y H e a l t h D e p a r t m e n t 0 3 / 2 9 / 2 0 1 8 0 5 / 2 2 / 2 0 1 8 0 6 / 2 9 / 2 0 1 8 NY U S T - C O R T L A N D C o r t l a n d C o u n t y S t o r a g e T a n k L i s t i n g C o r t l a n d C o u n t y H e a l t h D e p a r t m e n t 0 3 / 2 9 / 2 0 1 8 0 5 / 2 2 / 2 0 1 8 0 6 / 2 9 / 2 0 1 8 NY A S T - N A S S A U R e g i s t e r e d T a n k D a t a b a s e Na s s a u C o u n t y H e a l t h D e p a r t m e n t 0 1 / 0 9 / 2 0 1 7 0 1 / 1 1 / 2 0 1 7 0 2 / 1 5 / 2 0 1 7 NY A S T N C F M S t o r a g e T a n k D a t a b a s e Na s s a u C o u n t y O f f i c e o f t h e F i r e M a r s h a l 0 2 / 1 5 / 2 0 1 1 0 2 / 2 3 / 2 0 1 1 0 3 / 2 9 / 2 0 1 1 NY T A N K S N A S S A U R e g i s t e r e d T a n k D a t a b a s e i n N a s s a u C o u n t y N a s s a u C o u n t y D e p a r t m e n t o f H e a l t h 0 1 / 0 9 / 2 0 1 7 0 1 / 1 1 / 2 0 1 7 0 2 / 1 5 / 2 0 1 7 NY U S T - N A S S A U R e g i s t e r e d T a n k D a t a b a s e Na s s a u C o u n t y H e a l t h D e p a r t m e n t 0 1 / 0 9 / 2 0 1 7 0 1 / 1 1 / 2 0 1 7 0 2 / 1 5 / 2 0 1 7 NY U S T N C F M S t o r a g e T a n k D a t a b a s e Na s s a u C o u n t y O f f i c e o f t h e F i r e M a r s h a l 0 2 / 1 5 / 2 0 1 1 0 2 / 2 3 / 2 0 1 1 0 3 / 2 9 / 2 0 1 1 NY A S T - R O C K L A N D P e t r o l e u m B u l k S t o r a g e D a t a b a s e R o c k l a n d C o u n t y H e a l t h D e p a r t m e n t 0 2 / 0 2 / 2 0 1 7 0 3 / 1 7 / 2 0 1 7 0 9 / 2 2 / 2 0 1 7 NY U S T - R O C K L A N D P e t r o l e u m B u l k S t o r a g e D a t a b a s e R o c k l a n d C o u n t y H e a l t h D e p a r t m e n t 0 2 / 0 2 / 2 0 1 7 0 3 / 1 7 / 2 0 1 7 0 9 / 2 2 / 2 0 1 7 NY A S T - S U F F O L K S t o r a g e T a n k D a t a b a s e Su f f o l k C o u n t y D e p a r t m e n t o f H e a l t h S e r v i c e s 0 3 / 0 3 / 2 0 1 5 0 3 / 1 0 / 2 0 1 5 0 3 / 2 3 / 2 0 1 5 NY U S T - S U F F O L K S t o r a g e T a n k D a t a b a s e Su f f o l k C o u n t y D e p a r t m e n t o f H e a l t h S e r v i c e s 0 3 / 0 3 / 2 0 1 5 0 3 / 1 0 / 2 0 1 5 0 3 / 2 3 / 2 0 1 5 NY A S T - W E S T C H E S T E R L i s t i n g o f S t o r a g e T a n k s We s t c h e s t e r C o u n t y D e p a r t m e n t o f H e a l t h 0 4 / 2 6 / 2 0 1 8 0 5 / 1 1 / 2 0 1 8 0 6 / 0 5 / 2 0 1 8 NY U S T - W E S T C H E S T E R L i s t i n g o f S t o r a g e T a n k s We s t c h e s t e r C o u n t y D e p a r t m e n t o f H e a l t h 0 4 / 2 6 / 2 0 1 8 0 5 / 1 1 / 2 0 1 8 0 6 / 0 5 / 2 0 1 8 TC 5 3 7 9 4 3 9 . 2 s P a g e G R - 4 GO V E R N M E N T R E C O R D S S E A R C H E D / D A T A C U R R E N C Y T R A C K I N G St A c r o n y m F u l l N a m e Go v e r n m e n t A g e n c y G o v D a t e A r v l . D a t e A c t i v e D a t e ST R E E T A N D A D D R E S S I N F O R M A T I O N © 2 0 1 5 T o m T o m N o r t h A m e r i c a , I n c . A l l r i g h t s r e s e r v e d . T h i s m a t e r i a l i s p r o p r i e t a r y a n d t h e s u b j e c t o f c o p y r i g h t p r o t e c t i o n an d o t h e r i n t e l l e c t u a l p r o p e r t y r i g h t s o w n e d b y o r l i c e n s e d t o T e l e A t l a s N o r t h A m e r i c a , I n c . T h e u s e o f t h i s m a t e r i a l i s s u b j e c t to t h e t e r m s o f a l i c e n s e a g r e e m e n t . Y o u w i l l b e h e l d l i a b l e f o r a n y u n a u t h o r i z e d c o p y i n g o r d i s c l o s u r e o f t h i s m a t e r i a l . TC 5 3 7 9 4 3 9 . 2 s P a g e G R - 5 GO V E R N M E N T R E C O R D S S E A R C H E D / D A T A C U R R E N C Y T R A C K I N G St A c r o n y m F u l l N a m e Go v e r n m e n t A g e n c y G o v D a t e A r v l . D a t e A c t i v e D a t e P.W. Grosser Consulting, Inc. • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA APPENDIX I FREEDOM OF INFORMATION ACT REQUESTS For office use only Hauppauge, NY 11788 Business Telephone: (631) 853-4049 APPLICATION FOR PUBLIC ACCESS TO RECORDS Suffolk County Department of Health Services INSTRUCTIONS TO APPLICANT: Please complete Section I of this form. Do not leave any areas blank. Mail or fax a completed application to the Freedom of Information Officer listed below. SECTION I: To be completed by Applicant. Date of Application:Applicant Represents: ________________________________________________ Applicant's Name (Please print): _________________________________________________________ Applicant's Mailing Address: ____________________________________________________________ Applicant's Phone #: Applicant's Email: ___________________________________________________ Applicant’s Signature: _________________________________________________________________ I HEREBY APPLY TO: □ Inspect the following record (check one box) □ Receive a copy of the following document(s) Describe the record sought and if in regard to a property include a complete tax map number (District, Section, Block & Lot in the proper format). Supply all relevant information that will help locate the record desired: date(s), a file title, reference number, the physical address, and property type (commercial/residential/subdivision). Complete one application for each address. ___________________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ PROVIDE REQUEST TO: FOIL Officer Suffolk County Department of Health Services Post Office Box 9006 Great River, NY 11739-9006 Fax #: 631-854-0156 SECTION II - For use by Freedom of Information Officer (or designee) only o Approved. Call to arrange an appointment to inspect the requested record. Contact Person: Phone #: ________________________________________________________ o Records not possessed or maintained by this agency. o Records cannot be found after diligent search. o Denied. Reason for denial: __________________________________________________________ o Document(s) enclosed as requested. o Receipt of this request is acknowledged. There will be a delay in supplying the requested record until payment of reproduction fee is received. The following fee applies $ _____________ Other: o __________________________________________________________________________ Signature: Title: Date: ______________________ ___________________________________ Section III - Notice to applicant You have the right to appeal a denial of this application in writing to the Office of the County Attorney within 30 days of the denial. Information as to the person to contact is shown below. The contacted person must respond to you in writing within ten business days of receipt of your appeal. Suffolk County Attorney H. Lee Dennison Bldg., 6th floor 100 Veterans Memorial Highway Date: Office(s): Tracking #: 8/10/2018P.W.GrosserConsulting ThomasMelia 630JohnsonAvenue,Suite7,Bohemia,NewYork11716 631-589-6353thomasm@pwgrosser.com Thomas Meila Digitally signed by Thomas Meila Date: 2018.08.14 09:17:12 -04'00' Recordsrelatedtostoragetanks,onsitesanitarysystems/stormdrains/otherUIC,onsitechemicalstorage,orotherenvironmentalissues. 56655Route25(aka56655MainRoad),Southhold,NewYork SCTM:1000-063.00-03.00-015.000 THE ENCLAVES 56655 ROUTE 25 (AKA MAIN ROAD) SOUTHOLD, NEW YORK TAX MAP: 1000-063.00-03.00-015.000 NOVEMBER 2018 PHASE II ENVIRONMENTAL SITE ASSESSMENT (ASTM E1903-11) PREPARED FOR: Andrew V. Giambertone & Associates 62 Elm Street Huntington, New York 11743 PREPARED BY: P.W. Grosser Consulting, Inc. 630 Johnson Avenue, Suite 7 Bohemia, New York 11716 Phone: 631-589-6353 Fax: 631-589-8705 Thomas Melia, PG, Sr. Project Manager ThomasM@pwgrosser.com PWGC Project Number: AVG1803 P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT PHASE II ENVIRONMENTAL SITE ASSESSMENT 56655 ROUTE 25, SOUTHOLD, NEW YORK TABLE OF CONTENTS PAGE 1.0 INTRODUCTION ...................................................................................................................................... 1 2.0 BACKGROUND ........................................................................................................................................ 2 2.1 Site Description and Features ...................................................................................................... 2 2.2 Physical Setting ............................................................................................................................. 2 Regional Geology / Hydrogeology ................................................................................ 2 Local Hydrogeology ....................................................................................................... 3 2.3 Site History and Land Use ............................................................................................................. 3 2.4 Adjacent Property Land Use ......................................................................................................... 3 2.5 Summary of Previous Assessments .............................................................................................. 3 Phase I Environmental Site Assessment Report (August 2018) .................................... 3 Phase II Environmental Site Assessment Work Plan (September 2018)....................... 4 3.0 WORK PERFORMED AND RATIONALE .................................................................................................... 5 3.1 Scope of Assessment .................................................................................................................... 5 3.2 Former Agricultural Usage Evaluation.......................................................................................... 5 Surface Soil Boring Protocol .......................................................................................... 5 Surface Soil Sample Collection Protocol ....................................................................... 5 Surface Soil Analytical Results ...................................................................................... 6 3.3 Waste Disposal Area Evaluation ................................................................................................... 6 Soil Boring Protocol ....................................................................................................... 7 Soil Sample Collection Protocol .................................................................................... 7 Soil Sample Analytical Results ....................................................................................... 7 3.4 Adjacent Boatyard Property ......................................................................................................... 8 Soil Boring Protocol ....................................................................................................... 8 Soil Sample Analytical Results ....................................................................................... 9 4.0 QUALITY ASSURANCE/QUALITY CONTROL (QA/QC) ............................................................................ 11 5.0 CONCLUSIONS AND RECOMMENDATIONS .......................................................................................... 12 5.1 Conclusions ................................................................................................................................. 12 5.2 Recommendations ..................................................................................................................... 13 6.0 SIGNATURE OF ENVIRONMENTAL PROFESSIONAL .............................................................................. 14 7.0 REFERENCES ......................................................................................................................................... 15 8.0 LIMITATIONS ........................................................................................................................................ 16 P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT PHASE II ENVIRONMENTAL SITE ASSESSMENT 56655 ROUTE 25, SOUTHOLD, NEW YORK FIGURES FIGURE 1 Site Location Map FIGURE 2 Site Plan FIGURE 3 Soil Sample Locations TABLES TABLE 1 Soil Sample Analytical Results – VOCs TABLE 2 Soil Sample Analytical Results – SVOCs TABLE 3 Soil Sample Analytical Results – Metals TABLE 4 Soil Sample Analytical Results – PCBs and Pesticides TABLE 5 QA/QC Sample Results TABLE 6 QA/QC sample Results APPENDICES APPENDIX A Laboratory Analytical Reports APPENDIX B Soil Boring Logs P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT ACRONYM DEFINITION ASP Analytical Services Protocol ASTM American Society for Testing and Materials CFR Code of Federal Regulations DER Department of Environmental Remediation ELAP Environmental Laboratory Approval Program EM Electromagnetic ESA Environmental Site Assessment GQS Groundwater Quality Standard GV Guidance Value NYCRR New York Codes, Rules, and Regulations NYSDEC New York State Department of Environmental Conservation NYSDOH New York State Department of Health PCB Polychlorinated Biphenyl PID Photo-ionization Detector PWGC P.W. Grosser Consulting, Inc. QA/QC Quality Assurance / Quality Control REC Recognized Environmental Condition SCO Soil Cleanup Objective SVOC Semi-volatile Organic Compound USCS Unified Soil Classification System USEPA United States Environmental Protection Agency UST Underground Storage Tank VOC Volatile Organic Compound P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 1.0 INTRODUCTION Andrew V. Giambertone & Associates (Client) retained P.W. Grosser Consulting, Inc. (PWGC) to prepare a Phase II Environmental Site Assessment (ESA) for the property located at 56655 Route 25 (aka Main Road) in Southold, New York. The purpose of the Phase II ESA was to further evaluate recognized environmental conditions (RECs) identified in the Phase I ESA to obtain sound, scientifically valid data concerning actual property conditions. Work was conducted in accordance with the American Society for Testing and Materials (ASTM) Standard E 1903-11 (Standard Practices for Environmental Site Assessment: Phase II Environmental Site Assessment Process) and in substantial conformance with the New York State Department of Environmental Conservation’s (NYSDEC’s) Division of Environmental Remediation’s (DER’s) Technical Guidance for Site Investigation and Remediation, May 2010 (DER-10). P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 2.0 BACKGROUND 2.1 Site Description and Features The subject property consists of one parcel located at 56655 Route 25 (aka Main Road) in the Hamlet of Southold, New York. The site is located in the Town of Southold, and Suffolk County. The property is identified in the Suffolk County Tax Map as 1000-063.00-03.00-015.000. The subject property measures approximately 6.85 acres and is occupied by one two-story, single family residential dwelling with a partial basement, one detached, single-story garage, and three accessory structures (sheds). All structures are located on the southeastern portion of the site. A Site Location Map is included as Figure 1 and a Site Plan is included as Figure 2. 2.2 Physical Setting The topography of the site and surrounding area was reviewed from the USGS 7.5-minute series topographic map for the Southold, New York quadrangle. The property elevation is approximately 29 feet above the National Geodetic Vertical Datum (NGVD). Regional physiographic conditions are summarized below. Regional Geology / Hydrogeology The geologic setting of Long Island is well documented and consists of crystalline bedrock composed of schist and gneiss overlain by layers of unconsolidated deposits. Immediately overlying the bedrock is the Raritan Formation, consisting of the Lloyd sand confined by the Raritan Clay Member. The Lloyd sand is an aquifer and consists of discontinuous layers of gravel, sand, sandy and silty clay, and solid clay. The Raritan Clay is a solid and silty clay with: few lenses of sand and gravel; abundant lignite and pyrite; and gray, red or white in color. Above the Raritan Clay lies the Magothy Formation. The Magothy Aquifer consists of layers of fine to coarse sand of moderate to high permeability, with inter-bedded lenses of silt and clay of low permeability resulting in areas of preferential horizontal flow. Therefore, this aquifer generally becomes more confined with depth. The Magothy Aquifer is overlain by the Upper Glacial Aquifer. The Upper Glacial Aquifer is the water table aquifer at this location and is comprised of medium to coarse sand and gravel with occasional P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT thin lenses of fine sand and brown clay. This aquifer extends from the land surface to the top of the Magothy and, therefore, is hydraulically connected to the Magothy Aquifer. Local Hydrogeology Based upon the site elevation and regional groundwater contour maps, the depth to groundwater beneath the site is approximately 25 feet below existing grade. Regional groundwater flow is estimated to be toward the southeast. 2.3 Site History and Land Use Historical usage of the subject property indicates that it was first developed prior to 1904 and has been used for residential purposes from that time through the present. The property also appears to have been used for agricultural purposes from approximately 1938 to 1985. 2.4 Adjacent Property Land Use Review of historical information reviewed for the properties surrounding the subject property indicate that the area has been developed since approximately at least 1904. In general, the area surrounding the subject property has been used for residential and agricultural purposes, with some commercial usage to the west of the subject site. 2.5 Summary of Previous Assessments Phase I Environmental Site Assessment Report (August 2018) PWGC prepared a Phase I ESA for the subject property in August 2018. The Phase I ESA identified the following RECs associated with subject property. • The subject property (1930s to 1980s) and several adjacent properties (1920s to 2000s) have historically been used for agricultural purposes. Historic usage for agricultural purposes is likely to be associated with the application of pesticides and herbicides at the site. During the period of time the subject site and surrounding properties were used for agricultural purposes, pesticides used may have included now-banned chemicals (such as DDT), or metals-based compounds (such as lead arsenate). Such compounds may have been applied directly at the subject property, and/or may have migrated to the subject property from adjacent properties via surficial storm runoff or wind deposition. Compounds such as these, particularly metals-based compounds, tend to be immobile in the environment and remain in soil long after their application ceases. P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT • Small piles of trash and debris, along with a floating dock were present on the northwestern portion of the site. The piles of trash appeared to include empty five-gallon buckets, tarps, and plastic sheeting. The source of the material could not be determined. Such dumping represents evidence of a potential past release of a hazardous substance and/or petroleum product to the environment. • The adjacent property to the west of the subject property has been used as a boat storage yard from the 1970s through the present. Such usage is typically associated with the storage and use of hazardous substances and/or petroleum products as well as metals impact related to antifouling paint chips generated during boat cleaning/repainting, and sacrificial anodes being removed from boats in the outdoor boat storage areas. Poor housekeeping or unreported spills of such substances have the potential to have impacted the subject site, either through direct discharge at the property boundary or via migration by surficial storm runoff. Based on the findings of the Phase I ESA, PWGC recommended that a Phase II ESA be performed at subject property. Phase II Environmental Site Assessment Work Plan (September 2018) Based on the findings of the Phase I ESA, PWGC prepared a Phase II ESA Work Plan for the site. The Work Plan specified the following scope of work to further evaluate the RECs identified in the August 2018 Phase I ESA for the site: • Evaluation of potential impact to shallow soils throughout the site related to the former agricultural usage of the site and adjacent properties. • Evaluation of soil quality at the waste disposal area on the northwest corner of the site, as well as any additional waste disposal areas that were not visible during site reconnaissance due to the presence of heavy undergrowth. • Evaluation of soil quality along the western property boundary near the adjacent boatyard. P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 3.0 WORK PERFORMED AND RATIONALE 3.1 Scope of Assessment The Phase II ESA included the following tasks: 1. Collection and analysis of soil samples to evaluate potential impact to shallow soils related to the former agricultural usage of the site and adjacent properties. 2. Collection and analysis of soil samples to evaluate soil quality at the waste disposal area on the northwest corner of the site. 3. Collection and analysis of soil samples to evaluate soil quality along the western property boundary near the adjacent boatyard. 3.2 Former Agricultural Usage Evaluation To evaluate potential impact related to the former agricultural usage of the subject property and adjacent properties, seven soil borings (SB006 through SB012) were installed throughout the property (approximately one per acre). Soil boring locations are illustrated on Figure 3. Surface Soil Boring Protocol Soil borings were installed manually using a stainless-steel hand auger. Prior to performing each soil boring, 10-mil polyethylene sheeting, sufficiently large to hold the anticipated number of soil cores was laid on the ground in the area where each soil boring was performed. Soils were collected continuously from ground surface to an approximate depth of two feet below ground surface (bgs). Collected soils were placed on 10-mil polyethylene sheeting in the order they came out of the ground. Surface Soil Sample Collection Protocol Two soil samples were collected from each boring: • One sample was collected from ground surface to two-inches bgs (or two inches below the vegetated root layer). • One sample was collected from 18 to 24 inches bgs. Samples were analyzed for the following chemical analysis: • Pesticides by USEPA Methods 8081. P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT • Target Analyte List (TAL) Metals by USEPA Methods 6010/7471. Collected soils were transferred to a stainless-steel bowl and homogenized. Once homogenized, samples were transferred to laboratory supplied glassware and packed in a cooler with ice and shipped under proper chain-of-custody procedures to Alpha Analytical, a New York State Department of Health (NYSDOH) Environmental Laboratory Approval Program (ELAP) certified laboratory, for the analyses specified above individually following NYSDEC Analytical Services Protocol (ASP)-Category A Deliverables. Surface Soil Analytical Results Soil analytical results were compared to the NYSDEC’s Title 6 New York Codes, Rules, and Regulations (NYCRR) Part 375 and Final Commissioner Policy, CP-51 Soil Cleanup Objectives (SCOs) for Unrestricted Use (UUSCO), and Residential Use (RUSCO). Analytical results are detailed in Table 1 though Table 4 and the complete laboratory analytical report is included in Appendix B. Several pesticides, including 4,4’-DDD, 4,4’-DDE, 4,4’-DDT and dieldrin were detected at concentrations exceeding UUSCOs in the 0 to 2-inch samples, and the 18 to 24-inch samples collected from boring locations SB006 to SB012. At each boring location, pesticide concentrations were lower in the 18 to 24- inch samples compared to the 0 to 2-inch samples. Pesticides were not detected at concentrations exceed their respective RUSCOs in samples collected from borings SB006 to SB012. Metals, including arsenic, lead, mercury and/or zinc, were detected at concentrations exceeding their respective UUSCOs at boring locations SB006, SB008, SB009, SB010, SB011 and SB012. With the exception of boring location SB009, metals impact at concentrations above UUSCOs was limited to the 0 to 2-inch samples. Of the metals detected, arsenic was the sole compound detected at concentrations exceeding RUSCOs. Based on these results, it appears that shallow soils throughout the site are impacted with pesticides and metals likely related to the site’s former agricultural usage. 3.3 Waste Disposal Area Evaluation To evaluate potential impact related to the waste disposal area on the northwest portion of the site, two soil borings (SB004, SB005) were installed within the identified waste disposal area. No additional waste P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT disposal areas were identified at the site during the Phase II ESA. Soil boring locations are illustrated in Figure 3. Soil Boring Protocol Shallow soil borings were installed manually using a stainless-steel hand auger. Prior to performing each soil boring, 10-mil polyethylene sheeting, sufficiently large to hold the anticipated number of soil cores was laid on the ground in the area where each soil boring was performed. Soils were collected continuously from ground surface to an approximate depth of four feet below ground surface (bgs). Collected soils were placed on 10-mil polyethylene sheeting in the order they came out of the ground. Soil Sample Collection Protocol At each boring location, two soil samples will be collected for analysis from the following intervals: • One sample from ground surface to two-inches bgs (or two inches below the vegetated root layer). • One sample from the 3 to 4 feet bgs interval. Samples to be analyzed for VOCs were collected directly into a field preservation kit (Terra-core). Remaining soils were transferred to a stainless-steel bowl and homogenized. Once homogenized, samples were transferred to pre-cleaned, pre-preserved laboratory supplied glassware and placed on ice in a cooler and transported to Alpha Analytical, a NYSDOH ELAP certified laboratory. Samples were shipped under proper chain-of-custody procedures. Results were provided as NYSDEC Analytical Services Protocol (ASP)-Category A Deliverables. Samples were analyzed for: • VOCs by USEPA Method 8206 • SVOCs by USEPA Method 8270 • TAL Metals by USEPA Methods 6010/7471 Soil Sample Analytical Results Soil analytical results were compared to the NYSDEC’s Title 6 NYCRR Part 375 and Final Commissioner Policy, CP-51 SCOs for UUSCO, and RUSCO. Analytical results are detailed in Table 1 though Table 3 and the complete laboratory analytical report is included in Appendix B. P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT VOCs were not detected at concentrations exceeding the UUSCOs or RUSCOs in SB004 and SB005, with the exception of acetone which was detected in the 0 to 2-inch interval at both sample locations. Acetone is a common lab reagent, and its presence in these samples may be associated with laboratory contamination rather than a release to the environment. SVOCs were not detected at concentrations exceeding UUSCOs or RUSCOs in SB004 and SB005. Arsenic was detected at concentrations exceeding its RUSCO of 16 ppm in the 0 to 2-inch interval of the SB004 and SB005 samples. Mercury exceeded the UUSCO of 0.18 ppm in the 0 to 2-inch interval of the SB004 and SB005 samples. Based on these results, and the uniformity of arsenic and mercury impact to shallow soils throughout the site, it appears that soil impact above UUSCOs in the vicinity of the waste disposal area is related to the former agricultural usage of the property rather than the wastes observed at the site. 3.4 Adjacent Boatyard Property To evaluate potential impact related to the usage of the adjacent property as a boatyard, three soil borings (SB001 through SB003) were installed along the western boundary of the subject property. Soil boring locations are illustrated in Figure 3. Soil Boring Protocol Shallow soil borings were installed manually using a stainless-steel hand auger. Prior to performing each soil boring, 10-mil polyethylene sheeting, sufficiently large to hold the anticipated number of soil cores was laid on the ground in the area where each soil boring was performed. Soils were collected continuously from ground surface to an approximate depth of four feet below ground surface (bgs). Collected soils were placed on 10-mil polyethylene sheeting in the order they came out of the ground. At each boring location, two soil samples will be collected for analysis from the following intervals: • One sample from ground surface to two-inches bgs (or two inches below the vegetated root layer). • One sample from the 3 to 4 feet bgs interval. P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT Samples to be analyzed for VOCs were collected directly into a field preservation kit (Terra-core). Remaining soils were transferred to a stainless-steel bowl and homogenized. Once homogenized, samples were transferred to pre-cleaned, pre-preserved laboratory supplied glassware and placed on ice in a cooler and transported to Alpha Analytical, a NYSDOH ELAP certified laboratory. Samples were shipped under proper chain-of-custody procedures. Results were provided as NYSDEC Analytical Services Protocol (ASP)-Category A Deliverables. Samples were analyzed for: • VOCs by USEPA Method 8206 • SVOCs by USEPA Method 8270 • TAL Metals by USEPA Methods 6010/7471 • Pesticides by USEPA Methods 8081 • PCBs by USEPA Method 8082 Soil Sample Analytical Results Soil analytical results were compared to the NYSDEC’s Title 6 NYCRR Part 375 and Final Commissioner Policy, CP-51 SCOs for UUSCO, and RUSCO. Analytical results are detailed in Table 1 though Table 3 and the complete laboratory analytical report is included in Appendix B. VOCs, SVOCs and PCBs were not detected at concentrations exceeding UUSCOs or RUSCOs in soil samples collected from soil borings SB001 through SB003. Metals, including arsenic, mercury and copper, were detected at concentrations exceeding their respective UUSCOs at boring locations SB001 through SB003. Metals impact exceeding UUSCOs was limited to the 0 to 2-inch samples. Of the metals detected, arsenic was the sole compound detected at concentrations exceeding RUSCOs. Several pesticides, including 4,4’-DDD, 4,4’-DDE, 4,4’-DDT, dieldrin, and endrin, were detected at concentrations exceeding UUSCOs in each of the 0 to 2-inch samples, and each of the 3 to 4-foot samples collected from boring locations SB001 to SB003. At each boring location, pesticide concentrations were lower in the 3 to 4-foot samples compared to the 0 to 2-inch samples. Based on these results, and the uniformity of arsenic, mercury and pesticide impact to shallow soils throughout the site, it appears that soil impact above UUSCOs in the vicinity of the adjacent boatyard is P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT related to the former agricultural usage of the property rather than the boatyard itself. P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 4.0 QUALITY ASSURANCE/QUALITY CONTROL (QA/QC) QA/QC samples were collected in accordance with the Phase II ESA Work Plan for this property. These samples were analyzed in the same manner as the field samples. The applicable types of QC samples for this project included blind duplicates, matrix spike/matrix spike duplicate (MS/MSD), equipment blanks, and field blanks. Field QC samples were labeled and shipped according to the procedures outlined above and according to the schedule below. Type Frequency Equipment Blank One per 20 samples per matrix Blind One per 20 samples per matrix Field Duplicate One per 20 samples per matrix Matrix Spike/Matrix Spike Duplicate One per 20 samples per matrix During the Phase II investigation, a total of one equipment blank and one field blank were collected. Equipment blanks were collected by pouring deionized water over sampling equipment and collecting the water in the appropriate sample containers. The field blanks were also collected by pouring deionized water into the appropriate sample containers. To evaluate the precision of the field sampling and laboratory analyses, during investigation one blind duplicates were collected. Equipment blank and field blank results indicate that samples collected do not appear to have been exposed to sources of contamination during field collection or transportation. There is good correlation between the results of the duplicate sample compared to the original sample for reported analytes. QA/QC sample results are summarized in Table 5 and Table 6. P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 5.0 CONCLUSIONS AND RECOMMENDATIONS PWGC has prepared this Report to document the findings of our Phase II ESA for the property located at 56655 Route 25 (aka Main Road) in Southold, New York. The Phase II ESA consisted of the following tasks: • Evaluation of potential impact to shallow soils throughout the site related to the former agricultural usage of the site and adjacent properties. • Evaluation of soil quality at the waste disposal area on the northwest corner of the site. • Evaluation of soil quality in along the western property boundary near the adjacent boatyard. 5.1 Conclusions Based on the results of the Phase II ESA, PWGC offers the following conclusions: • To evaluate potential impact related to the former agricultural usage of the subject property and adjacent properties, seven soil borings (SB006 through SB012) were installed throughout the property (approximately one per acre). At each boring location soil samples were collected from the 0 to 2-inch bgs and 18 to 24-inch bgs intervals. Analytical results showed arsenic detected at concentrations exceeding its RUSCO throughout the site and additional metals (mercury, lead, zinc) and multiple pesticides detected at concentrations exceeding their respective UUSCOs. Metals impact was generally limited to the 0 to 2-inch interval. Pesticides were detected in both the 0 to 2-inch and 18 to 24-inch intervals; however, pesticide concentrations were lower in the 18 to 24-inch samples compared to the 0 to 2-inch samples. Based on these results, it appears that shallow soils throughout the site are impacted with pesticides and metals likely related to the site’s former agricultural usage. • To evaluate potential impact related to the waste disposal area on the northwest portion of the site, two soil borings (SB004, SB005) were installed within the identified waste disposal area. No additional waste disposal areas were identified at the site during the Phase II ESA. At each boring location soil samples were collected from the 0 to 2-inch bgs and 3 to 4-foot bgs intervals. Analytical results showed arsenic detected at concentrations exceeding its RUSCO and mercury exceeding its UUSCO at both boring locations in the 0 to 2-inch sample interval. No other compounds were detected above their respective UUSCOs in samples collected from this area. Based on these results, and the uniformity of arsenic and mercury impact to shallow soils throughout the site, it appears that soil impact above UUSCOs in the vicinity of the waste disposal P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT area is related to the former agricultural usage of the property rather than the wastes observed at the site. • To evaluate potential impact related to the usage of the adjacent property as a boatyard, three soil borings (SB001 through SB003) were installed along the western boundary of the subject property. At each boring location soil samples were collected from the 0 to 2-inch bgs and 3 to 4- foot bgs intervals. Analytical results showed metals and pesticides were detected at concentrations exceeding their respective UUSCOs at boring locations SB001 through SB003. Metals impact exceeding UUSCOs was limited to the 0 to 2-inch samples. Of the metals detected, arsenic was the sole compound detected at concentrations exceeding RUSCOs. Pesticides were detected at concentrations exceeding UUSCOs in each of the 0 to 2-inch samples, and each of the 3 to 4-foot samples. At each boring location, pesticide concentrations were lower in the 3 to 4- foot samples compared to the 0 to 2-inch samples. Based on these results, and the uniformity of arsenic, mercury and pesticide impact to shallow soils throughout the site, it appears that soil impact above UUSCOs in the vicinity of the adjacent boatyard is related to the former agricultural usage of the property rather than the boatyard itself. 5.2 Recommendations Based on the conclusions detailed above, PWGC offers the following recommendations for the subject property: • Pesticides and metals likely related to historical agricultural use were detected in in shallow soils at the site. As future plans for the site consist of redeveloping the property into a hotel, PWGC recommends that a Soil and Materials Management Plan (SMMP) be prepared to address the identified impact. The SMMP will likely include the following provisions: o Proper offsite disposal of excess surface soils generated during redevelopment. o Impacted soils remaining onsite should be capped by impervious materials (e.g., concrete building slab, asphalt pavement), or clean fill material. P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 6.0 SIGNATURE OF ENVIRONMENTAL PROFESSIONAL I declare that, to the best of my professional knowledge and belief, I meet the definition of Environmental Professional as defined in Section 312.10 of 40 code of federal regulations (CFR) 312. I have the specific qualifications based on education, training and experience to assess a property of the nature, history and setting of the subject property. we have performed a Phase II ESA at the property at 271 South Street, Manorville, New York in conformance with the scope and limitations of ASTM Practice E 1903-11. Thomas Melia, PG Sr. Project Manager Report Completion Date: October 31, 2018 P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 7.0 REFERENCES 6 NYCRR Part 375 Environmental Remediation Programs Subparts 375-1 to 375-4 & 375-6. CP-51 / Soil Cleanup Guidance. DER-10 / Technical Guidance for Site Investigation and Remediation. Standard practice for Environmental Site Assessments: Phase II Environmental Site Assessment Process, ASTM Standard E 1903-11. P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT 8.0 LIMITATIONS The conclusions presented in this report are professional opinions based on the data described in this report. These opinions have been arrived at in accordance with currently accepted engineering and hydrogeologic standards and practices applicable to this location, and are subject to the following inherent limitations: 1. The data presented in this report are from visual inspections and examination of records prepared by others. The passage of time, manifestation of latent conditions, or occurrence of future events may require further exploration of the site, analysis of data, and re-evaluation of the findings, observations, and conclusions presented in this report. 2. The data reported and the findings, observations, and conclusions expressed are limited by the scope of work. The scope of work was defined by the request of the client. 3. No warranty or guarantee, whether expressed or implied, is made with respect to the data reported, findings, observations, or conclusions. These are based solely upon site conditions in existence at the time of the investigation, and other information obtained and reviewed by PWGC. 4. The conclusions presented in this report are professional opinions based on data described in this report. They are intended only for the purpose, site location, and project indicated. This report is not a definitive study of contamination at the site and should not be interpreted as such. 5. This report is based, in part, on information supplied to PWGC by third-party sources. While efforts have been made to substantiate this third-party information, PWGC cannot attest to the completeness or accuracy of information provided by others. P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT FIGURES Document Path: W:\Projects\A-D\AVG\1803\mapfiles\FIG01_SiteLocation_AVG1803.mxd 56655 Route 25Southold, NY SITE LOCATION Project: Designed by: Approved by: Drawn by: Figure No: Date: AVG1803 TM PH TM 1 8/6/2018 ^ 0 ¼½¾1Miles SUBJECT SITE ¯ R o u t e 2 5 R o a d B B oiss e a u A v e n u e DRAWING PREPARED FOR: UNAUTHORIZED ALTERATION OR ADDITION TO THISDRAWING AND RELATED DOCUMENTS IS A VIOLATIONOF SEC. 7209 OF THE N.Y.S. EDUCATION LAW DRAWING INFORMATION: FIGURE NO: REVISION DATE INITIAL COMMENTS Project:Designed by: Approved by: Drawn by:Date: Scale: AVG1803 TM PH TM 8/22/2018 AS SHOWN Document Path: W:\Projects\A-D\AVG\1803\mapfiles\FIG02_SitePlan_AVG1803.mxd 2 ¯ SITE PLAN 0 160 320 480 640Feet 56655 Route 25Southhold, NY 11971 Building Footprint Site Boundary Lot Boundaries Residential Residential Residential Furniture Store7-11 Hair Salon Florist Boat Yard Vacant Residential Building Shed Shed Shed Garage Approx. Waste Dumping Area !A !A !A !A !A !A !A !A !A !A !A !A R o u t e 2 5 R o a d B SB 0 0 1 SB 0 0 3 SB 0 0 2 SB 0 0 4 SB 0 0 5 SB 0 0 9 SB 0 0 8 SB 0 1 0 SB 0 0 7 SB 0 1 1 SB 0 0 6 SB 0 1 2 DRAWING PREPARED FOR:UNAUTHORIZED ALTERATION OR ADDITION TO THISDRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW DRAWING INFORMATION:FIGURE NO:REVISIONDATEINITIALCOMMENTS Project:Designed by:Approved by:Drawn by:Date:Scale:AVG1803TM PH TM10/29/2018 AS SHOWN Do c u m e n t P a t h : W : \ P r o j e c t s \ A - D \ A V G \ 1 8 0 3 \ m a p f i l e s \ F I G _ 0 3 _ P r o p o s e d _ S a m p l e _ L o c a t i o n s . m x d 3 ¯ SOIL SAMPLE LOCATIONS 0 1 6 0 3 2 0 4 8 0 6 4 0 Fe e t 56655 Route 25 Southhold, NY 11971!ASoil Sample (Agricultural)!ASoil Sample (Boat Yard)!ASoil Sample (Waste Area)Building Footprint Site Boundary Lot Boundaries Ap p r o x . W a s t e Du m p i n g A r e a An a l y t e Ars e n i c , T o t a l 3 1 . 2 1 0 . 9 Me r c u r y , T o t a l 0 . 4 4 0 . 0 7 5 4, 4 ' - D D D 0 . 0 0 6 8 2 0 . 0 0 1 7 4 U 4, 4 ' - D D E 0 . 5 4 6 0 . 0 2 7 5 4, 4 ' - D D T 0 . 5 4 2 0 . 0 2 7 4 Die l d r i n 0 . 02 7 1 0 . 0 0 6 4 8 SB 0 0 1 SB 0 0 1 ( 0 - 2 " ) S B 0 0 1 ( 3 ' - 4 ' ) An a l y t e Ars e n i c , T o t a l 3 4 . 5 5 . 2 Me r c u r y , T o t a l 0 . 3 3 0 . 0 1 6 J 4, 4 ' - D D D 0 . 0 0 4 5 2 0 . 0 0 1 6 7 U 4, 4 ' - D D E 0 . 5 0 . 0 3 1 4, 4 ' - D D T 0 . 4 5 5 0 . 0 4 5 6 Die l d r i n 0 . 03 4 7 0 . 0 0 2 8 8 P SB 0 0 2 SB 0 0 2 ( 0 - 2 " ) S B 0 0 2 ( 3 ' - 4 ' ) An a l y t e Ac e t o n e 0 . 0 8 4 0 . 0 1 Co p p e r , T o t a l 8 6 . 4 4 . 9 7 Me r c u r y , T o t a l 0 . 3 1 0 . 0 7 5 U 4, 4 ' - D D D 0 . 0 1 1 1 0 . 0 0 0 8 4 5 J 4, 4 ' - D D E 1 . 1 3 0 . 0 1 7 2 4, 4 ' - D D T 1 . 5 7 0 . 0 3 1 5 Die l d r i n 0 . 04 9 2 0 . 0 0 1 5 9 En d r i n 0 . 0 3 5 4 0 . 0 0 2 4 SB 0 0 3 SB 0 0 3 ( 0 - 2 " ) S B 0 0 3 ( 3 ' - 4 ' ) An a l y t e Ac e t o n e 0 . 0 6 1 0 . 0 2 8 Ars e n i c , T o t a l 3 3 . 6 1 . 5 3 Me r c u r y , T o t a l 0 . 2 9 0 . 0 6 4 U SB 0 0 4 SB 0 0 4 ( 0 - 2 " ) S B 0 0 4 ( 3 ' - 4 ' ) An a l y t e Ac e t o n e 0 . 0 9 1 0 . 0 1 4 Ars e n i c , T o t a l 4 3 . 9 1 . 6 8 Me r c u r y , T o t a l 0 . 2 9 2 0 . 0 6 4 U SB 0 0 5 SB 0 0 5 ( 0 - 2 " ) S B 0 0 5 ( 3 ' - 4 ' ) An a l y t e Ars e n i c , T o t a l 2 9 . 2 2 . 9 Me r c u r y , T o t a l 0 . 2 4 0 . 0 7 U 4, 4 ' - D D D 0 . 0 0 6 3 3 P 0 . 0 0 1 7 9 U 4, 4 ' - D D E 0 . 4 2 0 . 0 0 9 6 5 4, 4 ' - D D T 0 . 5 2 0 . 0 1 4 8 Die l d r i n 0 . 0 3 2 2 0 . 0 0 1 6 P SB 0 0 6 SB 0 0 6 ( 0 - 2 " ) S B 0 0 6 ( 1 8 ' ' - 2 4 ' ' ) An a l y t e 4, 4 ' - D D D 0 . 0 0 3 8 7 0 . 0 0 2 1 4 4, 4 ' - D D E 0 . 4 2 6 0 . 1 0 2 4, 4 ' - D D T 0 . 3 8 9 0 . 0 8 2 4 Die l d r i n 0 . 02 3 6 0 . 0 1 3 9 SB 0 0 7 ( 0 - 2 " ) S B 0 0 7 ( 1 8 ' ' - 2 4 ' ' ) SB 0 0 7 An a l y t e Ars e n i c , T o t a l 4 1 . 8 5 . 2 Me r c u r y , T o t a l 0 . 7 2 1 0 . 0 2 J 4, 4 ' - D D D 0 . 0 0 8 0 1 0 . 0 0 0 8 1 9 J 4, 4 ' - D D E 0 . 8 2 6 0 . 0 2 7 4 4, 4 ' - D D T 1 0 . 0 2 3 2 Die l d r i n 0 . 0 3 6 8 0 . 0 0 5 3 9 SB 0 1 0 ( 0 - 2 " ) S B 0 1 0 ( 1 8 ' ' - 2 4 ' ' ) SB 0 1 0 Analyte 4,4' -DDD0.004180.0018U 4,4' -DDE0.5190.0198 4,4' -DDT0.4480.0168 Dieldrin0.02470.00105JSB011 (0-2")SB011 (18''-24'')SB011 An a l y t e Me r c u r y , T o t a l 0 . 2 0 2 0 . 0 2 1 J 4, 4 ' - D D D 0 . 0 0 5 6 4 0 . 0 0 0 9 0 3 J 4, 4 ' - D D E 0 . 3 3 5 0 . 0 5 9 9 4, 4 ' - D D T 0 . 4 4 5 0 . 0 4 7 4 Die l d r i n 0 . 0 1 4 4 0 . 0 0 6 5 5 P SB 0 1 2 ( 0 - 2 " ) S B 0 1 2 ( 1 8 ' ' - 2 4 ' ' ) SB 0 1 2 Hi g h l i g h t e d te x t de n o t e s co n c e n t r a t i o n s ex c e e d i n g Un r e s t r i c t e d Us e SC O Hi g h l i g h t e d te x t de n o t e s co n c e n t r a t i o n s ex c e e d i n g Re s i d e n t i a l Us e SC O Analyte Arsenic, Total26.65.52 4,4' -DDD0.00921P0.00185U 4,4' -DDE0.6150.0409 4,4' -DDT0.6030.0399 Dieldrin0.0250.00213SB008 (0-2")SB008 (18''-24'')SB008 No t e s : U - I n d i c a t e s t h e c o m p o u n d w a s a n a l y z e d f o r b u t w a s n o t d e t e c t e d . J - I n d i c a t e s a n e s t i m a t e d v a l u e . E - C o n c e n t r a t i o n o f a n a l y t e e x c e e d s t h e r a n g e o f t h e c a li b r a t i o n c u r v e a n d / o r l i n e a r r a n g e o f t h e i n s t r u m e n t . P - T h e R e l a t i v e P e r c e n t D i f f e r e n c e b e t w e e n t h e r e s u l t s f o r t h e t w o c o l u m s e x c e e d s t h e m e t h o d - s p e c i f i e d c r i t e r i a . An a l y t e Ars e n i c , T o t a l 4 2 . 8 1 6 . 4 Le a d , T o t a l 1 2 8 2 5 . 0 Me r c u r y , T o t a l 0 . 3 6 0 . 0 9 4 Zin c , T o t a l 1 4 9 5 3 . 3 4, 4 ' - D D D 0 . 0 0 6 7 8 P 0 . 0 0 1 0 2 J 4, 4 ' - D D E 0 . 3 9 8 0 . 0 7 6 7 4, 4 ' - D D T 0 . 4 6 6 0 . 0 8 2 5 Die l d r i n 0 . 0 3 8 4 0 . 0 1 5 7 SB 0 0 9 ( 0 - 2 " ) S B 0 0 9 ( 1 8 ' ' - 2 4 ' ' ) SB 0 0 9 P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT TABLES Table 1 Soil Sample Data Analytical Summary - Volatile Organic Compounds 56655 Route 25, Southold, New York Client Sample ID: Laboratory ID: Sampling Date: Volatile Organic Compounds 1,1,1,2-Tetrachloroethane NA NA 0.0007 U 0.00055 U 0.00062 U 0.00067 U 0.00072 U 0.00048 U 0.00069 U 0.00045 U 0.00067 U 0.0006 U 1,1,1-Trichloroethane 0.68 100 0.0007 U 0.00055 U 0.00062 U 0.00067 U 0.00072 U 0.00048 U 0.00069 U 0.00045 U 0.00067 U 0.0006 U 1,1,2,2-Tetrachloroethane NA NA 0.0007 U 0.00055 U 0.00062 U 0.00067 U 0.00072 U 0.00048 U 0.00069 U 0.00045 U 0.00067 U 0.0006 U 1,1,2-Trichloroethane NA NA 0.0014 U 0.0011 U 0.0012 U 0.0013 U 0.0014 U 0.00096 U 0.0014 U 0.0009 U 0.0013 U 0.0012 U 1,1-Dichloroethane 0.27 19 0.0014 U 0.0011 U 0.0012 U 0.0013 U 0.0014 U 0.00096 U 0.0014 U 0.0009 U 0.0013 U 0.0012 U 1,1-Dichloroethene 0.33 100 0.0014 U 0.0011 U 0.0012 U 0.0013 U 0.0014 U 0.00096 U 0.0014 U 0.0009 U 0.0013 U 0.0012 U 1,1-Dichloropropene NA NA 0.0007 U 0.00055 U 0.00062 U 0.00067 U 0.00072 U 0.00048 U 0.00069 U 0.00045 U 0.00067 U 0.0006 U 1,2,3-Trichlorobenzene NA NA 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U 1,2,3-Trichloropropane NA NA 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U 1,2,4,5-Tetramethylbenzene NA NA 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U 1,2,4-Trichlorobenzene NA NA 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U 1,2,4-Trimethylbenzene 3.6 47 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U 1,2-Dibromo-3-chloropropane NA NA 0.0042 U 0.0033 U 0.0037 U 0.004 U 0.0043 U 0.0029 U 0.0041 U 0.0027 U 0.004 U 0.0036 U 1,2-Dibromoethane NA NA 0.0014 U 0.0011 U 0.0012 U 0.0013 U 0.0014 U 0.00096 U 0.0014 U 0.0009 U 0.0013 U 0.0012 U 1,2-Dichlorobenzene 1.1 100 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U 1,2-Dichloroethane 0.02 2.3 0.0014 U 0.0011 U 0.0012 U 0.0013 U 0.0014 U 0.00096 U 0.0014 U 0.0009 U 0.0013 U 0.0012 U 1,2-Dichloroethene, Total NA NA 0.0014 U 0.0011 U 0.0012 U 0.0013 U 0.0014 U 0.00096 U 0.0014 U 0.0009 U 0.0013 U 0.0012 U 1,2-Dichloropropane NA NA 0.0014 U 0.0011 U 0.0012 U 0.0013 U 0.0014 U 0.00096 U 0.0014 U 0.0009 U 0.0013 U 0.0012 U 1,3,5-Trimethylbenzene 8.4 47 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U 1,3-Dichlorobenzene 2.4 17 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U 1,3-Dichloropropane NA NA 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U 1,3-Dichloropropene, Total NA NA 0.0007 U 0.00055 U 0.00062 U 0.00067 U 0.00072 U 0.00048 U 0.00069 U 0.00045 U 0.00067 U 0.0006 U 1,4-Dichlorobenzene 1.8 9.8 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U 1,4-Dioxane 0.1 9.8 0.14 U 0.11 U 0.12 U 0.13 U 0.14 U 0.096 U 0.14 U 0.09 U 0.13 U 0.12 U 2,2-Dichloropropane NA NA 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U 2-Butanone 0.12 100 0.014 U 0.011 U 0.012 U 0.013 U 0.014 U 0.0096 U 0.014 U 0.009 U 0.013 U 0.012 U 2-Hexanone NA NA 0.014 U 0.011 U 0.012 U 0.013 U 0.014 U 0.0096 U 0.014 U 0.009 U 0.013 U 0.012 U 4-Methyl-2-pentanone NA NA 0.014 U 0.011 U 0.012 U 0.013 U 0.014 U 0.0096 U 0.014 U 0.009 U 0.013 U 0.012 U Acetone 0.05 100 0.014 U 0.011 U 0.03 0.037 0.084 0.01 0.061 0.028 0.091 0.014 Acrylonitrile NA NA 0.0056 U 0.0044 U 0.005 U 0.0054 U 0.0058 U 0.0038 U 0.0055 U 0.0036 U 0.0054 U 0.0048 U Benzene 0.06 2.9 0.0007 U 0.00055 U 0.00062 U 0.00067 U 0.00027 J 0.00048 U 0.00069 U 0.00045 U 0.00067 U 0.0006 U Bromobenzene NA NA 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U Bromochloromethane NA NA 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U Bromodichloromethane NA NA 0.0007 U 0.00055 U 0.00062 U 0.00067 U 0.00072 U 0.00048 U 0.00069 U 0.00045 U 0.00067 U 0.0006 U Bromoform NA NA 0.0056 U 0.0044 U 0.005 U 0.0054 U 0.0058 U 0.0038 U 0.0055 U 0.0036 U 0.0054 U 0.0048 U Bromomethane NA NA 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U Carbon disulfide NA NA 0.014 U 0.011 U 0.012 U 0.013 U 0.014 U 0.0096 U 0.014 U 0.009 U 0.013 U 0.012 U Carbon tetrachloride 0.76 1.4 0.0014 U 0.0011 U 0.0012 U 0.0013 U 0.0014 U 0.00096 U 0.0014 U 0.0009 U 0.0013 U 0.0012 U Chlorobenzene 1.1 100 0.0007 U 0.00055 U 0.00062 U 0.00067 U 0.00072 U 0.00048 U 0.00069 U 0.00045 U 0.00067 U 0.0006 U Chloroethane NA NA 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U Chloroform 0.37 10 0.0021 U 0.0016 U 0.0019 U 0.002 U 0.0022 U 0.0014 U 0.0021 U 0.0013 U 0.002 U 0.0018 U Chloromethane NA NA 0.0056 U 0.0044 U 0.005 U 0.0054 U 0.0058 U 0.0038 U 0.0055 U 0.0036 U 0.0054 U 0.0048 U cis-1,2-Dichloroethene 0.25 59 0.0014 U 0.0011 U 0.0012 U 0.0013 U 0.0014 U 0.00096 U 0.0014 U 0.0009 U 0.0013 U 0.0012 U cis-1,3-Dichloropropene NA NA 0.0007 U 0.00055 U 0.00062 U 0.00067 U 0.00072 U 0.00048 U 0.00069 U 0.00045 U 0.00067 U 0.0006 U Dibromochloromethane NA NA 0.0014 U 0.0011 U 0.0012 U 0.0013 U 0.0014 U 0.00096 U 0.0014 U 0.0009 U 0.0013 U 0.0012 U Dibromomethane NA NA 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U Dichlorodifluoromethane NA NA 0.014 U 0.011 U 0.012 U 0.013 U 0.014 U 0.0096 U 0.014 U 0.009 U 0.013 U 0.012 U Ethyl ether NA NA 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U Ethylbenzene 1 30 0.0014 U 0.0011 U 0.0012 U 0.0013 U 0.0014 U 0.00096 U 0.0014 U 0.0009 U 0.0013 U 0.0012 U Hexachlorobutadiene NA NA 0.0056 U 0.0044 U 0.005 U 0.0054 U 0.0058 U 0.0038 U 0.0055 U 0.0036 U 0.0054 U 0.0048 U Isopropylbenzene NA NA 0.0014 U 0.0011 U 0.0012 U 0.0013 U 0.0014 U 0.00096 U 0.0014 U 0.0009 U 0.0013 U 0.0012 U Methyl tert butyl ether 0.93 62 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U Methylene chloride 0.05 51 0.007 U 0.0055 U 0.0062 U 0.0067 U 0.0072 U 0.0048 U 0.0069 U 0.0045 U 0.0067 U 0.006 U n-Butylbenzene 12 100 0.0014 U 0.0011 U 0.0012 U 0.0013 U 0.0014 U 0.00096 U 0.0014 U 0.0009 U 0.0013 U 0.0012 U n-Propylbenzene 3.9 100 0.0014 U 0.0011 U 0.0012 U 0.0013 U 0.0014 U 0.00096 U 0.0014 U 0.0009 U 0.0013 U 0.0012 U Naphthalene 12 100 0.0056 U 0.0044 U 0.005 U 0.0054 U 0.0058 U 0.0038 U 0.0055 U 0.0036 U 0.0054 U 0.0048 U o-Chlorotoluene NA NA 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U o-Xylene NA NA 0.0014 U 0.0011 U 0.0012 U 0.0013 U 0.0014 U 0.00096 U 0.0014 U 0.0009 U 0.0013 U 0.0012 U p-Chlorotoluene NA NA 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U p-Diethylbenzene NA NA 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U p-Ethyltoluene NA NA 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U p-Isopropyltoluene NA NA 0.0014 U 0.0011 U 0.0012 U 0.0013 U 0.0014 U 0.00096 U 0.0014 U 0.0009 U 0.0013 U 0.0012 U p/m-Xylene NA NA 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U sec-Butylbenzene 11 100 0.0014 U 0.0011 U 0.0012 U 0.0013 U 0.0014 U 0.00096 U 0.0014 U 0.0009 U 0.0013 U 0.0012 U Styrene NA NA 0.0014 U 0.0011 U 0.0012 U 0.0013 U 0.0014 U 0.00096 U 0.0014 U 0.0009 U 0.0013 U 0.0012 U tert-Butylbenzene 5.9 100 0.0028 U 0.0022 U 0.0025 U 0.0027 U 0.0029 U 0.0019 U 0.0028 U 0.0018 U 0.0027 U 0.0024 U Tetrachloroethene 1.3 5.5 0.0007 U 0.00055 U 0.00062 U 0.00067 U 0.00072 U 0.00048 U 0.00069 U 0.00045 U 0.00067 U 0.0006 U Toluene 0.7 100 0.0014 U 0.0011 U 0.0012 U 0.0013 U 0.0014 U 0.00096 U 0.0014 U 0.0009 U 0.0013 U 0.0012 U trans-1,2-Dichloroethene 0.19 100 0.0021 U 0.0016 U 0.0019 U 0.002 U 0.0022 U 0.0014 U 0.0021 U 0.0013 U 0.002 U 0.0018 U trans-1,3-Dichloropropene NA NA 0.0014 U 0.0011 U 0.0012 U 0.0013 U 0.0014 U 0.00096 U 0.0014 U 0.0009 U 0.0013 U 0.0012 U trans-1,4-Dichloro-2-butene NA NA 0.007 U 0.0055 U 0.0062 U 0.0067 U 0.0072 U 0.0048 U 0.0069 U 0.0045 U 0.0067 U 0.006 U Trichloroethene 0.47 10 0.0007 U 0.00055 U 0.00062 U 0.00067 U 0.00072 U 0.00048 U 0.00069 U 0.00045 U 0.00067 U 0.0006 U Trichlorofluoromethane NA NA 0.0056 U 0.0044 U 0.005 U 0.0054 U 0.0058 U 0.0038 U 0.0055 U 0.0036 U 0.0054 U 0.0048 U Vinyl acetate NA NA 0.014 U 0.011 U 0.012 U 0.013 U 0.014 U 0.0096 U 0.014 U 0.009 U 0.013 U 0.012 U Vinyl chloride 0.02 0.21 0.0014 U 0.0011 U 0.0012 U 0.0013 U 0.0014 U 0.00096 U 0.0014 U 0.0009 U 0.0013 U 0.0012 U Xylenes, Total 0.26 100 0.0014 U 0.0011 U 0.0012 U 0.0013 U 0.0014 U 0.00096 U 0.0014 U 0.0009 U 0.0013 U 0.0012 U Notes: All units are mg/kg (ppm) (1) NYSDEC 6 NYCRR Environmental Remediation Programs Part 375 Residential Use of Soil Cleanup Objective Table 375-6.8b 12/06 (2) NYSDEC 6 NYCRR Environmental Remediation Programs Part 375 Unrestriced Use of Soil Cleanup Objective Table 375-6.8a 12/06 U - Indicates the compound was analyzed for but was not detected. J - Indicates an estimated value. Yellow highlighted text denotes concentrations exceeding Unrestricted Use SCO Orange highlighted text denotes concentrations exceeding Residential Use SCO 9/24/2018 9/24/2018 9/24/2018 9/24/2018 SB005 (0-2")SB005 (3'-4')NYSDEC SCOs Residential Use (1) SB003 (0-2")SB003 (3'-4')SB004 (0-2")SB004 (3'-4') L1838178-05 L1838178-06 L1838178-07 L1838178-08L1838178-04 L1838178-09 L1838178-10 9/24/2018 9/24/2018NYSDEC SCOs Unrestricted Use (2) SB001 (0-2")SB001 (3'-4')SB002 (0-2")SB002 (3'-4') 9/24/2018 9/24/2018 9/24/2018 9/24/2018 L1838178-01 L1838178-02 L1838178-03 Table 2 Soil Sample Data Analytical Summary - Semi-Volatile Organic Compounds 56655 Route 25, Southold, New York Client Sample ID: Laboratory ID: Sampling Date: Semi-Volatile Organic Compounds 1,2,4,5-Tetrachlorobenzene NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U 1,2,4-Trichlorobenzene NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U 1,2-Dichlorobenzene 1.1 100 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U 1,3-Dichlorobenzene 2.4 17 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U 1,4-Dichlorobenzene 1.8 9.8 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U 2,4,5-Trichlorophenol NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U 2,4,6-Trichlorophenol NS NS 0.11 U 0.11 U 0.11 U 0.11 U 0.12 U 0.12 U 0.12 U 0.1 U 0.12 U 0.1 U 2,4-Dichlorophenol NS NS 0.17 U 0.16 U 0.17 U 0.16 U 0.17 U 0.18 U 0.17 U 0.15 U 0.17 U 0.15 U 2,4-Dimethylphenol NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U 2,4-Dinitrophenol NS NS 0.9 U 0.87 U 0.9 U 0.85 U 0.93 U 0.93 U 0.93 U 0.8 U 0.92 U 0.8 U 2,4-Dinitrotoluene NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U 2,6-Dinitrotoluene NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U 2-Chloronaphthalene NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U 2-Chlorophenol NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U 2-Methylnaphthalene NS NS 0.22 U 0.22 U 0.22 U 0.21 U 0.23 U 0.23 U 0.23 U 0.2 U 0.23 U 0.2 U 2-Methylphenol 0.33 100 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U 2-Nitroaniline NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U 2-Nitrophenol NS NS 0.4 U 0.39 U 0.4 U 0.38 U 0.42 U 0.42 U 0.42 U 0.36 U 0.42 U 0.36 U 3,3'-Dichlorobenzidine NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U 3-Methylphenol/4-Methylphenol 0.33 34 0.27 U 0.26 U 0.27 U 0.26 U 0.28 U 0.28 U 0.28 U 0.24 U 0.28 U 0.24 U 3-Nitroaniline NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U 4,6-Dinitro-o-cresol NS NS 0.49 U 0.47 U 0.48 U 0.46 U 0.5 U 0.5 U 0.5 U 0.43 U 0.5 U 0.43 U 4-Bromophenyl phenyl ether NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U 4-Chloroaniline NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U 4-Chlorophenyl phenyl ether NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U 4-Nitroaniline NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U 4-Nitrophenol NS NS 0.26 U 0.25 U 0.26 U 0.25 U 0.27 U 0.27 U 0.27 U 0.23 U 0.27 U 0.23 U Acenaphthene 20 100 0.15 U 0.14 U 0.15 U 0.14 U 0.16 U 0.16 U 0.15 U 0.13 U 0.15 U 0.13 U Acenaphthylene 100 100 0.15 U 0.14 U 0.15 U 0.14 U 0.16 U 0.16 U 0.15 U 0.13 U 0.15 U 0.13 U Acetophenone NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U Anthracene 100 100 0.11 U 0.11 U 0.11 U 0.11 U 0.12 U 0.12 U 0.12 U 0.1 U 0.12 U 0.1 U Benzo(a)anthracene 1 1 0.057 J 0.11 U 0.11 U 0.11 U 0.022 J 0.12 U 0.12 U 0.1 U 0.12 U 0.1 U Benzo(a)pyrene 1 1 0.055 J 0.14 U 0.15 U 0.14 U 0.16 U 0.16 U 0.15 U 0.13 U 0.15 U 0.13 U Benzo(b)fluoranthene 1 1 0.094 J 0.11 U 0.11 U 0.11 U 0.12 U 0.12 U 0.12 U 0.1 U 0.12 U 0.1 U Benzo(ghi)perylene 100 100 0.042 J 0.14 U 0.15 U 0.14 U 0.16 U 0.16 U 0.15 U 0.13 U 0.15 U 0.13 U Benzo(k)fluoranthene 0.8 1 0.11 U 0.11 U 0.11 U 0.11 U 0.12 U 0.12 U 0.12 U 0.1 U 0.12 U 0.1 U Benzoic Acid NS NS 0.6 U 0.59 U 0.32 J 0.57 U 0.52 J 0.63 U 0.34 J 0.54 U 0.62 U 0.54 U Benzyl Alcohol NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U Biphenyl NS NS 0.43 U 0.41 U 0.42 U 0.4 U 0.44 U 0.44 U 0.44 U 0.38 U 0.44 U 0.38 U Bis(2-chloroethoxy)methane NS NS 0.2 U 0.2 U 0.2 U 0.19 U 0.21 U 0.21 U 0.21 U 0.18 U 0.21 U 0.18 U Bis(2-chloroethyl)ether NS NS 0.17 U 0.16 U 0.17 U 0.16 U 0.17 U 0.18 U 0.17 U 0.15 U 0.17 U 0.15 U Bis(2-chloroisopropyl)ether NS NS 0.22 U 0.22 U 0.22 U 0.21 U 0.23 U 0.23 U 0.23 U 0.2 U 0.23 U 0.2 U Bis(2-ethylhexyl)phthalate NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U Butyl benzyl phthalate NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U Carbazole NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U Chrysene 1 1 0.077 J 0.11 U 0.024 J 0.11 U 0.025 J 0.12 U 0.028 J 0.1 U 0.026 J 0.1 U Di-n-butylphthalate NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U Di-n-octylphthalate NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U Dibenzo(a,h)anthracene 0.33 0.33 0.11 U 0.11 U 0.11 U 0.11 U 0.12 U 0.12 U 0.12 U 0.1 U 0.12 U 0.1 U Dibenzofuran 7 14 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U Diethyl phthalate NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U Dimethyl phthalate NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U Fluoranthene 100 100 0.14 0.11 U 0.039 J 0.11 U 0.043 J 0.12 U 0.039 J 0.1 U 0.036 J 0.1 U Fluorene 30 100 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U Hexachlorobenzene 0.33 0.33 0.11 U 0.11 U 0.11 U 0.11 U 0.12 U 0.12 U 0.12 U 0.1 U 0.12 U 0.1 U Hexachlorobutadiene NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U Hexachlorocyclopentadiene NS NS 0.53 U 0.52 U 0.53 U 0.51 U 0.55 U 0.56 U 0.55 U 0.48 U 0.55 U 0.48 U Hexachloroethane NS NS 0.15 U 0.14 U 0.15 U 0.14 U 0.16 U 0.16 U 0.15 U 0.13 U 0.15 U 0.13 U Indeno(1,2,3-cd)pyrene 0.5 0.5 0.044 J 0.14 U 0.15 U 0.14 U 0.16 U 0.16 U 0.15 U 0.13 U 0.15 U 0.13 U Isophorone NS NS 0.17 U 0.16 U 0.17 U 0.16 U 0.17 U 0.18 U 0.17 U 0.15 U 0.17 U 0.15 U n-Nitrosodi-n-propylamine NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U Naphthalene 12 100 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U NDPA/DPA NS NS 0.15 U 0.14 U 0.15 U 0.14 U 0.16 U 0.16 U 0.15 U 0.13 U 0.15 U 0.13 U Nitrobenzene NS NS 0.17 U 0.16 U 0.17 U 0.16 U 0.17 U 0.18 U 0.17 U 0.15 U 0.17 U 0.15 U p-Chloro-m-cresol NS NS 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U Pentachlorophenol 0.8 2.4 0.15 U 0.14 U 0.15 U 0.14 U 0.16 U 0.16 U 0.15 U 0.13 U 0.15 U 0.13 U Phenanthrene 100 100 0.06 J 0.11 U 0.11 U 0.11 U 0.12 U 0.12 U 0.028 J 0.1 U 0.029 J 0.1 U Phenol 0.33 100 0.19 U 0.18 U 0.19 U 0.18 U 0.19 U 0.19 U 0.19 U 0.17 U 0.19 U 0.17 U Pyrene 100 100 0.11 0.11 U 0.034 J 0.11 U 0.036 J 0.12 U 0.032 J 0.1 U 0.031 J 0.1 U Notes: All units are mg/kg (ppm) (1) NYSDEC 6 NYCRR Environmental Remediation Programs Part 375 Residential Use of Soil Cleanup Objective Table 375-6.8b 12/06 (2) NYSDEC 6 NYCRR Environmental Remediation Programs Part 375 Unrestriced Use of Soil Cleanup Objective Table 375-6.8a 12/06 U - Indicates the compound was analyzed for but was not detected. J - Indicates an estimated value. Yellow highlighted text denotes concentrations exceeding Unrestricted Use SCO Orange highlighted text denotes concentrations exceeding Residential Use SCO NYSDEC SCOs Residential Use (1) SB003 (3'-4')SB002 (3'-4') 9/24/2018 L1838178-04 9/24/2018 L1838178-06 SB005 (3'-4') 9/24/2018 L1838178-10 9/24/2018 L1838178-05 SB004 (0-2")SB003 (0-2") 9/24/2018 L1838178-07L1838178-01 L1838178-02 L1838178-03 NYSDEC SCOs Unrestricted Use (2) SB001 (0-2")SB001 (3'-4')SB002 (0-2") 9/24/2018 9/24/2018 9/24/2018 SB005 (0-2") 9/24/2018 SB004 (3'-4') 9/24/2018 L1838178-08 L1838178-09 Table 3 Soil Sample Data Analytical Summary - Total Metals 56655 Route 25, Southold, New York Client Sample ID: Laboratory ID: Sampling Date: Total Metals Aluminum, Total NS NS 10,900 13,100 11,300 11,900 11,700 4,450 10,600 2,020 13,500 2,230 12,400 6,660 Antimony, Total NS NS 4.5 U 4.36 U 4.47 U 4.18 U 4.7 U 4.57 U 4.66 U 3.97 U 4.5 U 3.88 U 4.64 U 4.46 U Arsenic, Total 13 16 31.2 10.9 34.5 5.2 36.2 2.9 33.6 1.53 43.9 1.68 29.2 2.9 Barium, Total 350 350 49.9 44.6 30.9 20.5 39.5 7.66 32.1 4.22 41.3 4.7 37.6 10.6 Beryllium, Total 7.2 14 0.243 J 0.235 J 0.232 J 0.084 J 0.226 J 0.119 J 0.214 J 0.397 U 0.288 J 0.031 J 0.222 J 0.054 J Cadmium, Total 2.5 2.5 0.324 J 0.226 J 0.295 J 0.376 J 0.301 J 0.156 J 0.298 J 0.794 U 0.315 J 0.078 J 0.278 J 0.205 J Calcium, Total NS NS 1,640 408 614 235 612 56 864 31.2 696 47.6 890 198 Chromium, Total 30 36 15.1 13.3 14.4 15.1 15.3 6.28 14.4 4.59 17 3.58 14.8 11.8 Cobalt, Total NS NS 3.45 4.23 3.42 7.81 3.38 6.43 3.59 2.36 3.3 4.92 4.15 5.05 Copper, Total 50 270 14.6 6.84 13 7.59 86.4 4.97 11.8 2.66 20.8 3.02 11.4 5.76 Iron, Total NS NS 11,500 11,600 11,600 19,400 12,400 8,990 11,700 3,510 14,400 3,680 13,800 12,100 Lead, Total 63 400 54 11.4 38 5.4 40 2.8 J 38 1.81 J 43.2 2.02 J 28 3.8 J Magnesium, Total NS NS 1,600 1,400 1,440 2,010 1,420 750 1,500 354 1620 393 1,690 1,220 Manganese, Total 1,600 2,000 137 171 95 170 101 241 118 68.1 106 147 146 124 Mercury, Total 0.18 0.81 0.44 0.075 0.33 0.016 J 0.31 0.075 U 0.29 0.064 U 0.292 0.064 U 0.24 0.07 U Nickel, Total 30 140 5.6 5.87 5.7 6.53 5.4 3.38 5.4 2.42 5.52 2.26 5.6 4.83 Potassium, Total NS NS 604 348 414 458 344 213 J 562 130 J 544 123 J 492 296 Selenium, Total 3.9 36 0.459 J 0.34 J 1.79 U 1.67 U 0.592 J 1.83 U 0.308 J 1.59 U 0.594 J 1.55 U 0.408 J 0.321 J Silver, Total 2 36 0.900 U 0.9 U 0.894 U 0.8 U 0.940 U 0.9 U 0.933 U 0.794 U 0.899 U 0.776 U 0.927 U 0.9 U Sodium, Total NS NS 51.5 J 33.7 J 42.2 J 34.4 J 26.7 J 9.56 J 34.3 J 5.53 J 29.3 J 5.75 J 31.8 J 20 J Thallium, Total NS NS 1.8 U 1.74 U 1.79 U 1.67 U 1.88 U 1.83 U 1.86 U 1.59 U 1.8 U 1.55 U 1.85 U 1.78 U Vanadium, Total NS NS 21.5 22.2 22.5 26 23.2 10.9 22.1 5.38 26.1 5.75 24.1 19.5 Zinc, Total 109 2,200 32 26.2 24 19.2 35 8.7 25 4.8 24.3 5.39 24 13.5 Client Sample ID: Laboratory ID: Sampling Date: Total Metals Aluminum, Total NS NS NA 14,000 11,600 15,600 14,000 16,300 12,200 13,300 10,200 15,200 11,200 13,400 Antimony, Total NS NS NA 4.51 U 4.79 U 4.76 U 4.91 U 4.7 U 4.59 U 4.31 U 1.98 J 0.819 J 0.762 J 1.14 J Arsenic, Total 13 16 NA 7.38 26.6 5.52 42.8 16.4 41.8 5.2 29 5.69 33.5 12.3 Barium, Total 350 350 NA 28.3 38.2 30.3 91.6 41.5 37.9 22.6 30.2 26.1 31.4 24 Beryllium, Total 7.2 14 NA 0.189 J 0.22 J 0.286 J 0.314 J 0.179 J 0.257 J 0.164 J 0.436 J 0.488 0.455 J 0.516 Cadmium, Total 2.5 2.5 NA 0.279 J 0.307 J 0.238 J 0.589 J 0.376 J 0.303 J 0.276 J 0.3 J 0.294 J 0.288 J 0.288 J Calcium, Total NS NS NA 307 887 485 2,260 732 619 210 700 324 903 300 Chromium, Total 30 36 NA 15.3 14 15.3 17.2 18 15.4 14.6 12.6 16.5 13.7 15.2 Cobalt, Total NS NS NA 5.87 4.35 4.38 4.31 6.94 3.61 5.84 3.36 6.13 3.99 7.44 Copper, Total 50 270 NA 6.16 10.5 4.39 33.3 13.9 14.9 7.27 12.7 8.29 13.6 11.4 Iron, Total NS NS NA 15,800 12,600 15,000 14,900 20,400 12,800 15,500 12,000 15,100 12,900 18,600 Lead, Total 63 400 NA 7.85 31.3 6.9 128 25.0 37.8 6 37.1 8.78 34.8 9.94 Magnesium, Total NS NS NA 1760 1660 1,710 1,800 2,210 1,530 1,930 1,420 2,350 1,650 2,030 Manganese, Total 1,600 2,000 NA 174 165 114 240 219 100 165 113 141 119 209 Mercury, Total 0.18 0.81 NA 0.042 J 0.175 0.043 J 0.36 0.094 0.721 0.02 J 0.162 0.026 J 0.202 0.021 J Nickel, Total 30 140 NA 6.79 5.9 6.12 6.5 7.36 5.71 6.9 5.4 8.84 6.46 8.04 Potassium, Total NS NS NA 336 427 340 619 514 379 381 361 363 394 342 Selenium, Total 3.9 36 NA 0.604 J 0.268 J 0.324 J 0.903 J 0.527 J 0.349 J 0.328 J 0.291 J 0.506 J 0.566 J 1.13 J Silver, Total 2 36 NA 0.901 U 0.959 U 1.0 U 0.982 U 0.9 U 0.9 U 0.863 U 0.9 U 0.92 U 0.929 U 0.874 U Sodium, Total NS NS NA 32.6 J 31.3 J 36 J 43.7 J 42.5 J 26.7 J 27.4 J 64.3 J 37.8 J 29.8 J 33.1 J Thallium, Total NS NS NA 1.8 U 1.92 U 1.9 U 1.96 U 1.88 U 1.84 U 1.72 U 1.82 U 1.84 U 1.86 U 1.75 U Vanadium, Total NS NS NA 26.3 23.4 27.5 26.6 32.3 24.7 25.3 21.4 29.5 23.5 27.5 Zinc, Total 109 2,200 NA 23.6 29.7 17.8 149 53.3 24.1 21 22.5 22.7 24.5 22.1 Notes: All units are mg/kg (ppm) (1) NYSDEC 6 NYCRR Environmental Remediation Programs Part 375 Residential Use of Soil Cleanup Objective Table 375-6.8b 12/06 (2) NYSDEC 6 NYCRR Environmental Remediation Programs Part 375 Unrestriced Use of Soil Cleanup Objective Table 375-6.8a 12/06 U - Indicates the compound was analyzed for but was not detected. J - Indicates an estimated value. E - Concentration of analyte exceeds the range of the calibration curve and/or linear range of the instrument. Yellow highlighted text denotes concentrations exceeding Unrestricted Use SCO Orange highlighted text denotes concentrations exceeding Residential Use SCO L1838178-23 L1838178-24L1838178-18 L1838178-19 L1838178-20 L1838178-21 L1838178-22 9/24/2018 9/24/2018 9/24/20189/24/2018 9/24/2018 9/24/2018 9/24/2018 9/24/2018 SB012 (18"-24") 9/24/2018 9/24/2018 9/24/2018 SB010 (0-2")SB010 (18"-24")SB011 (0-2")SB011 (18"-24")SB012 (0-2")SB007 (18"-24")SB008 (0-2")SB008 (18"-24")SB009 (0-2")SB009 (18"-24")SB007 (0-2") 9/24/2018NYSDEC SCOs Unrestricted Use (2) NYSDEC SCOs Residential Use (1) L1838178-06 L1838178-07 L1838178-08 L1838178-13 L1838178-14 L1838178-15 L1838178-16 L1838178-17 L1838178-09 L1838178-10 L1838178-11 L1838178-12L1838178-04 L1838178-05 9/24/2018 9/24/2018 9/24/2018 9/24/2018 9/24/20189/24/2018 9/24/2018 SB002 (3'-4')SB003 (0-2")SB003 (3'-4')SB004 (0-2") 9/24/2018 9/24/2018 SB004 (3'-4')SB005 (0-2")SB005 (3'-4')SB006 (0-2")SB006 (18"-24")SB001 (0-2")SB001 (3'-4')SB002 (0-2")NYSDEC SCOs Residential Use (1) NYSDEC SCOs Unrestricted Use (2) L1838178-01 L1838178-02 L1838178-03 9/24/2018 9/24/2018 9/24/2018 Table 4 Soil Sample Data Analytical Summary - Pesticides PCBs 56655 Route 25, Southold, New York Client Sample ID: Laboratory ID: Sampling Date: Pesticides 4,4' -DDD 2.6 0.0033 0.00682 0.00174 U 0.00452 0.00167 U 0.0111 0.000845 J 0.00633 P 0.00179 U 0.00387 0.00214 4,4' -DDE 1.8 0.0033 0.546 0.0275 0.5 0.031 1.13 0.0172 0.42 0.00965 0.426 0.102 4,4' -DDT 1.7 0.0033 0.542 0.0274 0.455 0.0456 1.57 0.0315 0.52 0.0148 0.389 0.0824 Aldrin 0.019 0.005 0.00173 U 0.00174 U 0.00172 U 0.00167 U 0.00183 U 0.00182 U 0.0019 U 0.00179 U 0.0019 U 0.00184 U a-BHC 0.097 0.02 0.000722 U 0.000726 U 0.000716 U 0.000696 U 0.000761 U 0.000759 U 0.000791 U 0.000744 U 0.000792 U 0.000766 U b-BHC 0.072 0.036 0.00173 U 0.00174 U 0.00172 U 0.00167 U 0.00183 U 0.00182 U 0.0019 U 0.00179 U 0.0019 U 0.00184 U Chlordane 0.91 0.094 0.0141 U 0.0142 U 0.014 U 0.0136 U 0.0148 U 0.0148 U 0.0154 U 0.0145 U 0.0154 U 0.0149 U cis-Chlordane 0.91 0.094 0.00216 U 0.00218 U 0.00215 U 0.00209 U 0.00228 U 0.00228 U 0.00237 U 0.00223 U 0.00238 U 0.0023 U d-BHC 100 0.04 0.00173 U 0.00174 U 0.00172 U 0.00167 U 0.00183 U 0.00182 U 0.0019 U 0.00179 U 0.0019 U 0.00184 U Dieldrin 0.039 0.005 0.0271 0.00648 0.0347 0.00288 P 0.0492 0.00159 0.0322 0.0016 P 0.0236 0.0139 Endosulfan I 4.8 2.4 0.00173 U 0.00174 U 0.00172 U 0.00167 U 0.00183 U 0.00182 U 0.0019 U 0.00179 U 0.0019 U 0.00184 U Endosulfan II 4.8 2.4 0.00124 J 0.00174 U 0.00172 U 0.00167 U 0.00253 0.00182 U 0.0019 U 0.00179 U 0.0019 U 0.00184 U Endosulfan sulfate 4.8 2.4 0.00405 P 0.000419 JPI 0.00523 P 0.000696 U 0.0128 0.000366 J 0.00441 P 0.000744 U 0.000792 U 0.000766 U Endrin 2.2 0.014 0.00685 0.00211 0.00337 0.000624 J 0.0354 0.0024 0.00607 P 0.000453 J 0.00272 0.00163 Endrin aldehyde NS NS 0.00216 U 0.00218 U 0.00215 U 0.00209 U 0.00228 U 0.00228 U 0.00237 U 0.00223 U 0.00238 U 0.0023 U Endrin ketone NS NS 0.00802 P 0.00185 0.00451 0.000613 J 0.0317 0.00116 J 0.00591 0.000863 J 0.0019 U 0.00293 Heptachlor 0.42 0.042 0.000866 U 0.000871 U 0.000859 U 0.000835 U 0.000913 U 0.000911 U 0.000949 U 0.000893 U 0.00095 U 0.000919 U Heptachlor epoxide NS NS 0.00325 U 0.00327 U 0.00322 U 0.00313 U 0.00342 U 0.00342 U 0.00356 U 0.00335 U 0.00356 U 0.00345 U Lindane 0.28 0.1 0.000722 U 0.000726 U 0.000716 U 0.000696 U 0.000761 U 0.000759 U 0.000791 U 0.000744 U 0.000792 U 0.000766 U Methoxychlor NS NS 0.00325 U 0.00327 U 0.00322 U 0.00313 U 0.00342 U 0.00342 U 0.00356 U 0.00335 U 0.00356 U 0.00345 U Toxaphene NS NS 0.0325 U 0.0327 U 0.0322 U 0.0313 U 0.0342 U 0.0342 U 0.0356 U 0.0335 U 0.0356 U 0.0345 U trans-Chlordane 0.91 0.094 0.00216 U 0.00218 U 0.00215 U 0.00209 U 0.00228 U 0.00228 U 0.00237 U 0.00223 U 0.00238 U 0.0023 U Polychlorinated Biphenyls Aroclor 1016 1 0.1 0.0378 U 0.0349 U 0.0357 U 0.0353 U 0.0381 U 0.0385 U NA NA NA NA Aroclor 1221 1 0.1 0.0378 U 0.0349 U 0.0357 U 0.0353 U 0.0381 U 0.0385 U NA NA NA NA Aroclor 1232 1 0.1 0.0378 U 0.0349 U 0.0357 U 0.0353 U 0.0381 U 0.0385 U NA NA NA NA Aroclor 1242 1 0.1 0.0378 U 0.0349 U 0.0357 U 0.0353 U 0.0381 U 0.0385 U NA NA NA NA Aroclor 1248 1 0.1 0.0378 U 0.0349 U 0.0357 U 0.0353 U 0.0381 U 0.0385 U NA NA NA NA Aroclor 1254 1 0.1 0.0378 U 0.0349 U 0.0357 U 0.0353 U 0.0381 U 0.0385 U NA NA NA NA Aroclor 1260 1 0.1 0.0378 U 0.0349 U 0.0357 U 0.0353 U 0.0381 U 0.0385 U NA NA NA NA Aroclor 1262 1 0.1 0.0378 U 0.0349 U 0.0357 U 0.0353 U 0.0381 U 0.0385 U NA NA NA NA Aroclor 1268 1 0.1 0.0378 U 0.0349 U 0.0357 U 0.0353 U 0.0381 U 0.0385 U NA NA NA NA PCBs, Total 1 0.1 0.0378 U 0.0349 U 0.0357 U 0.0353 U 0.0381 U 0.0385 U NA NA NA NA Client Sample ID: Laboratory ID: Sampling Date: Pesticides 4,4' -DDD 2.6 0.0033 0.00921 P 0.00185 U 0.00678 P 0.00102 J 0.00801 0.000819 J 0.00418 0.0018 U 0.00564 0.000903 J 4,4' -DDE 1.8 0.0033 0.615 0.0409 0.398 0.0767 0.826 0.0274 0.519 0.0198 0.335 0.0599 4,4' -DDT 1.7 0.0033 0.603 0.0399 0.466 0.0825 1 0.0232 0.448 0.0168 0.445 0.0474 Aldrin 0.019 0.005 0.00187 U 0.00185 U 0.000711 J 0.00188 U 0.0019 U 0.00172 U 0.00184 U 0.0018 U 0.00191 U 0.00173 U a-BHC 0.097 0.02 0.00078 U 0.00077 U 0.000839 U 0.000782 U 0.000793 U 0.000717 U 0.000767 U 0.00075 U 0.000794 U 0.000721 U b-BHC 0.072 0.036 0.00187 U 0.00185 U 0.00201 U 0.00188 U 0.0019 U 0.00172 U 0.00184 U 0.0018 U 0.00191 U 0.00173 U Chlordane 0.91 0.094 0.0152 U 0.015 U 0.0164 U 0.0152 U 0.0154 U 0.014 U 0.015 U 0.0146 U 0.0155 U 0.014 U cis-Chlordane 0.91 0.094 0.00234 U 0.00231 U 0.00252 U 0.00235 U 0.00238 U 0.00215 U 0.0023 U 0.00225 U 0.00238 U 0.00216 U d-BHC 100 0.04 0.00187 U 0.00185 U 0.00201 U 0.00188 U 0.0019 U 0.00172 U 0.00184 U 0.0018 U 0.00191 U 0.00173 U Dieldrin 0.039 0.005 0.025 0.00213 0.0384 0.0157 0.0368 0.00539 0.0247 0.00105 J 0.0144 0.00655 P Endosulfan I 4.8 2.4 0.00187 U 0.00185 U 0.00201 U 0.00188 U 0.0019 U 0.00172 U 0.00184 U 0.0018 U 0.00191 U 0.00173 U Endosulfan II 4.8 2.4 0.00187 U 0.00185 U 0.00101 JPI 0.00188 U 0.0019 U 0.00172 U 0.00184 U 0.0018 U 0.00191 U 0.00173 U Endosulfan sulfate 4.8 2.4 0.00601 P 0.00077 U 0.00258 P 0.000677 J 0.00582 0.000545 J 0.00295 0.00075 U 0.00437 P 0.000496 J Endrin 2.2 0.014 0.00747 P 0.000742 J 0.00789 0.00282 0.0089 0.00206 0.00303 0.00075 U 0.00262 0.00132 Endrin aldehyde NS NS 0.00234 U 0.00231 U 0.00252 U 0.00138 J 0.00238 U 0.00215 U 0.0023 U 0.00225 U 0.00238 U 0.00216 U Endrin ketone NS NS 0.00627 0.00149 J 0.00686 P 0.00196 P 0.0102 0.00198 0.00398 0.000537 J 0.00191 U 0.00113 JPI Heptachlor 0.42 0.042 0.000936 U 0.000924 U 0.00101 U 0.000938 U 0.000951 U 0.00086 U 0.00092 U 0.0009 U 0.000953 U 0.000865 U Heptachlor epoxide NS NS 0.00351 U 0.00346 U 0.00378 U 0.00352 U 0.00357 U 0.00322 U 0.00345 U 0.00338 U 0.00357 U 0.00324 U Lindane 0.28 0.1 0.00078 U 0.00077 U 0.000839 U 0.000782 U 0.000793 U 0.000717 U 0.000767 U 0.00075 U 0.000794 U 0.000721 U Methoxychlor NS NS 0.00351 U 0.00346 U 0.00378 U 0.00352 U 0.00357 U 0.00322 U 0.00345 U 0.00338 U 0.00357 U 0.00324 U Toxaphene NS NS 0.0351 U 0.0346 U 0.0378 U 0.0352 U 0.0357 U 0.0322 U 0.0345 U 0.0338 U 0.0357 U 0.0324 U trans-Chlordane 0.91 0.094 0.00234 U 0.00231 U 0.00252 U 0.00235 U 0.00238 U 0.00215 U 0.0023 U 0.00225 U 0.00238 U 0.00216 U Polychlorinated Biphenyls Aroclor 1016 1 0.1 NA NA NA NA NA NA NA NA NA NA Aroclor 1221 1 0.1 NA NA NA NA NA NA NA NA NA NA Aroclor 1232 1 0.1 NA NA NA NA NA NA NA NA NA NA Aroclor 1242 1 0.1 NA NA NA NA NA NA NA NA NA NA Aroclor 1248 1 0.1 NA NA NA NA NA NA NA NA NA NA Aroclor 1254 1 0.1 NA NA NA NA NA NA NA NA NA NA Aroclor 1260 1 0.1 NA NA NA NA NA NA NA NA NA NA Aroclor 1262 1 0.1 NA NA NA NA NA NA NA NA NA NA Aroclor 1268 1 0.1 NA NA NA NA NA NA NA NA NA NA PCBs, Total 1 0.1 NA NA NA NA NA NA NA NA NA NA Notes: All units are mg/kg (ppm) (1) NYSDEC 6 NYCRR Environmental Remediation Programs Part 375 Residential Use of Soil Cleanup Objective Table 375-6.8b 12/06 (2) NYSDEC 6 NYCRR Environmental Remediation Programs Part 375 Unrestriced Use of Soil Cleanup Objective Table 375-6.8a 12/06 U - Indicates the compound was analyzed for but was not detected. J - Indicates an estimated value. E - Concentration of analyte exceeds the range of the calibration curve and/or linear range of the instrument. NA - Not analyzed Yellow highlighted text denotes concentrations exceeding Unrestricted Use SCO Orange highlighted text denotes concentrations exceeding Residential Use SCO L1838178-24 9/24/2018 9/24/2018 9/24/2018 9/24/2018 L1838178-20 L1838178-21 L1838178-22 L1838178-23L1838178-15 L1838178-16 L1838178-17 L1838178-18 L1838178-19 SB012 (0-2")SB012 (18"-24") 9/24/2018 9/24/2018 9/24/2018 9/24/2018 SB009 (18"-24")SB010 (0-2")SB010 (18"-24")SB011 (0-2")SB011 (18"-24")SB008 (0-2")SB008 (18"-24")SB009 (0-2") 9/24/20189/24/2018NYSDEC SCOs Residential Use (1) NYSDEC SCOs Unrestricted Use (2) NYSDEC SCOs Residential Use (1) NYSDEC SCOs Unrestricted Use (2) SB006 (0-2") 9/24/2018 L1838178-11L1838178-06 9/24/2018 SB003 (3'-4')SB001 (0-2")SB001 (3'-4')SB002 (0-2")SB002 (3'-4')SB003 (0-2") 9/24/2018 9/24/2018 9/24/2018 9/24/2018 9/24/2018 L1838178-01 L1838178-02 L1838178-03 L1838178-04 L1838178-05 L1838178-12 L1838178-13 L1838178-14 SB006 (18"-24")SB007 (0-2")SB007 (18"-24") 9/24/2018 9/24/2018 9/24/2018 Table 5 Soil Sample Data Analytical Summary - QA/QC Samples 56655 Route 25, Southold, New York Client Sample ID: Laboratory ID: Sampling Date: Pesticides 4,4' -DDD 0.00678 P 0.0145 P 4,4' -DDE 0.398 0.39 4,4' -DDT 0.466 0.425 Aldrin 0.000711 J 0.00194 U a-BHC 0.000839 U 0.000808 U b-BHC 0.00201 U 0.00194 U Chlordane 0.0164 U 0.0158 U cis-Chlordane 0.00252 U 0.00242 U d-BHC 0.00201 U 0.00194 U Dieldrin 0.0384 0.0301 P Endosulfan I 0.00201 U 0.00194 U Endosulfan II 0.00101 JPI 0.00234 Endosulfan sulfate 0.00258 P 0.00241 PI Endrin 0.00789 0.00698 PI Endrin aldehyde 0.00252 U 0.00242 U Endrin ketone 0.00686 P 0.00194 U Heptachlor 0.00101 U 0.00097 U Heptachlor epoxide 0.00378 U 0.00181 J Lindane 0.000839 U 0.000808 U Methoxychlor 0.00378 U 0.00364 U Toxaphene 0.0378 U 0.0364 U trans-Chlordane 0.00252 U 0.00242 U Total Metals Aluminum, Total 14000 12200 Antimony, Total 4.91 U 1.28 J Arsenic, Total 42.8 41.4 Barium, Total 91.6 81.9 Beryllium, Total 0.314 J 0.501 Cadmium, Total 0.589 J 0.619 J Calcium, Total 2260 2040 Chromium, Totale 17.2 16.4 Cobalt, Total 4.31 4.31 Copper, Total 33.3 31.6 Iron, Total 14900 13500 Lead, Total 128 137 Magnesium, Total 1800 1780 Manganese, Total 240 217 Mercury, Total 0.357 0.288 Nickel, Total 6.51 7.54 Potassium, Total 619 608 Selenium, Total 0.903 J 0.943 J Silver, Total 0.982 U 0.983 U Sodium, Total 43.7 J 43.2 J Thallium, Total 1.96 U 1.96 U Vanadium, Total 26.6 24.9 Zinc, Total 149 179 Notes: All units are mg/kg (ppm) U - Indicates the compound was analyzed for but was not detected. J - Indicates an estimated value. SB009 (0-2") 9/24/2018 L1838178-17 DUP001 9/24/2018 L1838178-28 Table 6 Soil Sample Data Analytical Summary - QA/QC Samples 56655 Route 25, Southold, New York LOCATION SAMPLING DATE LAB SAMPLE ID Volatile Organic Compounds Acetone 5 U 5 U 2.2 J Semi-Volatile Organic Compounds Bis(2-ethylhexyl)phthalate 2.7 J 3 U NA Total Metals Antimony, Total 8 J 18 J NA Calcium, Total 58 J 65 J NA Sodium, Total 2000 U 205 J NA Pesticides 4,4'-DDT 0.013 J 0.029 U NA Polychlorinated Biphenyls Aroclor 1260 0.083 U 0.036 J NA PCBs, Total 0.083 U 0.036 J NA Notes: All units are ug/L (ppb) Only compounds detected above the laboratory MDL are shown U - Indicates the compound was analyzed for but was not detected. J - Indicates an estimated value. NA - Not analyzed L1838178-26 L1838178-25 L1838178-27 EQUIPMENT BLANK FIELD BLANK TRIP BLANK 9/24/2018 9/24/2018 9/24/2018 P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT APPENDIX A LABORATORY REPORTS L1838178 P. W. Grosser AVG1803 AVG1803 Client: Project Name: Project Number: 10/04/18 Eight Walkup Drive, Westborough, MA 01581-1019 Lab Number: Report Date: 508-898-9220 (Fax) 508-898-9193 800-624-9220 - www.alphalab.com 630 Johnson Avenue Suite 7 Thomas MeliaATTN: ANALYTICAL REPORT Certifications & Approvals: MA (M-MA086), NH NELAP (2064), CT (PH-0574), IL (200077), ME (MA00086), MD (348), NJ (MA935), NY (11148), NC (25700/666), PA (68-03671), RI (LAO00065), TX (T104704476), VT (VT-0935), VA (460195), USDA (Permit #P330-17-00196). Bohemia, NY 11716 (631) 589-6353Phone: The original project report/data package is held by Alpha Analytical. This report/data package is paginated and should be reproduced only in its entirety. Alpha Analytical holds no responsibility for results and/or data that are not consistent with the original. Serial_No:10041820:19 Page 1 of 298 L1838178-01 L1838178-02 L1838178-03 L1838178-04 L1838178-05 L1838178-06 L1838178-07 L1838178-08 L1838178-09 L1838178-10 L1838178-11 L1838178-12 L1838178-13 L1838178-14 L1838178-15 L1838178-16 L1838178-17 L1838178-18 L1838178-19 L1838178-20 L1838178-21 L1838178-22 L1838178-23 L1838178-24 Alpha Sample ID SB001 (0-2") SB001 (3'-4') SB002 (0-2") SB002 (3'-4') SB003 (0-2") SB003 (3'-4') SB004 (0-2") SB004 (3'-4') SB005 (0-2") SB005 (3'-4') SB006 (0-2") SB006 (18"-24") SB007 (0-2") SB007 (18"-24") SB008 (0-2") SB008 (18"-24") SB009 (0-2") SB009 (18"-24") SB010 (0-2") SB010 (18"-24") SB011 (0-2") SB011 (18"-24") SB012 (0-2") SB012 (18"-24") Client ID SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY Sample Location AVG1803 AVG1803 Project Name: Project Number: Lab Number: Report Date: L1838178 10/04/18 09/24/18 12:40 09/24/18 12:50 09/24/18 13:10 09/24/18 13:20 09/24/18 12:20 09/24/18 12:30 09/24/18 11:25 09/24/18 11:35 09/24/18 11:45 09/24/18 11:55 09/24/18 12:05 09/24/18 12:10 09/24/18 13:30 09/24/18 13:35 09/24/18 13:00 09/24/18 13:05 09/24/18 10:00 09/24/18 10:15 09/24/18 10:35 09/24/18 10:40 09/24/18 10:50 09/24/18 10:55 09/24/18 11:10 09/24/18 11:15 Collection Date/TimeMatrix Receive Date SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL 09/24/18 09/24/18 09/24/18 09/24/18 09/24/18 09/24/18 09/24/18 09/24/18 09/24/18 09/24/18 09/24/18 09/24/18 09/24/18 09/24/18 09/24/18 09/24/18 09/24/18 09/24/18 09/24/18 09/24/18 09/24/18 09/24/18 09/24/18 09/24/18 Serial_No:10041820:19 Page 2 of 298 L1838178-25 L1838178-26 L1838178-27 L1838178-28 Alpha Sample ID FIELD BLANK EQUIPMENT BLANK TRIP BLANK DUP001 Client ID SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY SOUTHOLD, NY Sample Location 09/24/18 13:45 09/24/18 13:55 09/24/18 00:00 09/24/18 00:00 Collection Date/TimeMatrix Receive Date WATER WATER WATER SOIL 09/24/18 09/24/18 09/24/18 09/24/18 Serial_No:10041820:19 Page 3 of 298 AVG1803 AVG1803 Project Name: Project Number: Lab Number: Report Date: L1838178 10/04/18 Case Narrative The samples were received in accordance with the Chain of Custody and no significant deviations were encountered during the preparation or analysis unless otherwise noted. Sample Receipt, Container Information, and the Chain of Custody are located at the back of the report. Results contained within this report relate only to the samples submitted under this Alpha Lab Number and meet NELAP requirements for all NELAP accredited parameters unless otherwise noted in the following narrative. The data presented in this report is organized by parameter (i.e. VOC, SVOC, etc.). Sample specific Quality Control data (i.e. Surrogate Spike Recovery) is reported at the end of the target analyte list for each individual sample, followed by the Laboratory Batch Quality Control at the end of each parameter. Tentatively Identified Compounds (TICs), if requested, are reported for compounds identified to be present and are not part of the method/program Target Compound List, even if only a subset of the TCL are being reported. If a sample was re-analyzed or re-extracted due to a required quality control corrective action and if both sets of data are reported, the Laboratory ID of the re-analysis or re-extraction is designated with an "R" or "RE", respectively. When multiple Batch Quality Control elements are reported (e.g. more than one LCS), the associated samples for each element are noted in the grey shaded header line of each data table. Any Laboratory Batch, Sample Specific % recovery or RPD value that is outside the listed Acceptance Criteria is bolded in the report. All specific QC information is also incorporated in the Data Usability format of our Data Merger tool where it can be reviewed along with any associated usability implications. Soil/sediments, solids and tissues are reported on a dry weight basis unless otherwise noted. Definitions of all data qualifiers and acronyms used in this report are provided in the Glossary located at the back of the report. In reference to questions H (CAM) or 4 (RCP) when "NO" is checked, the performance criteria for CAM and RCP methods allow for some quality control failures to occur and still be within method compliance. In these instances the specific failure is not narrated but noted in the associated QC table. The information is also incorporated in the Data Usability format of our Data Merger tool where it can be reviewed along with any associated usability implications. Please see the associated ADEx data file for a comparison of laboratory reporting limits that were achieved with the regulatory Numerical Standards requested on the Chain of Custody. HOLD POLICY For samples submitted on hold, Alpha's policy is to hold samples (with the exception of Air canisters) free of charge for 21 calendar days from the date the project is completed. After 21 calendar days, we will dispose of all samples submitted including those put on hold unless you have contacted your Client Service Representative and made arrangements for Alpha to continue to hold the samples. Air canisters will be disposed after 3 business days from the date the project is completed. Please contact Client Services at 800-624-9220 with any questions. Serial_No:10041820:19 Page 4 of 298 Case Narrative (continued) AVG1803 AVG1803 Project Name: Project Number: Lab Number: Report Date: L1838178 10/04/18 Report Submission All non-detect (ND) or estimated concentrations (J-qualified) have been quantitated to the limit noted in the MDL column. PCBs The WG1161349-1 Method Blank, associated with L1838178-25 and -26, has a concentration above the reporting limit for Aroclor 1248. Since the samples were non-detect to the RL for this target analyte, no further actions were taken. The results of the original analysis are reported. Total Metals L1838178-01 through -24 and -28: The sample has elevated detection limits for all elements, with the exception of mercury, due to the dilution required by matrix interferences encountered during analysis. The WG1160945-1 Method Blank, associated with L1838178-25 and -26, has a concentration above the reporting limit for calcium. Since the samples were non-detect to the RL for this target analyte, no further actions were taken. The results of the original analysis are reported. The WG1162150-3 MS recoveries for aluminum (1080%), and iron (1180%), performed on L1838178-21, do not apply because the sample concentrations are greater than four times the spike amounts added. The WG1162150-3 MS recovery, performed on L1838178-21, is outside the acceptance criteria for antimony (71%). A post digestion spike was performed and was within acceptance criteria. The WG1162154-3/-4 MS/MSD recoveries for aluminum (327%/368%) and iron (327%/420%), performed on L1838178-18, do not apply because the sample concentrations are greater than four times the spike amounts added. The WG1162154-3/-4 MS/MSD recoveries, performed on L1838178-18, are outside the acceptance criteria for antimony (49%/50%), arsenic (MS 41%), calcium (MS 74%), lead (MS 63%), manganese (MS 52%), thallium (74%/74%), and zinc (MS 72%). A post digestion spike was performed and was within acceptance criteria. The MS/MSD RPD for arsenic (25%) is above the acceptance criteria. The WG1162973-3 MS recovery, performed on L1838178-18, is outside the acceptance criteria for mercury (76%). A post digestion spike was performed and was within acceptance criteria. I, the undersigned, attest under the pains and penalties of perjury that, to the best of my knowledge and belief and based upon my personal inquiry of those responsible for providing the information contained in this analytical report, such information is accurate and complete. This certificate of analysis is not complete unless this page accompanies any and all pages of this report. Authorized Signature: Title: Technical Director/Representative Date: 10/04/18 Serial_No:10041820:19 Page 5 of 298 ORGANICS Serial_No:10041820:19 Page 6 of 298 VOLATILES Serial_No:10041820:19 Page 7 of 298 FF Methylene chloride 1,1-Dichloroethane Chloroform Carbon tetrachloride 1,2-Dichloropropane Dibromochloromethane 1,1,2-Trichloroethane Tetrachloroethene Chlorobenzene Trichlorofluoromethane 1,2-Dichloroethane 1,1,1-Trichloroethane Bromodichloromethane trans-1,3-Dichloropropene cis-1,3-Dichloropropene 1,3-Dichloropropene, Total 1,1-Dichloropropene Bromoform 1,1,2,2-Tetrachloroethane Benzene Toluene Ethylbenzene Chloromethane Bromomethane Vinyl chloride Chloroethane 1,1-Dichloroethene trans-1,2-Dichloroethene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 7.0 1.4 2.1 1.4 1.4 1.4 1.4 0.70 0.70 5.6 1.4 0.70 0.70 1.4 0.70 0.70 0.70 5.6 0.70 0.70 1.4 1.4 5.6 2.8 1.4 2.8 1.4 2.1 10/04/18 SB001 (0-2")Client ID: 09/24/18 12:40Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-01Lab ID: Field Prep:Not Specified Matrix:Soil Analytical Method: Analytical Date: Analyst: 1,8260C 10/03/18 11:04 JC 87%Percent Solids: MDL 3.2 0.20 0.20 0.32 0.18 0.20 0.38 0.28 0.18 0.98 0.36 0.24 0.15 0.38 0.22 0.22 0.22 0.35 0.23 0.23 0.77 0.20 1.3 0.82 0.47 0.64 0.34 0.19 Sample Depth: Serial_No:10041820:19 Page 8 of 298 Trichloroethene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Methyl tert butyl ether p/m-Xylene o-Xylene Xylenes, Total cis-1,2-Dichloroethene 1,2-Dichloroethene, Total Dibromomethane Styrene Dichlorodifluoromethane Acetone Carbon disulfide 2-Butanone Vinyl acetate 4-Methyl-2-pentanone 1,2,3-Trichloropropane 2-Hexanone Bromochloromethane 2,2-Dichloropropane 1,2-Dibromoethane 1,3-Dichloropropane 1,1,1,2-Tetrachloroethane Bromobenzene n-Butylbenzene sec-Butylbenzene tert-Butylbenzene o-Chlorotoluene p-Chlorotoluene 1,2-Dibromo-3-chloropropane Hexachlorobutadiene Isopropylbenzene p-Isopropyltoluene Naphthalene Acrylonitrile Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 0.70 2.8 2.8 2.8 2.8 2.8 1.4 1.4 1.4 1.4 2.8 1.4 14 14 14 14 14 14 2.8 14 2.8 2.8 1.4 2.8 0.70 2.8 1.4 1.4 2.8 2.8 2.8 4.2 5.6 1.4 1.4 5.6 5.6 10/04/18 SB001 (0-2")Client ID: 09/24/18 12:40Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-01Lab ID: Field Prep:Not Specified MDL 0.19 0.20 0.21 0.24 0.28 0.79 0.41 0.41 0.25 0.19 0.34 0.28 1.3 6.8 6.4 3.1 3.0 1.8 0.18 1.7 0.29 0.28 0.39 0.24 0.19 0.20 0.24 0.20 0.17 0.27 0.15 1.4 0.24 0.15 0.15 0.92 1.6 Sample Depth: Serial_No:10041820:19 Page 9 of 298 n-Propylbenzene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,3,5-Trimethylbenzene 1,2,4-Trimethylbenzene 1,4-Dioxane p-Diethylbenzene p-Ethyltoluene 1,2,4,5-Tetramethylbenzene Ethyl ether trans-1,4-Dichloro-2-butene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.4 2.8 2.8 2.8 2.8 140 2.8 2.8 2.8 2.8 7.0 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene Dibromofluoromethane 105 103 94 98 70-130 70-130 70-130 70-130 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 SB001 (0-2")Client ID: 09/24/18 12:40Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-01Lab ID: Field Prep:Not Specified MDL 0.24 0.45 0.38 0.27 0.47 50. 0.25 0.54 0.27 0.48 2.0 Sample Depth: Serial_No:10041820:19 Page 10 of 298 Methylene chloride 1,1-Dichloroethane Chloroform Carbon tetrachloride 1,2-Dichloropropane Dibromochloromethane 1,1,2-Trichloroethane Tetrachloroethene Chlorobenzene Trichlorofluoromethane 1,2-Dichloroethane 1,1,1-Trichloroethane Bromodichloromethane trans-1,3-Dichloropropene cis-1,3-Dichloropropene 1,3-Dichloropropene, Total 1,1-Dichloropropene Bromoform 1,1,2,2-Tetrachloroethane Benzene Toluene Ethylbenzene Chloromethane Bromomethane Vinyl chloride Chloroethane 1,1-Dichloroethene trans-1,2-Dichloroethene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 5.5 1.1 1.6 1.1 1.1 1.1 1.1 0.55 0.55 4.4 1.1 0.55 0.55 1.1 0.55 0.55 0.55 4.4 0.55 0.55 1.1 1.1 4.4 2.2 1.1 2.2 1.1 1.6 10/04/18 SB001 (3'-4')Client ID: 09/24/18 12:50Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-02Lab ID: Field Prep:Not Specified Matrix:Soil Analytical Method: Analytical Date: Analyst: 1,8260C 10/03/18 11:30 JC 91%Percent Solids: MDL 2.5 0.16 0.15 0.25 0.14 0.15 0.29 0.22 0.14 0.76 0.28 0.18 0.12 0.30 0.17 0.17 0.17 0.27 0.18 0.18 0.60 0.15 1.0 0.64 0.37 0.50 0.26 0.15 Sample Depth: Serial_No:10041820:19 Page 11 of 298 Trichloroethene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Methyl tert butyl ether p/m-Xylene o-Xylene Xylenes, Total cis-1,2-Dichloroethene 1,2-Dichloroethene, Total Dibromomethane Styrene Dichlorodifluoromethane Acetone Carbon disulfide 2-Butanone Vinyl acetate 4-Methyl-2-pentanone 1,2,3-Trichloropropane 2-Hexanone Bromochloromethane 2,2-Dichloropropane 1,2-Dibromoethane 1,3-Dichloropropane 1,1,1,2-Tetrachloroethane Bromobenzene n-Butylbenzene sec-Butylbenzene tert-Butylbenzene o-Chlorotoluene p-Chlorotoluene 1,2-Dibromo-3-chloropropane Hexachlorobutadiene Isopropylbenzene p-Isopropyltoluene Naphthalene Acrylonitrile Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 0.55 2.2 2.2 2.2 2.2 2.2 1.1 1.1 1.1 1.1 2.2 1.1 11 11 11 11 11 11 2.2 11 2.2 2.2 1.1 2.2 0.55 2.2 1.1 1.1 2.2 2.2 2.2 3.3 4.4 1.1 1.1 4.4 4.4 10/04/18 SB001 (3'-4')Client ID: 09/24/18 12:50Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-02Lab ID: Field Prep:Not Specified MDL 0.15 0.16 0.16 0.19 0.22 0.61 0.32 0.32 0.19 0.15 0.26 0.22 1.0 5.3 5.0 2.4 2.4 1.4 0.14 1.3 0.22 0.22 0.31 0.18 0.14 0.16 0.18 0.16 0.13 0.21 0.12 1.1 0.18 0.12 0.12 0.71 1.3 Sample Depth: Serial_No:10041820:19 Page 12 of 298 n-Propylbenzene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,3,5-Trimethylbenzene 1,2,4-Trimethylbenzene 1,4-Dioxane p-Diethylbenzene p-Ethyltoluene 1,2,4,5-Tetramethylbenzene Ethyl ether trans-1,4-Dichloro-2-butene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.1 2.2 2.2 2.2 2.2 110 2.2 2.2 2.2 2.2 5.5 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene Dibromofluoromethane 103 105 95 98 70-130 70-130 70-130 70-130 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 SB001 (3'-4')Client ID: 09/24/18 12:50Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-02Lab ID: Field Prep:Not Specified MDL 0.19 0.35 0.30 0.21 0.37 38. 0.19 0.42 0.21 0.37 1.6 Sample Depth: Serial_No:10041820:19 Page 13 of 298 Methylene chloride 1,1-Dichloroethane Chloroform Carbon tetrachloride 1,2-Dichloropropane Dibromochloromethane 1,1,2-Trichloroethane Tetrachloroethene Chlorobenzene Trichlorofluoromethane 1,2-Dichloroethane 1,1,1-Trichloroethane Bromodichloromethane trans-1,3-Dichloropropene cis-1,3-Dichloropropene 1,3-Dichloropropene, Total 1,1-Dichloropropene Bromoform 1,1,2,2-Tetrachloroethane Benzene Toluene Ethylbenzene Chloromethane Bromomethane Vinyl chloride Chloroethane 1,1-Dichloroethene trans-1,2-Dichloroethene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 6.2 1.2 1.9 1.2 1.2 1.2 1.2 0.62 0.62 5.0 1.2 0.62 0.62 1.2 0.62 0.62 0.62 5.0 0.62 0.62 1.2 1.2 5.0 2.5 1.2 2.5 1.2 1.9 10/04/18 SB002 (0-2")Client ID: 09/24/18 13:10Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-03Lab ID: Field Prep:Not Specified Matrix:Soil Analytical Method: Analytical Date: Analyst: 1,8260C 10/03/18 12:22 JC 89%Percent Solids: MDL 2.9 0.18 0.17 0.29 0.16 0.17 0.33 0.24 0.16 0.87 0.32 0.21 0.14 0.34 0.20 0.20 0.20 0.31 0.21 0.21 0.68 0.18 1.2 0.73 0.42 0.56 0.30 0.17 Sample Depth: Serial_No:10041820:19 Page 14 of 298 Trichloroethene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Methyl tert butyl ether p/m-Xylene o-Xylene Xylenes, Total cis-1,2-Dichloroethene 1,2-Dichloroethene, Total Dibromomethane Styrene Dichlorodifluoromethane Acetone Carbon disulfide 2-Butanone Vinyl acetate 4-Methyl-2-pentanone 1,2,3-Trichloropropane 2-Hexanone Bromochloromethane 2,2-Dichloropropane 1,2-Dibromoethane 1,3-Dichloropropane 1,1,1,2-Tetrachloroethane Bromobenzene n-Butylbenzene sec-Butylbenzene tert-Butylbenzene o-Chlorotoluene p-Chlorotoluene 1,2-Dibromo-3-chloropropane Hexachlorobutadiene Isopropylbenzene p-Isopropyltoluene Naphthalene Acrylonitrile Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND 30 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 0.62 2.5 2.5 2.5 2.5 2.5 1.2 1.2 1.2 1.2 2.5 1.2 12 12 12 12 12 12 2.5 12 2.5 2.5 1.2 2.5 0.62 2.5 1.2 1.2 2.5 2.5 2.5 3.7 5.0 1.2 1.2 5.0 5.0 10/04/18 SB002 (0-2")Client ID: 09/24/18 13:10Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-03Lab ID: Field Prep:Not Specified MDL 0.17 0.18 0.18 0.21 0.25 0.70 0.36 0.36 0.22 0.17 0.30 0.24 1.1 6.0 5.7 2.8 2.7 1.6 0.16 1.5 0.26 0.25 0.35 0.21 0.16 0.18 0.21 0.18 0.15 0.24 0.13 1.2 0.21 0.14 0.14 0.81 1.4 Sample Depth: Serial_No:10041820:19 Page 15 of 298 n-Propylbenzene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,3,5-Trimethylbenzene 1,2,4-Trimethylbenzene 1,4-Dioxane p-Diethylbenzene p-Ethyltoluene 1,2,4,5-Tetramethylbenzene Ethyl ether trans-1,4-Dichloro-2-butene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.2 2.5 2.5 2.5 2.5 120 2.5 2.5 2.5 2.5 6.2 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene Dibromofluoromethane 108 104 91 99 70-130 70-130 70-130 70-130 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 SB002 (0-2")Client ID: 09/24/18 13:10Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-03Lab ID: Field Prep:Not Specified MDL 0.21 0.40 0.34 0.24 0.42 44. 0.22 0.48 0.24 0.43 1.8 Sample Depth: Serial_No:10041820:19 Page 16 of 298 Methylene chloride 1,1-Dichloroethane Chloroform Carbon tetrachloride 1,2-Dichloropropane Dibromochloromethane 1,1,2-Trichloroethane Tetrachloroethene Chlorobenzene Trichlorofluoromethane 1,2-Dichloroethane 1,1,1-Trichloroethane Bromodichloromethane trans-1,3-Dichloropropene cis-1,3-Dichloropropene 1,3-Dichloropropene, Total 1,1-Dichloropropene Bromoform 1,1,2,2-Tetrachloroethane Benzene Toluene Ethylbenzene Chloromethane Bromomethane Vinyl chloride Chloroethane 1,1-Dichloroethene trans-1,2-Dichloroethene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 6.7 1.3 2.0 1.3 1.3 1.3 1.3 0.67 0.67 5.4 1.3 0.67 0.67 1.3 0.67 0.67 0.67 5.4 0.67 0.67 1.3 1.3 5.4 2.7 1.3 2.7 1.3 2.0 10/04/18 SB002 (3'-4')Client ID: 09/24/18 13:20Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-04Lab ID: Field Prep:Not Specified Matrix:Soil Analytical Method: Analytical Date: Analyst: 1,8260C 10/03/18 11:56 JC 93%Percent Solids: MDL 3.1 0.19 0.19 0.31 0.17 0.19 0.36 0.26 0.17 0.93 0.34 0.22 0.14 0.36 0.21 0.21 0.21 0.33 0.22 0.22 0.73 0.19 1.2 0.78 0.45 0.60 0.32 0.18 Sample Depth: Serial_No:10041820:19 Page 17 of 298 Trichloroethene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Methyl tert butyl ether p/m-Xylene o-Xylene Xylenes, Total cis-1,2-Dichloroethene 1,2-Dichloroethene, Total Dibromomethane Styrene Dichlorodifluoromethane Acetone Carbon disulfide 2-Butanone Vinyl acetate 4-Methyl-2-pentanone 1,2,3-Trichloropropane 2-Hexanone Bromochloromethane 2,2-Dichloropropane 1,2-Dibromoethane 1,3-Dichloropropane 1,1,1,2-Tetrachloroethane Bromobenzene n-Butylbenzene sec-Butylbenzene tert-Butylbenzene o-Chlorotoluene p-Chlorotoluene 1,2-Dibromo-3-chloropropane Hexachlorobutadiene Isopropylbenzene p-Isopropyltoluene Naphthalene Acrylonitrile Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND 37 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 0.67 2.7 2.7 2.7 2.7 2.7 1.3 1.3 1.3 1.3 2.7 1.3 13 13 13 13 13 13 2.7 13 2.7 2.7 1.3 2.7 0.67 2.7 1.3 1.3 2.7 2.7 2.7 4.0 5.4 1.3 1.3 5.4 5.4 10/04/18 SB002 (3'-4')Client ID: 09/24/18 13:20Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-04Lab ID: Field Prep:Not Specified MDL 0.18 0.19 0.20 0.23 0.27 0.75 0.39 0.39 0.23 0.18 0.32 0.26 1.2 6.4 6.1 3.0 2.9 1.7 0.17 1.6 0.27 0.27 0.37 0.22 0.18 0.19 0.22 0.20 0.16 0.26 0.14 1.3 0.23 0.14 0.14 0.87 1.5 Sample Depth: Serial_No:10041820:19 Page 18 of 298 n-Propylbenzene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,3,5-Trimethylbenzene 1,2,4-Trimethylbenzene 1,4-Dioxane p-Diethylbenzene p-Ethyltoluene 1,2,4,5-Tetramethylbenzene Ethyl ether trans-1,4-Dichloro-2-butene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.3 2.7 2.7 2.7 2.7 130 2.7 2.7 2.7 2.7 6.7 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene Dibromofluoromethane 103 103 92 99 70-130 70-130 70-130 70-130 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 SB002 (3'-4')Client ID: 09/24/18 13:20Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-04Lab ID: Field Prep:Not Specified MDL 0.23 0.43 0.36 0.26 0.45 47. 0.24 0.51 0.26 0.46 1.9 Sample Depth: Serial_No:10041820:19 Page 19 of 298 Methylene chloride 1,1-Dichloroethane Chloroform Carbon tetrachloride 1,2-Dichloropropane Dibromochloromethane 1,1,2-Trichloroethane Tetrachloroethene Chlorobenzene Trichlorofluoromethane 1,2-Dichloroethane 1,1,1-Trichloroethane Bromodichloromethane trans-1,3-Dichloropropene cis-1,3-Dichloropropene 1,3-Dichloropropene, Total 1,1-Dichloropropene Bromoform 1,1,2,2-Tetrachloroethane Benzene Toluene Ethylbenzene Chloromethane Bromomethane Vinyl chloride Chloroethane 1,1-Dichloroethene trans-1,2-Dichloroethene Parameter Result J Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 0.27 ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 7.2 1.4 2.2 1.4 1.4 1.4 1.4 0.72 0.72 5.8 1.4 0.72 0.72 1.4 0.72 0.72 0.72 5.8 0.72 0.72 1.4 1.4 5.8 2.9 1.4 2.9 1.4 2.2 10/04/18 SB003 (0-2")Client ID: 09/24/18 12:20Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-05Lab ID: Field Prep:Not Specified Matrix:Soil Analytical Method: Analytical Date: Analyst: 1,8260C 10/03/18 11:57 JC 84%Percent Solids: MDL 3.3 0.21 0.20 0.33 0.18 0.20 0.38 0.28 0.18 1.0 0.37 0.24 0.16 0.39 0.23 0.23 0.23 0.35 0.24 0.24 0.78 0.20 1.3 0.84 0.48 0.65 0.34 0.20 Sample Depth: Serial_No:10041820:19 Page 20 of 298 Trichloroethene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Methyl tert butyl ether p/m-Xylene o-Xylene Xylenes, Total cis-1,2-Dichloroethene 1,2-Dichloroethene, Total Dibromomethane Styrene Dichlorodifluoromethane Acetone Carbon disulfide 2-Butanone Vinyl acetate 4-Methyl-2-pentanone 1,2,3-Trichloropropane 2-Hexanone Bromochloromethane 2,2-Dichloropropane 1,2-Dibromoethane 1,3-Dichloropropane 1,1,1,2-Tetrachloroethane Bromobenzene n-Butylbenzene sec-Butylbenzene tert-Butylbenzene o-Chlorotoluene p-Chlorotoluene 1,2-Dibromo-3-chloropropane Hexachlorobutadiene Isopropylbenzene p-Isopropyltoluene Naphthalene Acrylonitrile Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND 84 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 0.72 2.9 2.9 2.9 2.9 2.9 1.4 1.4 1.4 1.4 2.9 1.4 14 14 14 14 14 14 2.9 14 2.9 2.9 1.4 2.9 0.72 2.9 1.4 1.4 2.9 2.9 2.9 4.3 5.8 1.4 1.4 5.8 5.8 10/04/18 SB003 (0-2")Client ID: 09/24/18 12:20Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-05Lab ID: Field Prep:Not Specified MDL 0.20 0.21 0.21 0.24 0.29 0.80 0.42 0.42 0.25 0.20 0.34 0.28 1.3 6.9 6.5 3.2 3.1 1.8 0.18 1.7 0.29 0.29 0.40 0.24 0.19 0.21 0.24 0.21 0.17 0.27 0.16 1.4 0.24 0.16 0.16 0.93 1.6 Sample Depth: Serial_No:10041820:19 Page 21 of 298 n-Propylbenzene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,3,5-Trimethylbenzene 1,2,4-Trimethylbenzene 1,4-Dioxane p-Diethylbenzene p-Ethyltoluene 1,2,4,5-Tetramethylbenzene Ethyl ether trans-1,4-Dichloro-2-butene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.4 2.9 2.9 2.9 2.9 140 2.9 2.9 2.9 2.9 7.2 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene Dibromofluoromethane 101 110 99 92 70-130 70-130 70-130 70-130 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 SB003 (0-2")Client ID: 09/24/18 12:20Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-05Lab ID: Field Prep:Not Specified MDL 0.24 0.46 0.39 0.28 0.48 50. 0.25 0.55 0.27 0.49 2.0 Sample Depth: Serial_No:10041820:19 Page 22 of 298 Methylene chloride 1,1-Dichloroethane Chloroform Carbon tetrachloride 1,2-Dichloropropane Dibromochloromethane 1,1,2-Trichloroethane Tetrachloroethene Chlorobenzene Trichlorofluoromethane 1,2-Dichloroethane 1,1,1-Trichloroethane Bromodichloromethane trans-1,3-Dichloropropene cis-1,3-Dichloropropene 1,3-Dichloropropene, Total 1,1-Dichloropropene Bromoform 1,1,2,2-Tetrachloroethane Benzene Toluene Ethylbenzene Chloromethane Bromomethane Vinyl chloride Chloroethane 1,1-Dichloroethene trans-1,2-Dichloroethene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 4.8 0.96 1.4 0.96 0.96 0.96 0.96 0.48 0.48 3.8 0.96 0.48 0.48 0.96 0.48 0.48 0.48 3.8 0.48 0.48 0.96 0.96 3.8 1.9 0.96 1.9 0.96 1.4 10/04/18 SB003 (3'-4')Client ID: 09/24/18 12:30Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-06Lab ID: Field Prep:Not Specified Matrix:Soil Analytical Method: Analytical Date: Analyst: 1,8260C 10/03/18 12:25 MKS 84%Percent Solids: MDL 2.2 0.14 0.13 0.22 0.12 0.13 0.26 0.19 0.12 0.67 0.25 0.16 0.10 0.26 0.15 0.15 0.15 0.24 0.16 0.16 0.52 0.14 0.90 0.56 0.32 0.43 0.23 0.13 Sample Depth: Serial_No:10041820:19 Page 23 of 298 Trichloroethene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Methyl tert butyl ether p/m-Xylene o-Xylene Xylenes, Total cis-1,2-Dichloroethene 1,2-Dichloroethene, Total Dibromomethane Styrene Dichlorodifluoromethane Acetone Carbon disulfide 2-Butanone Vinyl acetate 4-Methyl-2-pentanone 1,2,3-Trichloropropane 2-Hexanone Bromochloromethane 2,2-Dichloropropane 1,2-Dibromoethane 1,3-Dichloropropane 1,1,1,2-Tetrachloroethane Bromobenzene n-Butylbenzene sec-Butylbenzene tert-Butylbenzene o-Chlorotoluene p-Chlorotoluene 1,2-Dibromo-3-chloropropane Hexachlorobutadiene Isopropylbenzene p-Isopropyltoluene Naphthalene Acrylonitrile Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND 10 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 0.48 1.9 1.9 1.9 1.9 1.9 0.96 0.96 0.96 0.96 1.9 0.96 9.6 9.6 9.6 9.6 9.6 9.6 1.9 9.6 1.9 1.9 0.96 1.9 0.48 1.9 0.96 0.96 1.9 1.9 1.9 2.9 3.8 0.96 0.96 3.8 3.8 10/04/18 SB003 (3'-4')Client ID: 09/24/18 12:30Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-06Lab ID: Field Prep:Not Specified MDL 0.13 0.14 0.14 0.16 0.19 0.54 0.28 0.28 0.17 0.13 0.23 0.19 0.88 4.6 4.4 2.1 2.1 1.2 0.12 1.1 0.20 0.19 0.27 0.16 0.13 0.14 0.16 0.14 0.11 0.18 0.10 0.96 0.16 0.10 0.10 0.62 1.1 Sample Depth: Serial_No:10041820:19 Page 24 of 298 n-Propylbenzene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,3,5-Trimethylbenzene 1,2,4-Trimethylbenzene 1,4-Dioxane p-Diethylbenzene p-Ethyltoluene 1,2,4,5-Tetramethylbenzene Ethyl ether trans-1,4-Dichloro-2-butene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 0.96 1.9 1.9 1.9 1.9 96 1.9 1.9 1.9 1.9 4.8 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene Dibromofluoromethane 103 109 107 92 70-130 70-130 70-130 70-130 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 SB003 (3'-4')Client ID: 09/24/18 12:30Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-06Lab ID: Field Prep:Not Specified MDL 0.16 0.31 0.26 0.18 0.32 34. 0.17 0.37 0.18 0.33 1.4 Sample Depth: Serial_No:10041820:19 Page 25 of 298 Methylene chloride 1,1-Dichloroethane Chloroform Carbon tetrachloride 1,2-Dichloropropane Dibromochloromethane 1,1,2-Trichloroethane Tetrachloroethene Chlorobenzene Trichlorofluoromethane 1,2-Dichloroethane 1,1,1-Trichloroethane Bromodichloromethane trans-1,3-Dichloropropene cis-1,3-Dichloropropene 1,3-Dichloropropene, Total 1,1-Dichloropropene Bromoform 1,1,2,2-Tetrachloroethane Benzene Toluene Ethylbenzene Chloromethane Bromomethane Vinyl chloride Chloroethane 1,1-Dichloroethene trans-1,2-Dichloroethene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 6.9 1.4 2.1 1.4 1.4 1.4 1.4 0.69 0.69 5.5 1.4 0.69 0.69 1.4 0.69 0.69 0.69 5.5 0.69 0.69 1.4 1.4 5.5 2.8 1.4 2.8 1.4 2.1 10/04/18 SB004 (0-2")Client ID: 09/24/18 11:25Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-07Lab ID: Field Prep:Not Specified Matrix:Soil Analytical Method: Analytical Date: Analyst: 1,8260C 10/03/18 12:52 MKS 84%Percent Solids: MDL 3.2 0.20 0.19 0.32 0.17 0.19 0.37 0.27 0.17 0.96 0.35 0.23 0.15 0.38 0.22 0.22 0.22 0.34 0.23 0.23 0.75 0.19 1.3 0.80 0.46 0.62 0.33 0.19 Sample Depth: Serial_No:10041820:19 Page 26 of 298 Trichloroethene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Methyl tert butyl ether p/m-Xylene o-Xylene Xylenes, Total cis-1,2-Dichloroethene 1,2-Dichloroethene, Total Dibromomethane Styrene Dichlorodifluoromethane Acetone Carbon disulfide 2-Butanone Vinyl acetate 4-Methyl-2-pentanone 1,2,3-Trichloropropane 2-Hexanone Bromochloromethane 2,2-Dichloropropane 1,2-Dibromoethane 1,3-Dichloropropane 1,1,1,2-Tetrachloroethane Bromobenzene n-Butylbenzene sec-Butylbenzene tert-Butylbenzene o-Chlorotoluene p-Chlorotoluene 1,2-Dibromo-3-chloropropane Hexachlorobutadiene Isopropylbenzene p-Isopropyltoluene Naphthalene Acrylonitrile Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND 61 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 0.69 2.8 2.8 2.8 2.8 2.8 1.4 1.4 1.4 1.4 2.8 1.4 14 14 14 14 14 14 2.8 14 2.8 2.8 1.4 2.8 0.69 2.8 1.4 1.4 2.8 2.8 2.8 4.1 5.5 1.4 1.4 5.5 5.5 10/04/18 SB004 (0-2")Client ID: 09/24/18 11:25Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-07Lab ID: Field Prep:Not Specified MDL 0.19 0.20 0.20 0.24 0.28 0.77 0.40 0.40 0.24 0.19 0.33 0.27 1.3 6.6 6.3 3.0 3.0 1.8 0.17 1.6 0.28 0.28 0.38 0.23 0.18 0.20 0.23 0.20 0.16 0.26 0.15 1.4 0.23 0.15 0.15 0.90 1.6 Sample Depth: Serial_No:10041820:19 Page 27 of 298 n-Propylbenzene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,3,5-Trimethylbenzene 1,2,4-Trimethylbenzene 1,4-Dioxane p-Diethylbenzene p-Ethyltoluene 1,2,4,5-Tetramethylbenzene Ethyl ether trans-1,4-Dichloro-2-butene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.4 2.8 2.8 2.8 2.8 140 2.8 2.8 2.8 2.8 6.9 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene Dibromofluoromethane 103 111 107 93 70-130 70-130 70-130 70-130 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 SB004 (0-2")Client ID: 09/24/18 11:25Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-07Lab ID: Field Prep:Not Specified MDL 0.24 0.44 0.37 0.26 0.46 48. 0.24 0.53 0.26 0.47 2.0 Sample Depth: Serial_No:10041820:19 Page 28 of 298 Methylene chloride 1,1-Dichloroethane Chloroform Carbon tetrachloride 1,2-Dichloropropane Dibromochloromethane 1,1,2-Trichloroethane Tetrachloroethene Chlorobenzene Trichlorofluoromethane 1,2-Dichloroethane 1,1,1-Trichloroethane Bromodichloromethane trans-1,3-Dichloropropene cis-1,3-Dichloropropene 1,3-Dichloropropene, Total 1,1-Dichloropropene Bromoform 1,1,2,2-Tetrachloroethane Benzene Toluene Ethylbenzene Chloromethane Bromomethane Vinyl chloride Chloroethane 1,1-Dichloroethene trans-1,2-Dichloroethene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 4.5 0.90 1.3 0.90 0.90 0.90 0.90 0.45 0.45 3.6 0.90 0.45 0.45 0.90 0.45 0.45 0.45 3.6 0.45 0.45 0.90 0.90 3.6 1.8 0.90 1.8 0.90 1.3 10/04/18 SB004 (3'-4')Client ID: 09/24/18 11:35Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-08Lab ID: Field Prep:Not Specified Matrix:Soil Analytical Method: Analytical Date: Analyst: 1,8260C 10/03/18 13:20 MKS 98%Percent Solids: MDL 2.0 0.13 0.12 0.21 0.11 0.12 0.24 0.18 0.11 0.62 0.23 0.15 0.10 0.24 0.14 0.14 0.14 0.22 0.15 0.15 0.49 0.13 0.83 0.52 0.30 0.40 0.21 0.12 Sample Depth: Serial_No:10041820:19 Page 29 of 298 Trichloroethene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Methyl tert butyl ether p/m-Xylene o-Xylene Xylenes, Total cis-1,2-Dichloroethene 1,2-Dichloroethene, Total Dibromomethane Styrene Dichlorodifluoromethane Acetone Carbon disulfide 2-Butanone Vinyl acetate 4-Methyl-2-pentanone 1,2,3-Trichloropropane 2-Hexanone Bromochloromethane 2,2-Dichloropropane 1,2-Dibromoethane 1,3-Dichloropropane 1,1,1,2-Tetrachloroethane Bromobenzene n-Butylbenzene sec-Butylbenzene tert-Butylbenzene o-Chlorotoluene p-Chlorotoluene 1,2-Dibromo-3-chloropropane Hexachlorobutadiene Isopropylbenzene p-Isopropyltoluene Naphthalene Acrylonitrile Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND 28 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 0.45 1.8 1.8 1.8 1.8 1.8 0.90 0.90 0.90 0.90 1.8 0.90 9.0 9.0 9.0 9.0 9.0 9.0 1.8 9.0 1.8 1.8 0.90 1.8 0.45 1.8 0.90 0.90 1.8 1.8 1.8 2.7 3.6 0.90 0.90 3.6 3.6 10/04/18 SB004 (3'-4')Client ID: 09/24/18 11:35Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-08Lab ID: Field Prep:Not Specified MDL 0.12 0.13 0.13 0.15 0.18 0.50 0.26 0.26 0.16 0.12 0.21 0.18 0.82 4.3 4.1 2.0 1.9 1.1 0.11 1.0 0.18 0.18 0.25 0.15 0.12 0.13 0.15 0.13 0.10 0.17 0.10 0.89 0.15 0.10 0.10 0.58 1.0 Sample Depth: Serial_No:10041820:19 Page 30 of 298 n-Propylbenzene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,3,5-Trimethylbenzene 1,2,4-Trimethylbenzene 1,4-Dioxane p-Diethylbenzene p-Ethyltoluene 1,2,4,5-Tetramethylbenzene Ethyl ether trans-1,4-Dichloro-2-butene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 0.90 1.8 1.8 1.8 1.8 90 1.8 1.8 1.8 1.8 4.5 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene Dibromofluoromethane 101 109 106 91 70-130 70-130 70-130 70-130 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 SB004 (3'-4')Client ID: 09/24/18 11:35Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-08Lab ID: Field Prep:Not Specified MDL 0.15 0.29 0.24 0.17 0.30 31. 0.16 0.34 0.17 0.30 1.3 Sample Depth: Serial_No:10041820:19 Page 31 of 298 Methylene chloride 1,1-Dichloroethane Chloroform Carbon tetrachloride 1,2-Dichloropropane Dibromochloromethane 1,1,2-Trichloroethane Tetrachloroethene Chlorobenzene Trichlorofluoromethane 1,2-Dichloroethane 1,1,1-Trichloroethane Bromodichloromethane trans-1,3-Dichloropropene cis-1,3-Dichloropropene 1,3-Dichloropropene, Total 1,1-Dichloropropene Bromoform 1,1,2,2-Tetrachloroethane Benzene Toluene Ethylbenzene Chloromethane Bromomethane Vinyl chloride Chloroethane 1,1-Dichloroethene trans-1,2-Dichloroethene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 6.7 1.3 2.0 1.3 1.3 1.3 1.3 0.67 0.67 5.4 1.3 0.67 0.67 1.3 0.67 0.67 0.67 5.4 0.67 0.67 1.3 1.3 5.4 2.7 1.3 2.7 1.3 2.0 10/04/18 SB005 (0-2")Client ID: 09/24/18 11:45Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-09Lab ID: Field Prep:Not Specified Matrix:Soil Analytical Method: Analytical Date: Analyst: 1,8260C 10/03/18 13:48 MKS 86%Percent Solids: MDL 3.1 0.20 0.19 0.31 0.17 0.19 0.36 0.26 0.17 0.94 0.35 0.22 0.15 0.37 0.21 0.21 0.21 0.33 0.22 0.22 0.73 0.19 1.2 0.78 0.45 0.61 0.32 0.18 Sample Depth: Serial_No:10041820:19 Page 32 of 298 Trichloroethene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Methyl tert butyl ether p/m-Xylene o-Xylene Xylenes, Total cis-1,2-Dichloroethene 1,2-Dichloroethene, Total Dibromomethane Styrene Dichlorodifluoromethane Acetone Carbon disulfide 2-Butanone Vinyl acetate 4-Methyl-2-pentanone 1,2,3-Trichloropropane 2-Hexanone Bromochloromethane 2,2-Dichloropropane 1,2-Dibromoethane 1,3-Dichloropropane 1,1,1,2-Tetrachloroethane Bromobenzene n-Butylbenzene sec-Butylbenzene tert-Butylbenzene o-Chlorotoluene p-Chlorotoluene 1,2-Dibromo-3-chloropropane Hexachlorobutadiene Isopropylbenzene p-Isopropyltoluene Naphthalene Acrylonitrile Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND 91 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 0.67 2.7 2.7 2.7 2.7 2.7 1.3 1.3 1.3 1.3 2.7 1.3 13 13 13 13 13 13 2.7 13 2.7 2.7 1.3 2.7 0.67 2.7 1.3 1.3 2.7 2.7 2.7 4.0 5.4 1.3 1.3 5.4 5.4 10/04/18 SB005 (0-2")Client ID: 09/24/18 11:45Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-09Lab ID: Field Prep:Not Specified MDL 0.18 0.19 0.20 0.23 0.27 0.76 0.39 0.39 0.24 0.18 0.32 0.26 1.2 6.5 6.1 3.0 2.9 1.7 0.17 1.6 0.28 0.27 0.38 0.22 0.18 0.20 0.22 0.20 0.16 0.26 0.14 1.3 0.23 0.15 0.15 0.88 1.6 Sample Depth: Serial_No:10041820:19 Page 33 of 298 n-Propylbenzene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,3,5-Trimethylbenzene 1,2,4-Trimethylbenzene 1,4-Dioxane p-Diethylbenzene p-Ethyltoluene 1,2,4,5-Tetramethylbenzene Ethyl ether trans-1,4-Dichloro-2-butene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.3 2.7 2.7 2.7 2.7 130 2.7 2.7 2.7 2.7 6.7 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene Dibromofluoromethane 101 110 105 92 70-130 70-130 70-130 70-130 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 SB005 (0-2")Client ID: 09/24/18 11:45Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-09Lab ID: Field Prep:Not Specified MDL 0.23 0.43 0.37 0.26 0.45 47. 0.24 0.52 0.26 0.46 1.9 Sample Depth: Serial_No:10041820:19 Page 34 of 298 Methylene chloride 1,1-Dichloroethane Chloroform Carbon tetrachloride 1,2-Dichloropropane Dibromochloromethane 1,1,2-Trichloroethane Tetrachloroethene Chlorobenzene Trichlorofluoromethane 1,2-Dichloroethane 1,1,1-Trichloroethane Bromodichloromethane trans-1,3-Dichloropropene cis-1,3-Dichloropropene 1,3-Dichloropropene, Total 1,1-Dichloropropene Bromoform 1,1,2,2-Tetrachloroethane Benzene Toluene Ethylbenzene Chloromethane Bromomethane Vinyl chloride Chloroethane 1,1-Dichloroethene trans-1,2-Dichloroethene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 6.0 1.2 1.8 1.2 1.2 1.2 1.2 0.60 0.60 4.8 1.2 0.60 0.60 1.2 0.60 0.60 0.60 4.8 0.60 0.60 1.2 1.2 4.8 2.4 1.2 2.4 1.2 1.8 10/04/18 SB005 (3'-4')Client ID: 09/24/18 11:55Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-10Lab ID: Field Prep:Not Specified Matrix:Soil Analytical Method: Analytical Date: Analyst: 1,8260C 10/03/18 14:16 MKS 98%Percent Solids: MDL 2.8 0.17 0.17 0.28 0.15 0.17 0.32 0.24 0.15 0.84 0.31 0.20 0.13 0.33 0.19 0.19 0.19 0.30 0.20 0.20 0.65 0.17 1.1 0.70 0.40 0.54 0.29 0.16 Sample Depth: Serial_No:10041820:19 Page 35 of 298 Trichloroethene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Methyl tert butyl ether p/m-Xylene o-Xylene Xylenes, Total cis-1,2-Dichloroethene 1,2-Dichloroethene, Total Dibromomethane Styrene Dichlorodifluoromethane Acetone Carbon disulfide 2-Butanone Vinyl acetate 4-Methyl-2-pentanone 1,2,3-Trichloropropane 2-Hexanone Bromochloromethane 2,2-Dichloropropane 1,2-Dibromoethane 1,3-Dichloropropane 1,1,1,2-Tetrachloroethane Bromobenzene n-Butylbenzene sec-Butylbenzene tert-Butylbenzene o-Chlorotoluene p-Chlorotoluene 1,2-Dibromo-3-chloropropane Hexachlorobutadiene Isopropylbenzene p-Isopropyltoluene Naphthalene Acrylonitrile Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND 14 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 0.60 2.4 2.4 2.4 2.4 2.4 1.2 1.2 1.2 1.2 2.4 1.2 12 12 12 12 12 12 2.4 12 2.4 2.4 1.2 2.4 0.60 2.4 1.2 1.2 2.4 2.4 2.4 3.6 4.8 1.2 1.2 4.8 4.8 10/04/18 SB005 (3'-4')Client ID: 09/24/18 11:55Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-10Lab ID: Field Prep:Not Specified MDL 0.16 0.17 0.18 0.20 0.24 0.67 0.35 0.35 0.21 0.16 0.29 0.24 1.1 5.8 5.5 2.7 2.6 1.5 0.15 1.4 0.25 0.24 0.34 0.20 0.16 0.17 0.20 0.18 0.14 0.23 0.13 1.2 0.20 0.13 0.13 0.78 1.4 Sample Depth: Serial_No:10041820:19 Page 36 of 298 n-Propylbenzene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,3,5-Trimethylbenzene 1,2,4-Trimethylbenzene 1,4-Dioxane p-Diethylbenzene p-Ethyltoluene 1,2,4,5-Tetramethylbenzene Ethyl ether trans-1,4-Dichloro-2-butene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by 8260/5035 - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.2 2.4 2.4 2.4 2.4 120 2.4 2.4 2.4 2.4 6.0 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene Dibromofluoromethane 102 109 105 93 70-130 70-130 70-130 70-130 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 SB005 (3'-4')Client ID: 09/24/18 11:55Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-10Lab ID: Field Prep:Not Specified MDL 0.20 0.39 0.33 0.23 0.40 42. 0.21 0.46 0.23 0.41 1.7 Sample Depth: Serial_No:10041820:19 Page 37 of 298 Methylene chloride 1,1-Dichloroethane Chloroform Carbon tetrachloride 1,2-Dichloropropane Dibromochloromethane 1,1,2-Trichloroethane Tetrachloroethene Chlorobenzene Trichlorofluoromethane 1,2-Dichloroethane 1,1,1-Trichloroethane Bromodichloromethane trans-1,3-Dichloropropene cis-1,3-Dichloropropene 1,3-Dichloropropene, Total 1,1-Dichloropropene Bromoform 1,1,2,2-Tetrachloroethane Benzene Toluene Ethylbenzene Chloromethane Bromomethane Vinyl chloride Chloroethane 1,1-Dichloroethene trans-1,2-Dichloroethene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2.5 2.5 2.5 0.50 1.0 0.50 1.5 0.50 2.5 2.5 0.50 2.5 0.50 0.50 0.50 0.50 2.5 2.0 0.50 0.50 2.5 2.5 2.5 2.5 1.0 2.5 0.50 2.5 10/04/18 FIELD BLANKClient ID: 09/24/18 13:45Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-25Lab ID: Field Prep:Not Specified Matrix:Water Analytical Method: Analytical Date: Analyst: 1,8260C 09/28/18 23:44 NLK MDL 0.70 0.70 0.70 0.13 0.14 0.15 0.50 0.18 0.70 0.70 0.13 0.70 0.19 0.16 0.14 0.14 0.70 0.65 0.17 0.16 0.70 0.70 0.70 0.70 0.07 0.70 0.17 0.70 Sample Depth: Serial_No:10041820:19 Page 38 of 298 Trichloroethene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Methyl tert butyl ether p/m-Xylene o-Xylene Xylenes, Total cis-1,2-Dichloroethene 1,2-Dichloroethene, Total Dibromomethane 1,2,3-Trichloropropane Acrylonitrile Styrene Dichlorodifluoromethane Acetone Carbon disulfide 2-Butanone Vinyl acetate 4-Methyl-2-pentanone 2-Hexanone Bromochloromethane 2,2-Dichloropropane 1,2-Dibromoethane 1,3-Dichloropropane 1,1,1,2-Tetrachloroethane Bromobenzene n-Butylbenzene sec-Butylbenzene tert-Butylbenzene o-Chlorotoluene p-Chlorotoluene 1,2-Dibromo-3-chloropropane Hexachlorobutadiene Isopropylbenzene p-Isopropyltoluene Naphthalene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 0.50 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 5.0 2.5 5.0 2.5 5.0 5.0 5.0 5.0 5.0 5.0 5.0 2.5 2.5 2.0 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 10/04/18 FIELD BLANKClient ID: 09/24/18 13:45Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-25Lab ID: Field Prep:Not Specified MDL 0.18 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 1.0 0.70 1.5 0.70 1.0 1.5 1.0 1.9 1.0 1.0 1.0 0.70 0.70 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 Sample Depth: Serial_No:10041820:19 Page 39 of 298 n-Propylbenzene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,3,5-Trimethylbenzene 1,2,4-Trimethylbenzene 1,4-Dioxane p-Diethylbenzene p-Ethyltoluene 1,2,4,5-Tetramethylbenzene Ethyl ether trans-1,4-Dichloro-2-butene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2.5 2.5 2.5 2.5 2.5 250 2.0 2.0 2.0 2.5 2.5 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene Dibromofluoromethane 102 98 98 100 70-130 70-130 70-130 70-130 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 FIELD BLANKClient ID: 09/24/18 13:45Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-25Lab ID: Field Prep:Not Specified MDL 0.70 0.70 0.70 0.70 0.70 61. 0.70 0.70 0.54 0.70 0.70 Sample Depth: Serial_No:10041820:19 Page 40 of 298 Methylene chloride 1,1-Dichloroethane Chloroform Carbon tetrachloride 1,2-Dichloropropane Dibromochloromethane 1,1,2-Trichloroethane Tetrachloroethene Chlorobenzene Trichlorofluoromethane 1,2-Dichloroethane 1,1,1-Trichloroethane Bromodichloromethane trans-1,3-Dichloropropene cis-1,3-Dichloropropene 1,3-Dichloropropene, Total 1,1-Dichloropropene Bromoform 1,1,2,2-Tetrachloroethane Benzene Toluene Ethylbenzene Chloromethane Bromomethane Vinyl chloride Chloroethane 1,1-Dichloroethene trans-1,2-Dichloroethene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2.5 2.5 2.5 0.50 1.0 0.50 1.5 0.50 2.5 2.5 0.50 2.5 0.50 0.50 0.50 0.50 2.5 2.0 0.50 0.50 2.5 2.5 2.5 2.5 1.0 2.5 0.50 2.5 10/04/18 EQUIPMENT BLANKClient ID: 09/24/18 13:55Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-26Lab ID: Field Prep:Not Specified Matrix:Water Analytical Method: Analytical Date: Analyst: 1,8260C 09/29/18 00:09 NLK MDL 0.70 0.70 0.70 0.13 0.14 0.15 0.50 0.18 0.70 0.70 0.13 0.70 0.19 0.16 0.14 0.14 0.70 0.65 0.17 0.16 0.70 0.70 0.70 0.70 0.07 0.70 0.17 0.70 Sample Depth: Serial_No:10041820:19 Page 41 of 298 Trichloroethene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Methyl tert butyl ether p/m-Xylene o-Xylene Xylenes, Total cis-1,2-Dichloroethene 1,2-Dichloroethene, Total Dibromomethane 1,2,3-Trichloropropane Acrylonitrile Styrene Dichlorodifluoromethane Acetone Carbon disulfide 2-Butanone Vinyl acetate 4-Methyl-2-pentanone 2-Hexanone Bromochloromethane 2,2-Dichloropropane 1,2-Dibromoethane 1,3-Dichloropropane 1,1,1,2-Tetrachloroethane Bromobenzene n-Butylbenzene sec-Butylbenzene tert-Butylbenzene o-Chlorotoluene p-Chlorotoluene 1,2-Dibromo-3-chloropropane Hexachlorobutadiene Isopropylbenzene p-Isopropyltoluene Naphthalene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 0.50 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 5.0 2.5 5.0 2.5 5.0 5.0 5.0 5.0 5.0 5.0 5.0 2.5 2.5 2.0 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 10/04/18 EQUIPMENT BLANKClient ID: 09/24/18 13:55Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-26Lab ID: Field Prep:Not Specified MDL 0.18 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 1.0 0.70 1.5 0.70 1.0 1.5 1.0 1.9 1.0 1.0 1.0 0.70 0.70 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 Sample Depth: Serial_No:10041820:19 Page 42 of 298 n-Propylbenzene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,3,5-Trimethylbenzene 1,2,4-Trimethylbenzene 1,4-Dioxane p-Diethylbenzene p-Ethyltoluene 1,2,4,5-Tetramethylbenzene Ethyl ether trans-1,4-Dichloro-2-butene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2.5 2.5 2.5 2.5 2.5 250 2.0 2.0 2.0 2.5 2.5 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene Dibromofluoromethane 102 99 98 101 70-130 70-130 70-130 70-130 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 EQUIPMENT BLANKClient ID: 09/24/18 13:55Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-26Lab ID: Field Prep:Not Specified MDL 0.70 0.70 0.70 0.70 0.70 61. 0.70 0.70 0.54 0.70 0.70 Sample Depth: Serial_No:10041820:19 Page 43 of 298 Methylene chloride 1,1-Dichloroethane Chloroform Carbon tetrachloride 1,2-Dichloropropane Dibromochloromethane 1,1,2-Trichloroethane Tetrachloroethene Chlorobenzene Trichlorofluoromethane 1,2-Dichloroethane 1,1,1-Trichloroethane Bromodichloromethane trans-1,3-Dichloropropene cis-1,3-Dichloropropene 1,3-Dichloropropene, Total 1,1-Dichloropropene Bromoform 1,1,2,2-Tetrachloroethane Benzene Toluene Ethylbenzene Chloromethane Bromomethane Vinyl chloride Chloroethane 1,1-Dichloroethene trans-1,2-Dichloroethene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2.5 2.5 2.5 0.50 1.0 0.50 1.5 0.50 2.5 2.5 0.50 2.5 0.50 0.50 0.50 0.50 2.5 2.0 0.50 0.50 2.5 2.5 2.5 2.5 1.0 2.5 0.50 2.5 10/04/18 TRIP BLANKClient ID: 09/24/18 00:00Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-27Lab ID: Field Prep:Not Specified Matrix:Water Analytical Method: Analytical Date: Analyst: 1,8260C 09/29/18 00:34 NLK MDL 0.70 0.70 0.70 0.13 0.14 0.15 0.50 0.18 0.70 0.70 0.13 0.70 0.19 0.16 0.14 0.14 0.70 0.65 0.17 0.16 0.70 0.70 0.70 0.70 0.07 0.70 0.17 0.70 Sample Depth: Serial_No:10041820:19 Page 44 of 298 Trichloroethene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Methyl tert butyl ether p/m-Xylene o-Xylene Xylenes, Total cis-1,2-Dichloroethene 1,2-Dichloroethene, Total Dibromomethane 1,2,3-Trichloropropane Acrylonitrile Styrene Dichlorodifluoromethane Acetone Carbon disulfide 2-Butanone Vinyl acetate 4-Methyl-2-pentanone 2-Hexanone Bromochloromethane 2,2-Dichloropropane 1,2-Dibromoethane 1,3-Dichloropropane 1,1,1,2-Tetrachloroethane Bromobenzene n-Butylbenzene sec-Butylbenzene tert-Butylbenzene o-Chlorotoluene p-Chlorotoluene 1,2-Dibromo-3-chloropropane Hexachlorobutadiene Isopropylbenzene p-Isopropyltoluene Naphthalene Parameter Result J Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 2.2 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 0.50 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 5.0 2.5 5.0 2.5 5.0 5.0 5.0 5.0 5.0 5.0 5.0 2.5 2.5 2.0 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 10/04/18 TRIP BLANKClient ID: 09/24/18 00:00Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-27Lab ID: Field Prep:Not Specified MDL 0.18 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 1.0 0.70 1.5 0.70 1.0 1.5 1.0 1.9 1.0 1.0 1.0 0.70 0.70 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 Sample Depth: Serial_No:10041820:19 Page 45 of 298 n-Propylbenzene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,3,5-Trimethylbenzene 1,2,4-Trimethylbenzene 1,4-Dioxane p-Diethylbenzene p-Ethyltoluene 1,2,4,5-Tetramethylbenzene Ethyl ether trans-1,4-Dichloro-2-butene Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Volatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2.5 2.5 2.5 2.5 2.5 250 2.0 2.0 2.0 2.5 2.5 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene Dibromofluoromethane 100 99 97 101 70-130 70-130 70-130 70-130 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 TRIP BLANKClient ID: 09/24/18 00:00Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-27Lab ID: Field Prep:Not Specified MDL 0.70 0.70 0.70 0.70 0.70 61. 0.70 0.70 0.54 0.70 0.70 Sample Depth: Serial_No:10041820:19 Page 46 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 09/28/18 16:39 1,8260CAnalytical Method: Analytical Date: 10/04/18 Analyst:MKS Methylene chloride 1,1-Dichloroethane Chloroform Carbon tetrachloride 1,2-Dichloropropane Dibromochloromethane 1,1,2-Trichloroethane Tetrachloroethene Chlorobenzene Trichlorofluoromethane 1,2-Dichloroethane 1,1,1-Trichloroethane Bromodichloromethane trans-1,3-Dichloropropene cis-1,3-Dichloropropene 1,3-Dichloropropene, Total 1,1-Dichloropropene Bromoform 1,1,2,2-Tetrachloroethane Benzene Toluene Ethylbenzene Chloromethane Bromomethane Vinyl chloride Chloroethane 1,1-Dichloroethene trans-1,2-Dichloroethene Trichloroethene Parameter Result ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND RL 2.5 2.5 2.5 0.50 1.0 0.50 1.5 0.50 2.5 2.5 0.50 2.5 0.50 0.50 0.50 0.50 2.5 2.0 0.50 0.50 2.5 2.5 2.5 2.5 1.0 2.5 0.50 2.5 0.50 ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l UnitsQualifier Volatile Organics by GC/MS - Westborough Lab for sample(s): 25-27 Batch: WG1162657-5 MDL 0.70 0.70 0.70 0.13 0.14 0.15 0.50 0.18 0.70 0.70 0.13 0.70 0.19 0.16 0.14 0.14 0.70 0.65 0.17 0.16 0.70 0.70 0.70 0.70 0.07 0.70 0.17 0.70 0.18 Serial_No:10041820:19 Page 47 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 09/28/18 16:39 1,8260CAnalytical Method: Analytical Date: 10/04/18 Analyst:MKS 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Methyl tert butyl ether p/m-Xylene o-Xylene Xylenes, Total cis-1,2-Dichloroethene 1,2-Dichloroethene, Total Dibromomethane 1,2,3-Trichloropropane Acrylonitrile Styrene Dichlorodifluoromethane Acetone Carbon disulfide 2-Butanone Vinyl acetate 4-Methyl-2-pentanone 2-Hexanone Bromochloromethane 2,2-Dichloropropane 1,2-Dibromoethane 1,3-Dichloropropane 1,1,1,2-Tetrachloroethane Bromobenzene n-Butylbenzene sec-Butylbenzene tert-Butylbenzene Parameter Result ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND RL 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 5.0 2.5 5.0 2.5 5.0 5.0 5.0 5.0 5.0 5.0 5.0 2.5 2.5 2.0 2.5 2.5 2.5 2.5 2.5 2.5 ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l UnitsQualifier Volatile Organics by GC/MS - Westborough Lab for sample(s): 25-27 Batch: WG1162657-5 MDL 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 1.0 0.70 1.5 0.70 1.0 1.5 1.0 1.9 1.0 1.0 1.0 0.70 0.70 0.65 0.70 0.70 0.70 0.70 0.70 0.70 Serial_No:10041820:19 Page 48 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 09/28/18 16:39 1,8260CAnalytical Method: Analytical Date: 10/04/18 Analyst:MKS o-Chlorotoluene p-Chlorotoluene 1,2-Dibromo-3-chloropropane Hexachlorobutadiene Isopropylbenzene p-Isopropyltoluene Naphthalene n-Propylbenzene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,3,5-Trimethylbenzene 1,2,4-Trimethylbenzene 1,4-Dioxane p-Diethylbenzene p-Ethyltoluene 1,2,4,5-Tetramethylbenzene Ethyl ether trans-1,4-Dichloro-2-butene Parameter Result ND ND ND ND ND ND 0.97 ND ND ND ND ND ND ND ND ND ND ND RL 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 250 2.0 2.0 2.0 2.5 2.5 J ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l UnitsQualifier Volatile Organics by GC/MS - Westborough Lab for sample(s): 25-27 Batch: WG1162657-5 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene Dibromofluoromethane 97 98 101 97 70-130 70-130 70-130 70-130 Surrogate %Recovery Qualifier Acceptance Criteria MDL 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 61. 0.70 0.70 0.54 0.70 0.70 Serial_No:10041820:19 Page 49 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/03/18 10:06 1,8260CAnalytical Method: Analytical Date: 10/04/18 Analyst:JC Methylene chloride 1,1-Dichloroethane Chloroform Carbon tetrachloride 1,2-Dichloropropane Dibromochloromethane 1,1,2-Trichloroethane Tetrachloroethene Chlorobenzene Trichlorofluoromethane 1,2-Dichloroethane 1,1,1-Trichloroethane Bromodichloromethane trans-1,3-Dichloropropene cis-1,3-Dichloropropene 1,3-Dichloropropene, Total 1,1-Dichloropropene Bromoform 1,1,2,2-Tetrachloroethane Benzene Toluene Ethylbenzene Chloromethane Bromomethane Vinyl chloride Chloroethane 1,1-Dichloroethene trans-1,2-Dichloroethene Trichloroethene Parameter Result ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND RL 5.0 1.0 1.5 1.0 1.0 1.0 1.0 0.50 0.50 4.0 1.0 0.50 0.50 1.0 0.50 0.50 0.50 4.0 0.50 0.50 1.0 1.0 4.0 2.0 1.0 2.0 1.0 1.5 0.50 ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg UnitsQualifier Volatile Organics by 8260/5035 - Westborough Lab for sample(s): 05-10 Batch: WG1163713-5 MDL 2.3 0.14 0.14 0.23 0.12 0.14 0.27 0.20 0.13 0.70 0.26 0.17 0.11 0.27 0.16 0.16 0.16 0.25 0.17 0.17 0.54 0.14 0.93 0.58 0.34 0.45 0.24 0.14 0.14 Serial_No:10041820:19 Page 50 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/03/18 10:06 1,8260CAnalytical Method: Analytical Date: 10/04/18 Analyst:JC 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Methyl tert butyl ether p/m-Xylene o-Xylene Xylenes, Total cis-1,2-Dichloroethene 1,2-Dichloroethene, Total Dibromomethane Styrene Dichlorodifluoromethane Acetone Carbon disulfide 2-Butanone Vinyl acetate 4-Methyl-2-pentanone 1,2,3-Trichloropropane 2-Hexanone Bromochloromethane 2,2-Dichloropropane 1,2-Dibromoethane 1,3-Dichloropropane 1,1,1,2-Tetrachloroethane Bromobenzene n-Butylbenzene sec-Butylbenzene tert-Butylbenzene o-Chlorotoluene Parameter Result ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND RL 2.0 2.0 2.0 2.0 2.0 1.0 1.0 1.0 1.0 2.0 1.0 10 10 10 10 10 10 2.0 10 2.0 2.0 1.0 2.0 0.50 2.0 1.0 1.0 2.0 2.0 ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg UnitsQualifier Volatile Organics by 8260/5035 - Westborough Lab for sample(s): 05-10 Batch: WG1163713-5 MDL 0.14 0.15 0.17 0.20 0.56 0.29 0.29 0.18 0.14 0.24 0.20 0.92 4.8 4.6 2.2 2.2 1.3 0.13 1.2 0.20 0.20 0.28 0.17 0.13 0.14 0.17 0.15 0.12 0.19 Serial_No:10041820:19 Page 51 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/03/18 10:06 1,8260CAnalytical Method: Analytical Date: 10/04/18 Analyst:JC p-Chlorotoluene 1,2-Dibromo-3-chloropropane Hexachlorobutadiene Isopropylbenzene p-Isopropyltoluene Naphthalene Acrylonitrile n-Propylbenzene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,3,5-Trimethylbenzene 1,2,4-Trimethylbenzene 1,4-Dioxane p-Diethylbenzene p-Ethyltoluene 1,2,4,5-Tetramethylbenzene Ethyl ether trans-1,4-Dichloro-2-butene Parameter Result ND ND ND ND ND ND ND ND 0.33 ND ND ND ND ND ND ND ND ND RL 2.0 3.0 4.0 1.0 1.0 4.0 4.0 1.0 2.0 2.0 2.0 2.0 100 2.0 2.0 2.0 2.0 5.0 J ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg UnitsQualifier Volatile Organics by 8260/5035 - Westborough Lab for sample(s): 05-10 Batch: WG1163713-5 No Tentatively Identified Compounds ND ug/kg Tentatively Identified Compounds MDL 0.11 1.0 0.17 0.11 0.11 0.65 1.2 0.17 0.32 0.27 0.19 0.33 35. 0.18 0.38 0.19 0.34 1.4 Serial_No:10041820:19 Page 52 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/03/18 10:06 1,8260CAnalytical Method: Analytical Date: 10/04/18 Analyst:JC Parameter Result RLUnitsQualifier Volatile Organics by 8260/5035 - Westborough Lab for sample(s): 05-10 Batch: WG1163713-5 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene Dibromofluoromethane 101 107 105 91 70-130 70-130 70-130 70-130 Surrogate %Recovery Qualifier Acceptance Criteria MDL Serial_No:10041820:19 Page 53 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/03/18 10:12 1,8260CAnalytical Method: Analytical Date: 10/04/18 Analyst:JC Methylene chloride 1,1-Dichloroethane Chloroform Carbon tetrachloride 1,2-Dichloropropane Dibromochloromethane 1,1,2-Trichloroethane Tetrachloroethene Chlorobenzene Trichlorofluoromethane 1,2-Dichloroethane 1,1,1-Trichloroethane Bromodichloromethane trans-1,3-Dichloropropene cis-1,3-Dichloropropene 1,3-Dichloropropene, Total 1,1-Dichloropropene Bromoform 1,1,2,2-Tetrachloroethane Benzene Toluene Ethylbenzene Chloromethane Bromomethane Vinyl chloride Chloroethane 1,1-Dichloroethene trans-1,2-Dichloroethene Trichloroethene Parameter Result ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND RL 5.0 1.0 1.5 1.0 1.0 1.0 1.0 0.50 0.50 4.0 1.0 0.50 0.50 1.0 0.50 0.50 0.50 4.0 0.50 0.50 1.0 1.0 4.0 2.0 1.0 2.0 1.0 1.5 0.50 ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg UnitsQualifier Volatile Organics by 8260/5035 - Westborough Lab for sample(s): 01-04 Batch: WG1163719-5 MDL 2.3 0.14 0.14 0.23 0.12 0.14 0.27 0.20 0.13 0.70 0.26 0.17 0.11 0.27 0.16 0.16 0.16 0.25 0.17 0.17 0.54 0.14 0.93 0.58 0.34 0.45 0.24 0.14 0.14 Serial_No:10041820:19 Page 54 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/03/18 10:12 1,8260CAnalytical Method: Analytical Date: 10/04/18 Analyst:JC 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Methyl tert butyl ether p/m-Xylene o-Xylene Xylenes, Total cis-1,2-Dichloroethene 1,2-Dichloroethene, Total Dibromomethane Styrene Dichlorodifluoromethane Acetone Carbon disulfide 2-Butanone Vinyl acetate 4-Methyl-2-pentanone 1,2,3-Trichloropropane 2-Hexanone Bromochloromethane 2,2-Dichloropropane 1,2-Dibromoethane 1,3-Dichloropropane 1,1,1,2-Tetrachloroethane Bromobenzene n-Butylbenzene sec-Butylbenzene tert-Butylbenzene o-Chlorotoluene Parameter Result ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND RL 2.0 2.0 2.0 2.0 2.0 1.0 1.0 1.0 1.0 2.0 1.0 10 10 10 10 10 10 2.0 10 2.0 2.0 1.0 2.0 0.50 2.0 1.0 1.0 2.0 2.0 ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg UnitsQualifier Volatile Organics by 8260/5035 - Westborough Lab for sample(s): 01-04 Batch: WG1163719-5 MDL 0.14 0.15 0.17 0.20 0.56 0.29 0.29 0.18 0.14 0.24 0.20 0.92 4.8 4.6 2.2 2.2 1.3 0.13 1.2 0.20 0.20 0.28 0.17 0.13 0.14 0.17 0.15 0.12 0.19 Serial_No:10041820:19 Page 55 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/03/18 10:12 1,8260CAnalytical Method: Analytical Date: 10/04/18 Analyst:JC p-Chlorotoluene 1,2-Dibromo-3-chloropropane Hexachlorobutadiene Isopropylbenzene p-Isopropyltoluene Naphthalene Acrylonitrile n-Propylbenzene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,3,5-Trimethylbenzene 1,2,4-Trimethylbenzene 1,4-Dioxane p-Diethylbenzene p-Ethyltoluene 1,2,4,5-Tetramethylbenzene Ethyl ether trans-1,4-Dichloro-2-butene Parameter Result ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND RL 2.0 3.0 4.0 1.0 1.0 4.0 4.0 1.0 2.0 2.0 2.0 2.0 100 2.0 2.0 2.0 2.0 5.0 ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg UnitsQualifier Volatile Organics by 8260/5035 - Westborough Lab for sample(s): 01-04 Batch: WG1163719-5 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene Dibromofluoromethane 97 105 93 97 70-130 70-130 70-130 70-130 Surrogate %Recovery Qualifier Acceptance Criteria MDL 0.11 1.0 0.17 0.11 0.11 0.65 1.2 0.17 0.32 0.27 0.19 0.33 35. 0.18 0.38 0.19 0.34 1.4 Serial_No:10041820:19 Page 56 of 298 Methylene chloride 1,1-Dichloroethane Chloroform Carbon tetrachloride 1,2-Dichloropropane Dibromochloromethane 1,1,2-Trichloroethane Tetrachloroethene Chlorobenzene Trichlorofluoromethane 1,2-Dichloroethane 1,1,1-Trichloroethane Bromodichloromethane trans-1,3-Dichloropropene cis-1,3-Dichloropropene 1,1-Dichloropropene Bromoform 1,1,2,2-Tetrachloroethane Benzene Toluene Ethylbenzene Chloromethane Bromomethane 96 100 98 100 100 91 110 99 100 100 96 99 97 90 93 100 91 98 100 100 100 100 98 100 100 100 100 100 94 110 110 100 100 98 100 100 94 96 110 92 100 110 110 110 110 100 70-130 70-130 70-130 63-132 70-130 63-130 70-130 70-130 75-130 62-150 70-130 67-130 67-130 70-130 70-130 70-130 54-136 67-130 70-130 70-130 70-130 64-130 39-139 4 0 2 0 0 3 0 11 0 0 2 1 3 4 3 10 1 2 10 10 10 10 2 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Volatile Organics by GC/MS - Westborough Lab Associated sample(s): 25-27 Batch: WG1162657-3 WG1162657-4 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Qual Qual Qual Serial_No:10041820:19 Page 57 of 298 Vinyl chloride Chloroethane 1,1-Dichloroethene trans-1,2-Dichloroethene Trichloroethene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Methyl tert butyl ether p/m-Xylene o-Xylene cis-1,2-Dichloroethene Dibromomethane 1,2,3-Trichloropropane Acrylonitrile Styrene Dichlorodifluoromethane Acetone Carbon disulfide 2-Butanone Vinyl acetate 4-Methyl-2-pentanone 2-Hexanone 100 100 100 100 94 100 100 99 100 105 110 100 98 92 100 105 98 90 98 96 100 84 76 110 110 110 110 100 100 110 100 100 110 115 110 100 100 100 110 100 89 100 98 100 88 80 55-140 55-138 61-145 70-130 70-130 70-130 70-130 70-130 63-130 70-130 70-130 70-130 70-130 64-130 70-130 70-130 36-147 58-148 51-130 63-138 70-130 59-130 57-130 10 10 10 10 6 0 10 1 0 5 4 10 2 8 0 5 2 1 2 2 0 5 5 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Volatile Organics by GC/MS - Westborough Lab Associated sample(s): 25-27 Batch: WG1162657-3 WG1162657-4 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Qual Qual Qual Serial_No:10041820:19 Page 58 of 298 Bromochloromethane 2,2-Dichloropropane 1,2-Dibromoethane 1,3-Dichloropropane 1,1,1,2-Tetrachloroethane Bromobenzene n-Butylbenzene sec-Butylbenzene tert-Butylbenzene o-Chlorotoluene p-Chlorotoluene 1,2-Dibromo-3-chloropropane Hexachlorobutadiene Isopropylbenzene p-Isopropyltoluene Naphthalene n-Propylbenzene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,3,5-Trimethylbenzene 1,2,4-Trimethylbenzene 1,4-Dioxane p-Diethylbenzene 99 110 99 100 97 100 100 100 110 100 100 85 110 110 100 100 100 97 95 100 99 92 98 100 110 100 100 100 110 110 100 110 110 110 88 110 120 110 100 110 100 99 110 100 104 110 70-130 63-133 70-130 70-130 64-130 70-130 53-136 70-130 70-130 70-130 70-130 41-144 63-130 70-130 70-130 70-130 69-130 70-130 70-130 64-130 70-130 56-162 70-130 1 0 1 0 3 10 10 0 0 10 10 3 0 9 10 0 10 3 4 10 1 12 12 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Volatile Organics by GC/MS - Westborough Lab Associated sample(s): 25-27 Batch: WG1162657-3 WG1162657-4 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Qual Qual Qual Serial_No:10041820:19 Page 59 of 298 p-Ethyltoluene 1,2,4,5-Tetramethylbenzene Ethyl ether trans-1,4-Dichloro-2-butene 110 97 99 92 110 100 100 95 70-130 70-130 59-134 70-130 0 3 1 3 20 20 20 20 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Volatile Organics by GC/MS - Westborough Lab Associated sample(s): 25-27 Batch: WG1162657-3 WG1162657-4 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene Dibromofluoromethane 99 101 101 98 70-130 70-130 70-130 70-130 98 101 102 98 Surrogate Qual%Recovery Qual%Recovery LCS LCSD 10/04/18 Acceptance Criteria Qual Qual Qual Serial_No:10041820:19 Page 60 of 298 Methylene chloride 1,1-Dichloroethane Chloroform Carbon tetrachloride 1,2-Dichloropropane Dibromochloromethane 1,1,2-Trichloroethane Tetrachloroethene Chlorobenzene Trichlorofluoromethane 1,2-Dichloroethane 1,1,1-Trichloroethane Bromodichloromethane trans-1,3-Dichloropropene cis-1,3-Dichloropropene 1,1-Dichloropropene Bromoform 1,1,2,2-Tetrachloroethane Benzene Toluene Ethylbenzene Chloromethane Bromomethane 92 96 97 84 99 90 115 92 98 121 89 86 89 107 90 92 90 118 104 111 115 69 122 89 92 94 80 97 90 114 89 96 117 88 82 88 107 90 89 89 120 100 107 111 67 122 70-130 70-130 70-130 70-130 70-130 70-130 70-130 70-130 70-130 70-139 70-130 70-130 70-130 70-130 70-130 70-130 70-130 70-130 70-130 70-130 70-130 52-130 57-147 3 4 3 5 2 0 1 3 2 3 1 5 1 0 0 3 1 2 4 4 4 3 0 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Volatile Organics by 8260/5035 - Westborough Lab Associated sample(s): 05-10 Batch: WG1163713-3 WG1163713-4 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Qual Qual Qual Serial_No:10041820:19 Page 61 of 298 Vinyl chloride Chloroethane 1,1-Dichloroethene trans-1,2-Dichloroethene Trichloroethene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Methyl tert butyl ether p/m-Xylene o-Xylene cis-1,2-Dichloroethene Dibromomethane Styrene Dichlorodifluoromethane Acetone Carbon disulfide 2-Butanone Vinyl acetate 4-Methyl-2-pentanone 1,2,3-Trichloropropane 2-Hexanone Bromochloromethane 96 123 110 88 91 105 106 107 81 109 100 92 90 100 58 106 80 76 60 98 120 82 82 92 121 80 85 86 102 102 104 81 106 97 89 89 98 54 99 71 75 60 97 118 84 81 67-130 50-151 65-135 70-130 70-130 70-130 70-130 70-130 66-130 70-130 70-130 70-130 70-130 70-130 30-146 54-140 59-130 70-130 70-130 70-130 68-130 70-130 70-130 4 2 32 3 6 3 4 3 0 3 3 3 1 2 7 7 12 1 0 1 2 2 1 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Volatile Organics by 8260/5035 - Westborough Lab Associated sample(s): 05-10 Batch: WG1163713-3 WG1163713-4 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Qual Qual Q Q Qual Q Serial_No:10041820:19 Page 62 of 298 2,2-Dichloropropane 1,2-Dibromoethane 1,3-Dichloropropane 1,1,1,2-Tetrachloroethane Bromobenzene n-Butylbenzene sec-Butylbenzene tert-Butylbenzene o-Chlorotoluene p-Chlorotoluene 1,2-Dibromo-3-chloropropane Hexachlorobutadiene Isopropylbenzene p-Isopropyltoluene Naphthalene Acrylonitrile n-Propylbenzene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,3,5-Trimethylbenzene 1,2,4-Trimethylbenzene 1,4-Dioxane p-Diethylbenzene 88 102 114 90 100 133 123 114 124 117 97 103 119 115 103 96 126 101 104 115 114 102 111 84 104 114 89 98 126 117 109 118 116 95 97 114 111 101 98 121 100 100 111 111 89 106 70-130 70-130 69-130 70-130 70-130 70-130 70-130 70-130 70-130 70-130 68-130 67-130 70-130 70-130 70-130 70-130 70-130 70-130 70-130 70-130 70-130 65-136 70-130 5 2 0 1 2 5 5 4 5 1 2 6 4 4 2 2 4 1 4 4 3 14 5 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Volatile Organics by 8260/5035 - Westborough Lab Associated sample(s): 05-10 Batch: WG1163713-3 WG1163713-4 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Qual Qual Q Qual Serial_No:10041820:19 Page 63 of 298 p-Ethyltoluene 1,2,4,5-Tetramethylbenzene Ethyl ether trans-1,4-Dichloro-2-butene 113 106 115 106 110 100 120 103 70-130 70-130 67-130 70-130 3 6 4 3 30 30 30 30 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Volatile Organics by 8260/5035 - Westborough Lab Associated sample(s): 05-10 Batch: WG1163713-3 WG1163713-4 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene Dibromofluoromethane 99 109 108 91 70-130 70-130 70-130 70-130 99 109 106 91 Surrogate Qual%Recovery Qual%Recovery LCS LCSD 10/04/18 Acceptance Criteria Qual Qual Qual Serial_No:10041820:19 Page 64 of 298 Methylene chloride 1,1-Dichloroethane Chloroform Carbon tetrachloride 1,2-Dichloropropane Dibromochloromethane 1,1,2-Trichloroethane Tetrachloroethene Chlorobenzene Trichlorofluoromethane 1,2-Dichloroethane 1,1,1-Trichloroethane Bromodichloromethane trans-1,3-Dichloropropene cis-1,3-Dichloropropene 1,1-Dichloropropene Bromoform 1,1,2,2-Tetrachloroethane Benzene Toluene Ethylbenzene Chloromethane Bromomethane 81 83 83 83 81 91 97 97 95 85 86 84 80 89 75 75 95 96 83 92 93 85 85 82 84 83 84 81 91 96 96 95 85 87 85 82 86 75 77 96 98 82 91 92 86 90 70-130 70-130 70-130 70-130 70-130 70-130 70-130 70-130 70-130 70-139 70-130 70-130 70-130 70-130 70-130 70-130 70-130 70-130 70-130 70-130 70-130 52-130 57-147 1 1 0 1 0 0 1 1 0 0 1 1 2 3 0 3 1 2 1 1 1 1 6 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Volatile Organics by 8260/5035 - Westborough Lab Associated sample(s): 01-04 Batch: WG1163719-3 WG1163719-4 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Qual Qual Qual Serial_No:10041820:19 Page 65 of 298 Vinyl chloride Chloroethane 1,1-Dichloroethene trans-1,2-Dichloroethene Trichloroethene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Methyl tert butyl ether p/m-Xylene o-Xylene cis-1,2-Dichloroethene Dibromomethane Styrene Dichlorodifluoromethane Acetone Carbon disulfide 2-Butanone Vinyl acetate 4-Methyl-2-pentanone 1,2,3-Trichloropropane 2-Hexanone Bromochloromethane 80 86 85 81 83 97 98 97 81 93 96 82 84 89 71 103 78 82 113 99 95 95 87 80 85 84 82 84 100 99 98 80 94 97 83 85 88 72 72 77 82 104 91 97 77 86 67-130 50-151 65-135 70-130 70-130 70-130 70-130 70-130 66-130 70-130 70-130 70-130 70-130 70-130 30-146 54-140 59-130 70-130 70-130 70-130 68-130 70-130 70-130 0 1 1 1 1 3 1 1 1 1 1 1 1 1 1 35 1 0 8 8 2 21 1 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Volatile Organics by 8260/5035 - Westborough Lab Associated sample(s): 01-04 Batch: WG1163719-3 WG1163719-4 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Qual Qual Qual Q Serial_No:10041820:19 Page 66 of 298 2,2-Dichloropropane 1,2-Dibromoethane 1,3-Dichloropropane 1,1,1,2-Tetrachloroethane Bromobenzene n-Butylbenzene sec-Butylbenzene tert-Butylbenzene o-Chlorotoluene p-Chlorotoluene 1,2-Dibromo-3-chloropropane Hexachlorobutadiene Isopropylbenzene p-Isopropyltoluene Naphthalene Acrylonitrile n-Propylbenzene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,3,5-Trimethylbenzene 1,2,4-Trimethylbenzene 1,4-Dioxane p-Diethylbenzene 81 93 94 94 96 98 96 93 93 95 97 93 94 96 97 88 94 96 98 95 95 86 96 80 94 92 93 99 99 97 96 96 96 97 96 96 98 96 86 95 99 102 98 97 89 98 70-130 70-130 69-130 70-130 70-130 70-130 70-130 70-130 70-130 70-130 68-130 67-130 70-130 70-130 70-130 70-130 70-130 70-130 70-130 70-130 70-130 65-136 70-130 1 1 2 1 3 1 1 3 3 1 0 3 2 2 1 2 1 3 4 3 2 3 2 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Volatile Organics by 8260/5035 - Westborough Lab Associated sample(s): 01-04 Batch: WG1163719-3 WG1163719-4 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Qual Qual Qual Serial_No:10041820:19 Page 67 of 298 p-Ethyltoluene 1,2,4,5-Tetramethylbenzene Ethyl ether trans-1,4-Dichloro-2-butene 95 94 78 93 97 95 90 94 70-130 70-130 67-130 70-130 2 1 14 1 30 30 30 30 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Volatile Organics by 8260/5035 - Westborough Lab Associated sample(s): 01-04 Batch: WG1163719-3 WG1163719-4 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene Dibromofluoromethane 100 105 95 96 70-130 70-130 70-130 70-130 100 105 95 95 Surrogate Qual%Recovery Qual%Recovery LCS LCSD 10/04/18 Acceptance Criteria Qual Qual Qual Serial_No:10041820:19 Page 68 of 298 SEMIVOLATILES Serial_No:10041820:19 Page 69 of 298 FF Acenaphthene 1,2,4-Trichlorobenzene Hexachlorobenzene Bis(2-chloroethyl)ether 2-Chloronaphthalene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene 3,3'-Dichlorobenzidine 2,4-Dinitrotoluene 2,6-Dinitrotoluene Fluoranthene 4-Chlorophenyl phenyl ether 4-Bromophenyl phenyl ether Bis(2-chloroisopropyl)ether Bis(2-chloroethoxy)methane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachloroethane Isophorone Naphthalene Nitrobenzene NDPA/DPA n-Nitrosodi-n-propylamine Bis(2-ethylhexyl)phthalate Butyl benzyl phthalate Di-n-butylphthalate Di-n-octylphthalate Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND 140 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 150 190 110 170 190 190 190 190 190 190 190 110 190 190 220 200 190 530 150 170 190 170 150 190 190 190 190 190 10/04/18 SB001 (0-2")Client ID: 09/24/18 12:40Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-01Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Analytical Method: Analytical Date: Analyst: 1,8270D 10/03/18 13:09 RC EPA 3546 Extraction Date:09/27/18 19:56 87%Percent Solids: MDL 19. 21. 21. 25. 18. 34. 32. 33. 50. 37. 32. 21. 20. 28. 32. 19. 27. 170 30. 24. 23. 28. 21. 29. 65. 47. 35. 64. Sample Depth: Serial_No:10041820:19 Page 70 of 298 Diethyl phthalate Dimethyl phthalate Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Acenaphthylene Anthracene Benzo(ghi)perylene Fluorene Phenanthrene Dibenzo(a,h)anthracene Indeno(1,2,3-cd)pyrene Pyrene Biphenyl 4-Chloroaniline 2-Nitroaniline 3-Nitroaniline 4-Nitroaniline Dibenzofuran 2-Methylnaphthalene 1,2,4,5-Tetrachlorobenzene Acetophenone 2,4,6-Trichlorophenol p-Chloro-m-cresol 2-Chlorophenol 2,4-Dichlorophenol 2,4-Dimethylphenol 2-Nitrophenol 4-Nitrophenol 2,4-Dinitrophenol 4,6-Dinitro-o-cresol Pentachlorophenol Phenol 2-Methylphenol 3-Methylphenol/4-Methylphenol Parameter Result J J J J J J J Dilution Factor ND ND 57 55 94 ND 77 ND ND 42 ND 60 ND 44 110 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 190 190 110 150 110 110 110 150 110 150 190 110 110 150 110 430 190 190 190 190 190 220 190 190 110 190 190 170 190 400 260 900 490 150 190 190 270 10/04/18 SB001 (0-2")Client ID: 09/24/18 12:40Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-01Lab ID: Field Prep:Not Specified MDL 17. 39. 21. 46. 31. 30. 19. 29. 36. 22. 18. 23. 22. 26. 18. 43. 34. 36. 35. 77. 18. 22. 20. 23. 35. 28. 22. 30. 62. 70. 76. 87. 90. 41. 28. 29. 29. Sample Depth: Serial_No:10041820:19 Page 71 of 298 2,4,5-Trichlorophenol Benzoic Acid Benzyl Alcohol Carbazole Parameter Result Dilution Factor ND ND ND ND ug/kg ug/kg ug/kg ug/kg 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 190 600 190 190 2-Fluorophenol Phenol-d6 Nitrobenzene-d5 2-Fluorobiphenyl 2,4,6-Tribromophenol 4-Terphenyl-d14 78 81 72 69 83 53 25-120 10-120 23-120 30-120 10-136 18-120 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 SB001 (0-2")Client ID: 09/24/18 12:40Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-01Lab ID: Field Prep:Not Specified MDL 36. 190 57. 18. Sample Depth: Serial_No:10041820:19 Page 72 of 298 Acenaphthene 1,2,4-Trichlorobenzene Hexachlorobenzene Bis(2-chloroethyl)ether 2-Chloronaphthalene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene 3,3'-Dichlorobenzidine 2,4-Dinitrotoluene 2,6-Dinitrotoluene Fluoranthene 4-Chlorophenyl phenyl ether 4-Bromophenyl phenyl ether Bis(2-chloroisopropyl)ether Bis(2-chloroethoxy)methane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachloroethane Isophorone Naphthalene Nitrobenzene NDPA/DPA n-Nitrosodi-n-propylamine Bis(2-ethylhexyl)phthalate Butyl benzyl phthalate Di-n-butylphthalate Di-n-octylphthalate Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 140 180 110 160 180 180 180 180 180 180 180 110 180 180 220 200 180 520 140 160 180 160 140 180 180 180 180 180 10/04/18 SB001 (3'-4')Client ID: 09/24/18 12:50Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-02Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Analytical Method: Analytical Date: Analyst: 1,8270D 10/03/18 13:35 RC EPA 3546 Extraction Date:09/27/18 19:56 91%Percent Solids: MDL 19. 21. 20. 24. 18. 32. 31. 32. 48. 36. 31. 21. 19. 28. 31. 18. 26. 160 29. 23. 22. 27. 20. 28. 63. 46. 34. 62. Sample Depth: Serial_No:10041820:19 Page 73 of 298 Diethyl phthalate Dimethyl phthalate Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Acenaphthylene Anthracene Benzo(ghi)perylene Fluorene Phenanthrene Dibenzo(a,h)anthracene Indeno(1,2,3-cd)pyrene Pyrene Biphenyl 4-Chloroaniline 2-Nitroaniline 3-Nitroaniline 4-Nitroaniline Dibenzofuran 2-Methylnaphthalene 1,2,4,5-Tetrachlorobenzene Acetophenone 2,4,6-Trichlorophenol p-Chloro-m-cresol 2-Chlorophenol 2,4-Dichlorophenol 2,4-Dimethylphenol 2-Nitrophenol 4-Nitrophenol 2,4-Dinitrophenol 4,6-Dinitro-o-cresol Pentachlorophenol Phenol 2-Methylphenol 3-Methylphenol/4-Methylphenol Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 180 180 110 140 110 110 110 140 110 140 180 110 110 140 110 410 180 180 180 180 180 220 180 180 110 180 180 160 180 390 250 870 470 140 180 180 260 10/04/18 SB001 (3'-4')Client ID: 09/24/18 12:50Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-02Lab ID: Field Prep:Not Specified MDL 17. 38. 20. 44. 30. 29. 19. 28. 35. 21. 18. 22. 21. 25. 18. 42. 33. 35. 34. 75. 17. 22. 19. 22. 34. 27. 21. 29. 60. 68. 74. 84. 87. 40. 27. 28. 28. Sample Depth: Serial_No:10041820:19 Page 74 of 298 2,4,5-Trichlorophenol Benzoic Acid Benzyl Alcohol Carbazole Parameter Result Dilution Factor ND ND ND ND ug/kg ug/kg ug/kg ug/kg 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 180 590 180 180 2-Fluorophenol Phenol-d6 Nitrobenzene-d5 2-Fluorobiphenyl 2,4,6-Tribromophenol 4-Terphenyl-d14 89 92 77 72 87 61 25-120 10-120 23-120 30-120 10-136 18-120 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 SB001 (3'-4')Client ID: 09/24/18 12:50Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-02Lab ID: Field Prep:Not Specified MDL 35. 180 55. 18. Sample Depth: Serial_No:10041820:19 Page 75 of 298 Acenaphthene 1,2,4-Trichlorobenzene Hexachlorobenzene Bis(2-chloroethyl)ether 2-Chloronaphthalene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene 3,3'-Dichlorobenzidine 2,4-Dinitrotoluene 2,6-Dinitrotoluene Fluoranthene 4-Chlorophenyl phenyl ether 4-Bromophenyl phenyl ether Bis(2-chloroisopropyl)ether Bis(2-chloroethoxy)methane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachloroethane Isophorone Naphthalene Nitrobenzene NDPA/DPA n-Nitrosodi-n-propylamine Bis(2-ethylhexyl)phthalate Butyl benzyl phthalate Di-n-butylphthalate Di-n-octylphthalate Parameter Result J Dilution Factor ND ND ND ND ND ND ND ND ND ND ND 39 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 150 190 110 170 190 190 190 190 190 190 190 110 190 190 220 200 190 530 150 170 190 170 150 190 190 190 190 190 10/04/18 SB002 (0-2")Client ID: 09/24/18 13:10Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-03Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Analytical Method: Analytical Date: Analyst: 1,8270D 10/03/18 14:01 RC EPA 3546 Extraction Date:09/27/18 19:56 89%Percent Solids: MDL 19. 21. 21. 25. 18. 33. 32. 32. 50. 37. 32. 21. 20. 28. 32. 19. 27. 170 30. 24. 23. 28. 21. 29. 64. 47. 35. 63. Sample Depth: Serial_No:10041820:19 Page 76 of 298 Diethyl phthalate Dimethyl phthalate Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Acenaphthylene Anthracene Benzo(ghi)perylene Fluorene Phenanthrene Dibenzo(a,h)anthracene Indeno(1,2,3-cd)pyrene Pyrene Biphenyl 4-Chloroaniline 2-Nitroaniline 3-Nitroaniline 4-Nitroaniline Dibenzofuran 2-Methylnaphthalene 1,2,4,5-Tetrachlorobenzene Acetophenone 2,4,6-Trichlorophenol p-Chloro-m-cresol 2-Chlorophenol 2,4-Dichlorophenol 2,4-Dimethylphenol 2-Nitrophenol 4-Nitrophenol 2,4-Dinitrophenol 4,6-Dinitro-o-cresol Pentachlorophenol Phenol 2-Methylphenol 3-Methylphenol/4-Methylphenol Parameter Result J J Dilution Factor ND ND ND ND ND ND 24 ND ND ND ND ND ND ND 34 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 190 190 110 150 110 110 110 150 110 150 190 110 110 150 110 420 190 190 190 190 190 220 190 190 110 190 190 170 190 400 260 900 480 150 190 190 270 10/04/18 SB002 (0-2")Client ID: 09/24/18 13:10Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-03Lab ID: Field Prep:Not Specified MDL 17. 39. 21. 45. 31. 30. 19. 29. 36. 22. 18. 23. 22. 26. 18. 43. 34. 36. 35. 77. 18. 22. 19. 23. 35. 28. 22. 30. 62. 70. 76. 87. 90. 41. 28. 29. 29. Sample Depth: Serial_No:10041820:19 Page 77 of 298 2,4,5-Trichlorophenol Benzoic Acid Benzyl Alcohol Carbazole Parameter Result J Dilution Factor ND 320 ND ND ug/kg ug/kg ug/kg ug/kg 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 190 600 190 190 2-Fluorophenol Phenol-d6 Nitrobenzene-d5 2-Fluorobiphenyl 2,4,6-Tribromophenol 4-Terphenyl-d14 88 91 77 76 91 69 25-120 10-120 23-120 30-120 10-136 18-120 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 SB002 (0-2")Client ID: 09/24/18 13:10Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-03Lab ID: Field Prep:Not Specified MDL 36. 190 57. 18. Sample Depth: Serial_No:10041820:19 Page 78 of 298 Acenaphthene 1,2,4-Trichlorobenzene Hexachlorobenzene Bis(2-chloroethyl)ether 2-Chloronaphthalene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene 3,3'-Dichlorobenzidine 2,4-Dinitrotoluene 2,6-Dinitrotoluene Fluoranthene 4-Chlorophenyl phenyl ether 4-Bromophenyl phenyl ether Bis(2-chloroisopropyl)ether Bis(2-chloroethoxy)methane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachloroethane Isophorone Naphthalene Nitrobenzene NDPA/DPA n-Nitrosodi-n-propylamine Bis(2-ethylhexyl)phthalate Butyl benzyl phthalate Di-n-butylphthalate Di-n-octylphthalate Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 140 180 110 160 180 180 180 180 180 180 180 110 180 180 210 190 180 510 140 160 180 160 140 180 180 180 180 180 10/04/18 SB002 (3'-4')Client ID: 09/24/18 13:20Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-04Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Analytical Method: Analytical Date: Analyst: 1,8270D 10/03/18 14:27 RC EPA 3546 Extraction Date:09/27/18 19:56 93%Percent Solids: MDL 18. 20. 20. 24. 18. 32. 30. 31. 47. 35. 30. 20. 19. 27. 30. 18. 26. 160 29. 23. 22. 26. 20. 27. 61. 45. 34. 60. Sample Depth: Serial_No:10041820:19 Page 79 of 298 Diethyl phthalate Dimethyl phthalate Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Acenaphthylene Anthracene Benzo(ghi)perylene Fluorene Phenanthrene Dibenzo(a,h)anthracene Indeno(1,2,3-cd)pyrene Pyrene Biphenyl 4-Chloroaniline 2-Nitroaniline 3-Nitroaniline 4-Nitroaniline Dibenzofuran 2-Methylnaphthalene 1,2,4,5-Tetrachlorobenzene Acetophenone 2,4,6-Trichlorophenol p-Chloro-m-cresol 2-Chlorophenol 2,4-Dichlorophenol 2,4-Dimethylphenol 2-Nitrophenol 4-Nitrophenol 2,4-Dinitrophenol 4,6-Dinitro-o-cresol Pentachlorophenol Phenol 2-Methylphenol 3-Methylphenol/4-Methylphenol Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 180 180 110 140 110 110 110 140 110 140 180 110 110 140 110 400 180 180 180 180 180 210 180 180 110 180 180 160 180 380 250 850 460 140 180 180 260 10/04/18 SB002 (3'-4')Client ID: 09/24/18 13:20Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-04Lab ID: Field Prep:Not Specified MDL 16. 37. 20. 43. 30. 28. 18. 27. 34. 21. 17. 22. 20. 25. 18. 41. 32. 34. 33. 73. 17. 21. 18. 22. 34. 26. 21. 28. 58. 67. 72. 82. 85. 39. 27. 27. 28. Sample Depth: Serial_No:10041820:19 Page 80 of 298 2,4,5-Trichlorophenol Benzoic Acid Benzyl Alcohol Carbazole Parameter Result Dilution Factor ND ND ND ND ug/kg ug/kg ug/kg ug/kg 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 180 570 180 180 2-Fluorophenol Phenol-d6 Nitrobenzene-d5 2-Fluorobiphenyl 2,4,6-Tribromophenol 4-Terphenyl-d14 52 61 46 57 92 75 25-120 10-120 23-120 30-120 10-136 18-120 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 SB002 (3'-4')Client ID: 09/24/18 13:20Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-04Lab ID: Field Prep:Not Specified MDL 34. 180 54. 17. Sample Depth: Serial_No:10041820:19 Page 81 of 298 Acenaphthene 1,2,4-Trichlorobenzene Hexachlorobenzene Bis(2-chloroethyl)ether 2-Chloronaphthalene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene 3,3'-Dichlorobenzidine 2,4-Dinitrotoluene 2,6-Dinitrotoluene Fluoranthene 4-Chlorophenyl phenyl ether 4-Bromophenyl phenyl ether Bis(2-chloroisopropyl)ether Bis(2-chloroethoxy)methane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachloroethane Isophorone Naphthalene Nitrobenzene NDPA/DPA n-Nitrosodi-n-propylamine Bis(2-ethylhexyl)phthalate Butyl benzyl phthalate Di-n-butylphthalate Di-n-octylphthalate Parameter Result J Dilution Factor ND ND ND ND ND ND ND ND ND ND ND 43 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 160 190 120 170 190 190 190 190 190 190 190 120 190 190 230 210 190 550 160 170 190 170 160 190 190 190 190 190 10/04/18 SB003 (0-2")Client ID: 09/24/18 12:20Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-05Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Analytical Method: Analytical Date: Analyst: 1,8270D 10/03/18 14:53 EK EPA 3546 Extraction Date:09/27/18 19:56 84%Percent Solids: MDL 20. 22. 22. 26. 19. 35. 33. 34. 52. 39. 33. 22. 21. 30. 33. 19. 28. 180 31. 25. 24. 29. 22. 30. 67. 49. 37. 66. Sample Depth: Serial_No:10041820:19 Page 82 of 298 Diethyl phthalate Dimethyl phthalate Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Acenaphthylene Anthracene Benzo(ghi)perylene Fluorene Phenanthrene Dibenzo(a,h)anthracene Indeno(1,2,3-cd)pyrene Pyrene Biphenyl 4-Chloroaniline 2-Nitroaniline 3-Nitroaniline 4-Nitroaniline Dibenzofuran 2-Methylnaphthalene 1,2,4,5-Tetrachlorobenzene Acetophenone 2,4,6-Trichlorophenol p-Chloro-m-cresol 2-Chlorophenol 2,4-Dichlorophenol 2,4-Dimethylphenol 2-Nitrophenol 4-Nitrophenol 2,4-Dinitrophenol 4,6-Dinitro-o-cresol Pentachlorophenol Phenol 2-Methylphenol 3-Methylphenol/4-Methylphenol Parameter Result J J J Dilution Factor ND ND 22 ND ND ND 25 ND ND ND ND ND ND ND 36 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 190 190 120 160 120 120 120 160 120 160 190 120 120 160 120 440 190 190 190 190 190 230 190 190 120 190 190 170 190 420 270 930 500 160 190 190 280 10/04/18 SB003 (0-2")Client ID: 09/24/18 12:20Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-05Lab ID: Field Prep:Not Specified MDL 18. 41. 22. 47. 33. 31. 20. 30. 38. 23. 19. 24. 22. 27. 19. 45. 35. 37. 36. 80. 18. 23. 20. 24. 37. 29. 23. 31. 64. 73. 79. 90. 93. 43. 29. 30. 30. Sample Depth: Serial_No:10041820:19 Page 83 of 298 2,4,5-Trichlorophenol Benzoic Acid Benzyl Alcohol Carbazole Parameter Result J Dilution Factor ND 520 ND ND ug/kg ug/kg ug/kg ug/kg 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 190 630 190 190 2-Fluorophenol Phenol-d6 Nitrobenzene-d5 2-Fluorobiphenyl 2,4,6-Tribromophenol 4-Terphenyl-d14 85 86 73 69 84 54 25-120 10-120 23-120 30-120 10-136 18-120 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 SB003 (0-2")Client ID: 09/24/18 12:20Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-05Lab ID: Field Prep:Not Specified MDL 37. 200 59. 19. Sample Depth: Serial_No:10041820:19 Page 84 of 298 Acenaphthene 1,2,4-Trichlorobenzene Hexachlorobenzene Bis(2-chloroethyl)ether 2-Chloronaphthalene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene 3,3'-Dichlorobenzidine 2,4-Dinitrotoluene 2,6-Dinitrotoluene Fluoranthene 4-Chlorophenyl phenyl ether 4-Bromophenyl phenyl ether Bis(2-chloroisopropyl)ether Bis(2-chloroethoxy)methane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachloroethane Isophorone Naphthalene Nitrobenzene NDPA/DPA n-Nitrosodi-n-propylamine Bis(2-ethylhexyl)phthalate Butyl benzyl phthalate Di-n-butylphthalate Di-n-octylphthalate Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 160 190 120 180 190 190 190 190 190 190 190 120 190 190 230 210 190 560 160 180 190 180 160 190 190 190 190 190 10/04/18 SB003 (3'-4')Client ID: 09/24/18 12:30Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-06Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Analytical Method: Analytical Date: Analyst: 1,8270D 10/03/18 03:57 RC EPA 3546 Extraction Date:09/27/18 19:56 84%Percent Solids: MDL 20. 22. 22. 26. 19. 35. 33. 34. 52. 39. 33. 22. 21. 30. 33. 19. 28. 180 31. 25. 24. 29. 22. 30. 67. 49. 37. 66. Sample Depth: Serial_No:10041820:19 Page 85 of 298 Diethyl phthalate Dimethyl phthalate Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Acenaphthylene Anthracene Benzo(ghi)perylene Fluorene Phenanthrene Dibenzo(a,h)anthracene Indeno(1,2,3-cd)pyrene Pyrene Biphenyl 4-Chloroaniline 2-Nitroaniline 3-Nitroaniline 4-Nitroaniline Dibenzofuran 2-Methylnaphthalene 1,2,4,5-Tetrachlorobenzene Acetophenone 2,4,6-Trichlorophenol p-Chloro-m-cresol 2-Chlorophenol 2,4-Dichlorophenol 2,4-Dimethylphenol 2-Nitrophenol 4-Nitrophenol 2,4-Dinitrophenol 4,6-Dinitro-o-cresol Pentachlorophenol Phenol 2-Methylphenol 3-Methylphenol/4-Methylphenol Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 190 190 120 160 120 120 120 160 120 160 190 120 120 160 120 440 190 190 190 190 190 230 190 190 120 190 190 180 190 420 270 930 500 160 190 190 280 10/04/18 SB003 (3'-4')Client ID: 09/24/18 12:30Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-06Lab ID: Field Prep:Not Specified MDL 18. 41. 22. 47. 33. 31. 20. 30. 38. 23. 19. 24. 22. 27. 19. 45. 35. 38. 37. 80. 18. 23. 20. 24. 37. 29. 23. 31. 64. 73. 79. 91. 93. 43. 29. 30. 30. Sample Depth: Serial_No:10041820:19 Page 86 of 298 2,4,5-Trichlorophenol Benzoic Acid Benzyl Alcohol Carbazole Parameter Result Dilution Factor ND ND ND ND ug/kg ug/kg ug/kg ug/kg 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 190 630 190 190 2-Fluorophenol Phenol-d6 Nitrobenzene-d5 2-Fluorobiphenyl 2,4,6-Tribromophenol 4-Terphenyl-d14 67 66 71 70 84 60 25-120 10-120 23-120 30-120 10-136 18-120 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 SB003 (3'-4')Client ID: 09/24/18 12:30Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-06Lab ID: Field Prep:Not Specified MDL 37. 200 60. 19. Sample Depth: Serial_No:10041820:19 Page 87 of 298 Acenaphthene 1,2,4-Trichlorobenzene Hexachlorobenzene Bis(2-chloroethyl)ether 2-Chloronaphthalene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene 3,3'-Dichlorobenzidine 2,4-Dinitrotoluene 2,6-Dinitrotoluene Fluoranthene 4-Chlorophenyl phenyl ether 4-Bromophenyl phenyl ether Bis(2-chloroisopropyl)ether Bis(2-chloroethoxy)methane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachloroethane Isophorone Naphthalene Nitrobenzene NDPA/DPA n-Nitrosodi-n-propylamine Bis(2-ethylhexyl)phthalate Butyl benzyl phthalate Di-n-butylphthalate Di-n-octylphthalate Parameter Result J Dilution Factor ND ND ND ND ND ND ND ND ND ND ND 39 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 150 190 120 170 190 190 190 190 190 190 190 120 190 190 230 210 190 550 150 170 190 170 150 190 190 190 190 190 10/04/18 SB004 (0-2")Client ID: 09/24/18 11:25Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-07Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Analytical Method: Analytical Date: Analyst: 1,8270D 10/03/18 15:19 EK EPA 3546 Extraction Date:09/27/18 19:56 84%Percent Solids: MDL 20. 22. 22. 26. 19. 35. 33. 34. 51. 39. 33. 22. 21. 29. 33. 19. 28. 170 31. 25. 24. 28. 22. 30. 67. 49. 37. 66. Sample Depth: Serial_No:10041820:19 Page 88 of 298 Diethyl phthalate Dimethyl phthalate Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Acenaphthylene Anthracene Benzo(ghi)perylene Fluorene Phenanthrene Dibenzo(a,h)anthracene Indeno(1,2,3-cd)pyrene Pyrene Biphenyl 4-Chloroaniline 2-Nitroaniline 3-Nitroaniline 4-Nitroaniline Dibenzofuran 2-Methylnaphthalene 1,2,4,5-Tetrachlorobenzene Acetophenone 2,4,6-Trichlorophenol p-Chloro-m-cresol 2-Chlorophenol 2,4-Dichlorophenol 2,4-Dimethylphenol 2-Nitrophenol 4-Nitrophenol 2,4-Dinitrophenol 4,6-Dinitro-o-cresol Pentachlorophenol Phenol 2-Methylphenol 3-Methylphenol/4-Methylphenol Parameter Result J J J Dilution Factor ND ND ND ND ND ND 28 ND ND ND ND 28 ND ND 32 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 190 190 120 150 120 120 120 150 120 150 190 120 120 150 120 440 190 190 190 190 190 230 190 190 120 190 190 170 190 420 270 930 500 150 190 190 280 10/04/18 SB004 (0-2")Client ID: 09/24/18 11:25Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-07Lab ID: Field Prep:Not Specified MDL 18. 40. 22. 47. 32. 31. 20. 30. 38. 23. 19. 23. 22. 27. 19. 45. 35. 37. 36. 80. 18. 23. 20. 24. 37. 29. 23. 31. 64. 73. 79. 90. 93. 42. 29. 30. 30. Sample Depth: Serial_No:10041820:19 Page 89 of 298 2,4,5-Trichlorophenol Benzoic Acid Benzyl Alcohol Carbazole Parameter Result J Dilution Factor ND 340 ND ND ug/kg ug/kg ug/kg ug/kg 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 190 620 190 190 2-Fluorophenol Phenol-d6 Nitrobenzene-d5 2-Fluorobiphenyl 2,4,6-Tribromophenol 4-Terphenyl-d14 72 74 64 59 72 48 25-120 10-120 23-120 30-120 10-136 18-120 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 SB004 (0-2")Client ID: 09/24/18 11:25Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-07Lab ID: Field Prep:Not Specified MDL 37. 200 59. 19. Sample Depth: Serial_No:10041820:19 Page 90 of 298 Acenaphthene 1,2,4-Trichlorobenzene Hexachlorobenzene Bis(2-chloroethyl)ether 2-Chloronaphthalene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene 3,3'-Dichlorobenzidine 2,4-Dinitrotoluene 2,6-Dinitrotoluene Fluoranthene 4-Chlorophenyl phenyl ether 4-Bromophenyl phenyl ether Bis(2-chloroisopropyl)ether Bis(2-chloroethoxy)methane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachloroethane Isophorone Naphthalene Nitrobenzene NDPA/DPA n-Nitrosodi-n-propylamine Bis(2-ethylhexyl)phthalate Butyl benzyl phthalate Di-n-butylphthalate Di-n-octylphthalate Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 130 170 100 150 170 170 170 170 170 170 170 100 170 170 200 180 170 480 130 150 170 150 130 170 170 170 170 170 10/04/18 SB004 (3'-4')Client ID: 09/24/18 11:35Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-08Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Analytical Method: Analytical Date: Analyst: 1,8270D 10/03/18 04:22 RC EPA 3546 Extraction Date:09/27/18 19:56 98%Percent Solids: MDL 17. 19. 19. 22. 16. 30. 28. 29. 44. 33. 28. 19. 18. 25. 28. 17. 24. 150 27. 22. 20. 25. 19. 26. 58. 42. 32. 56. Sample Depth: Serial_No:10041820:19 Page 91 of 298 Diethyl phthalate Dimethyl phthalate Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Acenaphthylene Anthracene Benzo(ghi)perylene Fluorene Phenanthrene Dibenzo(a,h)anthracene Indeno(1,2,3-cd)pyrene Pyrene Biphenyl 4-Chloroaniline 2-Nitroaniline 3-Nitroaniline 4-Nitroaniline Dibenzofuran 2-Methylnaphthalene 1,2,4,5-Tetrachlorobenzene Acetophenone 2,4,6-Trichlorophenol p-Chloro-m-cresol 2-Chlorophenol 2,4-Dichlorophenol 2,4-Dimethylphenol 2-Nitrophenol 4-Nitrophenol 2,4-Dinitrophenol 4,6-Dinitro-o-cresol Pentachlorophenol Phenol 2-Methylphenol 3-Methylphenol/4-Methylphenol Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 170 170 100 130 100 100 100 130 100 130 170 100 100 130 100 380 170 170 170 170 170 200 170 170 100 170 170 150 170 360 230 800 430 130 170 170 240 10/04/18 SB004 (3'-4')Client ID: 09/24/18 11:35Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-08Lab ID: Field Prep:Not Specified MDL 15. 35. 19. 40. 28. 26. 17. 26. 32. 20. 16. 20. 19. 23. 16. 38. 30. 32. 31. 69. 16. 20. 17. 20. 32. 25. 20. 27. 55. 62. 68. 77. 80. 36. 25. 26. 26. Sample Depth: Serial_No:10041820:19 Page 92 of 298 2,4,5-Trichlorophenol Benzoic Acid Benzyl Alcohol Carbazole Parameter Result Dilution Factor ND ND ND ND ug/kg ug/kg ug/kg ug/kg 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 170 540 170 170 2-Fluorophenol Phenol-d6 Nitrobenzene-d5 2-Fluorobiphenyl 2,4,6-Tribromophenol 4-Terphenyl-d14 73 72 78 79 96 58 25-120 10-120 23-120 30-120 10-136 18-120 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 SB004 (3'-4')Client ID: 09/24/18 11:35Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-08Lab ID: Field Prep:Not Specified MDL 32. 170 51. 16. Sample Depth: Serial_No:10041820:19 Page 93 of 298 Acenaphthene 1,2,4-Trichlorobenzene Hexachlorobenzene Bis(2-chloroethyl)ether 2-Chloronaphthalene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene 3,3'-Dichlorobenzidine 2,4-Dinitrotoluene 2,6-Dinitrotoluene Fluoranthene 4-Chlorophenyl phenyl ether 4-Bromophenyl phenyl ether Bis(2-chloroisopropyl)ether Bis(2-chloroethoxy)methane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachloroethane Isophorone Naphthalene Nitrobenzene NDPA/DPA n-Nitrosodi-n-propylamine Bis(2-ethylhexyl)phthalate Butyl benzyl phthalate Di-n-butylphthalate Di-n-octylphthalate Parameter Result J Dilution Factor ND ND ND ND ND ND ND ND ND ND ND 36 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 150 190 120 170 190 190 190 190 190 190 190 120 190 190 230 210 190 550 150 170 190 170 150 190 190 190 190 190 10/04/18 SB005 (0-2")Client ID: 09/24/18 11:45Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-09Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Analytical Method: Analytical Date: Analyst: 1,8270D 10/03/18 15:45 EK EPA 3546 Extraction Date:09/27/18 19:56 86%Percent Solids: MDL 20. 22. 22. 26. 19. 34. 33. 34. 51. 38. 33. 22. 20. 29. 33. 19. 28. 170 31. 25. 23. 28. 22. 30. 66. 48. 36. 65. Sample Depth: Serial_No:10041820:19 Page 94 of 298 Diethyl phthalate Dimethyl phthalate Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Acenaphthylene Anthracene Benzo(ghi)perylene Fluorene Phenanthrene Dibenzo(a,h)anthracene Indeno(1,2,3-cd)pyrene Pyrene Biphenyl 4-Chloroaniline 2-Nitroaniline 3-Nitroaniline 4-Nitroaniline Dibenzofuran 2-Methylnaphthalene 1,2,4,5-Tetrachlorobenzene Acetophenone 2,4,6-Trichlorophenol p-Chloro-m-cresol 2-Chlorophenol 2,4-Dichlorophenol 2,4-Dimethylphenol 2-Nitrophenol 4-Nitrophenol 2,4-Dinitrophenol 4,6-Dinitro-o-cresol Pentachlorophenol Phenol 2-Methylphenol 3-Methylphenol/4-Methylphenol Parameter Result J J J Dilution Factor ND ND ND ND ND ND 26 ND ND ND ND 29 ND ND 31 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 190 190 120 150 120 120 120 150 120 150 190 120 120 150 120 440 190 190 190 190 190 230 190 190 120 190 190 170 190 420 270 920 500 150 190 190 280 10/04/18 SB005 (0-2")Client ID: 09/24/18 11:45Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-09Lab ID: Field Prep:Not Specified MDL 18. 40. 22. 47. 32. 31. 20. 30. 38. 23. 19. 23. 22. 27. 19. 45. 35. 37. 36. 80. 18. 23. 20. 24. 36. 29. 23. 31. 63. 72. 78. 90. 92. 42. 29. 30. 30. Sample Depth: Serial_No:10041820:19 Page 95 of 298 2,4,5-Trichlorophenol Benzoic Acid Benzyl Alcohol Carbazole Parameter Result Dilution Factor ND ND ND ND ug/kg ug/kg ug/kg ug/kg 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 190 620 190 190 2-Fluorophenol Phenol-d6 Nitrobenzene-d5 2-Fluorobiphenyl 2,4,6-Tribromophenol 4-Terphenyl-d14 87 90 76 78 87 67 25-120 10-120 23-120 30-120 10-136 18-120 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 SB005 (0-2")Client ID: 09/24/18 11:45Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-09Lab ID: Field Prep:Not Specified MDL 37. 190 59. 19. Sample Depth: Serial_No:10041820:19 Page 96 of 298 Acenaphthene 1,2,4-Trichlorobenzene Hexachlorobenzene Bis(2-chloroethyl)ether 2-Chloronaphthalene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene 3,3'-Dichlorobenzidine 2,4-Dinitrotoluene 2,6-Dinitrotoluene Fluoranthene 4-Chlorophenyl phenyl ether 4-Bromophenyl phenyl ether Bis(2-chloroisopropyl)ether Bis(2-chloroethoxy)methane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachloroethane Isophorone Naphthalene Nitrobenzene NDPA/DPA n-Nitrosodi-n-propylamine Bis(2-ethylhexyl)phthalate Butyl benzyl phthalate Di-n-butylphthalate Di-n-octylphthalate Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 130 170 100 150 170 170 170 170 170 170 170 100 170 170 200 180 170 480 130 150 170 150 130 170 170 170 170 170 10/04/18 SB005 (3'-4')Client ID: 09/24/18 11:55Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-10Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Analytical Method: Analytical Date: Analyst: 1,8270D 10/03/18 04:48 RC EPA 3546 Extraction Date:09/27/18 19:56 98%Percent Solids: MDL 17. 19. 19. 22. 16. 30. 29. 29. 44. 33. 28. 19. 18. 25. 28. 17. 24. 150 27. 22. 20. 25. 19. 26. 58. 42. 32. 56. Sample Depth: Serial_No:10041820:19 Page 97 of 298 Diethyl phthalate Dimethyl phthalate Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Acenaphthylene Anthracene Benzo(ghi)perylene Fluorene Phenanthrene Dibenzo(a,h)anthracene Indeno(1,2,3-cd)pyrene Pyrene Biphenyl 4-Chloroaniline 2-Nitroaniline 3-Nitroaniline 4-Nitroaniline Dibenzofuran 2-Methylnaphthalene 1,2,4,5-Tetrachlorobenzene Acetophenone 2,4,6-Trichlorophenol p-Chloro-m-cresol 2-Chlorophenol 2,4-Dichlorophenol 2,4-Dimethylphenol 2-Nitrophenol 4-Nitrophenol 2,4-Dinitrophenol 4,6-Dinitro-o-cresol Pentachlorophenol Phenol 2-Methylphenol 3-Methylphenol/4-Methylphenol Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 170 170 100 130 100 100 100 130 100 130 170 100 100 130 100 380 170 170 170 170 170 200 170 170 100 170 170 150 170 360 230 800 430 130 170 170 240 10/04/18 SB005 (3'-4')Client ID: 09/24/18 11:55Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-10Lab ID: Field Prep:Not Specified MDL 15. 35. 19. 41. 28. 27. 17. 26. 32. 20. 16. 20. 19. 23. 16. 39. 30. 32. 31. 69. 16. 20. 17. 21. 32. 25. 20. 27. 55. 62. 68. 78. 80. 37. 25. 26. 26. Sample Depth: Serial_No:10041820:19 Page 98 of 298 2,4,5-Trichlorophenol Benzoic Acid Benzyl Alcohol Carbazole Parameter Result Dilution Factor ND ND ND ND ug/kg ug/kg ug/kg ug/kg 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 170 540 170 170 2-Fluorophenol Phenol-d6 Nitrobenzene-d5 2-Fluorobiphenyl 2,4,6-Tribromophenol 4-Terphenyl-d14 69 72 74 75 94 68 25-120 10-120 23-120 30-120 10-136 18-120 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 SB005 (3'-4')Client ID: 09/24/18 11:55Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-10Lab ID: Field Prep:Not Specified MDL 32. 170 51. 16. Sample Depth: Serial_No:10041820:19 Page 99 of 298 Acenaphthene 1,2,4-Trichlorobenzene Hexachlorobenzene Bis(2-chloroethyl)ether 2-Chloronaphthalene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene 3,3'-Dichlorobenzidine 2,4-Dinitrotoluene 2,6-Dinitrotoluene Fluoranthene 4-Chlorophenyl phenyl ether 4-Bromophenyl phenyl ether Bis(2-chloroisopropyl)ether Bis(2-chloroethoxy)methane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachloroethane Isophorone Naphthalene Nitrobenzene NDPA/DPA n-Nitrosodi-n-propylamine Bis(2-ethylhexyl)phthalate Butyl benzyl phthalate Di-n-butylphthalate Di-n-octylphthalate Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2.0 5.0 2.0 2.0 2.0 2.0 2.0 2.0 5.0 5.0 5.0 2.0 2.0 2.0 2.0 5.0 2.0 20 2.0 5.0 2.0 2.0 2.0 5.0 3.0 5.0 5.0 5.0 10/04/18 FIELD BLANKClient ID: 09/24/18 13:45Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-25Lab ID: Field Prep:Not Specified Matrix:Water Extraction Method: Analytical Method: Analytical Date: Analyst: 1,8270D 09/28/18 16:38 SZ EPA 3510C Extraction Date:09/27/18 06:44 MDL 0.44 0.50 0.46 0.50 0.44 0.45 0.40 0.43 1.6 1.2 0.93 0.26 0.49 0.38 0.53 0.50 0.66 0.69 0.58 1.2 0.46 0.77 0.42 0.64 1.5 1.2 0.39 1.3 Sample Depth: Serial_No:10041820:19 Page 100 of 298 Diethyl phthalate Dimethyl phthalate Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Acenaphthylene Anthracene Benzo(ghi)perylene Fluorene Phenanthrene Dibenzo(a,h)anthracene Indeno(1,2,3-cd)pyrene Pyrene Biphenyl 4-Chloroaniline 2-Nitroaniline 3-Nitroaniline 4-Nitroaniline Dibenzofuran 2-Methylnaphthalene 1,2,4,5-Tetrachlorobenzene Acetophenone 2,4,6-Trichlorophenol p-Chloro-m-cresol 2-Chlorophenol 2,4-Dichlorophenol 2,4-Dimethylphenol 2-Nitrophenol 4-Nitrophenol 2,4-Dinitrophenol 4,6-Dinitro-o-cresol Pentachlorophenol Phenol 2-Methylphenol 3-Methylphenol/4-Methylphenol Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 5.0 5.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 5.0 5.0 5.0 5.0 2.0 2.0 10 5.0 5.0 2.0 2.0 5.0 5.0 10 10 20 10 10 5.0 5.0 5.0 10/04/18 FIELD BLANKClient ID: 09/24/18 13:45Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-25Lab ID: Field Prep:Not Specified MDL 0.38 1.8 0.32 0.41 0.35 0.37 0.34 0.46 0.33 0.30 0.41 0.33 0.32 0.40 0.28 0.46 1.1 0.50 0.81 0.80 0.50 0.45 0.44 0.53 0.61 0.35 0.48 0.41 1.8 0.85 0.67 6.6 1.8 1.8 0.57 0.49 0.48 Sample Depth: Serial_No:10041820:19 Page 101 of 298 2,4,5-Trichlorophenol Benzoic Acid Benzyl Alcohol Carbazole Parameter Result Dilution Factor ND ND ND ND ug/l ug/l ug/l ug/l 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 5.0 50 2.0 2.0 2-Fluorophenol Phenol-d6 Nitrobenzene-d5 2-Fluorobiphenyl 2,4,6-Tribromophenol 4-Terphenyl-d14 64 52 74 75 73 75 21-120 10-120 23-120 15-120 10-120 41-149 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 FIELD BLANKClient ID: 09/24/18 13:45Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-25Lab ID: Field Prep:Not Specified MDL 0.77 2.6 0.59 0.49 Sample Depth: Serial_No:10041820:19 Page 102 of 298 Acenaphthene 1,2,4-Trichlorobenzene Hexachlorobenzene Bis(2-chloroethyl)ether 2-Chloronaphthalene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene 3,3'-Dichlorobenzidine 2,4-Dinitrotoluene 2,6-Dinitrotoluene Fluoranthene 4-Chlorophenyl phenyl ether 4-Bromophenyl phenyl ether Bis(2-chloroisopropyl)ether Bis(2-chloroethoxy)methane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachloroethane Isophorone Naphthalene Nitrobenzene NDPA/DPA n-Nitrosodi-n-propylamine Bis(2-ethylhexyl)phthalate Butyl benzyl phthalate Di-n-butylphthalate Di-n-octylphthalate Parameter Result J Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 2.7 ND ND ND ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2.0 5.0 2.0 2.0 2.0 2.0 2.0 2.0 5.0 5.0 5.0 2.0 2.0 2.0 2.0 5.0 2.0 20 2.0 5.0 2.0 2.0 2.0 5.0 3.0 5.0 5.0 5.0 10/04/18 EQUIPMENT BLANKClient ID: 09/24/18 13:55Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-26Lab ID: Field Prep:Not Specified Matrix:Water Extraction Method: Analytical Method: Analytical Date: Analyst: 1,8270D 09/28/18 17:05 SZ EPA 3510C Extraction Date:09/27/18 06:44 MDL 0.44 0.50 0.46 0.50 0.44 0.45 0.40 0.43 1.6 1.2 0.93 0.26 0.49 0.38 0.53 0.50 0.66 0.69 0.58 1.2 0.46 0.77 0.42 0.64 1.5 1.2 0.39 1.3 Sample Depth: Serial_No:10041820:19 Page 103 of 298 Diethyl phthalate Dimethyl phthalate Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Acenaphthylene Anthracene Benzo(ghi)perylene Fluorene Phenanthrene Dibenzo(a,h)anthracene Indeno(1,2,3-cd)pyrene Pyrene Biphenyl 4-Chloroaniline 2-Nitroaniline 3-Nitroaniline 4-Nitroaniline Dibenzofuran 2-Methylnaphthalene 1,2,4,5-Tetrachlorobenzene Acetophenone 2,4,6-Trichlorophenol p-Chloro-m-cresol 2-Chlorophenol 2,4-Dichlorophenol 2,4-Dimethylphenol 2-Nitrophenol 4-Nitrophenol 2,4-Dinitrophenol 4,6-Dinitro-o-cresol Pentachlorophenol Phenol 2-Methylphenol 3-Methylphenol/4-Methylphenol Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 5.0 5.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 5.0 5.0 5.0 5.0 2.0 2.0 10 5.0 5.0 2.0 2.0 5.0 5.0 10 10 20 10 10 5.0 5.0 5.0 10/04/18 EQUIPMENT BLANKClient ID: 09/24/18 13:55Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-26Lab ID: Field Prep:Not Specified MDL 0.38 1.8 0.32 0.41 0.35 0.37 0.34 0.46 0.33 0.30 0.41 0.33 0.32 0.40 0.28 0.46 1.1 0.50 0.81 0.80 0.50 0.45 0.44 0.53 0.61 0.35 0.48 0.41 1.8 0.85 0.67 6.6 1.8 1.8 0.57 0.49 0.48 Sample Depth: Serial_No:10041820:19 Page 104 of 298 2,4,5-Trichlorophenol Benzoic Acid Benzyl Alcohol Carbazole Parameter Result Dilution Factor ND ND ND ND ug/l ug/l ug/l ug/l 1 1 1 1 Qualifier Units RL Semivolatile Organics by GC/MS - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 5.0 50 2.0 2.0 2-Fluorophenol Phenol-d6 Nitrobenzene-d5 2-Fluorobiphenyl 2,4,6-Tribromophenol 4-Terphenyl-d14 68 56 77 77 67 75 21-120 10-120 23-120 15-120 10-120 41-149 Acceptance CriteriaSurrogate % Recovery Qualifier 10/04/18 EQUIPMENT BLANKClient ID: 09/24/18 13:55Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-26Lab ID: Field Prep:Not Specified MDL 0.77 2.6 0.59 0.49 Sample Depth: Serial_No:10041820:19 Page 105 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 09/27/18 19:38 1,8270DAnalytical Method: Analytical Date: Extraction Method:EPA 3510C Extraction Date:09/27/18 04:35 10/04/18 Analyst:SZ Acenaphthene 1,2,4-Trichlorobenzene Hexachlorobenzene Bis(2-chloroethyl)ether 2-Chloronaphthalene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene 3,3'-Dichlorobenzidine 2,4-Dinitrotoluene 2,6-Dinitrotoluene Fluoranthene 4-Chlorophenyl phenyl ether 4-Bromophenyl phenyl ether Bis(2-chloroisopropyl)ether Bis(2-chloroethoxy)methane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachloroethane Isophorone Naphthalene Nitrobenzene NDPA/DPA n-Nitrosodi-n-propylamine Bis(2-ethylhexyl)phthalate Butyl benzyl phthalate Di-n-butylphthalate Di-n-octylphthalate Diethyl phthalate Parameter Result ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND RL 2.0 5.0 2.0 2.0 2.0 2.0 2.0 2.0 5.0 5.0 5.0 2.0 2.0 2.0 2.0 5.0 2.0 20 2.0 5.0 2.0 2.0 2.0 5.0 3.0 5.0 5.0 5.0 5.0 ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l UnitsQualifier Semivolatile Organics by GC/MS - Westborough Lab for sample(s): 25-26 Batch: WG1161348-1 MDL 0.44 0.50 0.46 0.50 0.44 0.45 0.40 0.43 1.6 1.2 0.93 0.26 0.49 0.38 0.53 0.50 0.66 0.69 0.58 1.2 0.46 0.77 0.42 0.64 1.5 1.2 0.39 1.3 0.38 Serial_No:10041820:19 Page 106 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 09/27/18 19:38 1,8270DAnalytical Method: Analytical Date: Extraction Method:EPA 3510C Extraction Date:09/27/18 04:35 10/04/18 Analyst:SZ Dimethyl phthalate Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Acenaphthylene Anthracene Benzo(ghi)perylene Fluorene Phenanthrene Dibenzo(a,h)anthracene Indeno(1,2,3-cd)pyrene Pyrene Biphenyl 4-Chloroaniline 2-Nitroaniline 3-Nitroaniline 4-Nitroaniline Dibenzofuran 2-Methylnaphthalene 1,2,4,5-Tetrachlorobenzene Acetophenone 2,4,6-Trichlorophenol p-Chloro-m-cresol 2-Chlorophenol 2,4-Dichlorophenol 2,4-Dimethylphenol 2-Nitrophenol Parameter Result ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND RL 5.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 5.0 5.0 5.0 5.0 2.0 2.0 10 5.0 5.0 2.0 2.0 5.0 5.0 10 ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l UnitsQualifier Semivolatile Organics by GC/MS - Westborough Lab for sample(s): 25-26 Batch: WG1161348-1 MDL 1.8 0.32 0.41 0.35 0.37 0.34 0.46 0.33 0.30 0.41 0.33 0.32 0.40 0.28 0.46 1.1 0.50 0.81 0.80 0.50 0.45 0.44 0.53 0.61 0.35 0.48 0.41 1.8 0.85 Serial_No:10041820:19 Page 107 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 09/27/18 19:38 1,8270DAnalytical Method: Analytical Date: Extraction Method:EPA 3510C Extraction Date:09/27/18 04:35 10/04/18 Analyst:SZ 4-Nitrophenol 2,4-Dinitrophenol 4,6-Dinitro-o-cresol Pentachlorophenol Phenol 2-Methylphenol 3-Methylphenol/4-Methylphenol 2,4,5-Trichlorophenol Benzoic Acid Benzyl Alcohol Carbazole Parameter Result ND ND ND ND ND ND ND ND ND ND ND RL 10 20 10 10 5.0 5.0 5.0 5.0 50 2.0 2.0 ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l UnitsQualifier Semivolatile Organics by GC/MS - Westborough Lab for sample(s): 25-26 Batch: WG1161348-1 Total TIC Compounds Unknown Siloxane Unknown Siloxane Aldol Condensates J J J J 18.4 3.24 2.07 13.1 ug/l ug/l ug/l ug/l Tentatively Identified Compounds MDL 0.67 6.6 1.8 1.8 0.57 0.49 0.48 0.77 2.6 0.59 0.49 Serial_No:10041820:19 Page 108 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 09/27/18 19:38 1,8270DAnalytical Method: Analytical Date: Extraction Method:EPA 3510C Extraction Date:09/27/18 04:35 10/04/18 Analyst:SZ Parameter Result RLUnitsQualifier Semivolatile Organics by GC/MS - Westborough Lab for sample(s): 25-26 Batch: WG1161348-1 2-Fluorophenol Phenol-d6 Nitrobenzene-d5 2-Fluorobiphenyl 2,4,6-Tribromophenol 4-Terphenyl-d14 59 50 68 69 60 63 21-120 10-120 23-120 15-120 10-120 41-149 Surrogate %Recovery Qualifier Acceptance Criteria MDL Serial_No:10041820:19 Page 109 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 09/28/18 14:02 1,8270DAnalytical Method: Analytical Date: Extraction Method:EPA 3546 Extraction Date:09/27/18 19:56 10/04/18 Analyst:JG Acenaphthene 1,2,4-Trichlorobenzene Hexachlorobenzene Bis(2-chloroethyl)ether 2-Chloronaphthalene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene 3,3'-Dichlorobenzidine 2,4-Dinitrotoluene 2,6-Dinitrotoluene Fluoranthene 4-Chlorophenyl phenyl ether 4-Bromophenyl phenyl ether Bis(2-chloroisopropyl)ether Bis(2-chloroethoxy)methane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachloroethane Isophorone Naphthalene Nitrobenzene NDPA/DPA n-Nitrosodi-n-propylamine Bis(2-ethylhexyl)phthalate Butyl benzyl phthalate Di-n-butylphthalate Di-n-octylphthalate Diethyl phthalate Parameter Result ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND RL 130 160 97 140 160 160 160 160 160 160 160 97 160 160 190 170 160 460 130 140 160 140 130 160 160 160 160 160 160 ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg UnitsQualifier Semivolatile Organics by GC/MS - Westborough Lab for sample(s): 01-10 Batch: WG1161743-1 MDL 17. 18. 18. 22. 16. 29. 28. 28. 43. 32. 28. 18. 17. 25. 28. 16. 24. 150 26. 21. 20. 24. 18. 25. 56. 41. 31. 55. 15. Serial_No:10041820:19 Page 110 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 09/28/18 14:02 1,8270DAnalytical Method: Analytical Date: Extraction Method:EPA 3546 Extraction Date:09/27/18 19:56 10/04/18 Analyst:JG Dimethyl phthalate Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Acenaphthylene Anthracene Benzo(ghi)perylene Fluorene Phenanthrene Dibenzo(a,h)anthracene Indeno(1,2,3-cd)pyrene Pyrene Biphenyl 4-Chloroaniline 2-Nitroaniline 3-Nitroaniline 4-Nitroaniline Dibenzofuran 2-Methylnaphthalene 1,2,4,5-Tetrachlorobenzene Acetophenone 2,4,6-Trichlorophenol p-Chloro-m-cresol 2-Chlorophenol 2,4-Dichlorophenol 2,4-Dimethylphenol 2-Nitrophenol Parameter Result ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND RL 160 97 130 97 97 97 130 97 130 160 97 97 130 97 370 160 160 160 160 160 190 160 160 97 160 160 140 160 350 ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg UnitsQualifier Semivolatile Organics by GC/MS - Westborough Lab for sample(s): 01-10 Batch: WG1161743-1 MDL 34. 18. 40. 27. 26. 17. 25. 32. 19. 16. 20. 19. 22. 16. 38. 29. 31. 30. 67. 15. 20. 17. 20. 31. 24. 19. 26. 53. 61. Serial_No:10041820:19 Page 111 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 09/28/18 14:02 1,8270DAnalytical Method: Analytical Date: Extraction Method:EPA 3546 Extraction Date:09/27/18 19:56 10/04/18 Analyst:JG 4-Nitrophenol 2,4-Dinitrophenol 4,6-Dinitro-o-cresol Pentachlorophenol Phenol 2-Methylphenol 3-Methylphenol/4-Methylphenol 2,4,5-Trichlorophenol Benzoic Acid Benzyl Alcohol Carbazole Parameter Result ND ND ND ND ND ND ND ND ND ND ND RL 230 780 420 130 160 160 230 160 520 160 160 ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg UnitsQualifier Semivolatile Organics by GC/MS - Westborough Lab for sample(s): 01-10 Batch: WG1161743-1 2-Fluorophenol Phenol-d6 Nitrobenzene-d5 2-Fluorobiphenyl 2,4,6-Tribromophenol 4-Terphenyl-d14 53 57 54 50 56 51 25-120 10-120 23-120 30-120 10-136 18-120 Surrogate %Recovery Qualifier Acceptance Criteria No Tentatively Identified Compounds ND ug/kg Tentatively Identified Compounds MDL 66. 75. 78. 36. 24. 25. 25. 31. 160 50. 16. Serial_No:10041820:19 Page 112 of 298 Acenaphthene 1,2,4-Trichlorobenzene Hexachlorobenzene Bis(2-chloroethyl)ether 2-Chloronaphthalene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene 3,3'-Dichlorobenzidine 2,4-Dinitrotoluene 2,6-Dinitrotoluene Fluoranthene 4-Chlorophenyl phenyl ether 4-Bromophenyl phenyl ether Bis(2-chloroisopropyl)ether Bis(2-chloroethoxy)methane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachloroethane Isophorone Naphthalene Nitrobenzene NDPA/DPA 66 59 58 66 63 62 60 62 56 64 67 59 65 58 69 66 59 56 67 67 64 70 67 64 61 58 65 60 59 57 58 58 66 67 63 64 61 66 67 57 51 63 68 61 68 68 37-111 39-98 40-140 40-140 40-140 40-140 40-140 36-97 40-140 48-143 40-140 40-140 40-140 40-140 40-140 40-140 40-140 40-140 40-140 40-140 40-140 40-140 40-140 3 3 0 2 5 5 5 7 4 3 0 7 2 5 4 2 3 9 6 1 5 3 1 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Semivolatile Organics by GC/MS - Westborough Lab Associated sample(s): 25-26 Batch: WG1161348-2 WG1161348-3 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Qual Qual Qual Serial_No:10041820:19 Page 113 of 298 n-Nitrosodi-n-propylamine Bis(2-ethylhexyl)phthalate Butyl benzyl phthalate Di-n-butylphthalate Di-n-octylphthalate Diethyl phthalate Dimethyl phthalate Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Acenaphthylene Anthracene Benzo(ghi)perylene Fluorene Phenanthrene Dibenzo(a,h)anthracene Indeno(1,2,3-cd)pyrene Pyrene Biphenyl 4-Chloroaniline 2-Nitroaniline 71 75 67 66 70 71 67 64 61 59 64 66 63 66 62 67 66 65 65 60 66 47 64 70 81 69 71 76 71 65 68 65 63 69 68 62 70 67 65 66 73 70 62 63 43 65 29-132 40-140 40-140 40-140 40-140 40-140 40-140 40-140 40-140 40-140 40-140 40-140 45-123 40-140 40-140 40-140 40-140 40-140 40-140 26-127 40-140 40-140 52-143 1 8 3 7 8 0 3 6 6 7 8 3 2 6 8 3 0 12 7 3 5 9 2 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Semivolatile Organics by GC/MS - Westborough Lab Associated sample(s): 25-26 Batch: WG1161348-2 WG1161348-3 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Qual Qual Qual Serial_No:10041820:19 Page 114 of 298 3-Nitroaniline 4-Nitroaniline Dibenzofuran 2-Methylnaphthalene 1,2,4,5-Tetrachlorobenzene Acetophenone 2,4,6-Trichlorophenol p-Chloro-m-cresol 2-Chlorophenol 2,4-Dichlorophenol 2,4-Dimethylphenol 2-Nitrophenol 4-Nitrophenol 2,4-Dinitrophenol 4,6-Dinitro-o-cresol Pentachlorophenol Phenol 2-Methylphenol 3-Methylphenol/4-Methylphenol 2,4,5-Trichlorophenol Benzoic Acid Benzyl Alcohol Carbazole 60 62 62 62 58 66 61 65 67 64 68 70 51 68 64 57 54 67 66 59 66 63 64 59 62 62 62 56 66 61 65 62 69 68 72 54 70 66 60 54 67 66 61 64 65 67 25-145 51-143 40-140 40-140 2-134 39-129 30-130 23-97 27-123 30-130 30-130 30-130 10-80 20-130 20-164 9-103 12-110 30-130 30-130 30-130 10-164 26-116 55-144 2 0 0 0 4 0 0 0 8 8 0 3 6 3 3 5 0 0 0 3 3 3 5 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Semivolatile Organics by GC/MS - Westborough Lab Associated sample(s): 25-26 Batch: WG1161348-2 WG1161348-3 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Qual Qual Qual Serial_No:10041820:19 Page 115 of 298 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Semivolatile Organics by GC/MS - Westborough Lab Associated sample(s): 25-26 Batch: WG1161348-2 WG1161348-3 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2-Fluorophenol Phenol-d6 Nitrobenzene-d5 2-Fluorobiphenyl 2,4,6-Tribromophenol 4-Terphenyl-d14 57 50 70 64 58 57 21-120 10-120 23-120 15-120 10-120 41-149 55 50 67 61 59 59 Surrogate Qual%Recovery Qual%Recovery LCS LCSD 10/04/18 Acceptance Criteria Qual Qual Qual Serial_No:10041820:19 Page 116 of 298 Acenaphthene 1,2,4-Trichlorobenzene Hexachlorobenzene Bis(2-chloroethyl)ether 2-Chloronaphthalene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene 3,3'-Dichlorobenzidine 2,4-Dinitrotoluene 2,6-Dinitrotoluene Fluoranthene 4-Chlorophenyl phenyl ether 4-Bromophenyl phenyl ether Bis(2-chloroisopropyl)ether Bis(2-chloroethoxy)methane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachloroethane Isophorone Naphthalene Nitrobenzene NDPA/DPA 76 70 77 78 77 71 69 71 56 81 79 80 72 72 90 80 74 73 73 86 74 85 77 79 75 78 82 80 74 74 74 57 85 81 81 76 76 97 84 72 77 79 89 77 89 79 31-137 38-107 40-140 40-140 40-140 40-140 40-140 28-104 40-140 40-132 40-140 40-140 40-140 40-140 40-140 40-117 40-140 40-140 40-140 40-140 40-140 40-140 36-157 4 7 1 5 4 4 7 4 2 5 3 1 5 5 7 5 3 5 8 3 4 5 3 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Semivolatile Organics by GC/MS - Westborough Lab Associated sample(s): 01-10 Batch: WG1161743-2 WG1161743-3 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Qual Qual Qual Serial_No:10041820:19 Page 117 of 298 n-Nitrosodi-n-propylamine Bis(2-ethylhexyl)phthalate Butyl benzyl phthalate Di-n-butylphthalate Di-n-octylphthalate Diethyl phthalate Dimethyl phthalate Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Acenaphthylene Anthracene Benzo(ghi)perylene Fluorene Phenanthrene Dibenzo(a,h)anthracene Indeno(1,2,3-cd)pyrene Pyrene Biphenyl 4-Chloroaniline 2-Nitroaniline 85 87 91 84 92 83 80 77 84 80 81 79 78 79 80 78 78 80 80 80 79 71 80 90 88 91 87 93 85 84 78 86 80 83 82 80 80 82 79 79 83 83 79 82 66 84 32-121 40-140 40-140 40-140 40-140 40-140 40-140 40-140 40-140 40-140 40-140 40-140 40-140 40-140 40-140 40-140 40-140 40-140 40-140 35-142 54-104 40-140 47-134 6 1 0 4 1 2 5 1 2 0 2 4 3 1 2 1 1 4 4 1 4 7 5 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Semivolatile Organics by GC/MS - Westborough Lab Associated sample(s): 01-10 Batch: WG1161743-2 WG1161743-3 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Qual Qual Qual Serial_No:10041820:19 Page 118 of 298 3-Nitroaniline 4-Nitroaniline Dibenzofuran 2-Methylnaphthalene 1,2,4,5-Tetrachlorobenzene Acetophenone 2,4,6-Trichlorophenol p-Chloro-m-cresol 2-Chlorophenol 2,4-Dichlorophenol 2,4-Dimethylphenol 2-Nitrophenol 4-Nitrophenol 2,4-Dinitrophenol 4,6-Dinitro-o-cresol Pentachlorophenol Phenol 2-Methylphenol 3-Methylphenol/4-Methylphenol 2,4,5-Trichlorophenol Benzoic Acid Benzyl Alcohol Carbazole 64 73 76 73 70 82 81 86 76 82 84 78 118 69 77 76 78 81 79 80 57 88 81 68 75 78 79 74 85 82 90 82 84 92 82 110 71 79 79 84 86 86 81 55 93 82 26-129 41-125 40-140 40-140 40-117 14-144 30-130 26-103 25-102 30-130 30-130 30-130 11-114 4-130 10-130 17-109 26-90 30-130. 30-130 30-130 10-110 40-140 54-128 6 3 3 8 6 4 1 5 8 2 9 5 7 3 3 4 7 6 8 1 4 6 1 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Semivolatile Organics by GC/MS - Westborough Lab Associated sample(s): 01-10 Batch: WG1161743-2 WG1161743-3 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Qual Qual Q Qual Serial_No:10041820:19 Page 119 of 298 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Semivolatile Organics by GC/MS - Westborough Lab Associated sample(s): 01-10 Batch: WG1161743-2 WG1161743-3 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2-Fluorophenol Phenol-d6 Nitrobenzene-d5 2-Fluorobiphenyl 2,4,6-Tribromophenol 4-Terphenyl-d14 82 86 83 75 77 69 25-120 10-120 23-120 30-120 10-136 18-120 86 89 89 78 81 68 Surrogate Qual%Recovery Qual%Recovery LCS LCSD 10/04/18 Acceptance Criteria Qual Qual Qual Serial_No:10041820:19 Page 120 of 298 PCBS Serial_No:10041820:19 Page 121 of 298 FF Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 PCBs, Total Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Polychlorinated Biphenyls by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 37.8 37.8 37.8 37.8 37.8 37.8 37.8 37.8 37.8 37.8 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 67 48 64 63 30-150 30-150 30-150 30-150 Acceptance Criteria A A B B Surrogate % Recovery Qualifier Column 10/04/18 SB001 (0-2")Client ID: 09/24/18 12:40Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-01Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8082A 10/02/18 11:56 WR EPA 3546 EPA 3665A Extraction Date:09/28/18 00:12 Cleanup Date:09/28/18 Cleanup Method:EPA 3660B Cleanup Date:09/28/18 87%Percent Solids: MDL 3.36 3.79 8.02 5.10 5.67 4.14 6.99 4.80 3.92 3.36 A A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 122 of 298 Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 PCBs, Total Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Polychlorinated Biphenyls by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 34.9 34.9 34.9 34.9 34.9 34.9 34.9 34.9 34.9 34.9 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 56 50 54 54 30-150 30-150 30-150 30-150 Acceptance Criteria A A B B Surrogate % Recovery Qualifier Column 10/04/18 SB001 (3'-4')Client ID: 09/24/18 12:50Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-02Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8082A 10/02/18 12:08 WR EPA 3546 EPA 3665A Extraction Date:09/28/18 00:12 Cleanup Date:09/28/18 Cleanup Method:EPA 3660B Cleanup Date:09/28/18 91%Percent Solids: MDL 3.10 3.50 7.41 4.71 5.24 3.82 6.46 4.44 3.62 3.10 A A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 123 of 298 Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 PCBs, Total Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Polychlorinated Biphenyls by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 35.7 35.7 35.7 35.7 35.7 35.7 35.7 35.7 35.7 35.7 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 66 60 62 59 30-150 30-150 30-150 30-150 Acceptance Criteria A A B B Surrogate % Recovery Qualifier Column 10/04/18 SB002 (0-2")Client ID: 09/24/18 13:10Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-03Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8082A 10/02/18 12:20 WR EPA 3546 EPA 3665A Extraction Date:09/28/18 00:12 Cleanup Date:09/28/18 Cleanup Method:EPA 3660B Cleanup Date:09/28/18 89%Percent Solids: MDL 3.17 3.58 7.57 4.81 5.36 3.91 6.60 4.54 3.70 3.17 A A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 124 of 298 Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 PCBs, Total Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Polychlorinated Biphenyls by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 35.3 35.3 35.3 35.3 35.3 35.3 35.3 35.3 35.3 35.3 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 69 63 72 71 30-150 30-150 30-150 30-150 Acceptance Criteria A A B B Surrogate % Recovery Qualifier Column 10/04/18 SB002 (3'-4')Client ID: 09/24/18 13:20Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-04Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8082A 10/02/18 12:33 WR EPA 3546 EPA 3665A Extraction Date:09/28/18 00:12 Cleanup Date:09/28/18 Cleanup Method:EPA 3660B Cleanup Date:09/28/18 93%Percent Solids: MDL 3.14 3.54 7.49 4.76 5.30 3.86 6.53 4.49 3.66 3.14 A A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 125 of 298 Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 PCBs, Total Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Polychlorinated Biphenyls by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 38.1 38.1 38.1 38.1 38.1 38.1 38.1 38.1 38.1 38.1 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 69 55 65 72 30-150 30-150 30-150 30-150 Acceptance Criteria A A B B Surrogate % Recovery Qualifier Column 10/04/18 SB003 (0-2")Client ID: 09/24/18 12:20Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-05Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8082A 10/02/18 12:45 WR EPA 3546 EPA 3665A Extraction Date:09/28/18 00:12 Cleanup Date:09/28/18 Cleanup Method:EPA 3660B Cleanup Date:09/28/18 84%Percent Solids: MDL 3.39 3.82 8.08 5.14 5.72 4.17 7.05 4.84 3.95 3.39 A A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 126 of 298 Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 PCBs, Total Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Polychlorinated Biphenyls by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 38.5 38.5 38.5 38.5 38.5 38.5 38.5 38.5 38.5 38.5 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 72 63 74 73 30-150 30-150 30-150 30-150 Acceptance Criteria A A B B Surrogate % Recovery Qualifier Column 10/04/18 SB003 (3'-4')Client ID: 09/24/18 12:30Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-06Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8082A 10/02/18 12:58 WR EPA 3546 EPA 3665A Extraction Date:09/28/18 00:12 Cleanup Date:09/28/18 Cleanup Method:EPA 3660B Cleanup Date:09/28/18 84%Percent Solids: MDL 3.42 3.86 8.16 5.19 5.78 4.21 7.12 4.89 3.99 3.42 A A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 127 of 298 Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 PCBs, Total Parameter Result J J Dilution Factor ND ND ND ND ND ND 0.036 ND ND 0.036 ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Polychlorinated Biphenyls by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 0.083 0.083 0.083 0.083 0.083 0.083 0.083 0.083 0.083 0.083 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 95 103 96 105 30-150 30-150 30-150 30-150 Acceptance Criteria A A B B Surrogate % Recovery Qualifier Column 10/04/18 FIELD BLANKClient ID: 09/24/18 13:45Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-25Lab ID: Field Prep:Not Specified Matrix:Water Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8082A 09/28/18 12:55 AWS EPA 3510C EPA 3665A Extraction Date:09/27/18 06:40 Cleanup Date:09/27/18 Cleanup Method:EPA 3660B Cleanup Date:09/27/18 MDL 0.034 0.067 0.046 0.039 0.049 0.039 0.032 0.035 0.034 0.032 A A A A A A B A A B Column Sample Depth: Serial_No:10041820:19 Page 128 of 298 Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 PCBs, Total Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Polychlorinated Biphenyls by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 0.083 0.083 0.083 0.083 0.083 0.083 0.083 0.083 0.083 0.083 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 90 90 90 95 30-150 30-150 30-150 30-150 Acceptance Criteria A A B B Surrogate % Recovery Qualifier Column 10/04/18 EQUIPMENT BLANKClient ID: 09/24/18 13:55Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-26Lab ID: Field Prep:Not Specified Matrix:Water Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8082A 09/28/18 13:08 AWS EPA 3510C EPA 3665A Extraction Date:09/27/18 06:40 Cleanup Date:09/27/18 Cleanup Method:EPA 3660B Cleanup Date:09/27/18 MDL 0.034 0.067 0.046 0.039 0.049 0.039 0.032 0.035 0.034 0.032 A A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 129 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 09/27/18 10:37 1,8082AAnalytical Method: Analytical Date: Extraction Method: Cleanup Method: EPA 3546 EPA 3665A Extraction Date:09/27/18 01:30 10/04/18 Cleanup Method:EPA 3660B Analyst:WR Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Aroclor 1262 Aroclor 1268 PCBs, Total Parameter Result ND ND ND ND ND ND ND ND ND ND RL 31.6 31.6 31.6 31.6 31.6 31.6 31.6 31.6 31.6 31.6 ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg UnitsQualifier Polychlorinated Biphenyls by GC - Westborough Lab for sample(s): 01-06 Batch: WG1161308-1 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 72 81 78 82 30-150 30-150 30-150 30-150 Surrogate %Recovery Qualifier Column Acceptance Criteria Cleanup Date:09/27/18 Cleanup Date:09/27/18 MDL 2.81 3.17 6.71 4.26 4.75 3.46 5.85 4.02 3.28 2.81 Column A A A A A A A A A A A A B B Serial_No:10041820:19 Page 130 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 09/27/18 12:16 1,8082AAnalytical Method: Analytical Date: Extraction Method: Cleanup Method: EPA 3510C EPA 3665A Extraction Date:09/27/18 04:38 10/04/18 Cleanup Method:EPA 3660B Analyst:AWS Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1260 Aroclor 1262 Aroclor 1268 Aroclor 1254 PCBs, Total Parameter Result ND ND ND ND 0.095 ND ND ND 0.056 0.151 RL 0.083 0.083 0.083 0.083 0.083 0.083 0.083 0.083 0.083 0.083 J J ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l UnitsQualifier Polychlorinated Biphenyls by GC - Westborough Lab for sample(s): 25-26 Batch: WG1161349-1 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 105 116 106 127 30-150 30-150 30-150 30-150 Surrogate %Recovery Qualifier Column Acceptance Criteria Cleanup Date:09/27/18 Cleanup Date:09/27/18 MDL 0.034 0.067 0.046 0.039 0.049 0.032 0.035 0.034 0.039 0.032 Column A A A A A A A A B B A A B B Serial_No:10041820:19 Page 131 of 298 Aroclor 1016 Aroclor 1260 72 71 88 86 40-140 40-140 20 19 50 50 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Polychlorinated Biphenyls by GC - Westborough Lab Associated sample(s): 01-06 Batch: WG1161308-2 WG1161308-3 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 69 72 71 74 30-150 30-150 30-150 30-150 A A B B 83 87 83 86 Surrogate Qual Column%Recovery Qual%Recovery LCS LCSD 10/04/18 Acceptance Criteria Qual Qual Qual Column A A Serial_No:10041820:19 Page 132 of 298 Aroclor 1016 Aroclor 1260 87 87 82 82 40-140 40-140 5 7 50 50 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Polychlorinated Biphenyls by GC - Westborough Lab Associated sample(s): 25-26 Batch: WG1161349-2 WG1161349-3 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 103 107 103 116 30-150 30-150 30-150 30-150 A A B B 88 99 89 109 Surrogate Qual Column%Recovery Qual%Recovery LCS LCSD 10/04/18 Acceptance Criteria Qual Qual Qual Column A A Serial_No:10041820:19 Page 133 of 298 PESTICIDES Serial_No:10041820:19 Page 134 of 298 FF Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result P E E J P PI Dilution Factor ND ND ND ND ND ND ND 6.85 ND 8.02 27.1 539 6.82 486 ND 1.24 4.05 ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.73 0.722 0.722 1.73 0.866 1.73 3.25 0.722 2.16 1.73 1.08 1.73 1.73 3.25 1.73 1.73 0.722 3.25 32.5 2.16 2.16 14.1 10/04/18 SB001 (0-2")Client ID: 09/24/18 12:40Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-01Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 00:24 KB EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 87%Percent Solids: MDL 0.339 0.323 0.205 0.657 0.388 0.610 0.974 0.296 0.758 0.446 0.541 0.400 0.618 1.39 0.409 0.579 0.344 1.01 9.09 0.603 0.572 5.74 A A A A A A A A A B A A A A A B A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 135 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 52 55 58 53 30-150 30-150 30-150 30-150 Acceptance Criteria B B A A Surrogate % Recovery Qualifier Column 10/04/18 SB001 (0-2")Client ID: 09/24/18 12:40Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-01Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 136 of 298 4,4'-DDE 4,4'-DDT Parameter Result Dilution Factor 546 542 ug/kg ug/kg 10 10 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 17.3 32.5 10/04/18 SB001 (0-2")Client ID: 09/24/18 12:40Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-01Lab ID: Field Prep:Not Specified D Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/03/18 15:14 SL EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 87%Percent Solids: MDL 4.00 13.9 B B Column Sample Depth: Serial_No:10041820:19 Page 137 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result JPI Dilution Factor ND ND ND ND ND ND ND 2.11 ND 1.85 6.48 27.5 ND 27.4 ND ND 0.419 ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.74 0.726 0.726 1.74 0.871 1.74 3.27 0.726 2.18 1.74 1.09 1.74 1.74 3.27 1.74 1.74 0.726 3.27 32.7 2.18 2.18 14.2 10/04/18 SB001 (3'-4')Client ID: 09/24/18 12:50Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-02Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 00:37 KB EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 91%Percent Solids: MDL 0.341 0.324 0.206 0.661 0.390 0.613 0.980 0.298 0.762 0.449 0.544 0.403 0.621 1.40 0.412 0.582 0.346 1.02 9.15 0.607 0.575 5.77 A A A A A A A B A A A A B A A A B A A A A A Column Sample Depth: Serial_No:10041820:19 Page 138 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 66 56 66 56 30-150 30-150 30-150 30-150 Acceptance Criteria B B A A Surrogate % Recovery Qualifier Column 10/04/18 SB001 (3'-4')Client ID: 09/24/18 12:50Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-02Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 139 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result E E P Dilution Factor ND ND ND ND ND ND ND 3.37 ND 4.51 34.7 526 4.52 456 ND ND 5.23 ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.72 0.716 0.716 1.72 0.859 1.72 3.22 0.716 2.15 1.72 1.07 1.72 1.72 3.22 1.72 1.72 0.716 3.22 32.2 2.15 2.15 14.0 10/04/18 SB002 (0-2")Client ID: 09/24/18 13:10Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-03Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 01:41 KB EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 89%Percent Solids: MDL 0.336 0.320 0.203 0.652 0.385 0.605 0.967 0.294 0.752 0.442 0.537 0.397 0.613 1.38 0.406 0.574 0.341 1.00 9.02 0.599 0.567 5.69 A A A A A A A A A B A A B A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 140 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 80 70 80 77 30-150 30-150 30-150 30-150 Acceptance Criteria B B A A Surrogate % Recovery Qualifier Column 10/04/18 SB002 (0-2")Client ID: 09/24/18 13:10Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-03Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 141 of 298 4,4'-DDE 4,4'-DDT Parameter Result Dilution Factor 500 455 ug/kg ug/kg 10 10 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 17.2 32.2 10/04/18 SB002 (0-2")Client ID: 09/24/18 13:10Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-03Lab ID: Field Prep:Not Specified D Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/03/18 15:27 SL EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 89%Percent Solids: MDL 3.97 13.8 A B Column Sample Depth: Serial_No:10041820:19 Page 142 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result J J P Dilution Factor ND ND ND ND ND ND ND 0.624 ND 0.613 2.88 31.0 ND 45.6 ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.67 0.696 0.696 1.67 0.835 1.67 3.13 0.696 2.09 1.67 1.04 1.67 1.67 3.13 1.67 1.67 0.696 3.13 31.3 2.09 2.09 13.6 10/04/18 SB002 (3'-4')Client ID: 09/24/18 13:20Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-04Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 01:53 KB EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 93%Percent Solids: MDL 0.327 0.311 0.198 0.633 0.374 0.588 0.940 0.285 0.731 0.430 0.522 0.386 0.596 1.34 0.395 0.558 0.331 0.974 8.77 0.582 0.551 5.53 A A A A A A A B A A A A A A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 143 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 75 67 81 66 30-150 30-150 30-150 30-150 Acceptance Criteria B B A A Surrogate % Recovery Qualifier Column 10/04/18 SB002 (3'-4')Client ID: 09/24/18 13:20Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-04Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 144 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result E E Dilution Factor ND ND ND ND ND ND ND 35.4 ND 31.7 49.2 1140 11.1 1470 ND 2.53 12.8 ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.83 0.761 0.761 1.83 0.913 1.83 3.42 0.761 2.28 1.83 1.14 1.83 1.83 3.42 1.83 1.83 0.761 3.42 34.2 2.28 2.28 14.8 10/04/18 SB003 (0-2")Client ID: 09/24/18 12:20Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-05Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 02:06 KB EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 84%Percent Solids: MDL 0.358 0.340 0.216 0.693 0.410 0.643 1.03 0.312 0.799 0.470 0.571 0.422 0.652 1.47 0.432 0.610 0.362 1.06 9.59 0.636 0.603 6.05 A A A A A A A A A B A A A A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 145 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 90 99 94 80 30-150 30-150 30-150 30-150 Acceptance Criteria B B A A Surrogate % Recovery Qualifier Column 10/04/18 SB003 (0-2")Client ID: 09/24/18 12:20Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-05Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 146 of 298 4,4'-DDE 4,4'-DDT Parameter Result Dilution Factor 1130 1570 ug/kg ug/kg 20 20 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 36.5 68.5 10/04/18 SB003 (0-2")Client ID: 09/24/18 12:20Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-05Lab ID: Field Prep:Not Specified D Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/03/18 16:55 SL EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 84%Percent Solids: MDL 8.45 29.4 A A Column Sample Depth: Serial_No:10041820:19 Page 147 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result J J J Dilution Factor ND ND ND ND ND ND ND 2.40 ND 1.16 1.59 17.2 0.845 31.5 ND ND 0.366 ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.82 0.759 0.759 1.82 0.911 1.82 3.42 0.759 2.28 1.82 1.14 1.82 1.82 3.42 1.82 1.82 0.759 3.42 34.2 2.28 2.28 14.8 10/04/18 SB003 (3'-4')Client ID: 09/24/18 12:30Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-06Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 02:19 KB EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 84%Percent Solids: MDL 0.357 0.339 0.216 0.691 0.408 0.641 1.02 0.311 0.797 0.469 0.569 0.421 0.650 1.46 0.430 0.609 0.361 1.06 9.56 0.634 0.601 6.03 A A A A A A A A A A A A B A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 148 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 90 80 96 71 30-150 30-150 30-150 30-150 Acceptance Criteria B B A A Surrogate % Recovery Qualifier Column 10/04/18 SB003 (3'-4')Client ID: 09/24/18 12:30Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-06Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 149 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result P E P E P Dilution Factor ND ND ND ND ND ND ND 6.07 ND 5.91 32.2 429 6.33 487 ND ND 4.41 ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.90 0.791 0.791 1.90 0.949 1.90 3.56 0.791 2.37 1.90 1.18 1.90 1.90 3.56 1.90 1.90 0.791 3.56 35.6 2.37 2.37 15.4 10/04/18 SB006 (0-2")Client ID: 09/24/18 12:05Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-11Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 02:32 KB EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 83%Percent Solids: MDL 0.372 0.353 0.224 0.719 0.425 0.668 1.07 0.324 0.830 0.489 0.593 0.439 0.677 1.52 0.448 0.634 0.376 1.11 9.96 0.661 0.626 6.28 A A A A A A A A A B A B A A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 150 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 80 78 86 81 30-150 30-150 30-150 30-150 Acceptance Criteria B B A A Surrogate % Recovery Qualifier Column 10/04/18 SB006 (0-2")Client ID: 09/24/18 12:05Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-11Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 151 of 298 4,4'-DDE 4,4'-DDT Parameter Result Dilution Factor 420 520 ug/kg ug/kg 10 10 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 19.0 35.6 10/04/18 SB006 (0-2")Client ID: 09/24/18 12:05Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-11Lab ID: Field Prep:Not Specified D Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/03/18 15:39 SL EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 83%Percent Solids: MDL 4.39 15.2 B B Column Sample Depth: Serial_No:10041820:19 Page 152 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result J J P Dilution Factor ND ND ND ND ND ND ND 0.453 ND 0.863 1.60 9.65 ND 14.8 ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.79 0.744 0.744 1.79 0.893 1.79 3.35 0.744 2.23 1.79 1.12 1.79 1.79 3.35 1.79 1.79 0.744 3.35 33.5 2.23 2.23 14.5 10/04/18 SB006 (18"-24")Client ID: 09/24/18 12:10Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-12Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 02:44 KB EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 89%Percent Solids: MDL 0.350 0.333 0.211 0.677 0.400 0.629 1.00 0.305 0.781 0.460 0.558 0.413 0.637 1.44 0.422 0.597 0.354 1.04 9.38 0.622 0.589 5.92 A A A A A A A B A A A B A A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 153 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 72 64 78 65 30-150 30-150 30-150 30-150 Acceptance Criteria B B A A Surrogate % Recovery Qualifier Column 10/04/18 SB006 (18"-24")Client ID: 09/24/18 12:10Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-12Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 154 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result E E Dilution Factor ND ND ND ND ND ND ND 2.72 ND ND 23.6 458 3.87 395 ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.90 0.792 0.792 1.90 0.950 1.90 3.56 0.792 2.38 1.90 1.19 1.90 1.90 3.56 1.90 1.90 0.792 3.56 35.6 2.38 2.38 15.4 10/04/18 SB007 (0-2")Client ID: 09/24/18 13:30Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-13Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 02:57 KB EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 82%Percent Solids: MDL 0.372 0.354 0.225 0.720 0.426 0.669 1.07 0.325 0.831 0.489 0.594 0.439 0.678 1.53 0.449 0.635 0.377 1.11 9.98 0.662 0.627 6.29 A A A A A A A A A A A A A A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 155 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 84 76 100 97 30-150 30-150 30-150 30-150 Acceptance Criteria B B A A Surrogate % Recovery Qualifier Column 10/04/18 SB007 (0-2")Client ID: 09/24/18 13:30Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-13Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 156 of 298 4,4'-DDE 4,4'-DDT Parameter Result Dilution Factor 426 389 ug/kg ug/kg 10 10 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 19.0 35.6 10/04/18 SB007 (0-2")Client ID: 09/24/18 13:30Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-13Lab ID: Field Prep:Not Specified D Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/03/18 15:52 SL EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 82%Percent Solids: MDL 4.39 15.3 A B Column Sample Depth: Serial_No:10041820:19 Page 157 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result Dilution Factor ND ND ND ND ND ND ND 1.63 ND 2.93 13.9 102 2.14 82.4 ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.84 0.766 0.766 1.84 0.919 1.84 3.45 0.766 2.30 1.84 1.15 1.84 1.84 3.45 1.84 1.84 0.766 3.45 34.5 2.30 2.30 14.9 10/04/18 SB007 (18"-24")Client ID: 09/24/18 13:35Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-14Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 03:10 KB EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 86%Percent Solids: MDL 0.360 0.342 0.218 0.697 0.412 0.647 1.03 0.314 0.804 0.474 0.575 0.425 0.656 1.48 0.434 0.614 0.365 1.07 9.65 0.640 0.607 6.09 A A A A A A A B A A A A A A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 158 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 70 68 81 73 30-150 30-150 30-150 30-150 Acceptance Criteria B B A A Surrogate % Recovery Qualifier Column 10/04/18 SB007 (18"-24")Client ID: 09/24/18 13:35Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-14Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 159 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result P E P E P Dilution Factor ND ND ND ND ND ND ND 7.47 ND 6.27 25.0 605 9.21 564 ND ND 6.01 ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.87 0.780 0.780 1.87 0.936 1.87 3.51 0.780 2.34 1.87 1.17 1.87 1.87 3.51 1.87 1.87 0.780 3.51 35.1 2.34 2.34 15.2 10/04/18 SB008 (0-2")Client ID: 09/24/18 13:00Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-15Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 03:23 KB EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 80%Percent Solids: MDL 0.366 0.348 0.221 0.710 0.420 0.659 1.05 0.320 0.819 0.482 0.585 0.433 0.668 1.50 0.442 0.625 0.371 1.09 9.82 0.652 0.618 6.20 A A A A A A A A A A A A A A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 160 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 77 74 97 98 30-150 30-150 30-150 30-150 Acceptance Criteria B B A A Surrogate % Recovery Qualifier Column 10/04/18 SB008 (0-2")Client ID: 09/24/18 13:00Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-15Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 161 of 298 4,4'-DDE 4,4'-DDT Parameter Result Dilution Factor 615 603 ug/kg ug/kg 10 10 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 18.7 35.1 10/04/18 SB008 (0-2")Client ID: 09/24/18 13:00Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-15Lab ID: Field Prep:Not Specified D Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/03/18 16:05 SL EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 80%Percent Solids: MDL 4.33 15.0 A A Column Sample Depth: Serial_No:10041820:19 Page 162 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result J J Dilution Factor ND ND ND ND ND ND ND 0.742 ND 1.49 2.13 40.9 ND 39.9 ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.85 0.770 0.770 1.85 0.924 1.85 3.46 0.770 2.31 1.85 1.15 1.85 1.85 3.46 1.85 1.85 0.770 3.46 34.6 2.31 2.31 15.0 10/04/18 SB008 (18"-24")Client ID: 09/24/18 13:05Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-16Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 03:35 KB EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 83%Percent Solids: MDL 0.362 0.344 0.219 0.701 0.414 0.651 1.04 0.316 0.808 0.476 0.577 0.427 0.659 1.49 0.436 0.618 0.366 1.08 9.70 0.644 0.610 6.12 A A A A A A A B A A A A B A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 163 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 64 57 69 56 30-150 30-150 30-150 30-150 Acceptance Criteria B B A A Surrogate % Recovery Qualifier Column 10/04/18 SB008 (18"-24")Client ID: 09/24/18 13:05Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-16Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 164 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result J P E P E JPI P Dilution Factor ND ND ND ND ND 0.711 ND 7.89 ND 6.86 38.4 410 6.78 402 ND 1.01 2.58 ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2.01 0.839 0.839 2.01 1.01 2.01 3.78 0.839 2.52 2.01 1.26 2.01 2.01 3.78 2.01 2.01 0.839 3.78 37.8 2.52 2.52 16.4 10/04/18 SB009 (0-2")Client ID: 09/24/18 10:00Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-17Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 03:48 KB EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 78%Percent Solids: MDL 0.394 0.375 0.238 0.764 0.451 0.709 1.13 0.344 0.881 0.518 0.629 0.466 0.718 1.62 0.476 0.673 0.399 1.17 10.6 0.702 0.664 6.67 A A A A A B A B A B B B B B A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 165 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 80 75 49 41 30-150 30-150 30-150 30-150 Acceptance Criteria B B A A Surrogate % Recovery Qualifier Column 10/04/18 SB009 (0-2")Client ID: 09/24/18 10:00Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-17Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 166 of 298 4,4'-DDE 4,4'-DDT Parameter Result Dilution Factor 398 466 ug/kg ug/kg 5 5 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10.1 18.9 10/04/18 SB009 (0-2")Client ID: 09/24/18 10:00Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-17Lab ID: Field Prep:Not Specified D Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/03/18 17:08 SL EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 78%Percent Solids: MDL 2.33 8.10 B B Column Sample Depth: Serial_No:10041820:19 Page 167 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result J P J J Dilution Factor ND ND ND ND ND ND ND 2.82 1.38 1.96 15.7 76.7 1.02 82.5 ND ND 0.677 ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.88 0.782 0.782 1.88 0.938 1.88 3.52 0.782 2.35 1.88 1.17 1.88 1.88 3.52 1.88 1.88 0.782 3.52 35.2 2.35 2.35 15.2 10/04/18 SB009 (18"-24")Client ID: 09/24/18 10:15Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-18Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 00:50 KB EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 83%Percent Solids: MDL 0.368 0.350 0.222 0.712 0.421 0.661 1.06 0.321 0.821 0.483 0.586 0.434 0.669 1.51 0.443 0.627 0.372 1.09 9.85 0.654 0.619 6.22 A A A A A A A A A B A A B A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 168 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 66 61 71 55 30-150 30-150 30-150 30-150 Acceptance Criteria B B A A Surrogate % Recovery Qualifier Column 10/04/18 SB009 (18"-24")Client ID: 09/24/18 10:15Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-18Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 169 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result E E Dilution Factor ND ND ND ND ND ND ND 8.90 ND 10.2 36.8 787 8.01 874 ND ND 5.82 ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.90 0.793 0.793 1.90 0.951 1.90 3.57 0.793 2.38 1.90 1.19 1.90 1.90 3.57 1.90 1.90 0.793 3.57 35.7 2.38 2.38 15.4 10/04/18 SB010 (0-2")Client ID: 09/24/18 10:35Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-19Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 04:01 KB EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 83%Percent Solids: MDL 0.372 0.354 0.225 0.721 0.426 0.670 1.07 0.325 0.832 0.490 0.594 0.440 0.678 1.53 0.449 0.636 0.377 1.11 9.99 0.663 0.628 6.30 A A A A A A A A A B A A B A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 170 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 86 78 90 81 30-150 30-150 30-150 30-150 Acceptance Criteria B B A A Surrogate % Recovery Qualifier Column 10/04/18 SB010 (0-2")Client ID: 09/24/18 10:35Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-19Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 171 of 298 4,4'-DDE 4,4'-DDT Parameter Result Dilution Factor 826 1000 ug/kg ug/kg 10 10 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 19.0 35.7 10/04/18 SB010 (0-2")Client ID: 09/24/18 10:35Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-19Lab ID: Field Prep:Not Specified D Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/03/18 16:17 SL EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 83%Percent Solids: MDL 4.40 15.3 A B Column Sample Depth: Serial_No:10041820:19 Page 172 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result J J Dilution Factor ND ND ND ND ND ND ND 2.06 ND 1.98 5.39 27.4 0.819 23.2 ND ND 0.545 ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.72 0.717 0.717 1.72 0.860 1.72 3.22 0.717 2.15 1.72 1.08 1.72 1.72 3.22 1.72 1.72 0.717 3.22 32.2 2.15 2.15 14.0 10/04/18 SB010 (18"-24")Client ID: 09/24/18 10:40Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-20Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 04:14 KB EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 90%Percent Solids: MDL 0.337 0.320 0.204 0.652 0.386 0.606 0.968 0.294 0.752 0.443 0.538 0.398 0.614 1.38 0.406 0.575 0.341 1.00 9.03 0.599 0.568 5.70 A A A A A A A A A B A A B A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 173 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 71 64 69 52 30-150 30-150 30-150 30-150 Acceptance Criteria B B A A Surrogate % Recovery Qualifier Column 10/04/18 SB010 (18"-24")Client ID: 09/24/18 10:40Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-20Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 174 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result E E Dilution Factor ND ND ND ND ND ND ND 3.03 ND 3.98 24.7 534 4.18 439 ND ND 2.95 ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.84 0.767 0.767 1.84 0.920 1.84 3.45 0.767 2.30 1.84 1.15 1.84 1.84 3.45 1.84 1.84 0.767 3.45 34.5 2.30 2.30 15.0 10/04/18 SB011 (0-2")Client ID: 09/24/18 10:50Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-21Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 04:26 KB EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 84%Percent Solids: MDL 0.360 0.343 0.218 0.698 0.413 0.648 1.04 0.314 0.805 0.474 0.575 0.426 0.657 1.48 0.435 0.615 0.365 1.07 9.66 0.641 0.608 6.10 A A A A A A A B A B A A B A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 175 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 85 82 94 78 30-150 30-150 30-150 30-150 Acceptance Criteria B B A A Surrogate % Recovery Qualifier Column 10/04/18 SB011 (0-2")Client ID: 09/24/18 10:50Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-21Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 176 of 298 4,4'-DDE 4,4'-DDT Parameter Result Dilution Factor 519 448 ug/kg ug/kg 10 10 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 18.4 34.5 10/04/18 SB011 (0-2")Client ID: 09/24/18 10:50Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-21Lab ID: Field Prep:Not Specified D Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/03/18 16:30 SL EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 84%Percent Solids: MDL 4.26 14.8 B B Column Sample Depth: Serial_No:10041820:19 Page 177 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result J J Dilution Factor ND ND ND ND ND ND ND ND ND 0.537 1.05 19.8 ND 16.8 ND ND ND ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.80 0.750 0.750 1.80 0.900 1.80 3.38 0.750 2.25 1.80 1.12 1.80 1.80 3.38 1.80 1.80 0.750 3.38 33.8 2.25 2.25 14.6 10/04/18 SB011 (18"-24")Client ID: 09/24/18 10:55Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-22Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 04:39 KB EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 84%Percent Solids: MDL 0.353 0.335 0.213 0.683 0.404 0.634 1.01 0.308 0.788 0.464 0.563 0.416 0.642 1.45 0.425 0.602 0.357 1.05 9.45 0.627 0.594 5.96 A A A A A A A A A A A A B A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 178 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 80 68 82 59 30-150 30-150 30-150 30-150 Acceptance Criteria B B A A Surrogate % Recovery Qualifier Column 10/04/18 SB011 (18"-24")Client ID: 09/24/18 10:55Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-22Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 179 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result E E P Dilution Factor ND ND ND ND ND ND ND 2.62 ND ND 14.4 361 5.64 447 ND ND 4.37 ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.91 0.794 0.794 1.91 0.953 1.91 3.57 0.794 2.38 1.91 1.19 1.91 1.91 3.57 1.91 1.91 0.794 3.57 35.7 2.38 2.38 15.5 10/04/18 SB012 (0-2")Client ID: 09/24/18 11:10Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-23Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 04:52 KB EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 83%Percent Solids: MDL 0.373 0.355 0.226 0.723 0.427 0.671 1.07 0.326 0.834 0.491 0.596 0.441 0.680 1.53 0.450 0.637 0.378 1.11 10.0 0.664 0.629 6.31 A A A A A A A B A A A A B A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 180 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 89 84 91 84 30-150 30-150 30-150 30-150 Acceptance Criteria B B A A Surrogate % Recovery Qualifier Column 10/04/18 SB012 (0-2")Client ID: 09/24/18 11:10Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-23Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 181 of 298 4,4'-DDE 4,4'-DDT Parameter Result Dilution Factor 335 445 ug/kg ug/kg 10 10 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 19.1 35.7 10/04/18 SB012 (0-2")Client ID: 09/24/18 11:10Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-23Lab ID: Field Prep:Not Specified D Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/03/18 16:43 SL EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 83%Percent Solids: MDL 4.41 15.3 B A Column Sample Depth: Serial_No:10041820:19 Page 182 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result JPI P J J Dilution Factor ND ND ND ND ND ND ND 1.32 ND 1.13 6.55 59.9 0.903 47.4 ND ND 0.496 ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.73 0.721 0.721 1.73 0.865 1.73 3.24 0.721 2.16 1.73 1.08 1.73 1.73 3.24 1.73 1.73 0.721 3.24 32.4 2.16 2.16 14.0 10/04/18 SB012 (18"-24")Client ID: 09/24/18 11:15Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-24Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 05:05 KB EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 Cleanup Date:09/30/18 87%Percent Solids: MDL 0.339 0.322 0.205 0.656 0.388 0.609 0.973 0.296 0.757 0.446 0.541 0.400 0.617 1.39 0.409 0.578 0.343 1.01 9.08 0.603 0.571 5.73 A A A A A A A A A B A A B A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 183 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 72 65 78 73 30-150 30-150 30-150 30-150 Acceptance Criteria B B A A Surrogate % Recovery Qualifier Column 10/04/18 SB012 (18"-24")Client ID: 09/24/18 11:15Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-24Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 184 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.014 0.029 0.029 0.143 0.143 0.014 0.014 0.143 10/04/18 FIELD BLANKClient ID: 09/24/18 13:45Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-25Lab ID: Field Prep:Not Specified Matrix:Water Extraction Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 19:29 DGM EPA 3510C Extraction Date:09/27/18 14:46 MDL 0.003 0.003 0.003 0.004 0.002 0.002 0.003 0.003 0.006 0.003 0.003 0.003 0.003 0.003 0.002 0.004 0.003 0.005 0.045 0.005 0.004 0.033 A A A A A A A A A A A A A A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 185 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 86 76 70 59 30-150 30-150 30-150 30-150 Acceptance Criteria A A B B Surrogate % Recovery Qualifier Column 10/04/18 FIELD BLANKClient ID: 09/24/18 13:45Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-25Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 186 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result J Dilution Factor ND ND ND ND ND ND ND ND ND ND ND ND ND 0.013 ND ND ND ND ND ND ND ND ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.014 0.029 0.029 0.143 0.143 0.014 0.014 0.143 10/04/18 EQUIPMENT BLANKClient ID: 09/24/18 13:55Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-26Lab ID: Field Prep:Not Specified Matrix:Water Extraction Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 19:41 DGM EPA 3510C Extraction Date:09/27/18 14:46 MDL 0.003 0.003 0.003 0.004 0.002 0.002 0.003 0.003 0.006 0.003 0.003 0.003 0.003 0.003 0.002 0.004 0.003 0.005 0.045 0.005 0.004 0.033 A A A A A A A A A A A A A A A A A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 187 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 88 66 73 52 30-150 30-150 30-150 30-150 Acceptance Criteria A A B B Surrogate % Recovery Qualifier Column 10/04/18 EQUIPMENT BLANKClient ID: 09/24/18 13:55Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-26Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 188 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result J PI P E P E PI Dilution Factor ND ND ND ND ND ND 1.81 6.98 ND ND 30.1 439 14.5 537 ND 2.34 2.41 ND ND ND ND ND ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 1.94 0.808 0.808 1.94 0.970 1.94 3.64 0.808 2.42 1.94 1.21 1.94 1.94 3.64 1.94 1.94 0.808 3.64 36.4 2.42 2.42 15.8 10/04/18 DUP001Client ID: 09/24/18 00:00Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-28Lab ID: Field Prep:Not Specified Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/02/18 20:36 KB EPA 3546 EPA 3620B Extraction Date:09/27/18 19:54 Cleanup Date:09/30/18 79%Percent Solids: MDL 0.380 0.361 0.230 0.736 0.435 0.683 1.09 0.331 0.849 0.500 0.606 0.449 0.692 1.56 0.458 0.648 0.385 1.13 10.2 0.676 0.640 6.43 A A A A A A A A A A B B B B A B A A A A A A Column Sample Depth: Serial_No:10041820:19 Page 189 of 298 Parameter Result Dilution FactorQualifierUnitsRL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 85 103 50 62 30-150 30-150 30-150 30-150 Acceptance Criteria B B A A Surrogate % Recovery Qualifier Column 10/04/18 DUP001Client ID: 09/24/18 00:00Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-28Lab ID: Field Prep:Not Specified MDL Column Sample Depth: Serial_No:10041820:19 Page 190 of 298 4,4'-DDE 4,4'-DDT Parameter Result Dilution Factor 390 425 ug/kg ug/kg 5 5 Qualifier Units RL Organochlorine Pesticides by GC - Westborough Lab SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 9.70 18.2 10/04/18 DUP001Client ID: 09/24/18 00:00Date Collected: 09/24/18Date Received: SOUTHOLD, NYSample Location: L1838178-28Lab ID: Field Prep:Not Specified D Matrix:Soil Extraction Method: Cleanup Method: Analytical Method: Analytical Date: Analyst: 1,8081B 10/03/18 12:24 DGM EPA 3546 EPA 3620B Extraction Date:09/27/18 19:54 Cleanup Date:09/30/18 79%Percent Solids: MDL 2.24 7.80 B B Column Sample Depth: Serial_No:10041820:19 Page 191 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 09/27/18 13:31 1,8081BAnalytical Method: Analytical Date: Extraction Method: Cleanup Method: EPA 3546 EPA 3620B Extraction Date:09/27/18 02:44 10/04/18 Analyst:KEG Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND RL 1.55 0.645 0.645 1.55 0.774 1.55 2.90 0.645 1.94 1.55 0.968 1.55 1.55 2.90 1.55 1.55 0.645 2.90 29.0 1.94 1.94 12.6 ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg UnitsQualifier Organochlorine Pesticides by GC - Westborough Lab for sample(s): 28 Batch: WG1161323-1 Cleanup Date:09/27/18 MDL 0.303 0.288 0.183 0.587 0.347 0.545 0.871 0.264 0.677 0.399 0.484 0.358 0.552 1.24 0.366 0.517 0.307 0.903 8.13 0.539 0.511 5.13 Column A A A A A A A A A A A A A A A A A A A A A A Serial_No:10041820:19 Page 192 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 09/27/18 13:31 1,8081BAnalytical Method: Analytical Date: Extraction Method: Cleanup Method: EPA 3546 EPA 3620B Extraction Date:09/27/18 02:44 10/04/18 Analyst:KEG Parameter Result RLUnitsQualifier Organochlorine Pesticides by GC - Westborough Lab for sample(s): 28 Batch: WG1161323-1 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 86 89 79 62 30-150 30-150 30-150 30-150 Surrogate %Recovery Qualifier Column Acceptance Criteria Cleanup Date:09/27/18 MDL Column B B A A Serial_No:10041820:19 Page 193 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 09/29/18 22:34 1,8081BAnalytical Method: Analytical Date: Extraction Method:EPA 3510C Extraction Date:09/27/18 14:46 10/04/18 Analyst:JW Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND RL 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.014 0.029 0.029 0.143 0.143 0.014 0.014 0.143 ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l UnitsQualifier Organochlorine Pesticides by GC - Westborough Lab for sample(s): 25-26 Batch: WG1161644-1 MDL 0.003 0.003 0.003 0.004 0.002 0.002 0.003 0.003 0.006 0.003 0.003 0.003 0.003 0.003 0.002 0.004 0.003 0.005 0.045 0.005 0.004 0.033 Column A A A A A A A A A A A A A A A A A A A A A A Serial_No:10041820:19 Page 194 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 09/29/18 22:34 1,8081BAnalytical Method: Analytical Date: Extraction Method:EPA 3510C Extraction Date:09/27/18 14:46 10/04/18 Analyst:JW Parameter Result RLUnitsQualifier Organochlorine Pesticides by GC - Westborough Lab for sample(s): 25-26 Batch: WG1161644-1 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 75 66 75 62 30-150 30-150 30-150 30-150 Surrogate %Recovery Qualifier Column Acceptance Criteria MDL Column A A B B Serial_No:10041820:19 Page 195 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/01/18 23:46 1,8081BAnalytical Method: Analytical Date: Extraction Method: Cleanup Method: EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 10/04/18 Analyst:KB Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor Toxaphene cis-Chlordane trans-Chlordane Chlordane Parameter Result ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND RL 1.51 0.628 0.628 1.51 0.754 1.51 2.83 0.628 1.88 1.51 0.942 1.51 1.51 2.83 1.51 1.51 0.628 2.83 28.3 1.88 1.88 12.2 ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg UnitsQualifier Organochlorine Pesticides by GC - Westborough Lab for sample(s): 01-06,11-24 Batch: WG1161748-1 Cleanup Date:09/30/18 MDL 0.295 0.281 0.178 0.572 0.338 0.531 0.848 0.258 0.660 0.388 0.471 0.349 0.538 1.21 0.356 0.504 0.299 0.879 7.91 0.525 0.497 4.99 Column A A A A A A A A A A A A A A A A A A A A A A Serial_No:10041820:19 Page 196 of 298 Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/01/18 23:46 1,8081BAnalytical Method: Analytical Date: Extraction Method: Cleanup Method: EPA 3546 EPA 3620B Extraction Date:09/27/18 20:33 10/04/18 Analyst:KB Parameter Result RLUnitsQualifier Organochlorine Pesticides by GC - Westborough Lab for sample(s): 01-06,11-24 Batch: WG1161748-1 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 78 78 88 71 30-150 30-150 30-150 30-150 Surrogate %Recovery Qualifier Column Acceptance Criteria Cleanup Date:09/30/18 MDL Column B B A A Serial_No:10041820:19 Page 197 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor cis-Chlordane trans-Chlordane 83 81 85 82 65 82 91 89 77 85 92 92 93 89 84 88 90 91 73 95 85 81 85 88 66 82 88 88 70 76 92 91 91 87 83 84 84 88 75 96 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 2 0 0 7 2 0 3 1 10 11 0 1 2 2 1 5 7 3 3 1 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Organochlorine Pesticides by GC - Westborough Lab Associated sample(s): 28 Batch: WG1161323-2 WG1161323-3 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Qual Qual Qual Column A A A A A A A A A A A A A A A A A A A A Serial_No:10041820:19 Page 198 of 298 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Organochlorine Pesticides by GC - Westborough Lab Associated sample(s): 28 Batch: WG1161323-2 WG1161323-3 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 86 89 80 75 30-150 30-150 30-150 30-150 B B A A 89 90 84 81 Surrogate Qual Column%Recovery Qual%Recovery LCS LCSD 10/04/18 Acceptance Criteria Qual Qual Qual Serial_No:10041820:19 Page 199 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor cis-Chlordane trans-Chlordane 68 68 67 74 72 72 78 77 73 83 79 74 76 78 76 78 79 87 72 72 71 74 74 80 79 78 84 82 78 87 84 80 81 82 81 82 82 92 76 80 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 4 9 10 8 9 8 7 7 6 4 7 7 6 6 6 5 3 6 6 10 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Organochlorine Pesticides by GC - Westborough Lab Associated sample(s): 25-26 Batch: WG1161644-2 WG1161644-3 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Qual Qual Qual Column A A A A A A A A A A A A A A A A A A A A Serial_No:10041820:19 Page 200 of 298 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Organochlorine Pesticides by GC - Westborough Lab Associated sample(s): 25-26 Batch: WG1161644-2 WG1161644-3 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 69 71 67 65 30-150 30-150 30-150 30-150 A A B B 73 80 73 73 Surrogate Qual Column%Recovery Qual%Recovery LCS LCSD 10/04/18 Acceptance Criteria Qual Qual Qual Serial_No:10041820:19 Page 201 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor cis-Chlordane trans-Chlordane 91 88 98 85 99 85 86 96 80 96 98 84 95 96 85 94 99 117 70 84 76 80 85 81 91 76 72 84 74 85 86 76 85 86 76 82 91 98 62 73 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 18 10 14 5 8 11 18 13 8 12 13 10 11 11 11 14 8 18 12 14 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Organochlorine Pesticides by GC - Westborough Lab Associated sample(s): 01-06,11-24 Batch: WG1161748-2 WG1161748-3 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Qual Qual Qual Column A A A A A A A A A A A A A A A A A A A A Serial_No:10041820:19 Page 202 of 298 Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Organochlorine Pesticides by GC - Westborough Lab Associated sample(s): 01-06,11-24 Batch: WG1161748-2 WG1161748-3 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 83 82 90 75 30-150 30-150 30-150 30-150 B B A A 76 77 80 57 Surrogate Qual Column%Recovery Qual%Recovery LCS LCSD 10/04/18 Acceptance Criteria Qual Qual Qual Serial_No:10041820:19 Page 203 of 298 Delta-BHC Lindane Alpha-BHC Beta-BHC Heptachlor Aldrin Heptachlor epoxide Endrin Endrin aldehyde Endrin ketone Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT Endosulfan I Endosulfan II Endosulfan sulfate Methoxychlor cis-Chlordane trans-Chlordane ND ND ND ND ND ND ND 2.82 1.38J 1.96 15.7 76.7 1.02J 82.5 ND ND 0.677J ND ND ND 27.7 28.2 31.2 28.9 30.7 26.6 25.6 32.5 23.3 27.9 50.0 117 27.7 120 26.2 27.8 28.0 36.4 21.5 25.0 72 73 81 75 80 69 66 77 60 67 89 104 72 97 68 72 73 94 56 65 26.8 26.9 29.8 26.6 29.8 25.1 24.6 30.9 22.7 27.2 47.0 108 26.6 115 24.9 26.5 27.5 34.9 20.2 22.8 70 70 78 70 78 66 64 73 59 66 82 82 70 85 65 69 72 91 53 60 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 30-150 3 5 5 8 3 6 4 5 3 3 6 8 4 4 5 5 2 4 6 9 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 Parameter Native Sample MS Found MS %Recovery MSD Found MSD %Recovery RPD RPD Limits Organochlorine Pesticides by GC - Westborough Lab Associated sample(s): 01-06,11-24 QC Batch ID: WG1161748-4 WG1161748-5 QC Sample: L1838178-18 Client ID: SB009 (18"-24") 38.6 38.6 38.6 38.6 38.6 38.6 38.6 38.6 38.6 38.6 38.6 38.6 38.6 38.6 38.6 38.6 38.6 38.6 38.6 38.6 MS Added Matrix Spike Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Recovery LimitsQualQual Qual Column A A A A A A A A A B A A B A A A A A A A Serial_No:10041820:19 Page 204 of 298 Parameter Native Sample MS Found MS %Recovery MSD Found MSD %Recovery RPD RPD Limits Organochlorine Pesticides by GC - Westborough Lab Associated sample(s): 01-06,11-24 QC Batch ID: WG1161748-4 WG1161748-5 QC Sample: L1838178-18 Client ID: SB009 (18"-24") MS Added Matrix Spike Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 2,4,5,6-Tetrachloro-m-xylene Decachlorobiphenyl 70 63 71 56 30-150 30-150 30-150 30-150 B B A A Surrogate % Recovery Acceptance CriteriaQualifier Column 74 65 74 57 % Recovery Qualifier MS MSD Recovery LimitsQualQual Qual Serial_No:10041820:19 Page 205 of 298 METALS Serial_No:10041820:19 Page 206 of 298 FF Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB001 (0-2")Client ID: 09/24/18 12:40Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-01Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J 10900 ND 31.2 49.9 0.243 0.324 1640 15.1 3.45 14.6 11500 53.7 1600 137 0.436 5.61 604 0.459 ND 51.5 ND 21.5 31.5 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 9.00 4.50 0.900 0.900 0.450 0.900 9.00 0.900 1.80 0.900 4.50 4.50 9.00 0.900 0.073 2.25 225 1.80 0.900 180 1.80 0.900 4.50 10/02/18 23:32 10/02/18 23:32 10/02/18 23:32 10/02/18 23:32 10/02/18 23:32 10/02/18 23:32 10/02/18 23:32 10/02/18 23:32 10/02/18 23:32 10/02/18 23:32 10/02/18 23:32 10/02/18 23:32 10/02/18 23:32 10/02/18 23:32 10/02/18 20:27 10/02/18 23:32 10/02/18 23:32 10/02/18 23:32 10/02/18 23:32 10/02/18 23:32 10/02/18 23:32 10/02/18 23:32 10/02/18 23:32 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D LC LC LC LC LC LC LC LC LC LC LC LC LC LC EA LC LC LC LC LC LC LC LC 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 10/02/18 04:30 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 87% MDL 2.43 0.342 0.187 0.156 0.030 0.088 3.15 0.086 0.149 0.232 0.812 0.241 1.38 0.143 0.016 0.218 13.0 0.232 0.255 2.83 0.283 0.183 0.264 Sample Depth: Serial_No:10041820:19 Page 207 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB001 (3'-4')Client ID: 09/24/18 12:50Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-02Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J 13100 ND 10.9 44.6 0.235 0.226 408 13.3 4.23 6.84 11600 11.4 1400 171 0.075 5.87 348 0.340 ND 33.7 ND 22.2 26.2 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 8.71 4.36 0.871 0.871 0.436 0.871 8.71 0.871 1.74 0.871 4.36 4.36 8.71 0.871 0.069 2.18 218 1.74 0.871 174 1.74 0.871 4.36 10/03/18 00:00 10/03/18 00:00 10/03/18 00:00 10/03/18 00:00 10/03/18 00:00 10/03/18 00:00 10/03/18 00:00 10/03/18 00:00 10/03/18 00:00 10/03/18 00:00 10/03/18 00:00 10/03/18 00:00 10/03/18 00:00 10/03/18 00:00 10/02/18 20:29 10/03/18 00:00 10/03/18 00:00 10/03/18 00:00 10/03/18 00:00 10/03/18 00:00 10/03/18 00:00 10/03/18 00:00 10/03/18 00:00 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D LC LC LC LC LC LC LC LC LC LC LC LC LC LC EA LC LC LC LC LC LC LC LC 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 10/02/18 04:30 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 91% MDL 2.35 0.331 0.181 0.152 0.029 0.085 3.05 0.084 0.145 0.225 0.787 0.233 1.34 0.138 0.015 0.211 12.5 0.225 0.246 2.74 0.274 0.177 0.255 Sample Depth: Serial_No:10041820:19 Page 208 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB002 (0-2")Client ID: 09/24/18 13:10Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-03Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J 11300 ND 34.5 30.9 0.232 0.295 614 14.4 3.42 13.0 11600 38.1 1440 94.7 0.334 5.66 414 ND ND 42.2 ND 22.5 24.1 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 8.94 4.47 0.894 0.894 0.447 0.894 8.94 0.894 1.79 0.894 4.47 4.47 8.94 0.894 0.071 2.23 223 1.79 0.894 179 1.79 0.894 4.47 10/03/18 00:04 10/03/18 00:04 10/03/18 00:04 10/03/18 00:04 10/03/18 00:04 10/03/18 00:04 10/03/18 00:04 10/03/18 00:04 10/03/18 00:04 10/03/18 00:04 10/03/18 00:04 10/03/18 00:04 10/03/18 00:04 10/03/18 00:04 10/02/18 20:30 10/03/18 00:04 10/03/18 00:04 10/03/18 00:04 10/03/18 00:04 10/03/18 00:04 10/03/18 00:04 10/03/18 00:04 10/03/18 00:04 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D LC LC LC LC LC LC LC LC LC LC LC LC LC LC EA LC LC LC LC LC LC LC LC 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 10/02/18 04:30 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 89% MDL 2.41 0.340 0.186 0.156 0.030 0.088 3.13 0.086 0.148 0.231 0.807 0.240 1.38 0.142 0.015 0.216 12.9 0.231 0.253 2.82 0.282 0.181 0.262 Sample Depth: Serial_No:10041820:19 Page 209 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB002 (3'-4')Client ID: 09/24/18 13:20Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-04Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J 11900 ND 5.20 20.5 0.084 0.376 235 15.1 7.81 7.59 19400 5.36 2010 170 0.016 6.53 458 ND ND 34.4 ND 26.0 19.2 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 8.35 4.18 0.835 0.835 0.418 0.835 8.35 0.835 1.67 0.835 4.18 4.18 8.35 0.835 0.068 2.09 209 1.67 0.835 167 1.67 0.835 4.18 10/03/18 00:09 10/03/18 00:09 10/03/18 00:09 10/03/18 00:09 10/03/18 00:09 10/03/18 00:09 10/03/18 00:09 10/03/18 00:09 10/03/18 00:09 10/03/18 00:09 10/03/18 00:09 10/03/18 00:09 10/03/18 00:09 10/03/18 00:09 10/02/18 20:32 10/03/18 00:09 10/03/18 00:09 10/03/18 00:09 10/03/18 00:09 10/03/18 00:09 10/03/18 00:09 10/03/18 00:09 10/03/18 00:09 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D LC LC LC LC LC LC LC LC LC LC LC LC LC LC EA LC LC LC LC LC LC LC LC 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 10/02/18 04:30 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 93% MDL 2.26 0.317 0.174 0.145 0.028 0.082 2.92 0.080 0.139 0.216 0.754 0.224 1.29 0.133 0.014 0.202 12.0 0.216 0.236 2.63 0.263 0.170 0.245 Sample Depth: Serial_No:10041820:19 Page 210 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB003 (0-2")Client ID: 09/24/18 12:20Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-05Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J 11700 ND 36.2 39.5 0.226 0.301 612 15.3 3.38 86.4 12400 39.6 1420 101 0.312 5.44 344 0.592 ND 26.7 ND 23.2 35.4 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 9.40 4.70 0.940 0.940 0.470 0.940 9.40 0.940 1.88 0.940 4.70 4.70 9.40 0.940 0.075 2.35 235 1.88 0.940 188 1.88 0.940 4.70 10/03/18 00:13 10/03/18 00:13 10/03/18 00:13 10/03/18 00:13 10/03/18 00:13 10/03/18 00:13 10/03/18 00:13 10/03/18 00:13 10/03/18 00:13 10/03/18 00:13 10/03/18 00:13 10/03/18 00:13 10/03/18 00:13 10/03/18 00:13 10/02/18 20:38 10/03/18 00:13 10/03/18 00:13 10/03/18 00:13 10/03/18 00:13 10/03/18 00:13 10/03/18 00:13 10/03/18 00:13 10/03/18 00:13 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D LC LC LC LC LC LC LC LC LC LC LC LC LC LC EA LC LC LC LC LC LC LC LC 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 10/02/18 04:30 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 84% MDL 2.54 0.357 0.196 0.164 0.031 0.092 3.29 0.090 0.156 0.243 0.849 0.252 1.45 0.150 0.016 0.228 13.5 0.243 0.266 2.96 0.296 0.191 0.276 Sample Depth: Serial_No:10041820:19 Page 211 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB003 (3'-4')Client ID: 09/24/18 12:30Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-06Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J J 4450 ND 2.90 7.66 0.119 0.156 55.7 6.28 6.43 4.97 8990 2.82 750 241 ND 3.38 213 ND ND 9.56 ND 10.9 8.72 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 9.15 4.57 0.915 0.915 0.457 0.915 9.15 0.915 1.83 0.915 4.57 4.57 9.15 0.915 0.075 2.29 229 1.83 0.915 183 1.83 0.915 4.57 10/03/18 00:18 10/03/18 00:18 10/03/18 00:18 10/03/18 00:18 10/03/18 00:18 10/03/18 00:18 10/03/18 00:18 10/03/18 00:18 10/03/18 00:18 10/03/18 00:18 10/03/18 00:18 10/03/18 00:18 10/03/18 00:18 10/03/18 00:18 10/02/18 20:40 10/03/18 00:18 10/03/18 00:18 10/03/18 00:18 10/03/18 00:18 10/03/18 00:18 10/03/18 00:18 10/03/18 00:18 10/03/18 00:18 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D LC LC LC LC LC LC LC LC LC LC LC LC LC LC EA LC LC LC LC LC LC LC LC 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 10/02/18 04:30 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 84% MDL 2.47 0.348 0.190 0.159 0.030 0.090 3.20 0.088 0.152 0.236 0.826 0.245 1.41 0.145 0.016 0.221 13.2 0.236 0.259 2.88 0.288 0.186 0.268 Sample Depth: Serial_No:10041820:19 Page 212 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB004 (0-2")Client ID: 09/24/18 11:25Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-07Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J 10600 ND 33.6 32.1 0.214 0.298 864 14.4 3.59 11.8 11700 38.1 1500 118 0.291 5.44 562 0.308 ND 34.3 ND 22.1 25.2 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 9.33 4.66 0.933 0.933 0.466 0.933 9.33 0.933 1.86 0.933 4.66 4.66 9.33 0.933 0.075 2.33 233 1.86 0.933 186 1.86 0.933 4.66 10/03/18 00:22 10/03/18 00:22 10/03/18 00:22 10/03/18 00:22 10/03/18 00:22 10/03/18 00:22 10/03/18 00:22 10/03/18 00:22 10/03/18 00:22 10/03/18 00:22 10/03/18 00:22 10/03/18 00:22 10/03/18 00:22 10/03/18 00:22 10/02/18 20:42 10/03/18 00:22 10/03/18 00:22 10/03/18 00:22 10/03/18 00:22 10/03/18 00:22 10/03/18 00:22 10/03/18 00:22 10/03/18 00:22 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D LC LC LC LC LC LC LC LC LC LC LC LC LC LC EA LC LC LC LC LC LC LC LC 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 10/02/18 04:30 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 84% MDL 2.52 0.354 0.194 0.162 0.031 0.091 3.26 0.090 0.155 0.241 0.842 0.250 1.44 0.148 0.016 0.226 13.4 0.241 0.264 2.94 0.294 0.189 0.273 Sample Depth: Serial_No:10041820:19 Page 213 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB004 (3'-4')Client ID: 09/24/18 11:35Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-08Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J 2020 ND 1.53 4.22 ND ND 31.2 4.59 2.36 2.66 3510 1.81 354 68.1 ND 2.42 130 ND ND 5.53 ND 5.38 4.80 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 7.94 3.97 0.794 0.794 0.397 0.794 7.94 0.794 1.59 0.794 3.97 3.97 7.94 0.794 0.064 1.98 198 1.59 0.794 159 1.59 0.794 3.97 10/03/18 00:27 10/03/18 00:27 10/03/18 00:27 10/03/18 00:27 10/03/18 00:27 10/03/18 00:27 10/03/18 00:27 10/03/18 00:27 10/03/18 00:27 10/03/18 00:27 10/03/18 00:27 10/03/18 00:27 10/03/18 00:27 10/03/18 00:27 10/02/18 20:43 10/03/18 00:27 10/03/18 00:27 10/03/18 00:27 10/03/18 00:27 10/03/18 00:27 10/03/18 00:27 10/03/18 00:27 10/03/18 00:27 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D LC LC LC LC LC LC LC LC LC LC LC LC LC LC EA LC LC LC LC LC LC LC LC 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 10/02/18 04:30 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 98% MDL 2.14 0.302 0.165 0.138 0.026 0.078 2.78 0.076 0.132 0.205 0.717 0.213 1.22 0.126 0.014 0.192 11.4 0.205 0.225 2.50 0.250 0.161 0.233 Sample Depth: Serial_No:10041820:19 Page 214 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB005 (0-2")Client ID: 09/24/18 11:45Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-09Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J 13500 ND 43.9 41.3 0.288 0.315 696 17.0 3.30 20.8 14400 43.2 1620 106 0.292 5.52 544 0.594 ND 29.3 ND 26.1 24.3 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 8.99 4.50 0.899 0.899 0.450 0.899 8.99 0.899 1.80 0.899 4.50 4.50 8.99 0.899 0.074 2.25 225 1.80 0.899 180 1.80 0.899 4.50 10/03/18 00:32 10/03/18 00:32 10/03/18 00:32 10/03/18 00:32 10/03/18 00:32 10/03/18 00:32 10/03/18 00:32 10/03/18 00:32 10/03/18 00:32 10/03/18 00:32 10/03/18 00:32 10/03/18 00:32 10/03/18 00:32 10/03/18 00:32 10/02/18 20:45 10/03/18 00:32 10/03/18 00:32 10/03/18 00:32 10/03/18 00:32 10/03/18 00:32 10/03/18 00:32 10/03/18 00:32 10/03/18 00:32 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D LC LC LC LC LC LC LC LC LC LC LC LC LC LC EA LC LC LC LC LC LC LC LC 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 10/02/18 04:30 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 86% MDL 2.43 0.342 0.187 0.156 0.030 0.088 3.15 0.086 0.149 0.232 0.812 0.241 1.38 0.143 0.016 0.218 12.9 0.232 0.254 2.83 0.283 0.182 0.263 Sample Depth: Serial_No:10041820:19 Page 215 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB005 (3'-4')Client ID: 09/24/18 11:55Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-10Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J J 2230 ND 1.68 4.70 0.031 0.078 47.6 3.58 4.92 3.02 3680 2.02 393 147 ND 2.26 123 ND ND 5.75 ND 5.75 5.39 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 7.76 3.88 0.776 0.776 0.388 0.776 7.76 0.776 1.55 0.776 3.88 3.88 7.76 0.776 0.064 1.94 194 1.55 0.776 155 1.55 0.776 3.88 10/03/18 00:55 10/03/18 00:55 10/03/18 00:55 10/03/18 00:55 10/03/18 00:55 10/03/18 00:55 10/03/18 00:55 10/03/18 00:55 10/03/18 00:55 10/03/18 00:55 10/03/18 00:55 10/03/18 00:55 10/03/18 00:55 10/03/18 00:55 10/02/18 20:47 10/03/18 00:55 10/03/18 00:55 10/03/18 00:55 10/03/18 00:55 10/03/18 00:55 10/03/18 00:55 10/03/18 00:55 10/03/18 00:55 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D LC LC LC LC LC LC LC LC LC LC LC LC LC LC EA LC LC LC LC LC LC LC LC 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 10/02/18 04:30 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 98% MDL 2.09 0.295 0.161 0.135 0.026 0.076 2.71 0.074 0.129 0.200 0.700 0.208 1.19 0.123 0.014 0.188 11.2 0.200 0.219 2.44 0.244 0.157 0.227 Sample Depth: Serial_No:10041820:19 Page 216 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB006 (0-2")Client ID: 09/24/18 12:05Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-11Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J 12400 ND 29.2 37.6 0.222 0.278 890 14.8 4.15 11.4 13800 28.3 1690 146 0.242 5.62 492 0.408 ND 31.8 ND 24.1 23.5 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 9.27 4.64 0.927 0.927 0.464 0.927 9.27 0.927 1.85 0.927 4.64 4.64 9.27 0.927 0.076 2.32 232 1.85 0.927 185 1.85 0.927 4.64 10/03/18 01:00 10/03/18 01:00 10/03/18 01:00 10/03/18 01:00 10/03/18 01:00 10/03/18 01:00 10/03/18 01:00 10/03/18 01:00 10/03/18 01:00 10/03/18 01:00 10/03/18 01:00 10/03/18 01:00 10/03/18 01:00 10/03/18 01:00 10/02/18 20:49 10/03/18 01:00 10/03/18 01:00 10/03/18 01:00 10/03/18 01:00 10/03/18 01:00 10/03/18 01:00 10/03/18 01:00 10/03/18 01:00 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D LC LC LC LC LC LC LC LC LC LC LC LC LC LC EA LC LC LC LC LC LC LC LC 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 10/02/18 04:30 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 83% MDL 2.50 0.352 0.193 0.161 0.031 0.091 3.24 0.089 0.154 0.239 0.837 0.248 1.43 0.147 0.016 0.224 13.4 0.239 0.262 2.92 0.292 0.188 0.272 Sample Depth: Serial_No:10041820:19 Page 217 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB006 (18"-24")Client ID: 09/24/18 12:10Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-12Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J J 6660 ND 2.90 10.6 0.054 0.205 198 11.8 5.05 5.76 12100 3.83 1220 124 ND 4.83 296 0.321 ND 20.0 ND 19.5 13.5 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 8.93 4.46 0.893 0.893 0.446 0.893 8.93 0.893 1.78 0.893 4.46 4.46 8.93 0.893 0.070 2.23 223 1.78 0.893 178 1.78 0.893 4.46 10/03/18 01:04 10/03/18 01:04 10/03/18 01:04 10/03/18 01:04 10/03/18 01:04 10/03/18 01:04 10/03/18 01:04 10/03/18 01:04 10/03/18 01:04 10/03/18 01:04 10/03/18 01:04 10/03/18 01:04 10/03/18 01:04 10/03/18 01:04 10/02/18 20:51 10/03/18 01:04 10/03/18 01:04 10/03/18 01:04 10/03/18 01:04 10/03/18 01:04 10/03/18 01:04 10/03/18 01:04 10/03/18 01:04 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D LC LC LC LC LC LC LC LC LC LC LC LC LC LC EA LC LC LC LC LC LC LC LC 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 10/02/18 04:30 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 89% MDL 2.41 0.339 0.186 0.155 0.030 0.088 3.12 0.086 0.148 0.230 0.806 0.239 1.38 0.142 0.015 0.216 12.8 0.230 0.253 2.81 0.281 0.181 0.262 Sample Depth: Serial_No:10041820:19 Page 218 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB007 (0-2")Client ID: 09/24/18 13:30Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-13Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J 7910 ND 21.1 30.4 0.201 0.221 916 10.8 2.71 7.86 9100 30.8 1120 118 0.286 4.06 367 0.451 ND 27.9 ND 17.0 18.8 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 9.59 4.80 0.959 0.959 0.480 0.959 9.59 0.959 1.92 0.959 4.80 4.80 9.59 0.959 0.077 2.40 240 1.92 0.959 192 1.92 0.959 4.80 10/03/18 01:09 10/03/18 01:09 10/03/18 01:09 10/03/18 01:09 10/03/18 01:09 10/03/18 01:09 10/03/18 01:09 10/03/18 01:09 10/03/18 01:09 10/03/18 01:09 10/03/18 01:09 10/03/18 01:09 10/03/18 01:09 10/03/18 01:09 10/02/18 20:53 10/03/18 01:09 10/03/18 01:09 10/03/18 01:09 10/03/18 01:09 10/03/18 01:09 10/03/18 01:09 10/03/18 01:09 10/03/18 01:09 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D LC LC LC LC LC LC LC LC LC LC LC LC LC LC EA LC LC LC LC LC LC LC LC 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 10/02/18 04:30 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 82% MDL 2.59 0.364 0.200 0.167 0.032 0.094 3.36 0.092 0.159 0.247 0.866 0.257 1.48 0.152 0.016 0.232 13.8 0.247 0.271 3.02 0.302 0.195 0.281 Sample Depth: Serial_No:10041820:19 Page 219 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB007 (18"-24")Client ID: 09/24/18 13:35Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-14Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J J 14000 ND 7.38 28.3 0.189 0.279 307 15.3 5.87 6.16 15800 7.85 1760 174 0.042 6.79 336 0.604 ND 32.6 ND 26.3 23.6 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 9.01 4.51 0.901 0.901 0.451 0.901 9.01 0.901 1.80 0.901 4.51 4.51 9.01 0.901 0.073 2.25 225 1.80 0.901 180 1.80 0.901 4.51 10/03/18 01:13 10/03/18 01:13 10/03/18 01:13 10/03/18 01:13 10/03/18 01:13 10/03/18 01:13 10/03/18 01:13 10/03/18 01:13 10/03/18 01:13 10/03/18 01:13 10/03/18 01:13 10/03/18 01:13 10/03/18 01:13 10/03/18 01:13 10/02/18 20:55 10/03/18 01:13 10/03/18 01:13 10/03/18 01:13 10/03/18 01:13 10/03/18 01:13 10/03/18 01:13 10/03/18 01:13 10/03/18 01:13 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D LC LC LC LC LC LC LC LC LC LC LC LC LC LC EA LC LC LC LC LC LC LC LC 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 10/02/18 04:30 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 86% MDL 2.43 0.342 0.187 0.157 0.030 0.088 3.15 0.087 0.150 0.232 0.814 0.242 1.39 0.143 0.015 0.218 13.0 0.232 0.255 2.84 0.284 0.183 0.264 Sample Depth: Serial_No:10041820:19 Page 220 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB008 (0-2")Client ID: 09/24/18 13:00Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-15Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J 11600 ND 26.6 38.2 0.220 0.307 887 14.0 4.35 10.5 12600 31.3 1660 165 0.175 5.90 427 0.268 ND 31.3 ND 23.4 29.7 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 9.59 4.79 0.959 0.959 0.479 0.959 9.59 0.959 1.92 0.959 4.79 4.79 9.59 0.959 0.079 2.40 240 1.92 0.959 192 1.92 0.959 4.79 10/03/18 01:18 10/03/18 01:18 10/03/18 01:18 10/03/18 01:18 10/03/18 01:18 10/03/18 01:18 10/03/18 01:18 10/03/18 01:18 10/03/18 01:18 10/03/18 01:18 10/03/18 01:18 10/03/18 01:18 10/03/18 01:18 10/03/18 01:18 10/02/18 21:00 10/03/18 01:18 10/03/18 01:18 10/03/18 01:18 10/03/18 01:18 10/03/18 01:18 10/03/18 01:18 10/03/18 01:18 10/03/18 01:18 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D LC LC LC LC LC LC LC LC LC LC LC LC LC LC EA LC LC LC LC LC LC LC LC 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 10/02/18 04:30 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 80% MDL 2.59 0.364 0.199 0.167 0.032 0.094 3.36 0.092 0.159 0.247 0.866 0.257 1.48 0.152 0.017 0.232 13.8 0.247 0.271 3.02 0.302 0.195 0.281 Sample Depth: Serial_No:10041820:19 Page 221 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB008 (18"-24")Client ID: 09/24/18 13:05Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-16Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J J 15600 ND 5.52 30.3 0.286 0.238 485 15.3 4.38 4.39 15000 6.85 1710 114 0.043 6.12 340 0.324 ND 36.0 ND 27.5 17.8 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 9.52 4.76 0.952 0.952 0.476 0.952 9.52 0.952 1.90 0.952 4.76 4.76 9.52 0.952 0.077 2.38 238 1.90 0.952 190 1.90 0.952 4.76 10/03/18 01:23 10/03/18 01:23 10/03/18 01:23 10/03/18 01:23 10/03/18 01:23 10/03/18 01:23 10/03/18 01:23 10/03/18 01:23 10/03/18 01:23 10/03/18 01:23 10/03/18 01:23 10/03/18 01:23 10/03/18 01:23 10/03/18 01:23 10/02/18 21:02 10/03/18 01:23 10/03/18 01:23 10/03/18 01:23 10/03/18 01:23 10/03/18 01:23 10/03/18 01:23 10/03/18 01:23 10/03/18 01:23 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D LC LC LC LC LC LC LC LC LC LC LC LC LC LC EA LC LC LC LC LC LC LC LC 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 10/02/18 04:30 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 83% MDL 2.57 0.362 0.198 0.166 0.031 0.093 3.33 0.091 0.158 0.246 0.860 0.255 1.47 0.151 0.016 0.230 13.7 0.246 0.270 3.00 0.300 0.193 0.279 Sample Depth: Serial_No:10041820:19 Page 222 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB009 (0-2")Client ID: 09/24/18 10:00Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-17Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J 14000 ND 42.8 91.6 0.314 0.589 2260 17.2 4.31 33.3 14900 128 1800 240 0.357 6.51 619 0.903 ND 43.7 ND 26.6 149 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 9.82 4.91 0.982 0.982 0.491 0.982 9.82 0.982 1.96 0.982 4.91 4.91 9.82 0.982 0.080 2.45 245 1.96 0.982 196 1.96 0.982 4.91 10/03/18 01:27 10/03/18 01:27 10/03/18 01:27 10/03/18 01:27 10/03/18 01:27 10/03/18 01:27 10/03/18 01:27 10/03/18 01:27 10/03/18 01:27 10/03/18 01:27 10/03/18 01:27 10/03/18 01:27 10/03/18 01:27 10/03/18 01:27 10/02/18 21:04 10/03/18 01:27 10/03/18 01:27 10/03/18 01:27 10/03/18 01:27 10/03/18 01:27 10/03/18 01:27 10/03/18 01:27 10/03/18 01:27 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D LC LC LC LC LC LC LC LC LC LC LC LC LC LC EA LC LC LC LC LC LC LC LC 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 10/02/18 04:30 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 78% MDL 2.65 0.373 0.204 0.171 0.032 0.096 3.44 0.094 0.163 0.253 0.886 0.263 1.51 0.156 0.017 0.238 14.1 0.253 0.278 3.09 0.309 0.199 0.288 Sample Depth: Serial_No:10041820:19 Page 223 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB009 (18"-24")Client ID: 09/24/18 10:15Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-18Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J 16300 ND 16.4 41.5 0.179 0.376 732 18.0 6.94 13.9 20400 25.0 2210 219 0.094 7.36 514 0.527 ND 42.5 ND 32.3 53.3 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 9.41 4.70 0.941 0.941 0.470 0.941 9.41 0.941 1.88 0.941 4.70 4.70 9.41 0.941 0.076 2.35 235 1.88 0.941 188 1.88 0.941 4.70 10/02/18 23:14 10/02/18 23:14 10/02/18 23:14 10/02/18 23:14 10/02/18 23:14 10/02/18 23:14 10/02/18 23:14 10/02/18 23:14 10/02/18 23:14 10/02/18 23:14 10/02/18 23:14 10/02/18 23:14 10/02/18 23:14 10/02/18 23:14 10/02/18 20:19 10/02/18 23:14 10/02/18 23:14 10/02/18 23:14 10/02/18 23:14 10/02/18 23:14 10/02/18 23:14 10/02/18 23:14 10/02/18 23:14 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D LC LC LC LC LC LC LC LC LC LC LC LC LC LC EA LC LC LC LC LC LC LC LC 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 10/02/18 04:30 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 83% MDL 2.54 0.358 0.196 0.164 0.031 0.092 3.29 0.090 0.156 0.243 0.850 0.252 1.45 0.150 0.016 0.228 13.6 0.243 0.266 2.96 0.296 0.191 0.276 Sample Depth: Serial_No:10041820:19 Page 224 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB010 (0-2")Client ID: 09/24/18 10:35Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-19Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J 12200 ND 41.8 37.9 0.257 0.303 619 15.4 3.61 14.9 12800 37.8 1530 99.7 0.721 5.71 379 0.349 ND 26.7 ND 24.7 24.1 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 9.19 4.59 0.919 0.919 0.459 0.919 9.19 0.919 1.84 0.919 4.59 4.59 9.19 0.919 0.076 2.30 230 1.84 0.919 184 1.84 0.919 4.59 10/03/18 01:51 10/03/18 01:51 10/03/18 01:51 10/03/18 01:51 10/03/18 01:51 10/03/18 01:51 10/03/18 01:51 10/03/18 01:51 10/03/18 01:51 10/03/18 01:51 10/03/18 01:51 10/03/18 01:51 10/03/18 01:51 10/03/18 01:51 10/02/18 21:06 10/03/18 01:51 10/03/18 01:51 10/03/18 01:51 10/03/18 01:51 10/03/18 01:51 10/03/18 01:51 10/03/18 01:51 10/03/18 01:51 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D LC LC LC LC LC LC LC LC LC LC LC LC LC LC EA LC LC LC LC LC LC LC LC 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 10/02/18 04:30 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 83% MDL 2.48 0.349 0.191 0.160 0.030 0.090 3.22 0.088 0.152 0.237 0.830 0.246 1.42 0.146 0.016 0.222 13.2 0.237 0.260 2.89 0.289 0.186 0.269 Sample Depth: Serial_No:10041820:19 Page 225 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB010 (18"-24")Client ID: 09/24/18 10:40Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-20Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J J 13300 ND 5.18 22.6 0.164 0.276 210 14.6 5.84 7.27 15500 5.75 1930 165 0.021 6.89 381 0.328 ND 27.4 ND 25.3 21.2 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 8.63 4.31 0.863 0.863 0.431 0.863 8.63 0.863 1.72 0.863 4.31 4.31 8.63 0.863 0.071 2.16 216 1.72 0.863 172 1.72 0.863 4.31 10/03/18 01:55 10/03/18 01:55 10/03/18 01:55 10/03/18 01:55 10/03/18 01:55 10/03/18 01:55 10/03/18 01:55 10/03/18 01:55 10/03/18 01:55 10/03/18 01:55 10/03/18 01:55 10/03/18 01:55 10/03/18 01:55 10/03/18 01:55 10/02/18 21:08 10/03/18 01:55 10/03/18 01:55 10/03/18 01:55 10/03/18 01:55 10/03/18 01:55 10/03/18 01:55 10/03/18 01:55 10/03/18 01:55 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D LC LC LC LC LC LC LC LC LC LC LC LC LC LC EA LC LC LC LC LC LC LC LC 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 10/02/18 04:30 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 90% MDL 2.33 0.328 0.179 0.150 0.029 0.085 3.02 0.083 0.143 0.223 0.779 0.231 1.33 0.137 0.015 0.209 12.4 0.223 0.244 2.72 0.272 0.175 0.253 Sample Depth: Serial_No:10041820:19 Page 226 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB011 (0-2")Client ID: 09/24/18 10:50Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-21Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J J 10200 1.98 29.0 30.2 0.436 0.300 700 12.6 3.36 12.7 12000 37.1 1420 113 0.162 5.40 361 0.291 ND 64.3 ND 21.4 22.5 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 9.08 4.54 0.908 0.908 0.454 0.908 9.08 0.908 1.82 0.908 4.54 4.54 9.08 0.908 0.075 2.27 227 1.82 0.908 182 1.82 0.908 4.54 10/02/18 09:55 10/02/18 09:55 10/02/18 09:55 10/02/18 09:55 10/02/18 09:55 10/02/18 09:55 10/02/18 09:55 10/02/18 09:55 10/02/18 09:55 10/02/18 09:55 10/02/18 09:55 10/02/18 09:55 10/02/18 09:55 10/02/18 09:55 10/02/18 21:36 10/02/18 09:55 10/02/18 09:55 10/02/18 09:55 10/02/18 09:55 10/02/18 09:55 10/02/18 09:55 10/02/18 09:55 10/02/18 09:55 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D AB AB AB AB AB AB AB AB AB AB AB AB AB AB EA AB AB AB AB AB AB AB AB 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 10/02/18 05:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 84% MDL 2.45 0.345 0.189 0.158 0.030 0.089 3.18 0.087 0.151 0.234 0.820 0.243 1.40 0.144 0.016 0.220 13.1 0.234 0.257 2.86 0.286 0.184 0.266 Sample Depth: Serial_No:10041820:19 Page 227 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB011 (18"-24")Client ID: 09/24/18 10:55Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-22Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J J 15200 0.819 5.69 26.1 0.488 0.294 324 16.5 6.13 8.29 15100 8.78 2350 141 0.026 8.84 363 0.506 ND 37.8 ND 29.5 22.7 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 9.20 4.60 0.920 0.920 0.460 0.920 9.20 0.920 1.84 0.920 4.60 4.60 9.20 0.920 0.076 2.30 230 1.84 0.920 184 1.84 0.920 4.60 10/02/18 18:18 10/02/18 18:18 10/02/18 18:18 10/02/18 18:18 10/02/18 18:18 10/02/18 18:18 10/02/18 18:18 10/02/18 18:18 10/02/18 18:18 10/02/18 18:18 10/02/18 18:18 10/02/18 18:18 10/02/18 18:18 10/02/18 18:18 10/02/18 21:38 10/02/18 18:18 10/02/18 18:18 10/02/18 18:18 10/02/18 18:18 10/02/18 18:18 10/02/18 18:18 10/02/18 18:18 10/02/18 18:18 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D AB AB AB AB AB AB AB AB AB AB AB AB AB AB EA AB AB AB AB AB AB AB AB 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 10/02/18 05:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 84% MDL 2.48 0.350 0.191 0.160 0.030 0.090 3.22 0.088 0.153 0.237 0.831 0.247 1.42 0.146 0.016 0.223 13.2 0.237 0.260 2.90 0.290 0.187 0.270 Sample Depth: Serial_No:10041820:19 Page 228 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB012 (0-2")Client ID: 09/24/18 11:10Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-23Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J J 11200 0.762 33.5 31.4 0.455 0.288 903 13.7 3.99 13.6 12900 34.8 1650 119 0.202 6.46 394 0.566 ND 29.8 ND 23.5 24.5 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 9.29 4.64 0.929 0.929 0.464 0.929 9.29 0.929 1.86 0.929 4.64 4.64 9.29 0.929 0.078 2.32 232 1.86 0.929 186 1.86 0.929 4.64 10/02/18 18:23 10/02/18 18:23 10/02/18 18:23 10/02/18 18:23 10/02/18 18:23 10/02/18 18:23 10/02/18 18:23 10/02/18 18:23 10/02/18 18:23 10/02/18 18:23 10/02/18 18:23 10/02/18 18:23 10/02/18 18:23 10/02/18 18:23 10/02/18 21:40 10/02/18 18:23 10/02/18 18:23 10/02/18 18:23 10/02/18 18:23 10/02/18 18:23 10/02/18 18:23 10/02/18 18:23 10/02/18 18:23 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D AB AB AB AB AB AB AB AB AB AB AB AB AB AB EA AB AB AB AB AB AB AB AB 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 10/02/18 05:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 83% MDL 2.51 0.353 0.193 0.162 0.031 0.091 3.25 0.089 0.154 0.240 0.839 0.249 1.43 0.148 0.016 0.225 13.4 0.240 0.263 2.92 0.292 0.188 0.272 Sample Depth: Serial_No:10041820:19 Page 229 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS SB012 (18"-24")Client ID: 09/24/18 11:15Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-24Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J J 13400 1.14 12.3 24.0 0.516 0.288 300 15.2 7.44 11.4 18600 9.94 2030 209 0.021 8.04 342 1.13 ND 33.1 ND 27.5 22.1 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 8.74 4.37 0.874 0.874 0.437 0.874 8.74 0.874 1.75 0.874 4.37 4.37 8.74 0.874 0.073 2.19 219 1.75 0.874 175 1.75 0.874 4.37 10/02/18 18:27 10/02/18 18:27 10/02/18 18:27 10/02/18 18:27 10/02/18 18:27 10/02/18 18:27 10/02/18 18:27 10/02/18 18:27 10/02/18 18:27 10/02/18 18:27 10/02/18 18:27 10/02/18 18:27 10/02/18 18:27 10/02/18 18:27 10/02/18 21:45 10/02/18 18:27 10/02/18 18:27 10/02/18 18:27 10/02/18 18:27 10/02/18 18:27 10/02/18 18:27 10/02/18 18:27 10/02/18 18:27 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D AB AB AB AB AB AB AB AB AB AB AB AB AB AB EA AB AB AB AB AB AB AB AB 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 10/02/18 05:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 87% MDL 2.36 0.332 0.182 0.152 0.029 0.086 3.06 0.084 0.145 0.226 0.790 0.234 1.35 0.139 0.015 0.212 12.6 0.226 0.247 2.75 0.275 0.178 0.256 Sample Depth: Serial_No:10041820:19 Page 230 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS FIELD BLANKClient ID: 09/24/18 13:45Date Collected: 09/24/18Date Received: Matrix:Water SOUTHOLD, NYSample Location: L1838178-25Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J ND 0.018 ND ND ND ND 0.065 ND ND ND ND ND ND ND ND ND ND ND ND 0.205 ND ND ND mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.100 0.050 0.005 0.010 0.005 0.005 0.100 0.010 0.020 0.010 0.050 0.010 0.100 0.010 0.00020 0.025 2.50 0.010 0.007 2.00 0.020 0.010 0.050 10/03/18 08:57 10/03/18 08:57 10/03/18 08:57 10/03/18 08:57 10/03/18 08:57 10/03/18 08:57 09/26/18 15:46 10/03/18 08:57 10/03/18 08:57 10/03/18 08:57 10/03/18 08:57 10/03/18 08:57 09/26/18 15:46 10/03/18 08:57 09/26/18 13:11 10/03/18 08:57 10/03/18 08:57 10/03/18 08:57 10/03/18 08:57 10/03/18 08:57 10/03/18 08:57 10/03/18 08:57 10/03/18 08:57 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7470A 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D PE PE PE PE PE PE LC PE PE PE PE PE LC PE MG PE PE PE PE PE PE PE PE 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/25/18 15:48 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 7470A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A Prep MethodMDL 0.032 0.007 0.002 0.002 0.001 0.001 0.035 0.002 0.002 0.002 0.009 0.003 0.015 0.002 0.00006 0.002 0.237 0.004 0.003 0.120 0.003 0.002 0.002 Sample Depth: Serial_No:10041820:19 Page 231 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS EQUIPMENT BLANKClient ID: 09/24/18 13:55Date Collected: 09/24/18Date Received: Matrix:Water SOUTHOLD, NYSample Location: L1838178-26Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J ND 0.008 ND ND ND ND 0.058 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.100 0.050 0.005 0.010 0.005 0.005 0.100 0.010 0.020 0.010 0.050 0.010 0.100 0.010 0.00020 0.025 2.50 0.010 0.007 2.00 0.020 0.010 0.050 10/03/18 09:18 10/03/18 09:18 10/03/18 09:18 10/03/18 09:18 10/03/18 09:18 10/03/18 09:18 10/03/18 09:18 10/03/18 09:18 10/03/18 09:18 10/03/18 09:18 10/03/18 09:18 10/03/18 09:18 10/03/18 09:18 10/03/18 09:18 09/26/18 13:34 10/03/18 09:18 10/03/18 09:18 10/03/18 09:18 10/03/18 09:18 10/03/18 09:18 10/03/18 09:18 10/03/18 09:18 10/03/18 09:18 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7470A 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D PE PE PE PE PE PE PE PE PE PE PE PE PE PE MG PE PE PE PE PE PE PE PE 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/25/18 15:48 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 7470A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A EPA 3005A Prep MethodMDL 0.032 0.007 0.002 0.002 0.001 0.001 0.035 0.002 0.002 0.002 0.009 0.003 0.015 0.002 0.00006 0.002 0.237 0.004 0.003 0.120 0.003 0.002 0.002 Sample Depth: Serial_No:10041820:19 Page 232 of 298 Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 SAMPLE RESULTS DUP001Client ID: 09/24/18 00:00Date Collected: 09/24/18Date Received: Matrix:Soil SOUTHOLD, NYSample Location: L1838178-28Lab ID: Field Prep:Not Specified Parameter Result Dilution FactorQualifierUnitsRL Date Analyzed Analytical Method Analyst Date Prepared Total Metals - Mansfield Lab Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Mercury, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J J J J 12200 1.28 41.4 81.9 0.501 0.619 2040 16.4 4.31 31.6 13500 137 1780 217 0.288 7.54 608 0.943 ND 43.2 ND 24.9 179 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 9.83 4.91 0.983 0.983 0.491 0.983 9.83 0.983 1.96 0.983 4.91 4.91 9.83 0.983 0.080 2.46 246 1.96 0.983 196 1.96 0.983 4.91 10/02/18 18:32 10/02/18 18:32 10/02/18 18:32 10/02/18 18:32 10/02/18 18:32 10/02/18 18:32 10/02/18 18:32 10/02/18 18:32 10/02/18 18:32 10/02/18 18:32 10/02/18 18:32 10/02/18 18:32 10/02/18 18:32 10/02/18 18:32 10/02/18 21:47 10/02/18 18:32 10/02/18 18:32 10/02/18 18:32 10/02/18 18:32 10/02/18 18:32 10/02/18 18:32 10/02/18 18:32 10/02/18 18:32 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D AB AB AB AB AB AB AB AB AB AB AB AB AB AB EA AB AB AB AB AB AB AB AB 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 10/02/18 05:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 7471B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B EPA 3050B Prep Method Percent Solids: 79% MDL 2.65 0.373 0.204 0.171 0.032 0.096 3.44 0.094 0.163 0.254 0.887 0.263 1.51 0.156 0.017 0.238 14.2 0.254 0.278 3.10 0.310 0.200 0.288 Sample Depth: Serial_No:10041820:19 Page 233 of 298 FF Parameter Parameter Result Result Dilution Factor Dilution Factor Qualifier Qualifier Units Units RL RL Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Date Analyzed Date Analyzed Analytical Method Analytical Method Analyst Analyst Date Prepared Date Prepared 10/04/18 Mercury, Total Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total J ND ND ND ND ND ND ND 0.253 ND ND ND ND 0.008 ND ND ND ND ND ND ND ND ND ND mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.00020 0.100 0.050 0.005 0.010 0.005 0.005 0.100 0.010 0.020 0.010 0.050 0.010 0.100 0.010 0.025 2.50 0.010 0.007 2.00 0.020 0.010 0.050 09/26/18 13:08 10/03/18 08:48 10/03/18 08:48 10/03/18 08:48 10/03/18 08:48 10/03/18 08:48 10/03/18 08:48 09/26/18 15:37 10/03/18 08:48 10/03/18 08:48 10/03/18 08:48 10/03/18 08:48 10/03/18 08:48 09/26/18 15:37 10/03/18 08:48 10/03/18 08:48 10/03/18 08:48 10/03/18 08:48 10/03/18 08:48 10/03/18 08:48 10/03/18 08:48 10/03/18 08:48 10/03/18 08:48 1,7470A 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D MG PE PE PE PE PE PE LC PE PE PE PE PE LC PE PE PE PE PE PE PE PE PE 09/25/18 15:48 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 09/26/18 08:25 Total Metals - Mansfield Lab for sample(s): 25-26 Batch: WG1160698-1 Total Metals - Mansfield Lab for sample(s): 25-26 Batch: WG1160945-1 EPA 7470ADigestion Method: Prep Information MDL MDL 0.00006 0.032 0.007 0.002 0.002 0.001 0.001 0.035 0.002 0.002 0.002 0.009 0.003 0.015 0.002 0.002 0.237 0.004 0.003 0.120 0.003 0.002 0.002 Serial_No:10041820:19 Page 234 of 298 Parameter Result Dilution FactorQualifierUnitsRL Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Date Analyzed Analytical Method Analyst Date Prepared 10/04/18 Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.00 2.00 0.400 0.400 0.200 0.400 4.00 0.400 0.800 0.400 2.00 2.00 4.00 0.400 1.00 100 0.800 0.400 80.0 0.800 0.400 2.00 10/02/18 09:46 10/02/18 09:46 10/02/18 09:46 10/02/18 09:46 10/02/18 09:46 10/02/18 09:46 10/02/18 09:46 10/02/18 09:46 10/02/18 09:46 10/02/18 09:46 10/02/18 09:46 10/02/18 09:46 10/02/18 09:46 10/02/18 09:46 10/02/18 09:46 10/02/18 09:46 10/02/18 09:46 10/02/18 09:46 10/02/18 09:46 10/02/18 09:46 10/02/18 09:46 10/02/18 09:46 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 09/28/18 20:00 Total Metals - Mansfield Lab for sample(s): 21-24,28 Batch: WG1162150-1 EPA 3005A EPA 3050B Digestion Method: Digestion Method: Prep Information Prep Information MDL 1.08 0.152 0.083 0.070 0.013 0.039 1.40 0.038 0.066 0.103 0.361 0.107 0.616 0.064 0.097 5.76 0.103 0.113 1.26 0.126 0.081 0.117 Serial_No:10041820:19 Page 235 of 298 Parameter Parameter Result Result Dilution Factor Dilution Factor Qualifier Qualifier Units Units RL RL Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Date Analyzed Date Analyzed Analytical Method Analytical Method Analyst Analyst Date Prepared Date Prepared 10/04/18 Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total Zinc, Total Mercury, Total J ND ND ND ND ND ND ND ND ND ND ND ND ND 0.080 ND ND ND ND ND ND ND ND ND mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.00 2.00 0.400 0.400 0.200 0.400 4.00 0.400 0.800 0.400 2.00 2.00 4.00 0.400 1.00 100 0.800 0.400 80.0 0.800 0.400 2.00 0.083 10/02/18 23:04 10/02/18 23:04 10/02/18 23:04 10/02/18 23:04 10/02/18 23:04 10/02/18 23:04 10/02/18 23:04 10/02/18 23:04 10/02/18 23:04 10/02/18 23:04 10/02/18 23:04 10/02/18 23:04 10/02/18 23:04 10/02/18 23:04 10/02/18 23:04 10/02/18 23:04 10/02/18 23:04 10/02/18 23:04 10/02/18 23:04 10/02/18 23:04 10/02/18 23:04 10/02/18 23:04 10/02/18 20:15 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,6010D 1,7471B LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC EA 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 09/28/18 18:50 10/02/18 04:30 Total Metals - Mansfield Lab for sample(s): 01-20 Batch: WG1162154-1 Total Metals - Mansfield Lab for sample(s): 01-20 Batch: WG1162973-1 EPA 3050BDigestion Method: Prep Information MDL MDL 1.08 0.152 0.083 0.070 0.013 0.039 1.40 0.038 0.066 0.103 0.361 0.107 0.616 0.064 0.097 5.76 0.103 0.113 1.26 0.126 0.081 0.117 0.018 Serial_No:10041820:19 Page 236 of 298 Parameter Result Dilution FactorQualifierUnitsRL Method Blank Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Date Analyzed Analytical Method Analyst Date Prepared 10/04/18 Mercury, Total ND mg/kg 10.083 10/02/18 21:10 1,7471B EA10/02/18 05:00 Total Metals - Mansfield Lab for sample(s): 21-24,28 Batch: WG1162974-1 EPA 7471B EPA 7471B Digestion Method: Digestion Method: Prep Information Prep Information MDL 0.018 Serial_No:10041820:19 Page 237 of 298 Mercury, Total 102 -80-120 - Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Total Metals - Mansfield Lab Associated sample(s): 25-26 Batch: WG1160698-2 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Qual Qual Qual Serial_No:10041820:19 Page 238 of 298 Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total 100 96 111 98 100 109 98 100 100 97 103 107 100 98 100 101 112 115 102 107 104 - - - - - - - - - - - - - - - - - - - - - 80-120 80-120 80-120 80-120 80-120 80-120 80-120 80-120 80-120 80-120 80-120 80-120 80-120 80-120 80-120 80-120 80-120 80-120 80-120 80-120 80-120 - - - - - - - - - - - - - - - - - - - - - Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Total Metals - Mansfield Lab Associated sample(s): 25-26 Batch: WG1160945-2 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Serial_No:10041820:19 Page 239 of 298 Zinc, Total 106 -80-120 - Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Total Metals - Mansfield Lab Associated sample(s): 25-26 Batch: WG1160945-2 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Serial_No:10041820:19 Page 240 of 298 Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total 75 135 95 86 89 103 84 89 97 93 91 97 86 86 97 74 95 88 92 102 90 - - - - - - - - - - - - - - - - - - - - - 49-150 1-199 83-117 83-118 83-116 83-118 82-118 83-117 84-116 84-116 61-139 82-118 76-124 82-118 83-117 70-130 79-121 80-120 74-126 81-119 80-120 - - - - - - - - - - - - - - - - - - - - - Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Total Metals - Mansfield Lab Associated sample(s): 21-24,28 Batch: WG1162150-2 SRM Lot Number: D102-540 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Serial_No:10041820:19 Page 241 of 298 Zinc, Total 98 -81-118 - Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Total Metals - Mansfield Lab Associated sample(s): 21-24,28 Batch: WG1162150-2 SRM Lot Number: D102-540 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Serial_No:10041820:19 Page 242 of 298 Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total 68 123 91 89 95 106 86 90 92 94 85 89 85 88 93 78 94 90 96 102 90 - - - - - - - - - - - - - - - - - - - - - 49-150 1-199 83-117 83-118 83-116 83-118 82-118 83-117 84-116 84-116 61-139 82-118 76-124 82-118 83-117 70-130 79-121 80-120 74-126 81-119 80-120 - - - - - - - - - - - - - - - - - - - - - Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Total Metals - Mansfield Lab Associated sample(s): 01-20 Batch: WG1162154-2 SRM Lot Number: D102-540 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Serial_No:10041820:19 Page 243 of 298 Zinc, Total Mercury, Total Mercury, Total 90 97 104 - - - 81-118 65-134 65-134 - - - Parameter LCS %Recovery LCSD %Recovery %Recovery Limits RPD RPD Limits Total Metals - Mansfield Lab Associated sample(s): 01-20 Batch: WG1162154-2 SRM Lot Number: D102-540 Total Metals - Mansfield Lab Associated sample(s): 01-20 Batch: WG1162973-2 SRM Lot Number: D102-540 Total Metals - Mansfield Lab Associated sample(s): 21-24,28 Batch: WG1162974-2 SRM Lot Number: D102-540 Lab Control Sample Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Serial_No:10041820:19 Page 244 of 298 Mercury, Total ND 0.00464 93 --75-125 -20 Parameter Native Sample MS Found MS %Recovery MSD Found MSD %Recovery Recovery Limits RPD RPD Limits Total Metals - Mansfield Lab Associated sample(s): 25-26 QC Batch ID: WG1160698-3 QC Sample: L1838178-25 Client ID: FIELD BLANK 0.005 MS Added Matrix Spike Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Qual Qual Qual Serial_No:10041820:19 Page 245 of 298 Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total ND 0.018J ND ND ND ND 0.065J ND ND ND ND ND ND ND ND ND ND ND 0.205J ND ND 2.01 0.485 0.134 1.96 0.050 0.055 9.82 0.200 0.502 0.244 1.03 0.549 9.72 0.489 0.500 10.0 0.135 0.056 10.3 0.124 0.518 100 97 112 98 100 109 98 100 100 98 103 108 97 98 100 100 112 113 103 103 104 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 - - - - - - - - - - - - - - - - - - - - - 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 Parameter Native Sample MS Found MS %Recovery MSD Found MSD %Recovery Recovery Limits RPD RPD Limits Total Metals - Mansfield Lab Associated sample(s): 25-26 QC Batch ID: WG1160945-3 QC Sample: L1838178-25 Client ID: FIELD BLANK 2 0.5 0.12 2 0.05 0.051 10 0.2 0.5 0.25 1 0.51 10 0.5 0.5 10 0.12 0.05 10 0.12 0.5 MS Added Matrix Spike Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Serial_No:10041820:19 Page 246 of 298 Zinc, Total ND 0.531 106 --75-125 -20 Parameter Native Sample MS Found MS %Recovery MSD Found MSD %Recovery Recovery Limits RPD RPD Limits Total Metals - Mansfield Lab Associated sample(s): 25-26 QC Batch ID: WG1160945-3 QC Sample: L1838178-25 Client ID: FIELD BLANK 0.5 MS Added Matrix Spike Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Serial_No:10041820:19 Page 247 of 298 Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total 10200 1.98J 29.0 30.2 0.436J 0.300J 700. 12.6 3.36 12.7 12000 37.1 1420 113. 5.40 361. 0.291J ND 64.3J ND 21.4 12200 32.9 41.2 210 4.94 5.00 1810 32.6 46.9 35.0 13100 85.7 2510 166 48.2 1340 10.9 29.0 980 9.69 70.6 1080 71 109 97 106 105 119 108 94 96 1180 102 117 114 92 105 98 104 105 87 106 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 - - - - - - - - - - - - - - - - - - - - - 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 Parameter Native Sample MS Found MS %Recovery MSD Found MSD %Recovery Recovery Limits RPD RPD Limits Total Metals - Mansfield Lab Associated sample(s): 21-24,28 QC Batch ID: WG1162150-3 QC Sample: L1838178-21 Client ID: SB011 (0-2") 186 46.5 11.2 186 4.65 4.74 930 18.6 46.5 23.2 93 47.4 930 46.5 46.5 930 11.2 27.9 930 11.2 46.5 MS Added Matrix Spike Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Q Q Q Serial_No:10041820:19 Page 248 of 298 Zinc, Total 22.5 71.2 105 --75-125 -20 Parameter Native Sample MS Found MS %Recovery MSD Found MSD %Recovery Recovery Limits RPD RPD Limits Total Metals - Mansfield Lab Associated sample(s): 21-24,28 QC Batch ID: WG1162150-3 QC Sample: L1838178-21 Client ID: SB011 (0-2") 46.5 MS Added Matrix Spike Analysis Batch Quality ControlProject Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Serial_No:10041820:19 Page 249 of 298 Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total 16300 ND 16.4 41.5 0.179J 0.376J 732. 18.0 6.94 13.9 20400 25.0 2210 219. 7.36 514. 0.527J ND 42.5J ND 32.3 16900 22.6 20.9 213 4.51 4.55 1410 35.8 46.1 32.5 20700 54.4 3090 243 46.5 1400 10.2 28.2 952 8.19 77.1 327 49 41 94 98 97 74 97 85 81 327 63 96 52 85 97 93 102 104 74 98 17000 24.0 26.9 218 4.58 4.80 1490 36.7 48.7 34.2 20800 62.6 3150 260 49.1 1440 11.0 28.9 964 8.41 78.7 368 50 92 93 96 99 80 98 88 85 420 77 99 86 88 97 96 101 101 74 98 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 1 6 25 2 2 5 6 2 5 5 0 14 2 7 5 3 8 2 1 3 2 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 Parameter Native Sample MS Found MS %Recovery MSD Found MSD %Recovery Recovery Limits RPD RPD Limits Total Metals - Mansfield Lab Associated sample(s): 01-20 QC Batch ID: WG1162154-3 WG1162154-4 QC Sample: L1838178-18 Client ID: SB009 (18"- 24") 183 45.8 11 183 4.58 4.68 917 18.3 45.8 22.9 91.7 46.8 917 45.8 45.8 917 11 27.5 917 11 45.8 MS Added Matrix Spike Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Q Q Q Q Q Q Q Q Q Q Q Q Q Serial_No:10041820:19 Page 250 of 298 Zinc, Total Mercury, Total Mercury, Total 53.3 0.094 ND 86.2 0.209 0.103 72 76 79 93.0 0.222 - 83 84 - 75-125 80-120 80-120 8 6 - 20 20 20 Parameter Native Sample MS Found MS %Recovery MSD Found MSD %Recovery Recovery Limits RPD RPD Limits Total Metals - Mansfield Lab Associated sample(s): 01-20 QC Batch ID: WG1162154-3 WG1162154-4 QC Sample: L1838178-18 Client ID: SB009 (18"- 24") Total Metals - Mansfield Lab Associated sample(s): 01-20 QC Batch ID: WG1162973-3 WG1162973-4 QC Sample: L1838178-18 Client ID: SB009 (18"- 24") Total Metals - Mansfield Lab Associated sample(s): 21-24,28 QC Batch ID: WG1162974-3 QC Sample: L1838173-01 Client ID: MS Sample 45.8 0.152 0.131 MS Added Matrix Spike Analysis Batch Quality Control Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 10/04/18 Q Q Q Serial_No:10041820:19 Page 251 of 298 Mercury, Total Calcium, Total Magnesium, Total ND 0.065J ND ND 0.063J ND mg/l mg/l mg/l NC NC NC 20 20 20 Units RPDParameterNative Sample Duplicate Sample RPD Limits Total Metals - Mansfield Lab Associated sample(s): 25-26 QC Batch ID: WG1160698-4 QC Sample: L1838178-25 Client ID: FIELD BLANK Total Metals - Mansfield Lab Associated sample(s): 25-26 QC Batch ID: WG1160945-4 QC Sample: L1838178-25 Client ID: FIELD BLANK AVG1803 AVG1803 Project Name: Project Number: L1838178Lab Number: Report Date: Lab Duplicate Analysis Batch Quality Control 10/04/18 Qual Serial_No:10041820:19 Page 252 of 298 Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Manganese, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total Thallium, Total Vanadium, Total ND 0.018J ND ND ND ND ND ND ND ND ND ND ND ND ND ND 0.205J ND ND ND 0.020J 0.002J ND ND ND ND ND ND 0.031J ND ND ND ND ND ND 0.189J ND ND mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 Units RPDParameterNative Sample Duplicate Sample RPD Limits Total Metals - Mansfield Lab Associated sample(s): 25-26 QC Batch ID: WG1160945-4 QC Sample: L1838178-25 Client ID: FIELD BLANK AVG1803 AVG1803 Project Name: Project Number: L1838178Lab Number: Report Date: Lab Duplicate Analysis Batch Quality Control 10/04/18 Serial_No:10041820:19 Page 253 of 298 Zinc, Total ND ND mg/l NC 20 Units RPDParameterNative Sample Duplicate Sample RPD Limits Total Metals - Mansfield Lab Associated sample(s): 25-26 QC Batch ID: WG1160945-4 QC Sample: L1838178-25 Client ID: FIELD BLANK AVG1803 AVG1803 Project Name: Project Number: L1838178Lab Number: Report Date: Lab Duplicate Analysis Batch Quality Control 10/04/18 Serial_No:10041820:19 Page 254 of 298 Aluminum, Total Antimony, Total Arsenic, Total Barium, Total Beryllium, Total Cadmium, Total Calcium, Total Chromium, Total Cobalt, Total Copper, Total Iron, Total Lead, Total Magnesium, Total Manganese, Total Nickel, Total Potassium, Total Selenium, Total Silver, Total Sodium, Total 10200 1.98J 29.0 30.2 0.436J 0.300J 700. 12.6 3.36 12.7 12000 37.1 1420 113. 5.40 361. 0.291J ND 64.3J 10600 0.547J 27.8 31.0 0.434J 0.311J 848 13.4 3.50 12.6 11900 38.1 1480 118 5.72 428 0.368J ND 28.9J mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 4 NC 4 3 NC NC 19 6 4 1 1 3 4 4 6 17 NC NC NC 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 Units RPDParameterNative Sample Duplicate Sample RPD Limits Total Metals - Mansfield Lab Associated sample(s): 21-24,28 QC Batch ID: WG1162150-4 QC Sample: L1838178-21 Client ID: SB011 (0-2") AVG1803 AVG1803 Project Name: Project Number: L1838178Lab Number: Report Date: Lab Duplicate Analysis Batch Quality Control 10/04/18 Serial_No:10041820:19 Page 255 of 298 Thallium, Total Vanadium, Total Zinc, Total Mercury, Total ND 21.4 22.5 ND ND 21.8 24.5 ND mg/kg mg/kg mg/kg mg/kg NC 2 9 NC 20 20 20 20 Units RPDParameterNative Sample Duplicate Sample RPD Limits Total Metals - Mansfield Lab Associated sample(s): 21-24,28 QC Batch ID: WG1162150-4 QC Sample: L1838178-21 Client ID: SB011 (0-2") Total Metals - Mansfield Lab Associated sample(s): 21-24,28 QC Batch ID: WG1162974-4 QC Sample: L1838173-01 Client ID: DUP Sample AVG1803 AVG1803 Project Name: Project Number: L1838178Lab Number: Report Date: Lab Duplicate Analysis Batch Quality Control 10/04/18 Serial_No:10041820:19 Page 256 of 298 INORGANICS & MISCELLANEOUS Serial_No:10041820:19 Page 257 of 298 FF SB001 (0-2")Client ID: 09/24/18 12:40Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-01Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 87.3 %10.100 09/25/18 15:51 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 258 of 298 FF SB001 (3'-4')Client ID: 09/24/18 12:50Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-02Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 91.1 %10.100 09/25/18 15:51 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 259 of 298 FF SB002 (0-2")Client ID: 09/24/18 13:10Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-03Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 88.5 %10.100 09/25/18 15:51 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 260 of 298 FF SB002 (3'-4')Client ID: 09/24/18 13:20Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-04Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 92.5 %10.100 09/25/18 15:51 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 261 of 298 FF SB003 (0-2")Client ID: 09/24/18 12:20Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-05Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 84.0 %10.100 09/25/18 15:51 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 262 of 298 FF SB003 (3'-4')Client ID: 09/24/18 12:30Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-06Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 83.7 %10.100 09/25/18 15:51 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 263 of 298 FF SB004 (0-2")Client ID: 09/24/18 11:25Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-07Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 84.0 %10.100 09/25/18 15:51 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 264 of 298 FF SB004 (3'-4')Client ID: 09/24/18 11:35Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-08Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 98.1 %10.100 09/25/18 15:51 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 265 of 298 FF SB005 (0-2")Client ID: 09/24/18 11:45Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-09Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 86.0 %10.100 09/25/18 15:51 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 266 of 298 FF SB005 (3'-4')Client ID: 09/24/18 11:55Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-10Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 97.9 %10.100 09/25/18 15:51 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 267 of 298 FF SB006 (0-2")Client ID: 09/24/18 12:05Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-11Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 83.1 %10.100 09/28/18 12:50 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 268 of 298 FF SB006 (18"-24")Client ID: 09/24/18 12:10Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-12Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 89.1 %10.100 09/28/18 12:50 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 269 of 298 FF SB007 (0-2")Client ID: 09/24/18 13:30Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-13Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 81.7 %10.100 09/28/18 12:50 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 270 of 298 FF SB007 (18"-24")Client ID: 09/24/18 13:35Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-14Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 86.2 %10.100 09/28/18 12:50 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 271 of 298 FF SB008 (0-2")Client ID: 09/24/18 13:00Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-15Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 80.3 %10.100 09/28/18 12:50 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 272 of 298 FF SB008 (18"-24")Client ID: 09/24/18 13:05Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-16Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 83.2 %10.100 09/28/18 12:50 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 273 of 298 FF SB009 (0-2")Client ID: 09/24/18 10:00Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-17Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 78.3 %10.100 09/28/18 12:50 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 274 of 298 FF SB009 (18"-24")Client ID: 09/24/18 10:15Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-18Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 82.5 %10.100 09/28/18 12:50 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 275 of 298 FF SB010 (0-2")Client ID: 09/24/18 10:35Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-19Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 82.5 %10.100 09/28/18 12:50 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 276 of 298 FF SB010 (18"-24")Client ID: 09/24/18 10:40Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-20Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 89.9 %10.100 09/28/18 12:50 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 277 of 298 FF SB011 (0-2")Client ID: 09/24/18 10:50Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-21Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 84.1 %10.100 09/28/18 12:50 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 278 of 298 FF SB011 (18"-24")Client ID: 09/24/18 10:55Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-22Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 84.3 %10.100 09/28/18 12:50 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 279 of 298 FF SB012 (0-2")Client ID: 09/24/18 11:10Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-23Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 82.5 %10.100 09/28/18 12:50 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 280 of 298 FF SB012 (18"-24")Client ID: 09/24/18 11:15Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-24Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 86.9 %10.100 09/28/18 12:50 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 281 of 298 FF DUP001Client ID: 09/24/18 00:00Date Collected: 09/24/18Date Received: Parameter Result Dilution Factor Matrix:Soil SOUTHOLD, NYSample Location: L1838178-28Lab ID: Qualifier Units RL SAMPLE RESULTS Project Name: Project Number: Lab Number: Report Date: AVG1803 AVG1803 L1838178 Field Prep: Date Analyzed Analytical Method Analyst Not Specified General Chemistry - Westborough Lab Solids, Total 79.0 %10.100 09/28/18 12:50 121,2540G RI Date Prepared - 10/04/18 MDL NA Sample Depth: Serial_No:10041820:19 Page 282 of 298 Solids, Total Solids, Total 76.1 82.5 77.0 82.1 % % 1 0 20 20 Units RPDParameterNative Sample Duplicate Sample RPD Limits General Chemistry - Westborough Lab Associated sample(s): 01-10 QC Batch ID: WG1160679-1 QC Sample: L1837852-21 Client ID: DUP Sample General Chemistry - Westborough Lab Associated sample(s): 11-24,28 QC Batch ID: WG1162046-1 QC Sample: L1838178-18 Client ID: SB009 (18"- 24") AVG1803 AVG1803 Project Name: Project Number: L1838178Lab Number: Report Date: Lab Duplicate Analysis Batch Quality Control 10/04/18 Qual Serial_No:10041820:19 Page 283 of 298 *Values in parentheses indicate holding time in days L1838178-01A L1838178-01B L1838178-01C L1838178-01D L1838178-01E L1838178-01F L1838178-01G L1838178-02A L1838178-02B L1838178-02C L1838178-02D L1838178-02E L1838178-02F L1838178-02G L1838178-03A Vial MeOH preserved Vial water preserved Vial water preserved Plastic 2oz unpreserved for TS Metals Only-Glass 60mL/2oz unpreserved Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved Vial MeOH preserved Vial water preserved Vial water preserved Plastic 2oz unpreserved for TS Metals Only-Glass 60mL/2oz unpreserved Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved Vial MeOH preserved B B B B B B B B B B B B B B B NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent A B C Absent Absent Absent Cooler Custody Seal Cooler Information AVG1803 AVG1803 NYTCL-8260HLW(14) NYTCL-8260HLW(14) NYTCL-8260HLW(14) TS(7) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) NYTCL-8270(14),NYTCL-8081(14),NYTCL- 8082(14) NYTCL-8270(14),NYTCL-8081(14),NYTCL- 8082(14) NYTCL-8260HLW(14) NYTCL-8260HLW(14) NYTCL-8260HLW(14) TS(7) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) NYTCL-8270(14),NYTCL-8081(14),NYTCL- 8082(14) NYTCL-8270(14),NYTCL-8081(14),NYTCL- 8082(14) NYTCL-8260HLW(14) Project Name: Project Number: L1838178Lab Number: Report Date: Sample Receipt and Container Information Container ID Container Type Cooler Temp deg C Pres Seal Container Information Analysis(*) 10/04/18 Were project specific reporting limits specified?YES 25-SEP-18 14:10 25-SEP-18 14:10 25-SEP-18 14:10 25-SEP-18 14:10 Frozen Date/Time Final pH Initial pH Serial_No:10041820:19 Page 284 of 298 *Values in parentheses indicate holding time in days L1838178-03B L1838178-03C L1838178-03D L1838178-03E L1838178-03F L1838178-03G L1838178-04A L1838178-04B L1838178-04C L1838178-04D L1838178-04E L1838178-04F L1838178-04G L1838178-05A L1838178-05B L1838178-05C L1838178-05D L1838178-05E L1838178-05F Vial water preserved Vial water preserved Plastic 2oz unpreserved for TS Metals Only-Glass 60mL/2oz unpreserved Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved Vial MeOH preserved Vial water preserved Vial water preserved Plastic 2oz unpreserved for TS Metals Only-Glass 60mL/2oz unpreserved Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved Vial MeOH preserved Vial water preserved Vial water preserved Plastic 2oz unpreserved for TS Metals Only-Glass 60mL/2oz unpreserved Glass 120ml/4oz unpreserved B B B B B B A A A A A A A B B B B B B NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4.4 4.4 4.4 4.4 4.4 4.4 2.9 2.9 2.9 2.9 2.9 2.9 2.9 4.4 4.4 4.4 4.4 4.4 4.4 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent AVG1803 AVG1803 NYTCL-8260HLW(14) NYTCL-8260HLW(14) TS(7) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) NYTCL-8270(14),NYTCL-8081(14),NYTCL- 8082(14) NYTCL-8270(14),NYTCL-8081(14),NYTCL- 8082(14) NYTCL-8260HLW(14) NYTCL-8260HLW(14) NYTCL-8260HLW(14) TS(7) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) NYTCL-8270(14),NYTCL-8081(14),NYTCL- 8082(14) NYTCL-8270(14),NYTCL-8081(14),NYTCL- 8082(14) NYTCL-8260HLW(14) NYTCL-8260HLW(14) NYTCL-8260HLW(14) TS(7) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) NYTCL-8270(14),NYTCL-8081(14),NYTCL- 8082(14) Project Name: Project Number: L1838178Lab Number: Report Date: Container ID Container Type Cooler Temp deg C Pres Seal Container Information Analysis(*) 10/04/18 25-SEP-18 14:10 25-SEP-18 14:10 25-SEP-18 14:10 25-SEP-18 14:10 25-SEP-18 14:10 25-SEP-18 14:10 Frozen Date/Time Final pH Initial pH Serial_No:10041820:19 Page 285 of 298 *Values in parentheses indicate holding time in days L1838178-05G L1838178-06A L1838178-06B L1838178-06C L1838178-06D L1838178-06E L1838178-06F L1838178-06G L1838178-07A L1838178-07B L1838178-07C L1838178-07D L1838178-07E L1838178-07F L1838178-08A L1838178-08B L1838178-08C L1838178-08D L1838178-08E L1838178-08F Glass 120ml/4oz unpreserved Vial MeOH preserved Vial water preserved Vial water preserved Plastic 2oz unpreserved for TS Metals Only-Glass 60mL/2oz unpreserved Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved Vial MeOH preserved Vial water preserved Vial water preserved Plastic 2oz unpreserved for TS Metals Only-Glass 60mL/2oz unpreserved Glass 120ml/4oz unpreserved Vial MeOH preserved Vial water preserved Vial water preserved Plastic 2oz unpreserved for TS Metals Only-Glass 60mL/2oz unpreserved Glass 120ml/4oz unpreserved B B B B B B B B B B B B B B B B B B B B NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent AVG1803 AVG1803 NYTCL-8270(14),NYTCL-8081(14),NYTCL- 8082(14) NYTCL-8260HLW(14) NYTCL-8260HLW(14) NYTCL-8260HLW(14) TS(7) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) NYTCL-8270(14),NYTCL-8081(14),NYTCL- 8082(14) NYTCL-8270(14),NYTCL-8081(14),NYTCL- 8082(14) NYTCL-8260HLW(14) NYTCL-8260HLW(14) NYTCL-8260HLW(14) TS(7) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) NYTCL-8270(14) NYTCL-8260HLW(14) NYTCL-8260HLW(14) NYTCL-8260HLW(14) TS(7) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) NYTCL-8270(14) Project Name: Project Number: L1838178Lab Number: Report Date: Container ID Container Type Cooler Temp deg C Pres Seal Container Information Analysis(*) 10/04/18 25-SEP-18 14:10 25-SEP-18 14:10 25-SEP-18 14:10 25-SEP-18 14:10 25-SEP-18 14:10 25-SEP-18 14:10 Frozen Date/Time Final pH Initial pH Serial_No:10041820:19 Page 286 of 298 *Values in parentheses indicate holding time in days L1838178-09A L1838178-09B L1838178-09C L1838178-09D L1838178-09E L1838178-09F L1838178-10A L1838178-10B L1838178-10C L1838178-10D L1838178-10E L1838178-10F L1838178-11A L1838178-11B L1838178-12A L1838178-12B Vial MeOH preserved Vial water preserved Vial water preserved Plastic 2oz unpreserved for TS Metals Only-Glass 60mL/2oz unpreserved Glass 120ml/4oz unpreserved Vial MeOH preserved Vial water preserved Vial water preserved Plastic 2oz unpreserved for TS Metals Only-Glass 60mL/2oz unpreserved Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved B B B B B B B B B B B B C C C A NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 3.1 3.1 3.1 2.9 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent AVG1803 AVG1803 NYTCL-8260HLW(14) NYTCL-8260HLW(14) NYTCL-8260HLW(14) TS(7) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) NYTCL-8270(14) NYTCL-8260HLW(14) NYTCL-8260HLW(14) NYTCL-8260HLW(14) TS(7) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) NYTCL-8270(14) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) TS(7),NYTCL-8081(14) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) TS(7),NYTCL-8081(14) Project Name: Project Number: L1838178Lab Number: Report Date: Container ID Container Type Cooler Temp deg C Pres Seal Container Information Analysis(*) 10/04/18 25-SEP-18 14:10 25-SEP-18 14:10 25-SEP-18 14:10 25-SEP-18 14:10 Frozen Date/Time Final pH Initial pH Serial_No:10041820:19 Page 287 of 298 *Values in parentheses indicate holding time in days L1838178-13A L1838178-13B L1838178-14A L1838178-14B L1838178-15A L1838178-15B L1838178-16A L1838178-16B L1838178-17A L1838178-17B L1838178-18A Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved Metals Only-Glass 60mL/2oz unpreserved Glass 120ml/4oz unpreserved Metals Only-Glass 60mL/2oz unpreserved A C C A C A A A A A A NA NA NA NA NA NA NA NA NA NA NA 2.9 3.1 3.1 2.9 3.1 2.9 2.9 2.9 2.9 2.9 2.9 Y Y Y Y Y Y Y Y Y Y Y Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent AVG1803 AVG1803 BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) TS(7),NYTCL-8081(14) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) TS(7),NYTCL-8081(14) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) TS(7),NYTCL-8081(14) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) TS(7),NYTCL-8081(14) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) TS(7),NYTCL-8081(14) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) Project Name: Project Number: L1838178Lab Number: Report Date: Container ID Container Type Cooler Temp deg C Pres Seal Container Information Analysis(*) 10/04/18 Frozen Date/Time Final pH Initial pH Serial_No:10041820:19 Page 288 of 298 *Values in parentheses indicate holding time in days L1838178-18A1 L1838178-18A2 L1838178-18B L1838178-18B1 L1838178-18B2 L1838178-19A L1838178-19B L1838178-20A L1838178-20B L1838178-21A L1838178-21B L1838178-22A L1838178-22B Metals Only-Glass 60mL/2oz unpreserved Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved Metals Only-Glass 60mL/2oz unpreserved Glass 120ml/4oz unpreserved Metals Only-Glass 60mL/2oz unpreserved Glass 120ml/4oz unpreserved Metals Only-Glass 60mL/2oz unpreserved Glass 120ml/4oz unpreserved Metals Only-Glass 60mL/2oz unpreserved Glass 120ml/4oz unpreserved A A A A A A A A A A A A A NA NA NA NA NA NA NA NA NA NA NA NA NA 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Y Y Y Y Y Y Y Y Y Y Y Y Y Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent AVG1803 AVG1803 BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) TS(7),NYTCL-8081(14) TS(7),NYTCL-8081(14) TS(7),NYTCL-8081(14) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) TS(7),NYTCL-8081(14) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) TS(7),NYTCL-8081(14) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) TS(7),NYTCL-8081(14) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) TS(7),NYTCL-8081(14) Project Name: Project Number: L1838178Lab Number: Report Date: Container ID Container Type Cooler Temp deg C Pres Seal Container Information Analysis(*) 10/04/18 Frozen Date/Time Final pH Initial pH Serial_No:10041820:19 Page 289 of 298 *Values in parentheses indicate holding time in days L1838178-23A L1838178-23B L1838178-24A L1838178-24B L1838178-25A L1838178-25B L1838178-25C L1838178-25D L1838178-25E L1838178-25F L1838178-25G L1838178-25H L1838178-25I L1838178-25J L1838178-26A L1838178-26B L1838178-26C L1838178-26D L1838178-26E Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved Vial HCl preserved Vial HCl preserved Vial HCl preserved Plastic 250ml HNO3 preserved Amber 120ml unpreserved Amber 120ml unpreserved Amber 120ml unpreserved Amber 120ml unpreserved Amber 250ml unpreserved Amber 250ml unpreserved Vial HCl preserved Vial HCl preserved Vial HCl preserved Plastic 250ml HNO3 preserved Amber 120ml unpreserved A A A A C C C C C C C C C C C C C C C NA NA NA NA NA NA NA <2 7 7 7 7 7 7 NA NA NA <2 7 2.9 2.9 2.9 2.9 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent AVG1803 AVG1803 BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) TS(7),NYTCL-8081(14) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) TS(7),NYTCL-8081(14) NYTCL-8260(14) NYTCL-8260(14) NYTCL-8260(14) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) NYTCL-8081(7) NYTCL-8081(7) NYTCL-8082-LVI(7) NYTCL-8082-LVI(7) NYTCL-8270-LVI(7) NYTCL-8270-LVI(7) NYTCL-8260(14) NYTCL-8260(14) NYTCL-8260(14) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) NYTCL-8081(7) Project Name: Project Number: L1838178Lab Number: Report Date: Container ID Container Type Cooler Temp deg C Pres Seal Container Information Analysis(*) 10/04/18 <2 7 7 7 7 7 7 <2 7 Frozen Date/Time Final pH Initial pH Serial_No:10041820:19 Page 290 of 298 *Values in parentheses indicate holding time in days L1838178-26F L1838178-26G L1838178-26H L1838178-26I L1838178-26J L1838178-27A L1838178-27B L1838178-28A L1838178-28B Amber 120ml unpreserved Amber 120ml unpreserved Amber 120ml unpreserved Amber 250ml unpreserved Amber 250ml unpreserved Vial HCl preserved Vial HCl preserved Glass 120ml/4oz unpreserved Glass 120ml/4oz unpreserved C C C C C C C C C 7 7 7 7 7 NA NA NA NA 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 Y Y Y Y Y Y Y Y Y Absent Absent Absent Absent Absent Absent Absent Absent Absent AVG1803 AVG1803 NYTCL-8081(7) NYTCL-8082-LVI(7) NYTCL-8082-LVI(7) NYTCL-8270-LVI(7) NYTCL-8270-LVI(7) NYTCL-8260(14) NYTCL-8260(14) BE-TI(180),AS-TI(180),BA-TI(180),AG- TI(180),AL-TI(180),CR-TI(180),NI-TI(180),TL- TI(180),CU-TI(180),PB-TI(180),SB-TI(180),SE- TI(180),ZN-TI(180),CO-TI(180),V-TI(180),FE- TI(180),HG-T(28),MG-TI(180),MN-TI(180),CA- TI(180),CD-TI(180),K-TI(180),NA-TI(180) TS(7),NYTCL-8081(14) Project Name: Project Number: L1838178Lab Number: Report Date: Container ID Container Type Cooler Temp deg C Pres Seal Container Information Analysis(*) 10/04/18 7 7 7 7 7 Frozen Date/Time Final pH Initial pH Serial_No:10041820:19 Page 291 of 298 Report Format:DU Report with 'J' Qualifiers GLOSSARY Project Name: Project Number: Lab Number: Report Date: L1838178AVG1803 AVG1803 10/04/18 Acronyms EDL EMPC EPA LCS LCSD LFB MDL MS MSD NA NC NDPA/DPA NI NP RL RPD SRM STLP TEF TEQ TIC Estimated Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the reporting limit (RL). The EDL includes any adjustments from dilutions, concentrations or moisture content, where applicable. The use of EDLs is specific to the analysis of PAHs using Solid-Phase Microextraction (SPME). Estimated Maximum Possible Concentration: The concentration that results from the signal present at the retention time of an analyte when the ions meet all of the identification criteria except the ion abundance ratio criteria. An EMPC is a worst-case estimate of the concentration. Environmental Protection Agency. Laboratory Control Sample: A sample matrix, free from the analytes of interest, spiked with verified known amounts of analytes or a material containing known and verified amounts of analytes. Laboratory Control Sample Duplicate: Refer to LCS. Laboratory Fortified Blank: A sample matrix, free from the analytes of interest, spiked with verified known amounts of analytes or a material containing known and verified amounts of analytes. Method Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the reporting limit (RL). The MDL includes any adjustments from dilutions, concentrations or moisture content, where applicable. Matrix Spike Sample: A sample prepared by adding a known mass of target analyte to a specified amount of matrix sample for which an independent estimate of target analyte concentration is available. Matrix Spike Sample Duplicate: Refer to MS. Not Applicable. Not Calculated: Term is utilized when one or more of the results utilized in the calculation are non-detect at the parameter's reporting unit. N-Nitrosodiphenylamine/Diphenylamine. Not Ignitable. Non-Plastic: Term is utilized for the analysis of Atterberg Limits in soil. Reporting Limit: The value at which an instrument can accurately measure an analyte at a specific concentration. The RL includes any adjustments from dilutions, concentrations or moisture content, where applicable. Relative Percent Difference: The results from matrix and/or matrix spike duplicates are primarily designed to assess the precision of analytical results in a given matrix and are expressed as relative percent difference (RPD). Values which are less than five times the reporting limit for any individual parameter are evaluated by utilizing the absolute difference between the values; although the RPD value will be provided in the report. Standard Reference Material: A reference sample of a known or certified value that is of the same or similar matrix as the associated field samples. Semi-dynamic Tank Leaching Procedure per EPA Method 1315. Toxic Equivalency Factors: The values assigned to each dioxin and furan to evaluate their toxicity relative to 2,3,7,8-TCDD. Toxic Equivalent: The measure of a sample¿s toxicity derived by multiplying each dioxin and furan by its corresponding TEF and then summing the resulting values. Tentatively Identified Compound: A compound that has been identified to be present and is not part of the target compound list (TCL) for the method and/or program. All TICs are qualitatively identified and reported as estimated concentrations. - - - - - - - - - - - - - - - - - - - - - Terms Analytical Method: Both the document from which the method originates and the analytical reference method. (Example: EPA 8260B is shown as 1,8260B.) The codes for the reference method documents are provided in the References section of the Addendum. Final pH: As it pertains to Sample Receipt & Container Information section of the report, Final pH reflects pH of container determined after adjustment at the laboratory, if applicable. If no adjustment required, value reflects Initial pH. Frozen Date/Time: With respect to Volatile Organics in soil, Frozen Date/Time reflects the date/time at which associated Reagent Water- preserved vials were initially frozen. Note: If frozen date/time is beyond 48 hours from sample collection, value will be reflected in 'bold'. Initial pH: As it pertains to Sample Receipt & Container Information section of the report, Initial pH reflects pH of container determined upon receipt, if applicable. Total: With respect to Organic analyses, a 'Total' result is defined as the summation of results for individual isomers or Aroclors. If a 'Total' result is requested, the results of its individual components will also be reported. This is applicable to 'Total' results for methods 8260, 8081 and 8082. 1 The reference for this analyte should be considered modified since this analyte is absent from the target analyte list of the original method. - Footnotes Serial_No:10041820:19 Page 292 of 298 Report Format:DU Report with 'J' Qualifiers Project Name: Project Number: Lab Number: Report Date: L1838178AVG1803 AVG1803 10/04/18 Data Qualifiers A B C D E G H I M NJ P Q R RE S - - - - - - - - - - - - - - - Spectra identified as "Aldol Condensation Product". The analyte was detected above the reporting limit in the associated method blank. Flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank. For MCP-related projects, flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank. For DOD-related projects, flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank AND the analyte was detected above one-half the reporting limit (or above the reporting limit for common lab contaminants) in the associated method blank. For NJ- Air-related projects, flag only applies to associated field samples that have detectable concentrations of the analyte above the reporting limit. For NJ-related projects (excluding Air), flag only applies to associated field samples that have detectable concentrations of the analyte, which was detected above the reporting limit in the associated method blank or above five times the reporting limit for common lab contaminants (Phthalates, Acetone, Methylene Chloride, 2-Butanone). Co-elution: The target analyte co-elutes with a known lab standard (i.e. surrogate, internal standards, etc.) for co-extracted analyses. Concentration of analyte was quantified from diluted analysis. Flag only applies to field samples that have detectable concentrations of the analyte. Concentration of analyte exceeds the range of the calibration curve and/or linear range of the instrument. The concentration may be biased high due to matrix interferences (i.e, co-elution) with non-target compound(s). The result should be considered estimated. The analysis of pH was performed beyond the regulatory-required holding time of 15 minutes from the time of sample collection. The lower value for the two columns has been reported due to obvious interference. Reporting Limit (RL) exceeds the MCP CAM Reporting Limit for this analyte. Presumptive evidence of compound. This represents an estimated concentration for Tentatively Identified Compounds (TICs), where the identification is based on a mass spectral library search. The RPD between the results for the two columns exceeds the method-specified criteria. The quality control sample exceeds the associated acceptance criteria. For DOD-related projects, LCS and/or Continuing Calibration Standard exceedences are also qualified on all associated sample results. Note: This flag is not applicable for matrix spike recoveries when the sample concentration is greater than 4x the spike added or for batch duplicate RPD when the sample concentrations are less than 5x the RL. (Metals only.) Analytical results are from sample re-analysis. Analytical results are from sample re-extraction. Analytical results are from modified screening analysis. J ND - - Estimated value. The Target analyte concentration is below the quantitation limit (RL), but above the Method Detection Limit (MDL) or Estimated Detection Limit (EDL) for SPME-related analyses. This represents an estimated concentration for Tentatively Identified Compounds (TICs). Not detected at the method detection limit (MDL) for the sample, or estimated detection limit (EDL) for SPME-related analyses. Serial_No:10041820:19 Page 293 of 298 Alpha Analytical performs services with reasonable care and diligence normal to the analytical testing laboratory industry. In the event of an error, the sole and exclusive responsibility of Alpha Analytical shall be to re-perform the work at it's own expense. In no event shall Alpha Analytical be held liable for any incidental, consequential or special damages, including but not limited to, damages in any way connected with the use of, interpretation of, information or analysis provided by Alpha Analytical. We strongly urge our clients to comply with EPA protocol regarding sample volume, preservation, cooling, containers, sampling procedures, holding time and splitting of samples in the field. LIMITATION OF LIABILITIES 1 121 Test Methods for Evaluating Solid Waste: Physical/Chemical Methods. EPA SW-846. Third Edition. Updates I - IV, 2007. Standard Methods for the Examination of Water and Wastewater. APHA-AWWA-WEF. Standard Methods Online. Project Name: Project Number: Lab Number: Report Date: L1838178AVG1803 AVG1803 REFERENCES 10/04/18 Serial_No:10041820:19 Page 294 of 298 Alpha Analytical, Inc. ID No.:17873 Facility: Company-wide Revision 11 Department: Quality Assurance Published Date: 1/8/2018 4:15:49 PM Title: Certificate/Approval Program Summary Page 1 of 1 Document Type: Form Pre-Qualtrax Document ID: 08-113 Certification Information The following analytes are not included in our Primary NELAP Scope of Accreditation: Westborough Facility EPA 624: m/p-xylene, o-xylene EPA 8260C: NPW: 1,2,4,5-Tetramethylbenzene; 4-Ethyltoluene, Azobenzene; SCM: Iodomethane (methyl iodide), Methyl methacrylate, 1,2,4,5- Tetramethylbenzene; 4-Ethyltoluene. EPA 8270D: NPW: Dimethylnaphthalene,1,4-Diphenylhydrazine; SCM: Dimethylnaphthalene,1,4-Diphenylhydrazine. EPA 300: DW: Bromide EPA 6860: SCM: Perchlorate EPA 9010: NPW and SCM: Amenable Cyanide Distillation SM4500: NPW: Amenable Cyanide, Dissolved Oxygen; SCM: Total Phosphorus, TKN, NO2, NO3. Mansfield Facility SM 2540D: TSS EPA 8082A: NPW: PCB: 1, 5, 31, 87,101, 110, 141, 151, 153, 180, 183, 187. EPA TO-15: Halothane, 2,4,4-Trimethyl-2-pentene, 2,4,4-Trimethyl-1-pentene, Thiophene, 2-Methylthiophene, 3-Methylthiophene, 2-Ethylthiophene, 1,2,3-Trimethylbenzene, Indan, Indene, 1,2,4,5-Tetramethylbenzene, Benzothiophene, 1-Methylnaphthalene. Biological Tissue Matrix: EPA 3050B The following analytes are included in our Massachusetts DEP Scope of Accreditation Westborough Facility: Drinking Water EPA 300.0: Chloride, Nitrate-N, Fluoride, Sulfate; EPA 353.2: Nitrate-N, Nitrite-N; SM4500NO3-F: Nitrate-N, Nitrite-N; SM4500F-C, SM4500CN-CE, EPA 180.1, SM2130B, SM4500Cl-D, SM2320B, SM2540C, SM4500H-B EPA 332: Perchlorate; EPA 524.2: THMs and VOCs; EPA 504.1: EDB, DBCP. Microbiology: SM9215B; SM9223-P/A, SM9223B-Colilert-QT,SM9222D. Non-Potable Water SM4500H,B, EPA 120.1, SM2510B, SM2540C, SM2320B, SM4500CL-E, SM4500F-BC, SM4500NH3-BH: Ammonia-N and Kjeldahl-N, EPA 350.1: Ammonia-N, LACHAT 10-107-06-1-B: Ammonia-N, EPA 351.1, SM4500NO3-F, EPA 353.2: Nitrate-N, EPA 351.1, SM4500P-E, SM4500P-B, E, SM4500SO4-E, SM5220D, EPA 410.4, SM5210B, SM5310C, SM4500CL-D, EPA 1664, EPA 420.1, SM4500-CN-CE, SM2540D. EPA 624: Volatile Halocarbons & Aromatics, EPA 608: Chlordane, Toxaphene, Aldrin, alpha-BHC, beta-BHC, gamma-BHC, delta-BHC, Dieldrin, DDD, DDE, DDT, Endosulfan I, Endosulfan II, Endosulfan sulfate, Endrin, Endrin Aldehyde, Heptachlor, Heptachlor Epoxide, PCBs EPA 625: SVOC (Acid/Base/Neutral Extractables), EPA 600/4-81-045: PCB-Oil. Microbiology: SM9223B-Colilert-QT; Enterolert-QT, SM9221E, SM9222D. Mansfield Facility: Drinking Water EPA 200.7: Al, Ba, Be, Cd, Cr, Cu, Mn, Ni, Na, Ag, Ca, Zn. EPA 200.8: Al, Sb, As, Ba, Be, Cd, Cr, Cu, Pb, Mn, Ni, Se, Ag, TL, Zn. EPA 245.1 Hg. EPA 522. Non-Potable Water EPA 200.7: Al, Sb, As, Be, Cd, Ca, Cr, Co, Cu, Fe, Pb, Mg, Mn, Mo, Ni, K, Se, Ag, Na, Sr, TL, Ti, V, Zn. EPA 200.8: Al, Sb, As, Be, Cd, Cr, Cu, Pb, Mn, Ni, Se, Ag, TL, Zn. EPA 245.1 Hg. SM2340B For a complete listing of analytes and methods, please contact your Alpha Project Manager. Serial_No:10041820:19 Page 295 of 298 Serial_No:10041820:19 Page 296 of 298 Serial_No:10041820:19 Page 297 of 298 Serial_No:10041820:19 Page 298 of 298 P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com New York, NY • Syracuse, NY • Seattle, WA • Shelton, CT APPENDIX B SOIL BORING LOGS 4 4 3 3 3 3 3 2 2 2 2 2 1 1 1 1 1 0 0 0 SILTY SAND (SM): Dark brown, Dry, Loosely compacted, Non-plastic Medium and Fine sands, No odor Clayey Sands, Sand-Clay Mixtures (CL): Light Brown, moist, tightly compacted fines 0 0 4 4 3 3 3 3 3 2 2 2 2 2 1 1 1 1 1 0 0 0 AVG1803 SB-002 P.W. Grosser Consulting Hand Augering Auger Rod 09/24/2018 09/24/2018 13:10 13:20 N/A Nick RussellThomas Melia N/A 4' 56655 RT 25, Southold, NY N/A 2 N/A PID Reading (ppm)DE P T H (f e e t ) RE C O V E R Y IN T E R V A L SA M P L E IN T E R V A L DESCRIPTION NAME (USCS): color, moist, plasticity, gravel, odor WELL CONSTRUCTION DETAILS AND/OR DRILLING REMARKS SAMPLING METHOD: PROJECT #: BORING ID: WELL ID: DRILLING CONTRACTOR: DRILLING METHOD: DRILLING EQUIPMENT: DATE STARTED:DATE FINISHED: TIME STARTED:TIME FINISHED: LATITUDE:LONGITUDE: LOGGED BY:PROJECT MANAGER: SITE ADDRESS: BORING DIAMETER (IN):WELL DIAMETER (IN): BORING DEPTH (FT):CORE LENGTH (FT): US C S KE Y DE P T H (f e e t ) P.W. Grosser Consulting Page 1 of 1End of Boring Depth (feet):4'Water Table Symbol: 4 4 3 3 3 3 3 2 2 2 2 2 1 1 1 1 1 0 0 0 SILTY SAND (SM): Dark brown, Dry, Loosely compacted, Non-plastic Medium and Fine sands, No odor Clayey Sands, Sand-Clay Mixtures (CL): Light Brown, moist, tightly compacted fines 0 0 4 4 3 3 3 3 3 2 2 2 2 2 1 1 1 1 1 0 0 0 AVG1803 SB-003 P.W. Grosser Consulting Hand Augering Auger Rod 09/24/2018 09/24/2018 12:10 12:20 N/A Nick RussellThomas Melia N/A 4' 56655 RT 25, Southold, NY N/A 2 N/A PID Reading (ppm)DE P T H (f e e t ) RE C O V E R Y IN T E R V A L SA M P L E IN T E R V A L DESCRIPTION NAME (USCS): color, moist, plasticity, gravel, odor WELL CONSTRUCTION DETAILS AND/OR DRILLING REMARKS SAMPLING METHOD: PROJECT #: BORING ID: WELL ID: DRILLING CONTRACTOR: DRILLING METHOD: DRILLING EQUIPMENT: DATE STARTED:DATE FINISHED: TIME STARTED:TIME FINISHED: LATITUDE:LONGITUDE: LOGGED BY:PROJECT MANAGER: SITE ADDRESS: BORING DIAMETER (IN):WELL DIAMETER (IN): BORING DEPTH (FT):CORE LENGTH (FT): US C S KE Y DE P T H (f e e t ) P.W. Grosser Consulting Page 1 of 1End of Boring Depth (feet):4'Water Table Symbol: 4 4 3 3 3 3 3 2 2 2 2 2 1 1 1 1 1 0 0 0 SILTY SAND (SM): Dark brown, Dry, Loosely compacted, Non-plastic Medium and Fine sands, No odor Clayey Sands, Sand-Clay Mixtures (CL): Light Brown, moist, tightly compacted fines SILTY SAND (SM): Yellowish Orange, Dry, Loosely compacted, Non-plastic Medium and Fine sands, No odor 0 0 0 4 4 3 3 3 3 3 2 2 2 2 2 1 1 1 1 1 0 0 0 AVG1803 SB-004 P.W. Grosser Consulting Hand Augering Auger Rod 09/24/2018 09/24/2018 11:25 11:35 N/A Nick RussellThomas Melia N/A 4' 56655 RT 25, Southold, NY N/A 2 N/A PID Reading (ppm)DE P T H (f e e t ) RE C O V E R Y IN T E R V A L SA M P L E IN T E R V A L DESCRIPTION NAME (USCS): color, moist, plasticity, gravel, odor WELL CONSTRUCTION DETAILS AND/OR DRILLING REMARKS SAMPLING METHOD: PROJECT #: BORING ID: WELL ID: DRILLING CONTRACTOR: DRILLING METHOD: DRILLING EQUIPMENT: DATE STARTED:DATE FINISHED: TIME STARTED:TIME FINISHED: LATITUDE:LONGITUDE: LOGGED BY:PROJECT MANAGER: SITE ADDRESS: BORING DIAMETER (IN):WELL DIAMETER (IN): BORING DEPTH (FT):CORE LENGTH (FT): US C S KE Y DE P T H (f e e t ) P.W. Grosser Consulting Page 1 of 1End of Boring Depth (feet):4'Water Table Symbol: 4 4 3 3 3 3 3 2 2 2 2 2 1 1 1 1 1 0 0 0 SILTY SAND (SM): Dark brown, Dry, Loosely compacted, Non-plastic Medium and Fine sands, No odor Clayey Sands, Sand-Clay Mixtures (CL): Light Brown, moist, tightly compacted fines SILTY SAND (SM): Yellowish Orange, Dry, Loosely compacted, Non-plastic Medium and Fine sands, No odor 0 0 0 4 4 3 3 3 3 3 2 2 2 2 2 1 1 1 1 1 0 0 0 AVG1803 SB-005 P.W. Grosser Consulting Hand Augering Auger Rod 09/24/2018 09/24/2018 11:35 11:45 N/A Nick RussellThomas Melia N/A 4' 56655 RT 25, Southold, NY N/A 2 N/A PID Reading (ppm)DE P T H (f e e t ) RE C O V E R Y IN T E R V A L SA M P L E IN T E R V A L DESCRIPTION NAME (USCS): color, moist, plasticity, gravel, odor WELL CONSTRUCTION DETAILS AND/OR DRILLING REMARKS SAMPLING METHOD: PROJECT #: BORING ID: WELL ID: DRILLING CONTRACTOR: DRILLING METHOD: DRILLING EQUIPMENT: DATE STARTED:DATE FINISHED: TIME STARTED:TIME FINISHED: LATITUDE:LONGITUDE: LOGGED BY:PROJECT MANAGER: SITE ADDRESS: BORING DIAMETER (IN):WELL DIAMETER (IN): BORING DEPTH (FT):CORE LENGTH (FT): US C S KE Y DE P T H (f e e t ) P.W. Grosser Consulting Page 1 of 1End of Boring Depth (feet):4'Water Table Symbol: 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 SILTY SAND (SM): Dark brown, Dry, Loosely compacted, Non-plastic Medium and Fine sands, No odor Clayey Sands, Sand-Clay Mixtures (CL): Light Brown, moist, tightly compacted fines 0 0 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 AVG1803 SB-006 P.W. Grosser Consulting Hand Augering Auger Rod 09/24/2018 09/24/2018 11:55 12:05 N/A Nick RussellThomas Melia N/A 2' 56655 RT 25, Southold, NY N/A 2 N/A PID Reading (ppm)DE P T H (f e e t ) RE C O V E R Y IN T E R V A L SA M P L E IN T E R V A L DESCRIPTION NAME (USCS): color, moist, plasticity, gravel, odor WELL CONSTRUCTION DETAILS AND/OR DRILLING REMARKS SAMPLING METHOD: PROJECT #: BORING ID: WELL ID: DRILLING CONTRACTOR: DRILLING METHOD: DRILLING EQUIPMENT: DATE STARTED:DATE FINISHED: TIME STARTED:TIME FINISHED: LATITUDE:LONGITUDE: LOGGED BY:PROJECT MANAGER: SITE ADDRESS: BORING DIAMETER (IN):WELL DIAMETER (IN): BORING DEPTH (FT):CORE LENGTH (FT): US C S KE Y DE P T H (f e e t ) P.W. Grosser Consulting Page 1 of 1End of Boring Depth (feet):2'Water Table Symbol: 2 1 0 SILTY SAND (SM): Dark brown, Dry, Loosely compacted, Non-plastic Medium and Fine sands, No odor Clayey Sands, Sand-Clay Mixtures (CL): Light Brown, moist, tightly compacted fines 0 0 2 1 0 AVG1803 SB-007 P.W. Grosser Consulting Hand Augering Auger Rod 09/24/2018 09/24/2018 13:20 13:30 N/A Nick RussellThomas Melia N/A 2' 56655 RT 25, Southold, NY N/A 2 N/A PID Reading (ppm)DE P T H (f e e t ) RE C O V E R Y IN T E R V A L SA M P L E IN T E R V A L DESCRIPTION NAME (USCS): color, moist, plasticity, gravel, odor WELL CONSTRUCTION DETAILS AND/OR DRILLING REMARKS SAMPLING METHOD: PROJECT #: BORING ID: WELL ID: DRILLING CONTRACTOR: DRILLING METHOD: DRILLING EQUIPMENT: DATE STARTED:DATE FINISHED: TIME STARTED:TIME FINISHED: LATITUDE:LONGITUDE: LOGGED BY:PROJECT MANAGER: SITE ADDRESS: BORING DIAMETER (IN):WELL DIAMETER (IN): BORING DEPTH (FT):CORE LENGTH (FT): US C S KE Y DE P T H (f e e t ) P.W. Grosser Consulting Page 1 of 1End of Boring Depth (feet):2'Water Table Symbol: 2 1 0 SILTY SAND (SM): Dark brown, Dry, Loosely compacted, Non-plastic Medium and Fine sands, No odor Clayey Sands, Sand-Clay Mixtures (CL): Light Brown, moist, tightly compacted fines 0 0 2 1 0 AVG1803 SB-008 P.W. Grosser Consulting Hand Augering Auger Rod 09/24/2018 09/24/2018 12:50 13:00 N/A Nick RussellThomas Melia N/A 2' 56655 RT 25, Southold, NY N/A 2 N/A PID Reading (ppm)DE P T H (f e e t ) RE C O V E R Y IN T E R V A L SA M P L E IN T E R V A L DESCRIPTION NAME (USCS): color, moist, plasticity, gravel, odor WELL CONSTRUCTION DETAILS AND/OR DRILLING REMARKS SAMPLING METHOD: PROJECT #: BORING ID: WELL ID: DRILLING CONTRACTOR: DRILLING METHOD: DRILLING EQUIPMENT: DATE STARTED:DATE FINISHED: TIME STARTED:TIME FINISHED: LATITUDE:LONGITUDE: LOGGED BY:PROJECT MANAGER: SITE ADDRESS: BORING DIAMETER (IN):WELL DIAMETER (IN): BORING DEPTH (FT):CORE LENGTH (FT): US C S KE Y DE P T H (f e e t ) P.W. Grosser Consulting Page 1 of 1End of Boring Depth (feet):2'Water Table Symbol: 2 1 0 SILTY SAND (SM): Dark brown, Dry, Loosely compacted, Non-plastic Medium and Fine sands, No odor Clayey Sands, Sand-Clay Mixtures (CL): Light Brown, moist, tightly compacted fines 0 0 2 1 0 AVG1803 SB-009 P.W. Grosser Consulting Hand Augering Auger Rod 09/24/2018 09/24/2018 10:00 10:15 N/A Nick RussellThomas Melia N/A 2' 56655 RT 25, Southold, NY N/A 2 N/A PID Reading (ppm)DE P T H (f e e t ) RE C O V E R Y IN T E R V A L SA M P L E IN T E R V A L DESCRIPTION NAME (USCS): color, moist, plasticity, gravel, odor WELL CONSTRUCTION DETAILS AND/OR DRILLING REMARKS SAMPLING METHOD: PROJECT #: BORING ID: WELL ID: DRILLING CONTRACTOR: DRILLING METHOD: DRILLING EQUIPMENT: DATE STARTED:DATE FINISHED: TIME STARTED:TIME FINISHED: LATITUDE:LONGITUDE: LOGGED BY:PROJECT MANAGER: SITE ADDRESS: BORING DIAMETER (IN):WELL DIAMETER (IN): BORING DEPTH (FT):CORE LENGTH (FT): US C S KE Y DE P T H (f e e t ) P.W. Grosser Consulting Page 1 of 1End of Boring Depth (feet):2'Water Table Symbol: 2 1 0 SILTY SAND (SM): Dark brown, Dry, Loosely compacted, Non-plastic Medium and Fine sands, No odor Clayey Sands, Sand-Clay Mixtures (CL): Light Brown, moist, tightly compacted fines 0 0 2 1 0 AVG1803 SB-010 P.W. Grosser Consulting Hand Augering Auger Rod 09/24/2018 09/24/2018 10:35 10:45 N/A Nick RussellThomas Melia N/A 2' 56655 RT 25, Southold, NY N/A 2 N/A PID Reading (ppm)DE P T H (f e e t ) RE C O V E R Y IN T E R V A L SA M P L E IN T E R V A L DESCRIPTION NAME (USCS): color, moist, plasticity, gravel, odor WELL CONSTRUCTION DETAILS AND/OR DRILLING REMARKS SAMPLING METHOD: PROJECT #: BORING ID: WELL ID: DRILLING CONTRACTOR: DRILLING METHOD: DRILLING EQUIPMENT: DATE STARTED:DATE FINISHED: TIME STARTED:TIME FINISHED: LATITUDE:LONGITUDE: LOGGED BY:PROJECT MANAGER: SITE ADDRESS: BORING DIAMETER (IN):WELL DIAMETER (IN): BORING DEPTH (FT):CORE LENGTH (FT): US C S KE Y DE P T H (f e e t ) P.W. Grosser Consulting Page 1 of 1End of Boring Depth (feet):2'Water Table Symbol: 2 1 0 SILTY SAND (SM): Dark brown, Dry, Loosely compacted, Non-plastic Medium and Fine sands, No odor Clayey Sands, Sand-Clay Mixtures (CL): Light Brown, moist, tightly compacted fines 0 0 2 1 0 AVG1803 SB-011 P.W. Grosser Consulting Hand Augering Auger Rod 09/24/2018 09/24/2018 10:40 10:50 N/A Nick RussellThomas Melia N/A 2' 56655 RT 25, Southold, NY N/A 2 N/A PID Reading (ppm)DE P T H (f e e t ) RE C O V E R Y IN T E R V A L SA M P L E IN T E R V A L DESCRIPTION NAME (USCS): color, moist, plasticity, gravel, odor WELL CONSTRUCTION DETAILS AND/OR DRILLING REMARKS SAMPLING METHOD: PROJECT #: BORING ID: WELL ID: DRILLING CONTRACTOR: DRILLING METHOD: DRILLING EQUIPMENT: DATE STARTED:DATE FINISHED: TIME STARTED:TIME FINISHED: LATITUDE:LONGITUDE: LOGGED BY:PROJECT MANAGER: SITE ADDRESS: BORING DIAMETER (IN):WELL DIAMETER (IN): BORING DEPTH (FT):CORE LENGTH (FT): US C S KE Y DE P T H (f e e t ) P.W. Grosser Consulting Page 1 of 1End of Boring Depth (feet):2'Water Table Symbol: 2 1 0 SILTY SAND (SM): Dark brown, Dry, Loosely compacted, Non-plastic Medium and Fine sands, No odor Clayey Sands, Sand-Clay Mixtures (CL): Light Brown, moist, tightly compacted fines 0 0 2 1 0 AVG1803 SB-012 P.W. Grosser Consulting Hand Augering Auger Rod 09/24/2018 09/24/2018 11:00 11:10 N/A Nick RussellThomas Melia N/A 2' 56655 RT 25, Southold, NY N/A 2 N/A PID Reading (ppm)DE P T H (f e e t ) RE C O V E R Y IN T E R V A L SA M P L E IN T E R V A L DESCRIPTION NAME (USCS): color, moist, plasticity, gravel, odor WELL CONSTRUCTION DETAILS AND/OR DRILLING REMARKS SAMPLING METHOD: PROJECT #: BORING ID: WELL ID: DRILLING CONTRACTOR: DRILLING METHOD: DRILLING EQUIPMENT: DATE STARTED:DATE FINISHED: TIME STARTED:TIME FINISHED: LATITUDE:LONGITUDE: LOGGED BY:PROJECT MANAGER: SITE ADDRESS: BORING DIAMETER (IN):WELL DIAMETER (IN): BORING DEPTH (FT):CORE LENGTH (FT): US C S KE Y DE P T H (f e e t ) P.W. Grosser Consulting Page 1 of 1End of Boring Depth (feet):2'Water Table Symbol: THE ENCLAVES 56655 ROUTE 25 (AKA MAIN ROAD) SOUTHOLD, NEW YORK 11971 SUFFOLK COUNTY TAX MAP: 1000-063.00-03.00-015.000 FEBRUARY 2019 SOIL & MATERIALS MANAGEMENT PLAN PREPARED FOR: Andrew V. Giambertone & Associates 62 Elm Street Huntington, New York 11743 PREPARED BY: P.W. Grosser Consulting, Inc. 630 Johnson Avenue, Suite 7 Bohemia, New York 11716 Phone: 631-589-6353 Fax: 631-589-8705 Thomas Melia, PG, Sr. Project Manager thomasm@pwgrosser.com Ryan Morley, PG, Project Manager ryanm@pwgrosser.com PWGC Project Number: AVG1803 SOIL & MATERIALS MANAGEMENT PLAN THE ENCLAVES, SOUTHOLD, NEW YORK TABLE OF CONTENTS PAGE 1.0 INTRODUCTION .................................................................................................................................... 1 1.1 Location and Legal Description ................................................................................................. 1 1.2 Site Description and Improvements .......................................................................................... 1 1.3 Proposed Redevelopment Plan ................................................................................................. 1 1.4 Description of Surrounding Property ........................................................................................ 1 2.0 PREVIOUS ENVIRONMENTAL INVESTIGATIONS...................................................................................... 2 2.1 Phase I ESA (August 2018) ........................................................................................................ 2 2.2 Phase II ESA (November 2018) .................................................................................................. 3 3.0 SOIL MANAGEMENT ............................................................................................................................. 5 3.1 Soil Handling ............................................................................................................................ 5 3.2 Endpoint Sample Collection ...................................................................................................... 7 3.3 Dust Control ............................................................................................................................. 7 3.3.1 Dust Control Plan/Monitoring ....................................................................................... 8 4.0 REPORTING ......................................................................................................................................... 10 FIGURES FIGURE 1 Site Location Map FIGURE 2 Site Plan FIGURE 3 Soil Sample Results APPENDICES APPENDIX A Proposed Development Plan APPENDIX B Daily Air Monitoring Form P.W. GROSSER CONSULTING, INC. PROJECT No. AVG1803 SOIL & MATERIALS MANAGEMENT PLAN The Enclaves 56655 Route 25 Southold, New York SUBMITTED: February 2019 PREPARED FOR: Andrew V. Giambertone & Associates 62 Elm Street Huntington, New York 11743 PREPARED BY: P.W. Grosser Consulting, Inc. 630 Johnson Avenue, Suite 7 Bohemia, New York 11716 1.0 INTRODUCTION P.W. Grosser Consulting, Inc. (PWGC) had prepared this Soil & Materials Management Plan (SMMP) for the redevelopment project located at 56655 Route 25 (aka Main Road), Southold, New York (the Site). Site redevelopment will include the construction of a hotel complex. This SMMP is based on PWGC’s August 2018 Phase I Environmental Site Assessment (ESA) and November 2018 Phase II ESA. 1.1 Location and Legal Description The subject property consists of one parcel located at 56655 Route 25 (aka Main Road) in the Hamlet of Southold, New York. The site is located in the Town of Southold, and Suffolk County. The property is identified in the Suffolk County Tax Map as 1000-063.00-03.00-015.000. A Site Location Map is included as Figure 1 and a Site Plan is included as Figure 2. 1.2 Site Description and Improvements The subject property measures approximately 6.75 acres and is occupied by one two-story, single family residential dwelling with a partial basement, one detached, single-story garage, and three accessory structures (sheds). All structures are located on the southeastern portion of the site. 1.3 Proposed Redevelopment Plan The proposed redevelopment of the Site will include the rehabilitation of an existing two-story building, the construction of a hotel building, four cottages, a pool/recreation area, paved parking lot areas, and landscaped areas. The redevelopment will include the construction 9,981sf basement level associated with the proposed hotel. Layout of the proposed site development is presented in Appendix A. 1.4 Description of Surrounding Property The site is bounded by a commercial boat yard to the west, vacant/undeveloped property to the north, residential properties to the east, and commercial properties to the south. Generally, the surrounding area is primarily residential and agricultural. Figure 2 shows the surrounding land usage. 2.0 PREVIOUS ENVIRONMENTAL INVESTIGATIONS PWGC performed a Phase I ESA for the site in August 2018 and a Phase II ESA for the site in November 2018. 2.1 Phase I ESA (August 2018) Findings of PWGC’s August 2018 Phase I ESA included the following Recognized Environmental Conditions (RECs): • The subject property and several adjacent properties were historically used for agricultural purposes from the 1920s through the 1980s (subject site) and 2000s (surrounding properties). Historic usage for agricultural purposes is likely to be associated with the application of pesticides and herbicides at the site. During the period of time the subject site and surrounding properties were used for agricultural purposes, pesticides used may have included now-banned chemicals (such as DDT), or metals-based compounds (such as lead arsenate). Such compounds may have been applied directly at the subject property, and/or may have migrated to the subject property from adjacent properties via surficial storm runoff or wind deposition. Compounds such as these, particularly metals-based compounds, tend to be immobile in the environment and remain in soil long after their application ceases. • Small piles of trash and debris, along with a floating dock were present on the northwestern portion of the site. The piles of trash appeared to include empty five-gallon buckets, tarps, and plastic sheeting. The source of the material could not be determined. Such dumping represents evidence of a potential past release of a hazardous substance and/or petroleum product to the environment. • The adjacent property to the west of the subject property has been used as a boat storage yard from the 1970s through the present. Such usage is typically associated with the storage and use of hazardous substances and/or petroleum products as well as metals impact related to antifouling paint chips generated during boat cleaning/repainting, and sacrificial anodes being removed from boats in the outdoor boat storage areas. Poor housekeeping or unreported spills of such substances have the potential to have impacted the subject site, either through direct discharge at the property boundary or via migration by surficial storm runoff. Based on the identified RECs, PWGC recommended a Phase II ESA be performed at the site. Phase II ESA recommendations included: • Evaluation of potential pesticide and metals impact to shallow soils throughout the site. • Evaluation of soil quality at the waste disposal area on the northwest corner of the site. • Evaluation of soil quality in along the western property boundary near the adjacent boatyard. 2.2 Phase II ESA (November 2018) Based on the findings of the Phase I ESA, PWGC performed a Phase II ESA at the site in November 2018. Findings of the Phase II ESA included the following: • To evaluate potential impact related to the former agricultural usage of the subject property and adjacent properties, seven soil borings (SB006 through SB012) were installed throughout the property (approximately one per acre). At each boring location soil samples were collected from the 0 to 2-inch bgs and 18 to 24-inch bgs intervals. Analytical results showed arsenic detected at concentrations exceeding its Restricted Residential Soil Cleanup Objective RRSCO throughout the site and additional metals (mercury, lead, zinc) and multiple pesticides detected at concentrations exceeding their respective Unrestricted Use Soil Cleanup Objectives (UUSCOs). Metals impact was generally limited to the 0 to 2-inch interval. Pesticides were detected in both the 0 to 2-inch and 18 to 24-inch intervals; however, pesticide concentrations were lower in the 18 to 24-inch samples compared to the 0 to 2-inch samples. Based on these results, it appears that shallow soils throughout the site are impacted with pesticides and metals likely related to the site’s former agricultural usage. • To evaluate potential impact related to the waste disposal area on the northwest portion of the site, two soil borings (SB004, SB005) were installed within the identified waste disposal area. No additional waste disposal areas were identified at the site during the Phase II ESA. At each boring location soil samples were collected from the 0 to 2-inch bgs and 3 to 4-foot bgs intervals. Analytical results showed arsenic detected at concentrations exceeding its RRSCO and mercury exceeding its UUSCO at both boring locations in the 0 to 2-inch sample interval. No other compounds were detected above their respective UUSCOs in samples collected from this area. Based on these results, and the uniformity of arsenic and mercury impact to shallow soils throughout the site, it appears that soil impact above UUSCOs in the vicinity of the waste disposal area is related to the former agricultural usage of the property rather than the wastes observed at the site. • To evaluate potential impact related to the usage of the adjacent property as a boatyard, three soil borings (SB001 through SB003) were installed along the western boundary of the subject property. At each boring location soil samples were collected from the 0 to 2-inch bgs and 3 to 4-foot bgs intervals. Analytical results showed metals and pesticides were detected at concentrations exceeding their respective UUSCOs at boring locations SB001 through SB003. Metals impact exceeding UUSCOs was limited to the 0 to 2-inch samples. Of the metals detected, arsenic was the sole compound detected at concentrations exceeding RRSCOs. Pesticides were detected at concentrations exceeding UUSCOs in each of the 0 to 2-inch samples, and each of the 3 to 4-foot samples. At each boring location, pesticide concentrations were lower in the 3 to 4-foot samples compared to the 0 to 2-inch samples. Based on these results, and the uniformity of arsenic, mercury and pesticide impact to shallow soils throughout the site, it appears that soil impact above UUSCOs in the vicinity of the adjacent boatyard is related to the former agricultural usage of the property rather than the boatyard itself. Soil sample analytical results from the Phase II ESA are illustrated in Figure 3. Based on the findings of the Phase II ESA, PWGC offered the following recommendations for the subject property: • Pesticides and metals likely related to historical agricultural use were detected in in shallow soils at the site. As future plans for the site consist of redeveloping the property into a hotel, PWGC recommends that a Soil and Materials Management Plan (SMMP) be prepared to address the identified impact. The SMMP will likely include the following provisions: o Proper offsite disposal of excess surface soils generated during redevelopment. o Impacted soils remaining onsite should be capped by impervious materials (e.g., concrete building slab, asphalt pavement), or clean fill material. 3.0 SOIL MANAGEMENT Currently, the property is primarily composed of a naturally vegetated undeveloped land. Regional groundwater flow beneath the subject property is in a generally southerly direction as obtained from groundwater contour maps developed by the United States Geologic Survey for Long Island in 2013. 3.1 Soil Handling In order to properly protect the environment and public health from the metals and pesticides detected, soil management at the site will consist of the following: • In areas where site development, such as roads, parking areas, sidewalks, concrete slabs, or other impervious layers (see Appendix A) will act as a physical barrier to prevent contact with soils, no additional soil management procedures will be required. • In areas not included above, soil management may consist of the following options: o Clean Soil Cap - Construction of a one-foot thick soil cap, in accordance with NYSDEC Part 360.13, in areas where current natural vegetation or landscaping is disturbed. Material to be used for the soil cap will be sampled at the following frequency and as described in Section 3.1: Fill Material Quantity (cubic yards) Number of VOC Samples Number of Non-VOC Samples 0 – 300 2 1 301 – 1,000 4 2 1,001 – 10,000 6 3 10,000 + Two per every additional 10,000 cubic yards or fraction thereof One per every additional 10,000 cubic yards or fraction thereof Inline Table 1 - Table sourced from Part 360.13 – Minimum Analysis Frequency for Fill Material In accordance with Part 360.13(e), fill material will be sampled for:  Metals, PCBs, pesticides, and SVOCs.  VOC sampling of fill material will not be required except in areas where their presence is possible, such as historic petroleum spill areas or if odors or elevated photoionization detector readings are detected.  Asbestos sampling will be required if demolition of structures has occurred on site. Analytical results will be compared to the lower of Part 375 RRSCOs and Protection of Groundwater Soil Cleanup Objectives (PGSCOs) to meet the General Fill requirements specified in Part 360.13(f). The soil cap will be covered with a grass/sod or vegetation layer to act as an additional barrier. To document the transition between the clean soil cap and deeper soils, a professional survey will be completed or a demarcation barrier, such as orange construction fencing, will be placed beneath the clean soil cap. o Vertical Mixing - Vertical mixing is the widely-accepted process of managing impacted surface soils by mechanically mixing them with cleaner soil found at greater depths. This method is based on the principle that the environmental and public health risk from these compounds is a function of the surface soil concentrations of these compounds to which a person is exposed; lowering concentrations of compounds lowers the risk to the person exposed to them. As soils generally deeper than three feet met RRSCOs, vertical mixing will reduce compound concentrations in the surface soil to concentrations less than RRSCOs and PGSCOs. Below this level, small amounts of these compounds are an acceptable environmental and public health risk, even in cases where exposure to the soil is continuous or over long periods. Vertical mixing will consist of thorough mixing of the top one foot of surface soils and may be performed by means of an excavator or by successive passes over the site with a scraper, plowing or other similar method. The method used to perform the vertical mixing will be dependent upon the size of the work area. o On-Site Burial – On-site burial of impacted soils in excavated areas, depending on contaminant concentrations and the depth to groundwater or proximity to surface water, may be conducted. The PGSCOs and the mobility of contaminants will be considered to ensure a proper buffer zone between impacted soils and the groundwater table. Buried soils will require a one foot cap of clean soil and a grass/sod or vegetation layer to act as a barrier to impacted soils or an impervious layer such as roads, parking areas, sidewalks, or concrete slabs. o Landscape Berms – Landscape berms may be constructed on the property in undeveloped open areas of the property, such as in buffer areas. The landscape berms will require a one foot cap of clean soil and a grass/sod or vegetation layer to act as a barrier to impacted soils. o Soil Removal – Excess soil will be characterized for disposal purposes. Soil wastes will be transported to properly permitted off-site disposal facilities in accordance with NYSDEC Part 360. Other soils, if determined to have a beneficial use, will be transported to other appropriate sites in accordance with NYSDEC Part 360. To prevent tracking of potentially impacted soil into areas where neither remediation nor other risk management measures are planned, the following precautions will be taken: • Access to areas in which a clean soil cap has been constructed will be limited by temporary barricade fencing until landscaping activities have been completed. • Vehicles and equipment will be cleaned or washed down prior to moving from impacted areas to areas in which soil mitigation is not necessary or has already been completed. • Erosion controls (i.e. silt fencing or equivalent) will be installed to prevent runoff from impacted areas from entering areas in which soil mitigation is not necessary or has already been completed. 3.2 Endpoint Sample Collection PWGC will collect endpoint soil samples after soil management measures are completed to determine whether surface soil concentrations of the trigger compounds are less than NYSDEC RRSCOs and PGSCOs which is the applicable maximum cleanup objectives for General Fill requirements. The number of samples collected will ultimately be determined based upon the areas disturbed and completed with a soil cap in accordance with the sampling frequency detailed in Inline Table 1. Samples may be collected from vertically mixed stockpiles or in- situ after placement of the one-foot thick soil cap. In-situ soil sampling will be biased towards areas that were previously sampled and contained exceedances of RRSCOs unless those areas are capped with an impervious layer, such as roads, parking lots, sidewalks, or concrete slabs. Soil samples will be collected from zero to two feet below grade using a stainless-steel hand auger and will be submitted to a New York State Department of Health (NYSDOH) certified laboratory for analysis. Samples will be analyzed for TAL metals by United States Environmental Protection Agency (USEPA) method 6010C/7471B and organochlorine pesticides by USEPA method 8081B. If analytical results indicate concentrations of metals or pesticides greater than NYSDEC RRSCOs or PGSCOs, there will be further soil mixing in that area until endpoint sample results are less than NYSDEC RRSCOs and PGSCOs 3.3 Dust Control Dust from work activities could contain contaminants of concern. The on-site environmental technician will monitor dust levels and take immediate action when necessary. The environmental technician will implement the dust control plan (Section 2.3) if there is any actual or potential visible dust. Dust suppression measures will be employed in accordance with the NYSDEC DER-10 Appendix 1B for Fugitive Dust and Particulate Monitoring. The primary sources of dust will be equipment, vehicular traffic, and construction activities on exposed soils. 3.3.1 Dust Control Plan/Monitoring Dust monitoring will be conducted during intrusive activities in areas of concern, specifically during removal of the vegetative layer and excavation of soils from zero to three feet below grade which was the sample interval where arsenic exceeded its RRSCO during the Phase II ESA. If there is dust or the potential for dust in areas of concern, the environmental technician will direct that the area be wet down. Calcium chloride may be used if the problem cannot be controlled with water. Dust control measures may include the following methods and, as good practice, can also be implemented at times when dust monitoring is not being conducted to prevent the migration of non-impacted dust off-site, as well as potentially impacted dust: • Water applied to designated work areas prior to any clearing, mixing, or other earth moving operations. • At a minimum, water will be applied to all disturbed work areas at least four times per day during dry weather periods. • The disturbed areas will be sprayed down at the end of each day to form a thin crust. This is in addition to the required minimum of four times per day. • No earth moving activities will be performed if the wind at the site steadily exceeds 15 miles per hour. • All unpaved haul roads and equipment paths will be watered on a sufficient basis to prevent dust emissions. An alternative to frequent watering may be to pour a 4-inch thick layer of gravel. • Transportation of soils on-site will be performed in a covered vehicle, or the soils must be sufficiently watered to prevent dust emissions. • Vehicle speeds must not exceed 10 miles per hour and the site must be posted with speed signs. • Parking areas shall be designated and will be sufficiently watered or gravel lined to prevent dust emissions. If elevated dust levels persist, the site safety officer will employ dust monitoring using a particulate monitor (Miniram or equivalent). If monitoring detects concentrations greater than 150 μg/m3 over daily background, the site safety officer will take corrective actions as defined herein, including the use of water for dust suppression and if this is not effective, requiring workers to wear APRs with high efficiency particulate air filter (HEPA) cartridges. Absorption pathways for dust and direct contact with soils will be cut off by the required use of latex gloves, hand washing and decontamination exercises when necessary. The designated site safety officer will record air monitoring data. The site safety officer or delegate must insure that air monitoring instruments are calibrated and maintained in accordance with the manufacturer's specifications. Instruments will be zeroed daily and checked for accuracy. Monitoring results will be recorded daily on the log included as Appendix B. The following action levels will be used: • Total Respirable Dust at background in breathing zone: continue. • Total Respirable Dust at 150 mg/m3 above background (15-minute average) in breathing zone: Level C PPE - HEPA filters. The site safety officer can require personal protective equipment upgrades based on visual dust without metering total respirable dust. 4.0 REPORTING Upon completion of soil management activities and endpoint sampling, a Soil Management Plan Completion Report will document the completion of the effort. The report will certify that required soil was managed in accordance with this plan and endpoint sample results indicate that the surface soils do not contain concentrations of metals or chlorinated pesticides above their respective SSLs. The Completion Report will be submitted to the developer following final capping of the site. FIGURES Document Path: W:\Projects\A-D\AVG\1803\mapfiles\FIG01_SiteLocation_AVG1803.mxd 56655 Route 25Southold, NY SITE LOCATION Project: Designed by: Approved by: Drawn by: Figure No: Date: AVG1803 TM PH TM 1 8/6/2018 ^ 0 ¼½¾1Miles SUBJECT SITE ¯ !A !A !A !A !A !A !A !A!A !A !A !A Route 25 R o a d B B o i s s e a u A v e n u e SB001 SB003 SB002 SB004 SB005 SB009 SB008 SB010 SB007 SB011SB006 SB012 DRAWING PREPARED FOR: UNAUTHORIZED ALTERATION OR ADDITION TO THISDRAWING AND RELATED DOCUMENTS IS A VIOLATIONOF SEC. 7209 OF THE N.Y.S. EDUCATION LAW DRAWING INFORMATION: FIGURE NO: REVISION DATE INITIAL COMMENTS Project:Designed by: Approved by: Drawn by:Date: Scale: AVG1803 TM PH TM 10/1/2018 AS SHOWN Document Path: W:\Projects\A-D\AVG\1803\mapfiles\FIG_03_Proposed_Sample_Locations.mxd 2 ¯ SOIL SAMPLELOCATIONS 0 160 320 480 640Feet 56655 Route 25Southhold, NY 11971 !A Soil Sample (Agricultural) !A Soil Sample (Boat Yard) !A Soil Sample (Waste Area) Building Footprint Site Boundary Lot Boundaries Approx. Waste Dumping Area !A !A !A !A !A !A !A !A !A !A !A !A R o u t e 2 5 R o a d B SB 0 0 1 SB 0 0 3 SB 0 0 2 SB 0 0 4 SB 0 0 5 SB 0 0 9 SB 0 0 8 SB 0 1 0 SB 0 0 7 SB 0 1 1 SB 0 0 6 SB 0 1 2 DRAWING PREPARED FOR:UNAUTHORIZED ALTERATION OR ADDITION TO THISDRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW DRAWING INFORMATION:FIGURE NO:REVISIONDATEINITIALCOMMENTS Project:Designed by:Approved by:Drawn by:Date:Scale:AVG1803TM PH TM10/29/2018 AS SHOWN Do c u m e n t P a t h : W : \ P r o j e c t s \ A - D \ A V G \ 1 8 0 3 \ m a p f i l e s \ F I G _ 0 3 _ P r o p o s e d _ S a m p l e _ L o c a t i o n s . m x d 3 ¯0 16 0 32 0 48 0 64 0 Fe e t SOIL SAMPLE RESULTS 56655 Route 25 Southhold, NY 11971!ASoil Sample (Agricultural)!ASoil Sample (Boat Yard)!ASoil Sample (Waste Area)Building Footprint Site Boundary Lot Boundaries Ap p r o x . W a s t e Du m p i n g A r e a An a l y t e Ars e n i c , T o t a l 3 1 . 2 1 0 . 9 Me r c u r y , T o t a l 0 . 4 4 0 . 0 7 5 4, 4 ' - D D D 0 . 0 0 6 8 2 0 . 0 0 1 7 4 U 4, 4 ' - D D E 0 . 5 4 6 0 . 0 2 7 5 4, 4 ' - D D T 0 . 5 4 2 0 . 0 2 7 4 Die l d r i n 0 . 02 7 1 0 . 0 0 6 4 8 SB 0 0 1 SB 0 0 1 ( 0 - 2 " ) S B 0 0 1 ( 3 ' - 4 ' ) An a l y t e Ars e n i c , T o t a l 3 4 . 5 5 . 2 Me r c u r y , T o t a l 0 . 3 3 0 . 0 1 6 J 4, 4 ' - D D D 0 . 0 0 4 5 2 0 . 0 0 1 6 7 U 4, 4 ' - D D E 0 . 5 0 . 0 3 1 4, 4 ' - D D T 0 . 4 5 5 0 . 0 4 5 6 Die l d r i n 0 . 03 4 7 0 . 0 0 2 8 8 P SB 0 0 2 SB 0 0 2 ( 0 - 2 " ) S B 0 0 2 ( 3 ' - 4 ' ) An a l y t e Ac e t o n e 0 . 0 8 4 0 . 0 1 Co p p e r , T o t a l 8 6 . 4 4 . 9 7 Me r c u r y , T o t a l 0 . 3 1 0 . 0 7 5 U 4, 4 ' - D D D 0 . 0 1 1 1 0 . 0 0 0 8 4 5 J 4, 4 ' - D D E 1 . 1 3 0 . 0 1 7 2 4, 4 ' - D D T 1 . 5 7 0 . 0 3 1 5 Die l d r i n 0 . 04 9 2 0 . 0 0 1 5 9 En d r i n 0 . 0 3 5 4 0 . 0 0 2 4 SB 0 0 3 SB 0 0 3 ( 0 - 2 " ) S B 0 0 3 ( 3 ' - 4 ' ) An a l y t e Ac e t o n e 0 . 0 6 1 0 . 0 2 8 Ars e n i c , T o t a l 3 3 . 6 1 . 5 3 Me r c u r y , T o t a l 0 . 2 9 0 . 0 6 4 U SB 0 0 4 SB 0 0 4 ( 0 - 2 " ) S B 0 0 4 ( 3 ' - 4 ' ) An a l y t e Ac e t o n e 0 . 0 9 1 0 . 0 1 4 Ars e n i c , T o t a l 4 3 . 9 1 . 6 8 Me r c u r y , T o t a l 0 . 2 9 2 0 . 0 6 4 U SB 0 0 5 SB 0 0 5 ( 0 - 2 " ) S B 0 0 5 ( 3 ' - 4 ' ) An a l y t e Ars e n i c , T o t a l 2 9 . 2 2 . 9 Me r c u r y , T o t a l 0 . 2 4 0 . 0 7 U 4, 4 ' - D D D 0 . 0 0 6 3 3 P 0 . 0 0 1 7 9 U 4, 4 ' - D D E 0 . 4 2 0 . 0 0 9 6 5 4, 4 ' - D D T 0 . 5 2 0 . 0 1 4 8 Die l d r i n 0 . 0 3 2 2 0 . 0 0 1 6 P SB 0 0 6 SB 0 0 6 ( 0 - 2 " ) S B 0 0 6 ( 1 8 ' ' - 2 4 ' ' ) An a l y t e 4, 4 ' - D D D 0 . 0 0 3 8 7 0 . 0 0 2 1 4 4, 4 ' - D D E 0 . 4 2 6 0 . 1 0 2 4, 4 ' - D D T 0 . 3 8 9 0 . 0 8 2 4 Die l d r i n 0 . 02 3 6 0 . 0 1 3 9 SB 0 0 7 ( 0 - 2 " ) S B 0 0 7 ( 1 8 ' ' - 2 4 ' ' ) SB 0 0 7 An a l y t e Ars e n i c , T o t a l 4 1 . 8 5 . 2 Me r c u r y , T o t a l 0 . 7 2 1 0.02J 4, 4 ' - D D D 0 . 0 0 8 0 1 0 . 0 0 0 8 1 9 J 4, 4 ' - D D E 0.8 2 6 0 . 0 2 7 4 4, 4 ' - D D T 1 0.0232 Die l d r i n 0. 0 3 6 8 0 . 0 0 5 3 9 SB 0 1 0 ( 0 - 2 " ) S B 0 1 0 ( 1 8 ' ' - 2 4 ' ' ) SB 0 1 0 Analyte 4,4' -DDD0.004180.0018U 4,4' -DDE0.5190.0198 4,4' -DDT0.4480.0168 Dieldrin0.02470.00105JSB011 (0-2")SB011 (18''-24'')SB011 An a l y t e Me r c u r y , T o t a l 0 . 2 0 2 0. 0 2 1 J 4, 4 ' - D D D 0 . 0 0 5 6 4 0 . 0 0 0 9 0 3 J 4, 4 ' - D D E 0.3 3 5 0 . 0 5 9 9 4, 4 ' - D D T 0.4 4 5 0 . 0 4 7 4 Die l d r i n 0. 0 1 4 4 0 . 0 0 6 5 5 P SB 0 1 2 ( 0 - 2 " ) S B 0 1 2 ( 1 8 ' ' - 2 4 ' ' ) SB 0 1 2 Hi g h l i g h t e d te x t de n o t e s co n c e n t r a t i o n s ex c e e d i n g Un r e s t r i c t e d Us e SC O Hi g h l i g h t e d te x t de n o t e s co n c e n t r a t i o n s ex c e e d i n g Re s i d e n t i a l Us e SC O Analyte Arsenic, Total26.65.52 4,4' -DDD0.00921P0.00185U 4,4' -DDE0.6150.0409 4,4' -DDT0.6030.0399 Dieldrin0.0250.00213SB008 (0-2")SB008 (18''-24'')SB008 No t e s : U - I n d i c a t e s t h e c o m p o u n d w a s a n a l y z e d f o r b u t w a s n o t d e t e c t e d . J - I n d i c a t e s a n e s t i m a t e d v a l u e . E - C o n c e n t r a t i o n o f a n a l y t e e x c e e d s t h e r a n g e o f t h e c a li b r a t i o n c u r v e a n d / o r l i n e a r r a n g e o f t h e i n s t r u m e n t . P - T h e R e l a t i v e P e r c e n t D i f f e r e n c e b e t w e e n t h e r e s u l t s f o r t h e t w o c o l u m s e x c e e d s t h e m e t h o d - s p e c i f i e d c r i t e r i a . An a l y t e Ars e n i c , T o t a l 4 2 . 8 16.4 Le a d , T o t a l 1 2 8 25.0 Me r c u r y , T o t a l 0 . 3 6 0.094 Zin c , T o t a l 1 4 9 53.3 4, 4 ' - D D D 0 . 0 0 6 7 8 P 0 . 0 0 1 0 2 J 4, 4 ' - D D E 0.3 9 8 0 . 0 7 6 7 4, 4 ' - D D T 0.4 6 6 0 . 0 8 2 5 Die l d r i n 0. 0 3 8 4 0 . 0 1 5 7 SB 0 0 9 ( 0 - 2 " ) S B 0 0 9 ( 1 8 ' ' - 2 4 ' ' ) SB 0 0 9 APPENDIX A 1.CONTRACTOR SHALLL NOTIFY "DIG-SAFE" (1-888-344-7833) AT LEAST 72 HOURS BEFORE EXCAVATING.2.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIESSHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.3.ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS, AND WALKWAYS SHALL BE CONSTRUCTED INCONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWSAND REGULATIONS (WHICH ARE MOST STRINGENT).4.AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES (BUILDINGS,PAVEMENTS, WALKS, ETC.) SHALL RECIEVE 6 INCHES LOAM AND SEED.5.WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORKWITHIN THE COUNTY RIGHTS-OF-WAY SHALL CONFORM TO COUNTY STANDARDS. WORK WITHIN STATERIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTSSTANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.6.UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS ANDAPPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORKINDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOTCLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS.7.TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFICCONTROL DEVICES.8.AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALLBE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.9.IN THE EVENT THAT THE SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA AREENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OROTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TOAVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THEAPPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.10.CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BERESPONSIBLE FOR CLEANUP, REPAIRS, AND CORRECTIVE ACTION IF SUCH OCCURS.11.DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NOADDITIONAL COST TO OWNER.12.CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSEIMPACTS TO OFF-SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NOCOST TO OWNER.1.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS ANDSPECIFICATIONS OF THE TOWN OF SOUTHAMPTON, SUFFOLK COUNTY HEALTH DEPARTMENT, SUFFOLKCOUNTY DEPARTMENT OF PUBLIC WORKS AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION,AS APPLICABALE.2.UTLITY INFORMATION SHOWN ON THIS PLAN IS BASED ON VISIBLE FIELD EVIDENCE AND AVAILABLERECORDS. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO COMMENCINGWORK. CARE SHOULD BE TAKEN NOT TO DISTURB EXISTING UTILITIES AND SERVICE CONNECTIONS (ORPORTIONS THEREOF) TO REMAIN. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ABANDONEDUTILITY SERVICE CONNECTIONS AND INSTALLATION OF NEW SERVICE CONNECTIONS AND SHALLCOORDINATE WORK WITH THE APPROPRIATE UTILITY COMPANY.3.REMOVAL OF EXISTING STRUCTURES, INCLUDING BUILDINGS, DRAINAGE SYSTEMS AND OTHER STRUCTURES,IS TO BE DONE IN CONFORMANCE WITH THE REGULATIONS OF THE TOWN OF SOUTHAMPTON ANDAPPLICABLE COUNTY, STATE AND FEDERAL AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAININGALL PERMITS FOR DEMOLITION AND DISPOSAL OF EXISTING STRUCTURES AND MATERIALS.4.ALL STRUCTURES TO BE REMOVED (FOUNDATIONS, CONCTRETE SLABS, DRAINAGE STRUCTURES, ETC.)SHALL BE REPLACED WITH CLEAN, GRANULAR MATERIAL, COMPACTED TO 95% STANDARD PROCTORDENSITY.5.ALL PAVEMENT TO BE REMOVED OR REPLACED SHALL BE SAWCUT.6.THE CONTRACTOR SHALL EMPLOY APPROPRIATE MAINTENANCE AND PROTECTION OF TRAFFIC MEASURESDURING CONSTRUCTION AS APPLICABLE. MEASURES UTILIZED DURING WORK SHALL BE IN ACCORDANCEWITH THE N.Y.S. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.7.EXCEPT WHERE OTHERWISE NOTED, WHERE NEW CONCRETE CURBING AND CURBED ISLANDS AREPROPOSED, THE BOTTOM OF CURB ELEVATION SHALL BE CALCULATED USING THE EXISTING PAVEMENTELEVATION. THE TOP OF CURB SHALL BE CALCULATED 6" ABOVE THE EXISTING PAVEMENT ELEVATION.PAVEMENT AROUND THE PERIMETER OF EACH ISLAND SHALL BE GRADED SO THAT WATER IS NOT TRAPPEDAGAINST OR NEAR THE CURB, AND WILL FLOW FREELY TOWARDS THE NEAREST EXISTING OR PROPOSEDDOWNSTREAM INLET. EXISTING PAVEMENT SHALL BE SAWCUT AT THE LOCATION OF THE PROPOSED CURB.BACKFILL AROUND THE THE COMPLETED ISLAND SHALL BE CLEAN, GRANULAR FILL COMPACTED TO 95%STANDARD PROCTOR DENSITY. NEW ASPHALT SHALL PROVIDED A SMOOTH TRANSITION TO EXISTINGPAVEMENT TO REMAIN. ALL SAWCUT LINES SHALL BE SEALED WHERE NEW PAVEMETN MEETS EXISTINGPAVEMENT TO REMAIN.8.ALL EXISTING CATCH BASINS AND DRYWELLS SHALL BE CLEANED OF SILT AND DEBRIS AT THE COMPLETIONOF CONSTRUCTION.9.THE CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS BEFORE EXCAVATION, CUTTING,REMOVING, OR TAPPING INTO ANY EXISTING UTILITY SERVICE. THE TOWN OF SOUTHAMPTON SHALL BENOTIFIED 48 HOURS BEFORE ANY SITE WORK IS BEGUN.10.PRIVATE UTILITY POLES TO BE RELOCATED SHALL BE DONE WITH COORDINATION WITH THE APPROPRIATEELECTRIC AND TELECOMMUNICATION COMPANIES. GAS AND ELECTRIC SERVICE CONNECTIONS AND/ORSERVICE ABANDONMENTS SHALL BE COORDINATED WITH LIPA / NATIONAL GRID. WHERE FEASIBLE,PROPOSED ELECTRICAL WIRING SHALL BE UNDERGROUND.11.ALL CONNECTING DRAINAGE PIPING SHALL BE 12" RCP UNLESS OTHERWISE SHOWN ON THE PLAN.12.DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BEDISPOSED OF IN ACCORDANCE WITH LOCAL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLECODES.13.ALL SANITARY SEWER PIPING SHALL BE DR-18 PVC OR EQUAL UNLESS OTHERWISE NOTED ON THE PLAN.WHERE SEWER PIPE COVER IS LESS THAN 4'-0", DUCTILE IRON PIPE IS REQUIRED.14.REFER TO LIPA STANDARD SHEETS FOR PROTECTIVE BOLLARD SIZES, REQUIRED SETBACKS AND OTHERDIMENSIONS AT TRANSFORMER AND GENERATOR PADS.15.WATER MAIN TAPS, INCLUDING TAPPING PERMITS AND FEES, METER REQUIREMENTS, ETC., SHALL BECOORDINATED WITH THE SUFFOLK COUNTY WATER AUTHORITY.16.EXISTING WATER, SEWER AND OTHER CASTINGS DISTURBED DURING WORK SHALL BE ADJUSTED TO GRADEAS REQUIRED.17.ALL PROPOSED DRYWELLS SHALL BE PRECAST, WITH PRECAST OPENINGS FOR DRAINAGE PIPE AND SHALLCONFORM TO SUFFOLK COUNTY STANDARDS.1.THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITES ARE SHOWN A S A N A P P R O X I M A T E REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S) HAV E N O T I N D E P E N D E N T L Y V E R I F I E D THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATIO N S H O W N D O E S N O T G U A R A N T E E THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNIN G T H E U T I L I T E S , N O R D O E S I T GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY B E P R E S E N T T H A T A R E N O T S H O W N ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONS T R U C T I O N , T H E C O N T R A C T O R S H A L L VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATION S O F T H E P O I N T S O F C O N N E C T I O N S TO EXISITING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO INTER F E R E N C E S W I T H E X I S T I N G U T I L I T I E S AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE P U B L I C R I G H T S O F W A Y . 2.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOS E D W O R K , O R E X I S T I N G C O N D I T I O N S DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMP L E T E D A S I N T E N D E D , T H E L O C A T I O N , ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMIN E D W I T H O U T D E L A Y B Y T H E CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE O W N E R ' S R E P R E S E N T A T I V E F O R T H E RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIF Y P R I O R T O P E R F O R M I N G ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIO N A L P A Y M E N T S W H I C H O T H E R W I S E MAY BE WARRANTED TO RESOLVE THE CONFLICT.3.SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCH E S I N A C C O R D A N C E W I T H ELEVATIONS ON THE GRADING AND UTILITY PLANS.4.RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE CO V E R S , G A S G A T E S , E L E C T R I C A N D TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS AR E A P P R O X I M A T E A N D S H A L L B E SET/RESET AS FOLLOWS:A.PAVEMENT AND CONCRETE SURFACES: FL U S H B.ALL SURFACES ALONG ACCESSIBLE ROUTES: FL U S H C.LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ON E I N C H A B O V E S U R R O U N D I N G AREA AND TAPER EARTH TO RIM ELEVATION.5.THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION O F P R O P O S E D P R I V A T E U T I L I T Y SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PR O V I D E D B Y , A N D A P P R O V E D B Y , T H E RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALAR M , E T C . ) . F I N A L D E S I G N L O A D S A N D LOCATIONS TO BE COORDINATED WITH THE OWNER AND ARCHITECT.6.CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPO N S I B L E F O R P A Y I N G F E E S F O R P O L E RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELE C T R I C , T E L E P H O N E , F I R E A L A R M , AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED B Y C O N T R A C T O R O R B Y T H E U T I L I T I E S COMPANY.7.UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE N O T E D O N T H E P L A N : A.WATER PIPES SHALL BE CEMENT LINE DUCTILE IRON PIPE (CLDI)B.SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE (PVC)C.STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE (R C P ) 8.CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AN D S H A L L F U R N I S H E X C A V A T I O N , INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RE L A T E D I T E M S S U C H A S P U L L B O X E S , CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SI T E C O N T R A C T O R S H A L L F U R N I S H CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY C O M P A N Y A N D A S I N D I C A T E D O N THE DRAWINGS.9.CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN A C C O R D A N C E W I T H G A S C O M P A N Y ' S REQUIREMENTS.10.ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN . ) S H A L L B E D E T E R M I N E D B Y T H E MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THE S E P L A N S A N D L O C A L M U N I C I P A L STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATE R , T H E M I N I M U M D I A M E T E R S H A L L B E 5 FEET.1.PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR S H A L L N O T I F Y A P P R O P R I A T E AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOW N O N T H E P L A N S A N D A S I D E N T I F I E D IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO T H I S P R O J E C T . 2.CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEAS U R E S , A N D R E M O V E S E D I M E N T THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER E A C H S T O R M E V E N T A N D D I S P O S E O F SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER O T H E R D R A I N A G E S T R U C T U R E S A N D PROTECTED AREAS.3.CONTRACTOR SHLL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTI O N S U C H T H A T S E D I M E N T A T I O N SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH S E D I M E N T A T I O N I S C A U S E D B Y WATER, WIND, OR DIRECT DEPOSIT.4.CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH TH A T E A R T H M A T E R I A L S A R E E X P O S E D FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTH E R W I S E S T A B I L I Z E D T O P R E V E N T EROSION.5.UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMA N E N T G R O U N D C O V E R , CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL ME A S U R E S A N D C L E A N S E D I M E N T A N D DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS.SERVICE OPERATING AUTHORITYELECTRIC PSE & G WATER SUFFOLK COUNTY WATER AUTHORITYTELEPHONE VERIZONSANITARY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERV I C E S GAS NATIONAL GRID Civil Site NotesGrading and Drainage NotesUtility InformationCivil Site Not e s Erosion Control Civil Site NotesGeneralCivil Site Not e s Utilities Dr a w i n g N u m b e r : Sh e e t of PW G C P r o j e c t N u m b e r : Tit l e o f D r a w i n g : Cl i e n t : Re g u l a t o r y R e f e r e n c e N u m b e r : Co u n t y T a x M a p N u m b e r : Nu m b e r Re v i s i o n D e s c r i p t i o n Re v i s i o n D a t e 1 2 3 4 5 6 7 Pr o j e c t : Pr o j e c t A d d r e s s : Un a u t h o r i z e d a l t e r a t i o n o r a d d i t i o n to t h i s d r a w i n g a n d r e l a t e d d o c u m e n t s is a v i o l a t i o n o f S e c t i o n 7 2 0 9 of t h e N e w Y o r k S t a t e E d u c a t i o n L a w CO N S U L T A N T S Ap p r o v e d B y Dr a w n B y De s i g n e d B y Sc a l e Da t e C r e a t e d Da t e S u b m i t t e d 63 0 J o h n s o n A v e n u e . ● Su i t e 7 Bo h e m i a ● NY ● 11 7 1 6 - 2 6 1 8 Ph o n e : ( 6 3 1 ) 5 8 9 - 6 3 5 3 ● Fa x : ( 6 3 1 ) 5 8 9 - 8 7 0 5 E- m a i l : I N F O @ P W G R O S S E R . C O M PW G C St r a t e g i c E n v i r o n m e n t a l a n d E n g i n e e r i n g S o l u t i o n s P. W . G R O S S E R C O N S U L T I N G E N G I N E E R AN D H Y D R O G E O L O G I S T , P . C . PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 02-12-19\Enclaves 02-13-19 Site Plan.DWG (001~) PLOT DATE/TIME: Feb 14, 2019-2:03pm By: CUNHA Co n t r a c t N u m b e r : TH E E N C L A V E S 56 6 5 5 R O U T E 2 5 SO U T H O L D , N Y SI T E P L A N 56 6 5 5 R O U T E 2 5 SO U T H O L D SU F F O L K C O U N T Y , N E W Y O R K 10 0 0 - 6 3 - 3 - 1 5 - - 14 AV G 1 6 0 1 RE Q U I R E D PR O P O S E D MIN . L O T S I Z E 20 , 0 0 0 S Q . F T . 2 9 4 , 2 0 2 S Q . F T . MIN . L O T W I D T H 60 ' 1 9 0 . 6 6 ' MIN . L O T D E P T H 10 0 ' 9 2 8 . 0 3 ' MIN . F R O N T Y A R D 15 ' 1 7 . 1 6 ' MIN . S I D E Y A R D 10 ' 3 2 . 0 ' MIN . B O T H S I D E Y A R D S 25 ' 8 0 . 6 6 ' MIN . R E A R Y A R D 25 ' 1 5 3 . 8 3 ' MIN . L A N D S C A P E A R E A 25 % 5 8 . 6 2 % MA X . L O T C O V E R A G E 4 0 % 1 6 . 3 % MA X I M U M H E I G H T 35 ' 3 2 . 9 3 ' MA X . N U M B E R O F S T O R I E S 2 S T O R I E S 2 S T O R I E S ZO N E : H B - H A M L E T B U S I N E S S P r o p e r t y I n f o r m a t i o n - Z o n i n g SIT E : TH E E N C L A V E S 56 6 5 5 R O U T E 2 5 SO U T H O L D , N Y SC T M # : 10 0 0 - 6 3 - 3 - 1 5 LO T A R E A : 6. 7 5 A C R E S AL L O W A B L E S A N I T A R Y D E N S I T Y F L O W 6. 7 5 A C R E S X 6 0 0 G P D / A C R E = 4 , 0 5 0 G P D PR O P O S E D S A N I T A R Y D E N S I T Y F L O W 74 S E A T R E S T A U R A N T X 1 0 G P D / S E A T = 7 4 0 G P D 44 U N I T H O T E L X 1 5 0 G P D / U N I T = 6 , 6 0 0 G P D TO T A L S A N I T A R Y F L O W = 7 , 3 4 0 G P D SI N C E P R O P O S E D E X C E E D S A L L O W A B L E A S E W A G E T R E A T M E N T P L A N T ( S T P ) H A S BE E N P R O V I D E D . PR O P O S E D R E S T A U R A N T - G R E A S E T R A P S I Z I N G PR O P O S E D 7 4 S E A T R E S T A U R A N T KI T C H E N F L O W = 2 0 G P D / S E A T X 7 4 S E A T S = 1 , 4 8 0 G P D GR E A S E T R A P D E S I G N RE Q U I R E D : 1, 4 8 0 G P D X 1 D A Y = 1 , 4 8 0 G P D PR O V I D E D : (1 ) 1 0 ' D I A . x 5 ' L I Q U I D D E P T H G R E A S E T R A P (2 , 5 0 0 G A L ) ST P D E S I G N F L O W PR O P O S E D R E S T A U R A N T D E S I G N F L O W 74 S E A T S X 3 0 G P D / S E A T = 2 , 2 2 0 G P D PR O P O S E D 4 4 U N I T H O T E L 15 0 G P D / U N I T X 4 4 U N I T S = 6 , 6 0 0 G P D ST P D E S I G N F L O W = 8 , 8 2 0 G P D ST P L E A C H I N G P O O L D E S I G N RE Q U I R E D : 8,8 2 0 G P D / 5 G P D / S F = 1 , 7 6 4 S F PR O V I D E D : NE W L E A C H I N G P O O L S 10 ' D I A . L E A C H I N G P O O L H A S 3 1 . 4 S F P E R V E R T I C A L L I N E A R F E E T ( V L F ) 31 . 4 S F / V E R T I C A L L I N E A R F O O T X 1 5 . 0 V E R T I C A L F E E T = 4 7 1 S F 47 1 S F X 4 P O O L S = 1 , 8 8 4 S F P R O V I D E D 1, 8 8 4 S F P R O V I D E D > 1 , 7 6 4 S F R E Q U I R E D Sa n i t a r y C a l c u l a t i o n s SI T E SC A L E : 1 " = 1 , 5 0 0 ' 0 1, 5 0 0 3, 0 0 0 SI T E L O C A T I O N M A P SC A L E : N T S TC 01 / 2 0 / 1 7 TC 08 / 2 3 / 1 6 BG AS S H O W N GE N E R A L N O T E S SI T E P L A N C- 0 0 1 1 1. SU R V E Y P R E P A R E D B Y J O H N M I N T O S U R V E Y O R , 9 3 S M I T H T O W N B O U L E V A R D , S M I T H T O W N , N Y DA T E D : M A R C H 2 8 , 2 0 0 6 - L A S T U P D A T E D : J U L Y 6 , 2 0 1 5 Su r v e y N o t e s Su r v e y N o t e s RE V . T O 4 4 R O O M S - U P D A T E U T I L I T I E S 04 / 1 1 / 2 0 1 7 Pa r k i n g C a l c u l a t i o n s RE S T A U R A N T P A R K I N G SP A C E S R E Q U I R E D SP A C E S P R O V I D E D 74 S E A T S / 3 2 4 . 6 S P A C E S (1 A D A I N C . ) 29 S P A C E S ( 2 A D A I N C . ) OR 1 P E R 1 0 0 S F F L O O R A R E A 2, 8 9 4 S F = 2 9 S P A C E S ( 2 A D A I N C . ) 29 S P A C E S ( 2 A D A I N C . ) PR O V I D I N G 2 G R A S S P A V E D O V E R F L O W P A R K I N G O N S I T E TO T A L R E S T A U R A N T P R O V I D E D : 2 7 P A V E D S P A C E S ( 2 A D A I N C . ) A N D 2 G R A S S P A V E D S P A C E S : 29 T O T A L HO T E L P A R K I N G SP A C E S R E Q U I R E D SP A C E S P R O V I D E D 1/ U N I T - 4 4 U N I T S 44 S P A C E S ( 2 A D A ) 96 S P A C E S ( 2 A D A I N C . ) OR 1/ E M P L O Y Y E E ( 1 2 ) + 1 / U N I T ( 4 4 ) 56 S P A C E S ( 2 A D A , I N C . ) 96 S P A C E S ( 2 A D A ) PR O V I D I N G 3 5 G R A S S P A V E D O V E R F L O W P A R K I N G O N S I T E TO T A L H O T E L P A R K I N G P R O V I D E D : 9 6 P A V E D S P A C E S ( 4 A D A I N C . ) , 3 5 G R A S S P A V E D S P A C E S : 1 3 1 T O T A L *P R O V I D E D S P A C E S : 1 3 1 M I N U S R E Q U I R E D S P A C E S 5 6 = 7 5 O V E R F L O W S P A C E S O N S I T E Dra w i n g N u m b e r : Sh e e t of PW G C P r o j e c t N u m b e r : Tit l e o f D r a w i n g : Cli e n t : Re g u l a t o r y R e f e r e n c e N u m b e r : Co u n t y T a x M a p N u m b e r : Nu m b e r Re v i s i o n D e s c r i p t i o n Re v i s i o n D a t e 1 2 3 4 5 6 7 Pr o j e c t : Pr o j e c t A d d r e s s : Un a u t h o r i z e d a l t e r a t i o n o r a d d i t i o n to t h i s d r a w i n g a n d r e l a t e d d o c u m e n t s is a v i o l a t i o n o f S e c t i o n 7 2 0 9 of t h e N e w Y o r k S t a t e E d u c a t i o n L a w CO N S U L T A N T S Ap p r o v e d B y Dra w n B y De s i g n e d B y Sc a l e Da t e C r e a t e d Da t e S u b m i t t e d 63 0 J o h n s o n A v e n u e . ● Su i t e 7 Bo h e m i a ● NY ● 11 7 1 6 - 2 6 1 8 Ph o n e : ( 6 3 1 ) 5 8 9 - 6 3 5 3 ● Fa x : ( 6 3 1 ) 5 8 9 - 8 7 0 5 E- m a i l : I N F O @ P W G R O S S E R . C O M PW G C St r a t e g i c E n v i r o n m e n t a l a n d E n g i n e e r i n g S o l u t i o n s P. W . G R O S S E R C O N S U L T I N G E N G I N E E R AN D H Y D R O G E O L O G I S T , P . C . PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 02-12-19\Enclaves 02-13-19 Site Plan.DWG (002~) PLOT DATE/TIME: Feb 14, 2019-2:03pm By: CUNHA Co n t r a c t N u m b e r : TH E E N C L A V E S 56 6 5 5 R O U T E 2 5 SO U T H O L D , N Y SI T E P L A N 56 6 5 5 R O U T E 2 5 SO U T H O L D SU F F O L K C O U N T Y , N E W Y O R K 10 0 0 - 6 3 - 3 - 1 5 - - 14 AV G 1 6 0 1 TC 01 / 2 0 / 1 7 TC 08 / 2 3 / 1 6 BG AS S H O W N LE G E N D SI T E P L A N C- 0 0 2 2 CONCRETE TO BE REMOVED BUILDING TO BE REMOVEDBOLLARD PROTECTION OHDENTBUILDING ENTRANCE and OVERHEAD DOOR CONCRETE and CONCRETE WALK BUILDING INTERIOR PROPERTY LINEMATCHLINELIMITS OF CONSTRUCTION/DISTURBANCE WETLAND FLAGGING EASEMENT BUILDING SETBACK LINE PROPERTY LINE; RIGHT-OF-WAY LINEMINOR CONTOURSSPOT ELEVATIONTOP and BOTTOM of CURB ELEV A T I O N RIDGELINETOP OF SLOPE MAJOR CONTOURS20 142014TOP and BOTTOM of WALL ELEV A T I O N EL. 123.45TC 123.45BC 122.95TW 123.45BW 113.45 R I D G E L I N EEL. 123.45TC 123.45BC 122.95TW 123.45BW 113.45 TOP OF SLOPEBOTTOM OF SLOPEBOTTOM OF SLOPEEL. 123.45 +EL. 123.45 +PAVEMENT TO BE REMOVED CONCRETE CURB TO BE REMOVEDHEAVY DUTY PAVEMENT NEW PAVEMENT EDGE OF PAVEMENTSAWCUT LINE CONCRETE CURBTRENCH DRAINDRYWELL with GRATE INLETDRYWELL with SOLID COVERDRYWELL with BURIED CONCRE T E C O V E R DRYWELL with CURB INLET CATCH BASIN with CURB INLET DRAINAGE MANHOLE with GRAT E I N L E T DRAINAGE STRUCTURE LABELRIM 135.43 DW A-1INV 130.43 (N)RIM 135.43 EXDW A-1INV 130.43 (N)DRAINAGE MANHOLE with SOLID C O V E R CHAIN LINK FENCEFENCE (OTHER)RETAINING WALLTREE LINEEDGE of WATER LINE / HIGH WATERxxx STOCKADE FENCE XPARKING COUNTLANDBANKED PARKING COUNT 242424CUMULATIVE PARKING COUNT225225HANDICAPPED ACCESSIBLE PARKING8'8'8'STANDARD PARKING SPACES33 RO O F D R A I N A G E UN D E R D R A I N A G E FR E N C H D R A I N A G E SA N I T A R Y S E W E R A G E FO R C E M A I N WA T E R M A I N DR A I N A G E DO M E S T I C W A T E R S E R V I C E FIR E P R O T E C T I O N S E R V I C E NA T U R A L G A S EL E C T R I C P O W E R L I N E TE L E C O M M U N I C A T I O N FIB E R O P T I C C A B L E CA B L E T E L E V I S I O N FIR E A L A R M TR A F F I C W I R I N G 6" R D UD 15 " D FD6" SFM 12 " W 2" D W 6" F PGETFO C CA T V FA TR F OV E R H E A D W I R E OE UDFD6" SFMW2" D W 6" F PGETFO C CA T V FA TR F OE RD 15 " D FIR E H Y D R A N T WA T E R V A L V E GA S V A L V E EL E C T R I C M A N H O L E UT I L I T Y P O L E LIG H T P O L E CLEAN OUT COCOLEACHING POOL w COVER TO G R A D E SEPTIC TANK with COVERS TO G R A D E LEACHING POOL with BURIED CO N C . C O V E R SEPTIC TANK with BURIED CONC . C O V E R SANITARY SEWER MANHOLEGREASE TRAP with COVERS TO G R A D E SANITARY SEWER STRUCTURE L A B E L RIM 135.43 LP A-1INV 130.43 (N)RIM 135.43 EXLP A-1INV 130.43 (N) IR R I G A T I O N C O N T R O L V A L V E EB X EL E C T R I C B O X SP R I N K E R H E A D SO I L B O R I N G RO O F D R A I N PO S T CI R S CA P P E D I R O N R O D S E T GV MO N IP F IR O N P I P E CO N C R E T E M O N U M E N T TE L E P H O N E M A N H O L E TE L E P H O N E P E D E S T A L TR A N S F O R M E R SI G N LP IR O N R O D TR A F F I C S I G N A L B O X CA P P E D I R O N R O D TR A F F I C S I G N A L P O L E CI R F IR FTS P TR A N S TP TM H TS B Layout and Materials LegendExisting Proposed NotesPolitical and Property BoundariesCurb and PavementBuilding and ElementsFence and Property FeaturesParking Features Grading and Drainage Leg e n d Existing Proposed NotesTopographic Features Ut i l i t i e s L e g e n d Ex i s t i n g P r o p o s e d N o t e s Ut i l i t y F e a t u r e s Sanitary Sewer Facilities CIR S MO N IP FCIR F IR F EB X TS P TR A N S TP TM H TS B Drainage Elements BCBW CA T V CBCODDM H DW EB X EM H EXFAFDFM FO C FPGGV HY D IC V IN VLALPMO N OH WRD RI MSSM H SP KTTC TM H TR A N S TS B TS P TWUDWWV BCBW CA T V CBCODDM H DWEB X EM H EXFAFDFM FO C FPGGV HY D IC V IN V LALPMO N OH W RDRIMSSM H SP KTTC TM H TR A N S TS B TS P TWUDWWV VI F BO T T O M O F C U R B BO T T O M O F W A L L CA B L E T E L E V I S I O N CA T C H B A S I N CL E A N O U T DR A I N A G E DR A I N A G E M A N H O L E DR Y W E L L EL E C T R I C B O X EL E C T R I C M A N H O L E EX I S T I N G FI R E A L A R M FR E N C H D R A I N FO R C E M A I N FI B E R O P I T I C C A B L E FI R E P R O T E C T I O N S E R V I C E GA S GA S V A L V E HY D R A N T IR R I G A T I O N C O N T R O L V A L V E IN V E R T LA N D S C A P E LI G H T P O L E MO N U M E N T OV E R H E A D W I R E RO O F D R A I N RI M E L E V A T I O N SA N I T A R Y / S E W E R SA N I T A R Y / S E W E R M A N H O L E SP R I N K L E R H E A D TE L E P H O N E TO P O F C U R B TE L E P H O N E M A N H O L E TR A N S F O R M E R TR A F F I C S I G N A L B O X TR A F F I C S I G N A L P O L E TO P O F W A L L UN D E R D R A I N A G E WA T E R WA T E R V A L V E VE R I F Y I N F I E L D Ab r e v i a t i o n s Ex i s t i n g P r o p o s e d N o t e s 24 RE V . T O 4 4 R O O M S - U P D A T E U T I L I T I E S 04 / 1 1 / 2 0 1 7 REQ'D SIDEYARD SETBACK 25'-0"REQ'DREARYARDSETBACK 15 ' - 0 " RE Q ' D FR O N T Y D . SE T B A C K 31 LONG ISLAND RAILROAD MAIN ROAD NYS ROUTE 25 6 9 12 21 22 ' - 8 " PROPOSED REAR YARD SETBACK EX I S T ' G . 28'-3" EXIST'G. FI S H P O N D WA L K W A Y WA L K W A Y GA R B A G E AR E A 11 GARBAGEAREA13 48'-8" PROPOSED SIDE YARD SETBACK 22 3 ' - 1 " PR O P O S E D F R O N T YA R D S E T B A C K 16N71°22'40"E 415.71'S07°38'10"E 6 2 2 . 7 8 ' S0 7 ° 4 4 ' 4 0 " E 3 1 0 . 0 0 ' S84°04'50"W 191.30' N0 4 ° 4 5 ' 2 0 " W 1 7 8 . 0 0 ' sla t e sla t e SH E D ch a i n l i n k f e n c e stockade fence f e n c e ch a i n l i n k stockade fencestockade fencestockade fence S85°14'40"W 103.00' S87°58'50"W 90.10' N05°30'50"W 6 1 6 . 5 7 ' S71°22'40"W59.72'N05°30'50"W51.34'15'-0" we l l WI T H N E T T I N G WO O D P O S T S WESTBOUND LANE EASTBOUND LANE DOUBLE YELLOW TRAFFIC LINES cb WHITE TRAFFIC LINE walk WHITE TRAFFIC LINE u.p. concrete sidewalk cb u.p. f.h. cb u.p. u.p.u.p.u.p. cbcb cb SI G N SI G N SIG N SI G N SI G N SI G N 10'-0" LA N D N O W O R F O R M E R L Y O F CH A R L E S W . W I T Z K E S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 2 8 . 1 LAND NOW OR FORMERLY OFANTHONY FORGIONES.C.T.M.NO. 1000-63-03-17.3 LA N D N O W O R F O R M E R L Y O F VI N C E N T D O L O M I T E & I L E A N A D O L O M I T E S. C . T . M . N O . 1 0 0 0 - 6 3 - 0 3 - 1 7 . 4 LAND NOW OR FORMERLY OF ANTHONY ZUSTOVICH & STEPHAN I E ZUSTOVICH S.C.T.M. NO. 1000-63-03-17.2 LA N D N O W O R F O R M E R L Y O F VA L E R I E M . S C O P A Z S. C . T . M . N O . 1 0 0 0 - 6 3 - 0 3 - 1 6 LA N D N O W O R F O R M E R L Y O F PI L L E S R E A L T Y H O L D I N G L L C S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 1 2 LA N D N O W O R F O R M E R L Y O F JA N E T L . R Y A N S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 1 3 LA N D N O W O R F O R M E R L Y O F EU G E N T O M A S I C & M I R E L L A T O M A S I C S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 1 4 LO C U S T L A N E TO W N H A R B O R LA N E EX I S T I N G 1 S T O R Y FR A M E G A R A G E T O RE M A I N LI N E O F E X I S T I N G DR I V E W A Y T O B E RE M O V E D EX I S T I N G T O B E RE M O V E D EX I S T I N G W E L L TO R E M A I N A S IR R I G A T I O N W E L L EX I S T I N G T O B E RE M O V E D EX I S T I N G T O 2 S T O R Y ST R U C T U R E T O R E M A I N PR O P O S E D R E S T A U R A N T FF : 2 7 . 5 EX I S T I N G 1 S T O R Y F R A M E SH E D T O B E R E N O V A T E D A N D IN C O R P O R A T E D I N T O M A I N ST R U C T U R E PR O P O S E D A D D I T I O N T O EX I S T I N G S T R U C T U R E NE W P R O P O S E D D R I V E W A Y AN D P A R K I N G NE W P R O P O S E D D R I V E W A Y PROPOSED PARKING AR E A NEW PROPOSED PARKING AREA NEW PROPOSED DRIVEWAY NE W P R O P O S E D DR I V E W A Y PR O P O S E D H O T E L CH E S S B O A R D LA W N / S C U L P T U R E GA R D E N 17 ' - 2 " PO O L A R E A COTTAGE PARKING218'-11"4 RAMP H.T . H.T . 153'-10"PROPOSED REAR YARD SETBACK 32'-0"COTTAGE 1 H.T.WALKWAYCOTTAGE 2 H.T.COTTAGE 3 H.T.COTTAGE 4 H.T. PO O L C A B A N A S S S S SSSSSSSSSSSSSSSSSSSSSSSSS SSSSSS27.19 RA M P RA M P GR A D E E L . 3 0 . 5 ' FF E L . 3 2 . 0 ' FF E L . 3 2 . 0 ' PROPOSED PARKING AREA PROPOSEDPARKING AREA PL A Y C O U R T S 97'-10" EXIST. SIDE YARD SETBACK GR A D E E L . 2 7 . 5 ' TW : 3 0 . 5 BW : 2 7 . 2 5 TW : 3 0 . 5 BW : 2 7 . 2 5 TW : 3 0 . 5 BW : 2 7 . 2 0 GR A D E E L . 2 7 . 5 ' TW: 30.5BW: 27.25 +E L : 2 7 . 2 5 TW : 3 0 . 5 BW : 2 7 . 2 5 20 RIDGE32.5 RIDGE 31.5 RIDGE 26.2 RIDGE 26.2 PR O P O S E D FR O N T Y A R D SE T B A C K RI D G E RIDGE 18'-0" 18'-0" 20' TYP. 9' T Y P . 22' TYP. 9' T Y P . 22' TYP. 18 ' - 0 " 16 ' - 0 " 16 ' - 0 " 18'-0" 14'-0" 14'-0" 25'-8" 25'-5" 24'-4" 24'-5" 9' T Y P . 20' TYP. 27'-9"24'-10"9' TYP.20' TYP.24'-0"27'-5"24'-0"9'TYP.20' TYP.20'TYP. 20' TYP. 9' TYP. R1 - 1 ( S E E S I G N SC H E D U L E TH I S S H E E T ) R1 - 5 ( S E E S I G N SC H E D U L E TH I S S H E E T ) EO ( S E E S I G N SC H E D U L E TH I S S H E E T ) R7 - 8 ( S E E S I G N SC H E D U L E TH I S S H E E T ) R7 - 1 & R 7 - 8 b (S E E S I G N SC H E D U L E TH I S S H E E T ) R7 - 8 ( S E E S I G N SC H E D U L E TH I S S H E E T ) (T Y P . F O R 4 ) R7 - 1 & R 7 - 8 b (S E E S I G N SC H E D U L E TH I S S H E E T ) (T Y P . F O R 2 ) NY R 3 - 1 4 ( S E E S I G N SC H E D U L E TH I S S H E E T ) R6 - 5 P (S E E S I G N SC H E D U L E TH I S S H E E T ) R5 - 1 ( S E E S I G N SC H E D U L E TH I S S H E E T ) R3 - 1 ( S E E S I G N SC H E D U L E TH I S S H E E T ) R6 - 5 P ( S E E SI G N SC H E D U L E TH I S S H E E T ) R4 - 7 A ( S E E S I G N SC H E D U L E TH I S S H E E T ) R4 - 8 A ( S E E S I G N SC H E D U L E TH I S S H E E T ) LI G H T E D EN C L A V E S S I G N (S E E A R C H I T E C T U R A L PL A N S ) PROPOSED SIDEYARD SETBACKREQ'DSIDEYARDSETBACK S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSSSSSSSS NEW PROPOSED DRIVEWAY 4 PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G PROPOSEDPERVIOUSOVERFLOWPARKING4 22 ' - 0 " 20 ' - 0 " 9'-0" 11 20'-0" 22'-0" 20'-0" 22'-0" PROPOSEDPERVIOUSOVERFLOWPARKING 10 ' - 0 " 22'-0" 1 2 2 PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G 5 2 PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G 20'-0" 6 PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G 10'-0" 22 ' - 0 " 22'-0" 4 R4 - 8 A ( S E E S I G N SC H E D U L E TH I S S H E E T ) R4 - 7 A ( S E E S I G N SC H E D U L E TH I S S H E E T ) Dra w i n g N u m b e r : Sh e e t of PW G C P r o j e c t N u m b e r : Tit l e o f D r a w i n g : Cli e n t : Re g u l a t o r y R e f e r e n c e N u m b e r : Co u n t y T a x M a p N u m b e r : Nu m b e r Re v i s i o n D e s c r i p t i o n Re v i s i o n D a t e 1 2 3 4 5 6 7 Pr o j e c t : Pr o j e c t A d d r e s s : Un a u t h o r i z e d a l t e r a t i o n o r a d d i t i o n to t h i s d r a w i n g a n d r e l a t e d d o c u m e n t s is a v i o l a t i o n o f S e c t i o n 7 2 0 9 of t h e N e w Y o r k S t a t e E d u c a t i o n L a w CO N S U L T A N T S Ap p r o v e d B y Dra w n B y De s i g n e d B y Sc a l e Da t e C r e a t e d Da t e S u b m i t t e d 63 0 J o h n s o n A v e n u e . ● Su i t e 7 Bo h e m i a ● NY ● 11 7 1 6 - 2 6 1 8 Ph o n e : ( 6 3 1 ) 5 8 9 - 6 3 5 3 ● Fa x : ( 6 3 1 ) 5 8 9 - 8 7 0 5 E- m a i l : I N F O @ P W G R O S S E R . C O M PW G C St r a t e g i c E n v i r o n m e n t a l a n d E n g i n e e r i n g S o l u t i o n s P. W . G R O S S E R C O N S U L T I N G E N G I N E E R AN D H Y D R O G E O L O G I S T , P . C . PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 02-12-19\Enclaves 02-13-19 Site Plan.DWG (C100~) PLOT DATE/TIME: Feb 14, 2019-2:03pm By: CUNHA Co n t r a c t N u m b e r : TH E E N C L A V E S 56 6 5 5 R O U T E 2 5 SO U T H O L D , N Y SI T E P L A N 56 6 5 5 R O U T E 2 5 SO U T H O L D SU F F O L K C O U N T Y , N E W Y O R K 10 0 0 - 6 3 - 3 - 1 5 - - 14 AV G 1 6 0 1 TC 01 / 2 0 / 1 7 TC 08 / 2 3 / 1 6 BG AS S H O W N AN D P A R K I N G P L A N TR A F F I C C O N T R O L PR O P O S E D S I T E C- 1 0 0 3 SC A L E : 1 " = 4 0 ' 0 40 80 PR O P O S E D S I T E P L A N SC A L E : 1 " = 4 0 ' SI G N S O R PL A Q U E S SIG N DE S I G N A T I O N MU T C D 2 0 0 9 E D . SE C T I O N N O . SI Z E O F S I G N CO N V E N T I O N A L RO A D SY M B O L NO P A R K I N G R7 - 1 AD A P A R K I N G R7 - 8 - 12 " x 1 8 " - Tr a f f i c C o n t r o l S i g n S c h e d u l e RE S E R V E D PA R K I N G 12 " x 1 8 " NO PA R K I N G AN Y TIM E VA N A C C E S S I B L E R7 - 8 b - 18 " x 9 " VA N AC C E S S I B L E PA I N T E D DI R E C T I O N A L AR R O W CO L O R - W H I T E - - ST O P R1 - 1 2B . 0 5 30 " x 3 0 " ST O P NO R I G H T T U R N R3 - 1 - 24 " x 2 4 " Tr a f f i c C o n t r o l S i g n S c h e d u l e DO N O T EN T E R DO N O T E N T E R R5 - 1 - 30 " x 3 0 " AL L TR A F F I C AL L T R A F F I C NY R 3 - 1 4 - 24 " x 3 0 " RO U N D A B O U T - 30 " x 3 0 " R6 - 5 P EN T E R O N L Y 18 " x 1 8 " EO EN T E R ON L Y KE E P RIG H T KE E P R I G H T R4 - 7 A - 24 " x 3 0 " KE E P LE F T KE E P R I G H T R4 - 8 A - 24 " x 3 0 " SI G N S O R PL A Q U E S SI G N DE S I G N A T I O N MU T C D 2 0 0 9 E D . SE C T I O N N O . SIZ E O F S I G N CO N V E N T I O N A L RO A D SY M B O L RE V . T O 4 4 R O O M S - U P D A T E U T I L I T I E S 04 / 1 1 / 2 0 1 7 Parking CalculationsRESTAURANT PARKING SPACES REQUIRED SPACES PROVIDED74 SEATS / 3 24.6 SPACES(1ADA INC.)29 SPACES (2 ADA INC.)OR1 PER 100 SF FLOOR AREA 2,894 SF = 29 SPACES (2 ADA INC.)29 SPACES (2 ADA INC.)PROVIDING 2 GRASS PAVED OVER FLOW PARKING ON SITE TOTAL RESTAURANT PROVIDED: 27 PAVED SPACES (2 ADA INC.) AND 2 GRASS PAVED SPACES: 29 TOTALHOTEL PARKING SPACES REQUIRED SPACES PROVIDED 1/ UNIT - 44 UNITS44 SPACES (2 ADA)96 SPACES (2 ADA INC.)OR1/EMPLOYYEE (12) +1/UNIT(44)56 SPACES (2 ADA, INC.)96 SPACES (2 ADA)PROVIDING 35 GRASS PAVED OVER FLOW PARKING ON SITETOTAL HOTEL PARKING PROVIDED: 96 PAVED SPACES (4 ADA INC.), 35 GRASS PAVED SPACES: 131 TOTAL *PROVIDED SPACES: 131 MINUS REQUIRED SPACES 56 = 75 OVERFLOW SPACES ON SITE HA N D I C A P P E D A C C E S S I B L E P A R K I N G 8' 8' 8' ST A N D A R D P A R K I N G S P A C E S 3 Park i n g L e g e n d Existing P r o p o s e d N o t e s Political and Propert y B o u n d a r i e s LA N D B A N K E D O R G R A S S P A V E D P A R K I N G S P A C E S 11 REQ'D SIDEYARD SETBACK 25'-0"REQ'DREARYARDSETBACK 15 ' - 0 " RE Q ' D FR O N T Y D . SE T B A C K 31 LONG ISLAND RAILROAD MAIN ROAD NYS ROUTE 25 6 9 12 21 22 ' - 8 " PROPOSED REAR YARD SETBACK EX I S T ' G . 28'-3" EXIST'G. FIS H P O N D WA L K W A Y WA L K W A Y GA R B A G E AR E A 11 GARBAGEAREA13 48'-8" PROPOSED SIDE YARD SETBACK 22 3 ' - 1 " PR O P O S E D F R O N T YA R D S E T B A C K 16N71°22'40"E 415.71'S07°38'10"E 6 2 2 . 7 8 ' S0 7 ° 4 4 ' 4 0 " E 3 1 0 . 0 0 ' S84°04'50"W 191.30' N0 4 ° 4 5 ' 2 0 " W 1 7 8 . 0 0 ' sla t e sla t e SH E D ch a i n l i n k f e n c e stockade fence f e n c e ch a i n l i n k stockade fencestock a d e f e n c e stockade fence S85°14'40"W 103.00' S87°58'50"W 90.10' N05°30'50"W 6 1 6 . 5 7 ' S71°22'40"W59.72'N05°30'50"W51.34'15'-0" we l l WIT H N E T T I N G WO O D P O S T S WESTBOUND LANE EASTBOUND LANE DOUBLE YELLOW TRAFFIC LINES cb WHITE TRAFFIC LINE walk WHITE TRAFFIC LINE u.p. concrete sidewalk cb u.p.f.h. cb u.p. u.p.u.p.u.p. cbcb cb SI G N SIG N SI G N SIG N SI G N SI G N 10'-0" LA N D N O W O R F O R M E R L Y O F CH A R L E S W . W I T Z K E S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 2 8 . 1 LAND NOW OR FORMERLY OFANTHONY FORGIONES.C.T.M.NO. 1000-63-03-17.3 LA N D N O W O R F O R M E R L Y O F VI N C E N T D O L O M I T E & I L E A N A D O L O M I T E S. C . T . M . N O . 1 0 0 0 - 6 3 - 0 3 - 1 7 . 4 LAND NOW OR FORMERLY OF ANTHONY ZUSTOVICH & STEPHAN I E ZUSTOVICH S.C.T.M. NO. 1000-63-03-17.2 LA N D N O W O R F O R M E R L Y O F VA L E R I E M . S C O P A Z S. C . T . M . N O . 1 0 0 0 - 6 3 - 0 3 - 1 6 LA N D N O W O R F O R M E R L Y O F PI L L E S R E A L T Y H O L D I N G L L C S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 1 2 LA N D N O W O R F O R M E R L Y O F JA N E T L . R Y A N S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 1 3 LA N D N O W O R F O R M E R L Y O F EU G E N T O M A S I C & M I R E L L A T O M A S I C S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 1 4 LO C U S T L A N E TO W N H A R B O R LA N E EX I S T I N G 1 S T O R Y FR A M E G A R A G E T O RE M A I N LIN E O F E X I S T I N G DR I V E W A Y T O B E RE M O V E D EX I S T I N G T O B E RE M O V E D EX I S T I N G W E L L TO R E M A I N A S IR R I G A T I O N W E L L EX I S T I N G T O B E RE M O V E D EX I S T I N G T O 2 S T O R Y ST R U C T U R E T O R E M A I N PR O P O S E D R E S T A U R A N T FF : 2 7 . 5 EX I S T I N G 1 S T O R Y F R A M E SH E D T O B E R E N O V A T E D A N D IN C O R P O R A T E D I N T O M A I N ST R U C T U R E PR O P O S E D A D D I T I O N T O EX I S T I N G S T R U C T U R E NE W P R O P O S E D D R I V E W A Y AN D P A R K I N G NE W P R O P O S E D D R I V E W A Y PROPOSED P A R K I N G A R E A NEW PROPOSED PARKING AREA NEW PROPOSED DRIVEWAY NE W P R O P O S E D DR I V E W A Y PR O P O S E D H O T E L CH E S S B O A R D LA W N / S C U L P T U R E GA R D E N 3332333434 32 31 313029 28 30 29 28 27 28 28 27 27 26 26 26 2626 17 ' - 2 " PO O L A R E A COTTAGE PARKING218'-11"4 RAMP H. T . H. T . 153'-10"PROPOSED REAR YARD SETBACK 32'-0"COTTAGE 1 H.T.WALKWAYCOTTAGE 2 H.T.COTTAGE 3 H.T.COTTAGE 4 H.T. PO O L C A B A N A S W W W W E E E E E E E E E E E E E E E E E E E E E E E E E E W W W W W W W W W W W W W W W W W W W W FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP RD RD R D R D S S S SSSSSSSSSSSSSSSSSSSSSSSSS SSSSSS27.19 RD RDRDRDRD SW I M M I N G P O O L DR A I N A G E RA M P RA M P GR A D E E L . 3 0 . 5 ' FF E L . 3 2 . 0 ' FF E L . 3 2 . 0 ' PROPOSED PARKING AREA PROPOSEDPARKING AREA PL A Y C O U R T S W 97'-10" EXIST. SIDE YARD SETBACK GR A D E E L . 2 7 . 5 ' TW : 3 0 . 5 BW : 2 7 . 2 5 TW : 3 0 . 5 BW : 2 7 . 2 5 TW : 3 0 . 5 BW : 2 7 . 2 0 GR A D E E L . 2 7 . 5 ' TW: 30.5BW: 27.25 +E L : 2 7 . 2 5 FL O O R D R A I N GR A T E E L E V : 2 7 . 2 FL O O R D R A I N GR A T E E L E V : 2 7 . 2 TW : 3 0 . 5 BW : 2 7 . 2 5 FL O O R D R A I N GR A T E E L E V : 2 7 . 2 20 RIDGE32.5 28 RIDGE 31.5 LC B P - 1 RIM 3 1 . 2 5 12 ' E F F E C T I V E D E P T H LC B P - 2 RIM 3 1 . 2 5 12' E F F E C T I V E D E P T H LCB P-3RIM 31.812' EFFECTIVE DEPTHDLP P-1RIM 31.812' EFFECTIVE DEPTH LCB P-4RIM 30.812' EFFECTIVE DEPTH RIDGE 26.2 RIDGE 26.2 FL O O R D R A I N GR A T E E L E V : 2 7 . 2 RD H A - 2 RIM 2 9 . 5 12 ' E F F E C T I V E D E P T H RD H A - 1 RIM 2 9 . 5 12 ' E F F E C T I V E D E P T H PO N D D R A I N RIM 2 9 . 2 5 12 ' E F F E C T I V E D E P T H RD H A - 4 RIM 2 8 . 5 12 ' E F F E C T I V E D E P T H RD H A - 3 RIM 2 9 . 5 12 ' E F F E C T I V E D E P T H 32.5 DLPW W-2RIM 30.58' EFFECTIVE DEPTH DL P W W - 1 RIM 2 9 . 8 8' E F F E C T I V E D E P T H LC B P - 6 RIM 2 5 . 9 12 ' E F F E C T I V E D E P T H LC B P - 5 RIM 2 6 . 5 12 ' E F F E C T I V E D E P T H LC B P - 7 RIM 2 5 . 5 12 ' E F F E C T I V E D E P T H LC B P - 8 RIM 2 5 . 5 12 ' E F F E C T I V E DE P T H LC B P - 9 RIM 2 5 . 8 12 ' E F F E C T I V E D E P T H LC B P - 1 0 RIM 2 5 . 8 12 ' E F F E C T I V E DE P T H CB P - 2 RIM 2 5 . 8 CB P - 1 RIM 2 5 . 8 DL P R - 1 RIM 2 5 . 5 8' E F F E C T I V E D E P T H DL P R - 2 RIM 2 5 . 7 5 8' E F F E C T I V E D E P T H 2626 26 2828 29 30 29 293031 31 32 323334 PR O P O S E D FR O N T Y A R D SE T B A C K DLP LS-1RIM 30.812' EFFECTIVE DEPTH DL P L S - 2 RIM 2 6 . 9 12 ' E F F E C T I V E D E P T H DL P L S - 3 RIM 2 5 . 8 12' E F F E C T I V E D E P T H DL P L S - 4 RIM 2 6 . 5 12' E F F E C T I V E D E P T H DLP L S - 5 RIM 2 7 . 5 12 ' E F F E C T I V E D E P T H DL P L S - 6 RIM 2 6 . 9 12 ' E F F E C T I V E DE P T H DL P L S - 7 RIM 2 6 0 1 2 ' E F F E C T I V E DE P T H DL P R A - 1 RIM 2 9 . 5 12 ' E F F E C T I V E D E P T H DLP R A - 2 12' E F F E C T I V E D E P T H DL P R A - 3 12 ' E F F E C T I V E D E P T H DLP RA-412' EFFECTIVEDEPTH DLP RA-512' EFFECTIVE DEPTH RI D G E RID G E 18'-0" 18'-0" 20' TYP. 9' T Y P . 22' TYP. 9' T Y P . 22' TYP. 18 ' - 0 " 16 ' - 0 " 16 ' - 0 " 18'-0" 14'-0" 14'-0" 25'-8" 25'-5" 24'-4" 24'-5" 9' T Y P . 20' TYP. 27'-9"24'-10"9' TYP.20' TYP.24'-0"27'-5"24'-0"9'TYP.20' TYP.20'TYP. 20' TYP. 9' TYP. 29 PROPOSED SIDEYARD SETBACKREQ'DSIDEYARDSETBACK RD H A - 5 RIM 2 8 . 5 12 ' E F F E C T I V E D E P T H S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSSSSSSS NEW PROPOSED DRIVEWAY 4 PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G PROPOSEDPERVIOUSOVERFLOWPARKING4 22 ' - 0 " 20 ' - 0 " 9'-0" 11 20'-0" 22'-0" 20'-0" 22'-0" PROPOSEDPERVIOUSOVERFLOWPARKING 10 ' - 0 " 22'-0" 1 2 2 PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G 5 2 PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G 20'-0" 6 PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G 10'-0" 22 ' - 0 " 22'-0" 4 RD 26 27 Dra w i n g N u m b e r : Sh e e t of PW G C P r o j e c t N u m b e r : Tit l e o f D r a w i n g : Cli e n t : Re g u l a t o r y R e f e r e n c e N u m b e r : Co u n t y T a x M a p N u m b e r : Nu m b e r Re v i s i o n D e s c r i p t i o n Re v i s i o n D a t e 1 2 3 4 5 6 7 Pr o j e c t : Pr o j e c t A d d r e s s : Un a u t h o r i z e d a l t e r a t i o n o r a d d i t i o n to t h i s d r a w i n g a n d r e l a t e d d o c u m e n t s is a v i o l a t i o n o f S e c t i o n 7 2 0 9 of t h e N e w Y o r k S t a t e E d u c a t i o n L a w CO N S U L T A N T S Ap p r o v e d B y Dra w n B y De s i g n e d B y Sc a l e Da t e C r e a t e d Da t e S u b m i t t e d 63 0 J o h n s o n A v e n u e . ● Su i t e 7 Bo h e m i a ● NY ● 11 7 1 6 - 2 6 1 8 Ph o n e : ( 6 3 1 ) 5 8 9 - 6 3 5 3 ● Fa x : ( 6 3 1 ) 5 8 9 - 8 7 0 5 E- m a i l : I N F O @ P W G R O S S E R . C O M PW G C St r a t e g i c E n v i r o n m e n t a l a n d E n g i n e e r i n g S o l u t i o n s P. W . G R O S S E R C O N S U L T I N G E N G I N E E R AN D H Y D R O G E O L O G I S T , P . C . PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 02-12-19\Enclaves 02-13-19 Site Plan.DWG (C200) PLOT DATE/TIME: Feb 14, 2019-2:03pm By: CUNHA Co n t r a c t N u m b e r : TH E E N C L A V E S 56 6 5 5 R O U T E 2 5 SO U T H O L D , N Y SI T E P L A N 56 6 5 5 R O U T E 2 5 SO U T H O L D SU F F O L K C O U N T Y , N E W Y O R K 10 0 0 - 6 3 - 3 - 1 5 - - 14 AV G 1 6 0 1 TC 01 / 2 0 / 1 7 TC 08 / 2 3 / 1 6 BG AS S H O W N AN D G R A D I N G P L A N DR A I N A G E PR O P O S E D S I T E C- 2 0 0 4 TOTAL PROPERTY AREA = 294,202 S F ( 6 . 7 5 A C R E S ) DRAINAGE AREA HOTEL ROOF/POND - 24,935 SFDRAINAGE REQUIREDROOF AREA: 31,335 SF x 2"/12" x 1.00= 5,222.5 C F TOTAL REQUIRED= 5,222.5 C F DRAINAGE LEACHING POOLS(5) 12' DIA. x 12' EFFECTIVE DEPTH DLP'S= (5) x 100.9 CF/FT x 12 FT.= 6,054.0 C F TOTAL PROVIDED=6,054.0 CF Drainage Calculation s DRAINAGE AREA TOTAL SITE PARKING - 73,386 SFDRAINAGE REQUIREDIMPERVIOUS AREA: 73,386 SF x 2"/12" x 1.00 = 12,231 C F TOTAL REQUIRED = 12,231 C F DRAINAGE PROVIDEDDRAINAGE LEACHING POOLS(11) 12' DIA. x 12' EFFECTIVE DEPTH LP= (11) x 100.9 CF/FT x 12 FT. = 13,318.8 C F TOTAL PROVIDED = 13,318.8 C F DR A I N A G E A R E A H O T E L W A L K W A Y - 5 , 2 2 4 S F DR A I N A G E R E Q U I R E D IM P E R V I O U S A R E A : 5 , 2 2 4 S F x 2 " / 1 2 " x 1 . 0 0 = 8 7 0 . 6 6 C F TO T A L R E Q U I R E D = 8 7 0 . 6 6 C F DR A I N A G E P R O V I D E D DR A I N A G E L E A C H I N G P O O L S (2 ) 1 0 ' D I A . x 8 ' E F F E C T I V E D E P T H L C B = ( 2 ) x 6 8 . 4 2 C F / F T x 8 F T . = 1 , 0 9 4 . 7 2 C F TO T A L P R O V I D E D = 1 , 0 9 4 . 7 2 C F D r a i n a g e C a l c u l a t i o n s DRA I N A G E A R E A P O O L & R E C R E A T I O N A R E A - 4 0 , 7 0 0 S F DR A I N A G E R E Q U I R E D IM P E R V I O U S A R E A : 1 0 , 3 4 5 S F x 3 " / 1 2 " x 1 . 0 0 = 2 , 5 8 6 . 2 5 C F RO O F A R E A : 3 , 2 8 0 S F x 3 " / 1 2 " x 1 . 0 0 = 8 2 0 C F LA N D S C A P E A R E A : 2 7 , 0 7 5 S F x 3 " / 1 2 " x 0 . 3 0 = 2 , 0 3 0 . 6 3 C F TO T A L R E Q U I R E D = 5 , 4 3 6 . 8 8 C F DR A I N A G E P R O V I D E D DR A I N A G E L E A C H I N G P O O L S (5 ) 1 2 ' D I A . x 1 2 ' E F F E C T I V E D E P T H L C B = ( 5 ) x 1 0 0 . 9 C F / F T x 1 2 F T . = 6, 0 5 4 C F TO T A L P R O V I D E D = 6 , 0 5 4 C F DR A I N A G E A R E A R E S T A U R A N T R O O F A R E A & W A L K W A Y - 4 , 5 6 0 S F DR A I N A G E R E Q U I R E D RO O F A R E A : 3 , 0 3 5 S F x 2 " / 1 2 " x 1 . 0 0 = 5 0 5 . 8 3 C F IM P E R V I O U S A R E A : 1 , 5 2 5 S F x 2 " / 1 2 " x 1 . 0 0 = 2 5 4 . 1 6 C F TO T A L R E Q U I R E D = 7 5 9 . 9 9 C F DR A I N A G E P R O V I D E D DR A I N A G E L E A C H I N G P O O L S (2 ) 1 0 ' D I A . x 8 ' E F F E C T I V E D E P T H D L P = ( 2 ) x 6 8 . 4 2 C F / F T x 8 F T . = 1, 0 9 4 . 7 2 C F TO T A L P R O V I D E D = 1 , 0 9 . 7 2 C F SI T E L A N D S C A P E A R E A - 1 4 5 , 3 9 7 S F DR A I N A G E R E Q U I R E D LA N D S C A P E D A R E A : 14 5 , 3 9 7 S F x 2 " / 1 2 " x 0 . 3 0 = 7, 2 7 0 C F TO T A L R E Q U I R E D = 7 , 2 7 0 C F DR A I N A G E P R O V I D E D DR A I N A G E L E A C H I N G P O O L S (7 ) 1 2 ' D I A . x 1 2 ' E F F E C T I V E D E P T H D L P = ( 7 ) x 1 0 0 . 9 C F / F T x 1 2 F T . = 8 , 4 7 5 . 6 C F TO T A L P R O V I D E D = 8 , 4 7 5 . 6 C F D r a i n a g e C a l c u l a t i o n s SC A L E : 1 " = 4 0 ' 0 40 80 PR O P O S E D G R A D I N G A N D D R A I N A G E P L A N SC A L E : 1 " = 4 0 ' RE V . T O 4 4 R O O M S - U P D A T E U T I L I T I E S 04 / 1 1 / 2 0 1 7 Dra w i n g N u m b e r : Sh e e t of PW G C P r o j e c t N u m b e r : Tit l e o f D r a w i n g : Cli e n t : Re g u l a t o r y R e f e r e n c e N u m b e r : Co u n t y T a x M a p N u m b e r : Nu m b e r Re v i s i o n D e s c r i p t i o n Re v i s i o n D a t e 1 2 3 4 5 6 7 Pr o j e c t : Pr o j e c t A d d r e s s : Un a u t h o r i z e d a l t e r a t i o n o r a d d i t i o n to t h i s d r a w i n g a n d r e l a t e d d o c u m e n t s is a v i o l a t i o n o f S e c t i o n 7 2 0 9 of t h e N e w Y o r k S t a t e E d u c a t i o n L a w CO N S U L T A N T S Ap p r o v e d B y Dra w n B y De s i g n e d B y Sc a l e Da t e C r e a t e d Da t e S u b m i t t e d 63 0 J o h n s o n A v e n u e . ● Su i t e 7 Bo h e m i a ● NY ● 11 7 1 6 - 2 6 1 8 Ph o n e : ( 6 3 1 ) 5 8 9 - 6 3 5 3 ● Fa x : ( 6 3 1 ) 5 8 9 - 8 7 0 5 E- m a i l : I N F O @ P W G R O S S E R . C O M PW G C St r a t e g i c E n v i r o n m e n t a l a n d E n g i n e e r i n g S o l u t i o n s P. W . G R O S S E R C O N S U L T I N G E N G I N E E R AN D H Y D R O G E O L O G I S T , P . C . PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 02-12-19\Enclaves 02-13-19 Site Plan.DWG (C201) PLOT DATE/TIME: Feb 14, 2019-2:03pm By: CUNHA Co n t r a c t N u m b e r : TH E E N C L A V E S 56 6 5 5 R O U T E 2 5 SO U T H O L D , N Y SI T E P L A N 56 6 5 5 R O U T E 2 5 SO U T H O L D SU F F O L K C O U N T Y , N E W Y O R K 10 0 0 - 6 3 - 3 - 1 5 - - 14 AV G 1 6 0 1 TC 01 / 2 0 / 1 7 TC 08 / 2 3 / 1 6 BG AS S H O W N AN D B O R I N G L O G S BO R I N G P L A N C- 2 0 1 5 RE V . T O 4 4 R O O M S - U P D A T E U T I L I T I E S 04 / 1 1 / 2 0 1 7 SC A L E : N O T T O S C A L E 31 LONG ISLAND RAILROAD MAIN ROAD NYS ROUTE 25 6 9 12 21 FIS H P O N D WALKWAY WA L K W A Y GA R B A G E AR E A 11 GARBAGEAREA1316N71°22'40"E 415.71'S07°38'10"E 622.78' S0 7 ° 4 4 ' 4 0 " E 3 1 0 . 0 0 ' S84°04'50"W 191.30' N0 4 ° 4 5 ' 2 0 " W 1 7 8 . 0 0 ' sl a t e sla t e SH E D ch a i n l i n k f e n c e stockade fence f e n c e ch a i n l i n k stockade fencestockade fencestockade fence S85°14'40"W 103.00' S87°58'50"W 90.10' N05°30'50"W 6 1 6 . 5 7 ' S71°22'40"W59.72'N05°30'50"W51.34'15'-0" we l l WIT H N E T T I N G WO O D P O S T S WESTBOUND LANE EASTBOUND LANE DOUBLE YELLOW TRAFFIC LINES cb WHITE TRAFFIC LINE walk WHITE TRAFFIC LINE u.p. concrete sidewalk cb u.p.f.h. cb u.p. u.p.u.p.u.p. cbcb cb SIG N SI G N SI G N SIG N SI G N SI G N LA N D N O W O R F O R M E R L Y O F CH A R L E S W . W I T Z K E S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 2 8 . 1 LAND NOW OR FORMERLY OFANTHONY FORGIONES.C.T.M.NO. 1000-63-03-17.3 LA N D N O W O R F O R M E R L Y O F VI N C E N T D O L O M I T E & I L E A N A D O L O M I T E S. C . T . M . N O . 1 0 0 0 - 6 3 - 0 3 - 1 7 . 4 LAND NOW OR FORMERLY OF ANTHONY ZUSTOVICH & STEPH A N I E ZUSTOVICH S.C.T.M. NO. 1000-63-03-17.2 LA N D N O W O R F O R M E R L Y O F VA L E R I E M . S C O P A Z S. C . T . M . N O . 1 0 0 0 - 6 3 - 0 3 - 1 6 LA N D N O W O R F O R M E R L Y O F PI L L E S R E A L T Y H O L D I N G L L C S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 1 2 LA N D N O W O R F O R M E R L Y O F JA N E T L . R Y A N S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 1 3 LA N D N O W O R F O R M E R L Y O F EU G E N T O M A S I C & M I R E L L A T O M A S I C S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 1 4 LO C U S T L A N E TO W N H A R B O R LA N E EX I S T I N G 1 S T O R Y FR A M E G A R A G E T O RE M A I N LIN E O F E X I S T I N G DR I V E W A Y T O B E RE M O V E D EX I S T I N G T O B E RE M O V E D EX I S T I N G W E L L TO R E M A I N A S IR R I G A T I O N W E L L EX I S T I N G T O B E RE M O V E D EX I S T I N G T O 2 S T O R Y ST R U C T U R E T O R E M A I N PR O P O S E D R E S T A U R A N T FF : 2 7 . 5 EX I S T I N G 1 S T O R Y F R A M E SH E D T O B E R E N O V A T E D A N D IN C O R P O R A T E D I N T O M A I N ST R U C T U R E PR O P O S E D A D D I T I O N T O EX I S T I N G S T R U C T U R E NE W P R O P O S E D D R I V E W A Y AN D P A R K I N G NE W P R O P O S E D D R I V E W A Y PROPOSED PARKING AREA NEW PROPOSED PARKING AREA NEW PROPOSED DRIVEWAY NE W P R O P O S E D DR I V E W A Y PR O P O S E D H O T E L CH E S S B O A R D LA W N / S C U L P T U R E GA R D E N 3332333434 3233 31 313029 28 30 29 28 27 28 28 27 27 26 26 26 2626 PO O L A R E A COTTAGE PARKING4 RAMP H. T . H. T . COTTAGE 1 H.T.WALKWAYCOTTAGE 2 H.T.COTTAGE 3 H.T.COTTAGE 4 H.T.POOL C A B A N A S 27.19 RAMP RA M P GRAD E E L . 3 0 . 5 ' FF E L . 3 2 . 0 ' FF E L . 3 2 . 0 ' PROPOSED PARKING AREA PROPOSEDPARKING AREA PL A Y C O U R T S GR A D E E L . 2 7 . 5 ' TW: 30.5BW: 27.25 TW : 3 0 . 5 BW : 2 7 . 2 5 TW: 30.5 BW: 27.20 GR A D E E L . 2 7 . 5 ' TW: 30.5BW: 27.25 +E L : 2 7 . 2 5 TW : 3 0 . 5 BW : 2 7 . 2 5 20RIDGE32.5 28 RIDGE 31.5 RIDGE 26.2 RIDGE 26.2 32.5 2626 26 2828 29 30 29 2930313132323334 RID G E RIDGE 18'-0" 18'-0" 29 NEW PROPOSED DRIVEWAY PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G 20'-0" 22'-0" 20'-0" PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G 26 27 Dra w i n g N u m b e r : Sh e e t of PW G C P r o j e c t N u m b e r : Tit l e o f D r a w i n g : Cli e n t : Re g u l a t o r y R e f e r e n c e N u m b e r : Co u n t y T a x M a p N u m b e r : Nu m b e r Re v i s i o n D e s c r i p t i o n Re v i s i o n D a t e 1 2 3 4 5 6 7 Pr o j e c t : Pr o j e c t A d d r e s s : Un a u t h o r i z e d a l t e r a t i o n o r a d d i t i o n to t h i s d r a w i n g a n d r e l a t e d d o c u m e n t s is a v i o l a t i o n o f S e c t i o n 7 2 0 9 of t h e N e w Y o r k S t a t e E d u c a t i o n L a w CO N S U L T A N T S Ap p r o v e d B y Dra w n B y De s i g n e d B y Sc a l e Da t e C r e a t e d Da t e S u b m i t t e d 63 0 J o h n s o n A v e n u e . ● Su i t e 7 Bo h e m i a ● NY ● 11 7 1 6 - 2 6 1 8 Ph o n e : ( 6 3 1 ) 5 8 9 - 6 3 5 3 ● Fa x : ( 6 3 1 ) 5 8 9 - 8 7 0 5 E- m a i l : I N F O @ P W G R O S S E R . C O M PW G C St r a t e g i c E n v i r o n m e n t a l a n d E n g i n e e r i n g S o l u t i o n s P. W . G R O S S E R C O N S U L T I N G E N G I N E E R AN D H Y D R O G E O L O G I S T , P . C . PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 02-12-19\Enclaves 02-13-19 Site Plan.DWG (C300~) PLOT DATE/TIME: Feb 14, 2019-2:04pm By: CUNHA Co n t r a c t N u m b e r : TH E E N C L A V E S 56 6 5 5 R O U T E 2 5 SO U T H O L D , N Y SI T E P L A N ER O S I O N C O N T R O L 56 6 5 5 R O U T E 2 5 SO U T H O L D SU F F O L K C O U N T Y , N E W Y O R K 10 0 0 - 6 3 - 3 - 1 5 - - 14 AV G 1 6 0 1 TC 01 / 2 0 / 1 7 TC 08 / 2 3 / 1 6 BG AS S H O W N PL A N ER O S I O N C O N T R O L SE D I M E N T A N D C- 3 0 0 6 SC A L E : 1 " = 4 0 ' 0 40 80 EROSION & SE D I M E N T C O N T R O L P L A N SC A L E : 1 " = 4 0 ' ST R A W B A L E S FI L T E R F A B R I C D R O P I N L E T P R O T E C T I O N LA N D G R A D I N G A R E A S ST A B I L I Z E D C O N S T R U C T I O N E N T R A N C E Er o s i o n a n d S e d i m e n t C o n t r o l Le g e n d P r o p o s e d N o t e s Pr o t e c t i o n E l e m e n t s DU S T C O N T R O L DC SI L T F E N C E Er o s i o n C o n t r o l M e a s u r e s Se d i m e n t a n d E r o s i o n C o n t r o l N o t e s Gr a d i n g N o t e s Sediment and Ero s i o n C o n t r o l G r a d i n g CU R B D R O P I N L E T P R O T E C T I O N DC DC DC DC DCDC DC DC RE V . T O 4 4 R O O M S - U P D A T E U T I L I T I E S 04 / 1 1 / 2 0 1 7 I N T H I C K N E S S . N O T B E I N C O R P O R A T E D I N F I L L S . F I N I S H E D G R A D I N G . O R O T H E R A P P R O V E D M E T H O D . S A T I S F A C T O R Y F I L L S . D E V E L O P M E N T . 14 . S T O C K P I L E S , B O R R O W A R E A S A N D S P O I L A R E A S S H A L L B E S H O W N O N T H E P L A N S A N D 8. E X C E P T F O R A P P R O V E D L A N D F I L L S , F I L L M A T E R I A L S H A L L B E F R E E O F F R O Z E N P A R T I C L E S , B R U S H , R O O T S , S O D , O R O T H E R F O R E I G N O R O T H E R O B J E C T I O N A B L E S H A L L B E S U B J E C T T O T H E P R O V I S I O N S O F T H I S S T A N D A R D A N D S P E C I F I C A T I O N . 13 . A L L G R A D E D A R E A S S H A L L B E P E R M A N E N T L Y S T A B I L I Z E D I M M E D I A T E L Y F O L L O W I N G 9. F R O Z E N M A T E R I A L S O R S O F T , M U C K Y O R H I G H L Y C O M P R E S S I B L E M A T E R I A L S S H A L L A C C O R D A N C E W I T H T H E S T A N D A R D A N D S P E C I F I C A T I O N F O R S U B S U R F A C E D R A I N 12 . S E E P S O R S P R I N G S E N C O U N T E R E D D U R I N G C O N S T R U C T I O N S H A L L B E H A N D L E D I N M A T E R I A L S T H A T W O U L D I N T E R F E R E W I T H O R P R E V E N T C O N S T R U C T I O N O F 11 . A L L B E N C H E S S H A L L B E K E P T F R E E O F S E D I M E N T D U R I N G A L L P H A S E S O F 10 . F I L L S H A L L N O T B E P L A C E D O N S A T U R A T E D O R F R O Z E N S U R F A C E S . 5. A R E A S W H I C H A R E T O B E T O P S O I L E D S H A L L B E S C A R I F I E D T O A M I N I M U M D E P T H O F 4. A R E A S T O B E F I L L E D S H A L L B E C L E A R E D , G R U B B E D , A N D S T R I P P E D O F T O P S O I L T O I N A M O U N T N E C E S S A R Y T O C O M P L E T E F I N I S H E D G R A D I N G O F A L L E X P O S E D A R E A S . 3. T O P S O I L R E Q U I R E D F O R T H E E S T A B L I S H M E N T O F V E G E T A T I O N S H A L L B E S T O C K P I L E D 1. A L L G R A D E D O R D I S T U R B E D A R E A S I N C L U D I N G S L O P E S S H A L L B E P R O T E C T E D D U R I N G 7. A L L F I L L T O B E P L A C E D A N D C O M P A C T E D I N L A Y E R S N O T T O E X C E E D 9 I N C H E S S U P P O R T B U I L D I N G S , S T R U C T U R E S A N D C O N D U I T S , E T C . S H A L L B E C O M P A C T E D 6. A L L F I L L S S H A L L B E C O M P A C T E D A S R E Q U I R E D T O R E D U C E E R O S I O N , S L I P P A G E , C O N T R O L P L A N A N D T H E " S T A N D A R D S A N D S P E C I F I C A T I O N S F O R S O I L E R O S I O N C L E A R I N G A N D C O N S T R U C T I O N I N A C C O R D A N C E W I T H T H E A P P R O V E D S E D I M E N T I N A C C O R D A N C E W I T H L O C A L R E Q U I R E M E N T S O R C O D E S . S E T T L E M E N T , S U B S I D E N C E O R O T H E R R E L A T E D P R O B L E M S . F I L L I N T E N D E D T O F O U R I N C H E S P R I O R T O P L A C E M E N T O F T O P S O I L . R E M O V E T R E E S , V E G E T A T I O N , R O O T S O R O T H E R O B J E C T I O N A B L E M A T E R I A L . A N D S E D I M E N T C O N T R O L I N D E V E L O P I N G A R E A S " . C O N T R O L P L A N U N T I L T H E Y A R E P E R M A N E N T L Y S T A B I L I Z E D . 2. A L L S E D I M E N T C O N T R O L P R A C T I C E S A N D M E A S U R E S S H A L L B E C O N S T R U C T E D , A P P L I E D A N D M A I N T A I N E D I N A C C O R D A N C E W I T H T H E A P P R O V E D S E D I M E N T CO N S T R U C T I O N S P E C I F I C A T I O N S U. S . D E P A R T M E N T O F A G R I C U L T U R E NA T U R A L R E S O U R C E S C O N S E R V A T I O N S E R V I C E NE W Y O R K S T A T E D E P A R T M E N T O F E N V I R O N M E N T A L C O N S E R V A T I O N NE W Y O R K S T A T E S O I L & W A T E R C O N S E R V A T I O N C O M M I T T E E LA N D G R A D I N G SP E C I F I C A T I O N S X 1 X Y(MAX) 2 20' 3 30' 4 40' BE N C H 6'M I N . 1' M I N . Y Y 2:1 OR FLATTER GR A D E 2 - 3 % DITCH OR D I V E R S I O N T O DIVERT SU R F A C E F L O W U.S. DEPARTMENT OF AGRICULTUR E NATURAL RESOURCES CONSERVATION S E R V I C E NEW YORK STATE DEPARTMENT OF ENVIRONMENT A L C O N S E R V A T I O N NEW YORK STATE SOIL & WATER CONSERVATIO N C O M M I T T E E LA N D G R A D I N G DE T A I L SY M B O L SECTION VIEW PERSPECTIVE VIEW20"COMPACTED SOIL FLOW 36" FENCE POSTWOVEN WIRE FENCE (14 1/2 GAUGEW/ 6" MESH SPACING) WITH FILTERCLOTH16"4"EMBED FILTER CLOTH6" IN GROUND.UNDISTURBED GROUND MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. "BULGES" DEVELOP IN THE SILT FENCE.1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X,3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MESH OPENING. FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 10' C. TO C.FLOWFLOW8"HEIGHT OF FILTER= 16"36" LENGTH FENCEPOSTS DRIVEN 16"INTO GROUND.WOVEN WIRE FENCE(14 1/2 GAUGEW/ 6" MESHSPACING)U.S. DEPARTMENT OF AGRICULTURENATURAL RESOURCES CONSERVATION SERVICENEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATIONNEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE SILT FENCE CONSTRUCTION SPECIFICATIONS SYMBOL ST A K E FA B R I C FR A M E GA T H E R E X C E S S AT C O R N E R S 3' M I N . 1. 5 ' M A X . 2" X 4 " W O O D F R A M E DR O P I N L E T WI T H G A T E BU R I E D F A B R I C 1' M I N . B E U S E D F O R S H O R T T E R M A P P L I C A T I O N S . M E T A L W I T H A L E N G T H O F 3 F E E T . 1. F I L T E R F A B R I C S H A L L H A V E A N E O S O F 4 0 - 8 5 . B U R L A P M A Y O F T H E F A B R I C F O R O V E R F L O W S T A B I L I T Y . MA X I M U N D R A I N A G E A R E A 1 A C R E 2. C U T F A B R I C F R O M A C O N T I N U O U S R O L L T O E L I M I N A T E J O I N T S . I F 3. S T A K E M A T E R I A L S W I L L B E S T A N D A R D 2 " x 4 " W O O D O R E Q U I V A L E N T . 4. S P A C E S T A K E S E V E N L Y A R O U N D I N L E T 3 F E E T A P A R T A N D D R I V E 5. F A B R I C S H A L L B E E M B E D D E D 1 F O O T B E L O W G R O U N D A N D B A C K F I L L E D . 6. A 2 " x 4 " W O O D F R A M E S H A L L B E C O M P L E T E D A R O U N D T H E C R E S T J O I N T S A R E N E E D E D T H E Y W I L L B E O V E R L A P P E D T O T H E N E X T S T A K E . 1 8 I N C H E S D E E P . S P A N S G R E A T E R T H A N 3 F E E T M A Y B E B R I D G E D W I T H T H E U S E O F W I R E M E S H B E H I N D T H E F I L T E R F A B R I C F O R S U P P O R T . I T S H A L L B E S E C U R E L Y F A S T E N E D T O T H E S T A K E S A N D F R A M E . U. S . D E P A R T M E N T O F A G R I C U L T U R E NA T U R A L R E S O U R C E S C O N S E R V A T I O N S E R V I C E NE W Y O R K S T A T E D E P A R T M E N T O F E N V I R O N M E N T A L C O N S E R V A T I O N NE W Y O R K S T A T E S O I L & W A T E R C O N S E R V A T I O N C O M M I T T E E FI L T E R F A B R I C DR O P I N L E T PR O T E C T I O N CO N S T R U C T I O N S P E C I F I C A T I O N S SY M B O L FLOW4" VERTICAL FACEBOUND BALES PLACEDON CONTOUR.FLOWANCHORING DETAILNOT TO SCALE 2 RE-BARS, STEEL PICKETSOR 2"X2" STAKES PLACED1 1/2' TO 2' IN GROUND.DRIVE STAKES FLUSH WITHTOP OF BALE.BEDDING DETAILNOT TO SCALEDRAINAGE AREA NO MORE THAN 1/4 ACRE PER 100 FEET OF STRAWBALE DIKE FOR SLOPES LESS THAN 25%.ANGLE FIRST STAKE TOWARDSPREVIOUSLY LAID BALE.1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. PROMTLY AS NEEDED.2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES, AND3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. PLACED SO THE BINDINGS ARE HORIZONTAL. RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THEU.S. DEPARTMENT OF AGRICULTURENATURAL RESOURCES CONSERVATION SERVICENEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATIONNEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE STRAW BALEDIKE CONSTRUCTION SPECIFICATIONS SYMBOL 12' M I N . 50'MIN.EXISTINGGROUND 6"MIN.50'MIN.12'MIN. 10' M I N . 10' M I N . EX I S T I N G PA V E M E N T MO U N T A B L E B E R M (O P T I O N A L ) EX I S T I N G PA V E M E N T FILTERCLOTHEXISTINGGROUNDPROFIL E PLAN VIE W 5:1 3' OF STONE. RAIN. ENTRANCE TO SITE.3. THICKNESS - NOT LESS THAN SIX (6) INCHES. A 30 FOOT MINIMUM LENGTH WOULD APPLY).1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR R E C Y C L E D C O N C R E T E E Q U I V A L E N T . 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A S I N G L E R E S I D E N C E L O T W H E R E 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT L E S S T H A N T H E F U L L W I D T H A T POINTS WHERE INGRESS OR EGRESS OCCURS. T W E N T Y - F O U R ( 2 4 ) F O O T I F S I N G L E 5. FILTER CLOTH - WILL BE PLACED OVER THE ENT I R E A R E A P R I O R T O P L A C I N G 6. SURFACE WATER - ALL SURFACE WATER FLOWIN G O R D I V E R T E D T O W A R D C O N - STRUCTION ENTRANCES SHALL BE PIPED ACROSS T H E E N T R A N C E . I F P I P I N G I S IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOP E S W I L L B E P E R M I T T E D . 7. MAINTENANCE - THE ENTRANCE SHALL BE MAIN T A I N E D I N A C O N D I T I O N W H I C H W I L L PREVENT TRACKING OR FLOWING OF SEDIMENT O N T O P U B L I C R I G H T S - O F - W A Y , A L L SEDIMENT SPILLED, DROPPED, WASHED OR TRAC T E D O N T O P U B L I C R I G H T S - O F - W A Y MUST BE REMOVED IMMEDIATELY.8. WHEN WASHING IS REQUIRED, IT SHALL BE DON E O N A A R E A S T A B I L I Z E D W I T H STONE AND WHICH DRAINS INTO AN APPROVED S E D I M E N T T R A P P I N G D E V I C E . 9. PERIODIC INSPECTION AND NEEDED MAINTENAN C E S H A L L B E P R O V I D E D A F T E R E A C H U.S. DEPARTMENT OF AGRICULTURENATURAL RESOURCES CONSERVATION SE R V I C E NEW YORK STATE DEPARTMENT OF ENVIRONMENTA L C O N S E R V A T I O N NEW YORK STATE SOIL & WATER CONSERVATION C O M M I T T E E ST A B I L I Z E D CO N S T R U C T I O N EN T R A N C E CONSTRUCTION S P E C I F I C A T I O N S SY M B O L SY M B O L CO N S T R U C T I O N S P E C I F I C A T I O N S CU R B D R O P I N L E T PR O T E C T I O N U. S . D E P A R T M E N T O F A G R I C U L T U R E NA T U R A L R E S O U R C E S C O N S E R V A T I O N S E R V I C E NE W Y O R K S T A T E D E P A R T M E N T O F E N V I R O N M E N T A L C O N S E R V A T I O N NE W Y O R K S T A T E S O I L & W A T E R C O N S E R V A T I O N C O M M I T T E E 1. F I L T E R F A B R I C S H A L L H A V E A N E O S O F 4 0 - 8 5 . 2. W O O D E N F R A M E S H A L L B E C O N S T R U C T E D O F 2 " x 4 " C O N S T R U C T I O N 3. W I R E M E S H A C R O S S T H R O A T S H A L L B E A C O N T I N U O U S P I E C E 3 0 I N C H 9 I N C H E S L O N G S P A C E D N O M O R E T H A N 6 F E E T A P A R T . M I N I M U M W I D T H W I T H A L E N G T H 4 F E E T L O N G E R T H A N T H E T H R O A T . 5. T H E A S S E M B L Y S H A L L B E P L A C E D A G A I N S T T H E I N L E T A N D S E C U R E D B Y 2 " x 4 " A N C H O R S 2 F E E T L O N G E X T E N D I N G A C R O S S T H E T O P O F T H E I N L E T A N D H E L D I N P L A C E B Y S A N D B A G S O R A L T E R N A T E W E I G H T S . I T S H A L L B E S H A P E D A N D S E C U R E L Y N A I L E D T O A 2 " x 4 " W E I R . 4. T H E W E I R S H A L L B E S E C U R E L Y N A I L E D T O 2 " x 4 " S P A C E R S G R A D E L U M B E R . MA X I M U M D R A I N A G E A R E A 1 A C R E 2" x 4 " W E I R CL O T H ME S H 2" x 4 " W E I R DI S T . WI R E M E S H 2" x 4 " S P A C E R 2" S T O N E 6' M A X I M U M S P A C I N G OF 2 " X 4 " S P A C E R S 2' M I N I M U M L E N G T H OF 2 " X 4 " SA N D B A G O R AL T E R N A T E W E I G H T FI L T E R C L O T H ST O N E IN L E T T O PI P E 2" X 4 " SP A C E R 2" X 4 " AN C H O R S T H R O A T Dra w i n g N u m b e r : Sh e e t of PW G C P r o j e c t N u m b e r : Tit l e o f D r a w i n g : Cli e n t : Re g u l a t o r y R e f e r e n c e N u m b e r : Co u n t y T a x M a p N u m b e r : Nu m b e r Re v i s i o n D e s c r i p t i o n Re v i s i o n D a t e 1 2 3 4 5 6 7 Pr o j e c t : Pr o j e c t A d d r e s s : Un a u t h o r i z e d a l t e r a t i o n o r a d d i t i o n to t h i s d r a w i n g a n d r e l a t e d d o c u m e n t s is a v i o l a t i o n o f S e c t i o n 7 2 0 9 of t h e N e w Y o r k S t a t e E d u c a t i o n L a w CO N S U L T A N T S Ap p r o v e d B y Dra w n B y De s i g n e d B y Sc a l e Da t e C r e a t e d Da t e S u b m i t t e d 63 0 J o h n s o n A v e n u e . ● Su i t e 7 Bo h e m i a ● NY ● 11 7 1 6 - 2 6 1 8 Ph o n e : ( 6 3 1 ) 5 8 9 - 6 3 5 3 ● Fa x : ( 6 3 1 ) 5 8 9 - 8 7 0 5 E- m a i l : I N F O @ P W G R O S S E R . C O M PW G C St r a t e g i c E n v i r o n m e n t a l a n d E n g i n e e r i n g S o l u t i o n s P. W . G R O S S E R C O N S U L T I N G E N G I N E E R AN D H Y D R O G E O L O G I S T , P . C . PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 02-12-19\Enclaves 02-13-19 Site Plan.DWG (C301~) PLOT DATE/TIME: Feb 14, 2019-2:04pm By: CUNHA Co n t r a c t N u m b e r : TH E E N C L A V E S 56 6 5 5 R O U T E 2 5 SO U T H O L D , N Y SI T E P L A N ER O S I O N C O N T R O L 56 6 5 5 R O U T E 2 5 SO U T H O L D SU F F O L K C O U N T Y , N E W Y O R K 10 0 0 - 6 3 - 3 - 1 5 - - 14 AV G 1 6 0 1 TC 01 / 2 0 / 1 7 TC 08 / 2 3 / 1 6 BG AS S H O W N DE T A I L S ER O S I O N C O N T R O L SE D I M E N T A N D C- 3 0 1 7 RE V . T O 4 4 R O O M S - U P D A T E U T I L I T I E S 04 / 1 1 / 2 0 1 7 EV E R G R E E N T R E E BRANCHING HEIGHT 6'-0'' MIN. FIN I S H G R A D E SE T T O P O F R O O T B A L L 1 ' ' A B O V E BA L L D I A . x 2 M I N . SH R E D D E D B A R K M U L C H A T 4 " D E P T H PR E P A R E D P L A N T I N G M I X T U R E OF B A L L . DEPTH BALL TR E E B A L L , I F P R E S E N T . RE M O V E A L L P L A S T I C C O R D S F R O M DO N O T C U T B U R L A P F R O M S I D E S RE M O V E A L L P L A S T I C & W I R E T A B S . NO T E S : SO I L S A U C E R , T O P W / M U L C H BA L L D I A . 4' ' D E P T H O F C O M P O S T , I N S T A L L AN D M I X W / P L A N T I N G B A C K F I L L MI X T U R E DO N O T E X C A V A T E L O W E R T H A N BA L L D E P T H . I F E X C A V A T E D B E L O W T H E BA L L D E P T H B A C K F I L L A N D C O M P A C T TO P R E V E N T S E T T L E M E N T . RE M O V E B U R L A P F R O M T O P 1 / 3 OF P L A N T I N G B A L L 25 % C O M P O S T 75 % T O P S O I L PH R A N G E : 6 . 7 T O 7 . 0 5 L B S . T Y P E 1 - R O O T G R O W T H EN H A N C E R P E R C U B I C Y A R D O F MIX T U R E REQ'D SIDEYARD SETBACK 25'-0"REQ'DREARYARDSETBACK 15 ' - 0 " RE Q ' D FR O N T Y D . SE T B A C K 31 LONG ISLAND RAILROAD MAIN ROAD NYS ROUTE 25 6 9 12 21 22 ' - 8 " PROPOSED REAR YARD SETBACK EX I S T ' G . 28'-3" EXIST'G. FIS H P O N D WALKWAY WA L K W A Y GA R B A G E AR E A 11 GARBAGEAREA13 48'-8" PROPOSED SIDE YARD SETBACK 22 3 ' - 1 " PR O P O S E D F R O N T YA R D S E T B A C K 16N71°22'40"E 415.71'S07°38'10"E 622.78' S0 7 ° 4 4 ' 4 0 " E 3 1 0 . 0 0 ' S84°04'50"W 191.30' N0 4 ° 4 5 ' 2 0 " W 1 7 8 . 0 0 ' SH E D chain link fence stockade fence f e n c e ch a i n l i n k stockade fencestockade fencestockade fence S85°14'40"W 103.00' S87°58'50"W 90.10' N05°30'50"W 616.57'S71°22'40"W59.72'N05°30'50"W51.34'15'-0" we l l WESTBOUND LANE EASTBOUND LANE DOUBLE YELLOW TRAFFIC LINES cb WHITE TRAFFIC LINE u.p. concrete sidewalk cb u.p.f.h. cb u.p. LA N D N O W O R F O R M E R L Y O F CH A R L E S W . W I T Z K E S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 2 8 . 1 LAND NOW OR FORMERLY OFANTHONY FORGIONES.C.T.M.NO. 1000-63-03-17.3 LAND NOW OR FORM E R L Y O F VINCENT DOLOMITE & ILE A N A D O L O M I T E S.C.T.M. NO. 1000- 6 3 - 0 3 - 1 7 . 4 LAND NOW OR FORMERLY OF ANTHONY ZUSTOVICH & STEPHAN I E ZUSTOVICH S.C.T.M. NO. 1000-63-03-17.2 LA N D N O W O R F O R M E R L Y O F VA L E R I E M . S C O P A Z S. C . T . M . N O . 1 0 0 0 - 6 3 - 0 3 - 1 6 LA N D N O W O R F O R M E R L Y O F PI L L E S R E A L T Y H O L D I N G L L C S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 1 2 LA N D N O W O R F O R M E R L Y O F JA N E T L . R Y A N S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 1 3 LA N D N O W O R F O R M E R L Y O F EU G E N T O M A S I C & M I R E L L A T O M A S I C S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 1 4 EX I S T I N G W E L L TO R E M A I N A S IR R I G A T I O N W E L L EX I S T I N G T O 2 S T O R Y ST R U C T U R E T O R E M A I N PR O P O S E D R E S T A U R A N T FF : 2 7 . 5 PR O P O S E D A D D I T I O N T O EX I S T I N G S T R U C T U R E NE W P R O P O S E D D R I V E W A Y AN D P A R K I N G NE W P R O P O S E D D R I V E W A Y PROPOSED PARKING AREA NEW PROPOSED PARKING AREA NEW PROPOSED DRIVEWAY NE W P R O P O S E D DR I V E W A Y PROPOSED HOTELCHESS B O A R D LA W N / S C U L P T U R E GA R D E N 3332333434 32333131302928 30 29 28 27 28 28 27 27 26 26 26 2626 17 ' - 2 " POOL AREA COTTAGE PARKING218'-11"4RAMPH.T.H.T.153'-10"PROPOSED REAR YARD SETBACK 32'-0"COTTAGE 1H.T.WALKWAYH.T.COTTAGE 3H.T.COTTAGE 4H.T.POOL CABANAS S S S SSSSSSSSSSSSSSSSSSSSSSSSS SSSSSS27.19 RAMPRAMP GRADE EL. 30.5' FF E L . 3 2 . 0 ' FF EL. 32.0'PROPOSED PARKING AREA PROPOSED PARKING AREAPLAY C O U R T S 97'-10" EXIST. SIDE YARD SETBACK GRADE EL. 27.5'TW: 30.5BW: 27.25TW: 30.5 BW: 27.25TW: 30.5 BW: 27.20 GRADE EL. 27.5'TW: 30.5BW: 27.25 +EL: 27.25 TW: 30.5BW: 27.2520 2832.5 26 2626 26 2828 29 30 29 2930313132323334 PR O P O S E D FR O N T Y A R D SE T B A C K 27 RIDGERIDGE 9' T Y P . 22' TYP. 18'-0" 27'-9" 29 PROPOSED SIDEYARD SETBACKREQ'DSIDEYARDSETBACK S S S S S S S S S S S S S S S S S S S S S S S S SSSSSSSSSSSSSSSSSS NEW PROPOSED DRIVEWAY 4 4 11 1 2 2 5 2 6 4 CO R N U S F L O R I D A VA R . R U B R A ( 3 ) CORNUS FLORIDAVAR. RUBRA (5)CORNUS FLORIDAVAR. RUBRA (1) GR A S S A R E A T O B E RE S T O R E D CORNUS FLORIDAVAR. RUBRA (2) CO R N U S F L O R I D A VA R . R U B R A ( 2 ) CORNUS FLORIDAVAR. RUBRA (2) CO R N U S F L O R I D A VA R . R U B R A ( 3 ) CO R N U S F L O R I D A VA R . R U B R A ( 2 ) CO R N U S F L O R I D A VA R . R U B R A ( 2 ) CO R N U S F L O R I D A VA R . R U B R A ( 1 ) CORNUS FLORIDAVAR. RUBRA (3)ACER RUBRUM'OCTOBER GLORY' (2)ACER RUBRUM'OCTOBER GLORY' (3)ACER RUBRUM'OCTOBER GLORY' (1)ACER RUBRUM'OCTOBER GLORY' (1) AC E R R U B R U M 'O C T O B E R G L O R Y ' ( 1 ) AC E R R U B R U M 'O C T O B E R G L O R Y ' ( 1 ) AC E R R U B R U M 'O C T O B E R G L O R Y ' ( 2 ) JU N I P E R U S D A V U R I C A 'E X P A N S A ( 5 ) JU N I P E R U S D A V U R I C A 'E X P A N S A ( 5 ) JUNIPERUS DAVU R I C A 'EXPANSA (12)LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 CU P R E S S O C Y P A R I S LE Y L A N D I I ( 8 2 ) CUPRESSOCYPARISLEYLANDII (25) CU P R E S S O C Y P A R I S LE Y L A N D I I ( 1 0 ) CU P R E S S O C Y P A R I S LE Y L A N D I I ( 5 ) LANDCADD 1987LANDCADD 1987 8FT HIGH 3FT WIDE PRIVET HEDGE LANDCADD 1987 LANDCADD 1987 LANDCADD 1987LANDCADD 1987LIGUSTRUMX IBOLIUM(75)LIGUSTRUM XIBOLIUM (36)LIGUSTRUM XIBOLIUM (36)LIGUSTRUM XIBOLIUM (25)LIGUSTRUM XIBOLIUM (25)LIGUSTRUM XIBOLIUM (48)LIGUSTRUM XIBOLIUM (53)LIGUSTRUM XIBOLIUM (48)COTTAGE 2 LIGUSTRUM XIBOLIUM (48)LIGUSTRUM XIBOLIUM (26) LI G U S T R U M X IB O L I U M ( 8 8 ) FI N I S H G R A D E ( L A W N ) FI N I S H G R A D E ( M U L C H ) PL A N T R O W PL A N T I N G B A C K F I L L PL A N T C E N T E R 3" D E E P S H R E D D E D B A R K M U L C H 12" MIN. PR U N E 1 / 5 O F G R O W T H & NA T U R A L F O R M O F S H R U B RE T A I N L E A D E R S A N D BR O K E N B R A N C H E S B U T NO T E S : EA R T H S A U C E R 3" M U L C H W I T H I N 6" M I N . MI N . MI N . A. A . N . S T D . AS P E R A. A . N . S T D . AS P E R 6" A.A . N . S T D . AS P E R 6" BA L L RO O T WE E D B A R R I E R BA L L RO O T UN D I S T U R B E D E A R T H TO P S O I L M I X T U R E MI X T U R E S . DEPTHBALL PL A N T I N G B A C K F I L L M I X T U R E 3'' D E E P S H R E D D E D B A R K M U L C H TY P I C A L O N C E N T E R SP A C I N G A S L A B E L E D O N PL A N T I N G P L A N PL A N T S E T A T O R I G I N A L P L A N T I N G DE P T H WH E R E S H R U B S A R E P L A N T E D IN M A S S E X C A V A T E E N T I R E PL A N T I N G B E D CO N T I N U O U S C L E A N , SH A R P , & S M O O T H SH O V E L O R T R O W E L SH A P E D E D G E BE T W E E N L A W N A N D MU L C H E D A R E A S 1. S P R A Y A L L P L A N T S W I T H A N T I - D E S S I C A N T . 2. S H R U B S H A L L H A V E S A M E R E L A T I O N T O F I N I S H G R A D E AS E X I S T E D A T N U R S E R Y . 3. I F B A L L E D & B U R L A P P E D , R E M O V E T O P 1 / 3 O F B U R L A P . 4. R E M O V E A L L P L A S T I C & W I R E T A G S 5. R E M O V E A L L P L A S T I C C O R D S F R O M T R E E B A L L , I F PR E S E N T I N G R O U P I N G S O F S H R U B S , E X C A V A T E AN D B A C K F I L L E N T I R E S H R U B B E D A R E A w/ P R E P A R E D B A C K F I L L Dra w i n g N u m b e r : Sh e e t of PW G C P r o j e c t N u m b e r : Tit l e o f D r a w i n g : Cli e n t : Re g u l a t o r y R e f e r e n c e N u m b e r : Co u n t y T a x M a p N u m b e r : Nu m b e r Re v i s i o n D e s c r i p t i o n Re v i s i o n D a t e 1 2 3 4 5 6 7 Pr o j e c t : Pr o j e c t A d d r e s s : Un a u t h o r i z e d a l t e r a t i o n o r a d d i t i o n to t h i s d r a w i n g a n d r e l a t e d d o c u m e n t s is a v i o l a t i o n o f S e c t i o n 7 2 0 9 of t h e N e w Y o r k S t a t e E d u c a t i o n L a w CO N S U L T A N T S Ap p r o v e d B y Dra w n B y De s i g n e d B y Sc a l e Da t e C r e a t e d Da t e S u b m i t t e d 63 0 J o h n s o n A v e n u e . ● Su i t e 7 Bo h e m i a ● NY ● 11 7 1 6 - 2 6 1 8 Ph o n e : ( 6 3 1 ) 5 8 9 - 6 3 5 3 ● Fa x : ( 6 3 1 ) 5 8 9 - 8 7 0 5 E- m a i l : I N F O @ P W G R O S S E R . C O M PW G C St r a t e g i c E n v i r o n m e n t a l a n d E n g i n e e r i n g S o l u t i o n s P. W . G R O S S E R C O N S U L T I N G E N G I N E E R AN D H Y D R O G E O L O G I S T , P . C . PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 02-12-19\Enclaves 02-13-19 Site Plan.DWG (C400~) PLOT DATE/TIME: Feb 14, 2019-2:04pm By: CUNHA Co n t r a c t N u m b e r : TH E E N C L A V E S 56 6 5 5 R O U T E 2 5 SO U T H O L D , N Y SI T E P L A N LA N D S C A P E P L A N 56 6 5 5 R O U T E 2 5 SO U T H O L D SU F F O L K C O U N T Y , N E W Y O R K 10 0 0 - 6 3 - 3 - 1 5 - - 14 AV G 1 6 0 1 TC 01 / 2 0 / 1 7 TC 08 / 2 3 / 1 6 BG AS S H O W N AN D D E T A I L S LA N D S C A P E P L A N C- 4 0 0 8 1. AL L P L A N T S S H A L L M E E T O R E X C E E D T H E M I N I M U M R E Q U I R E M E N T S A S N O T E D I N T H E L A T E S T E D I T I O N O F TH E A M E R I C A N S T A N D A R D F O R N U R S E R Y S T O C K B Y T H E A M E R I C A N A S S O C I A T I O N O F N U R S E R Y M E N , A N S I Z6 0 . 1 . 2. TH E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R H I S O W N Q U A N T I T Y T A K E O F F . 3. CO N T R A C T O R S H A L L S T A K E O U T P L A N T I N G S F O R E N G I N E E R S A N D / O R L A N D S C A P E A R C H I T E C T ' S A P P R O V A L PR I O R T O B E G I N N I N G W O R K . 4. SH O U L D L O C A T I O N O F T R E E S B E W I T H I N 5 ' O F U N D E R G R O U N D U T I L I T I E S R E L O C A T E S A I D T R E E S T O M I N . 5 ' FR O M B A L L T O U T I L I T I E S . 5. SH O U L D L O C A T I O N O F T R E E S B E W I T H I N 2 0 ' O F O V E R H E A D U T I L I T I E S , R E L O C A T E S A I D T R E E S T O M I N . 2 0 ' T O WI R E S . T R E E S W I L L B E P L A C E D O N U N D I S T U R B E D E A R T H A N D B A C K F I L L W I L L C O N T A I N A T L E A S T 5 0 PE R C E N T O F T H E S O I L T A K E N O U T O F T H E P L A N T I N G H O L E , T O P R O M O T E G R O W T H I N T H E S U R R O U N D I N G SO I L . 6. AL L B E D S S H A L L B E M U L C H E D W I T H 4 I N C H E S O F F I N E S H R E D D E D B A R K M U L C H A N D S H A L L B E K E P T A W A Y FR O M T H E I M M E D I A T E B A S E O F T R E E S A N D S H R U B S . 7. LA N D S C A P I N G S H A L L B E M A I N T A I N E D I N H E A L T H Y A N D V I G O R O U S G R O W I N G C O N D I T I O N . P L A N T S T H A T F A I L SH A L L B E R E P L A C E D W I T H P L A N T S O F C O M P A R A B L E S I Z E A N D T Y P E A T T H E B E G I N N I N G O F T H E N E X T GR O W I N G S E A S O N T O M A I N T A I N P L A N T D E N S I T I E S A N D S P E C I E S M I X . 8. PL A N T I N G O F D E C I D U O U S T R E E S A N D S H R U B S S H A L L O C C U R B E T W E E N A P R I L 1 T O J U N E 1 A N D O C T O B E R 1 5 TO D E C E M B E R 1 5 . P L A N T I N G O F E V E R G R E E N T R E E S A N D S H R U B S S H A L L O C C U R B E T W E E N A P R I L 1 T O J U N E 1 A N D S E P T E M B E R 1 T O N O V E M B E R 1 5 . 9. IF P L A N T I N G A N D / O R S E E D I N G I S I M P R A C T I C A L D U E T O T I M E O F Y E A R , T E M P O R A R Y M U L C H M U S T B E AP P L I E D U N T I L F A V O R A B L E W E A T H E R C O N D I T I O N S P E R M I T G E R M I N A T I O N A N D G R O W T H , B U T N O M O R E TH A N 6 M O N T H S A F T E R P R O J E C T C O M P L E T I O N . 10 . AL L P L A N T I N G B E D S S H A L L B E C U L T I V A T E D T O A D E P T H O F 8 I N C H E S A N D R A K E D T O R E M O V E S O D C L U M P S , WE E D S , S T O N E S A N D O T H E R F O R E I G N M A T E R I A L E X C E E D I N G 2 I N C H E S I N D I A M E T E R . I M M E D I A T E L Y A F T E R PL A N T I N G , W R A P D E C I D U O U S T R E E S T R U N K S F R O M B A S E T O F I R S T L I M B W I T H 4 I N C H W I D E B I T U M I N O U S IM P R E G N A T E D , I N S E C T R E S I S T A N T T A P E O R P A P E R M A N U F A C T U R E D F O R T H A T P U R P O S E . T I E W I T H J U T E A T TO P A N D B O T T O M . T H E T R U N K W R A P S H A L L B E R E M O V E D O N E Y E A R A F T E R P L A N T I N G . 11 . UP O N C O M P L E T I O N O F L A N D S C A P I N G W O R K , A L L E X C E S S S O I L , D E B R I S , E T C . S H A L L B E R E M O V E D F R O M T H E SI T E . T H E S I T E S H A L L B E I R R I G A T E D . S P R I N K L E R H E A D S A N D P L U M B I N G F I X T U R E S S H A L L N O T E N C R O A C H UP O N A N Y R I G H T S - O F - W A Y O F T H E T O W N O F S O U T H A M P T O N . Ci v i l S i t e N o t e s La n d s c a p i n g TYPICAL EDGING BETW E E N L A W N A N D M U L C H E D A R E A S SC A L E : N T S TYPICAL GROUND C O V E R L A Y O U T SCALE : N T S NO T E : AL L T R E E S , S H R U B S , A N D G R O U N D C O V E R S S H O W N T O AP P R O X I M A T E S C A L E A T 1 0 Y E A R M A T U R E S P R E A D T O T A L S AR E S U B J E C T T O C H A N G E B A S E D U P O N F I E L D I N S P E C T I O N . AL L T O P S O I L F O R P L A N T I N G S H O U L D H A V E A L A B O R A T O R Y TE S T E D O R G A N I C V A L U E O F 5 % M I N I M U M . S O I L S H A L L H A V E A PH V A L U E B E T W E E N 6 - 8 . S O I L S H A L L B E F R E E O F A L L S T O N E S AN D O R G A N I C M A T T E R L A R G E R T H A N 1 1 / 2 " D I A M E T E R . S O I L FO R P L A N T I N G P I T S S H A L L B E A M E N D E D A T T H E R A T E O F 7 CU B I C Y A R D S O F W E L L R O T T E D M A N U R E P E R C U B I C Y A R D S OF T O P S O I L . CO N T R A C T O R T O P R O V I D E P R O T E C T I O N F O R E X I S T I N G T R E E S SH O W N O N P L A N . Re d F l o w e r i n g D o g w o o d TY P I C A L T R E E P L A N T I N G SC A L E : N T S SC A L E : 1 " = 4 0 ' 0 40 80 LA N D S C A P E P L A N SC A L E : 1 " = 4 0 ' QT Y BO T A N I C A L N A M E CO M M O N N A M E SP A C I N G SI Z E Pl a n t i n g S c h e d u l e GR A S S S E E D PR O V I D E F U L L C O V E R SE E D AS S H O W N AS S H O W N AS S H O W N HE D G E T R I M M E D AS S H O W N Lig u s t r u m x i b o l i u m No r t h e r n P r i v e t AS S H O W N Ju n i p e r u s d a v u r i c a ' E x p a n s a ' AS S H O W N AS S H O W N 2 G A L L O N C O N T A I N E R Ac e r r u b r u m ' O c t o b e r G l o r y ' AS S H O W N 2 . 5 " - 3 " C A L I P E R , B & B Pa r s o n s J u n i p e r Re d M a p l e TY P I C A L L A R G E S H R U B P L A N T I N G SC A L E : N T S TYPICAL SHR U B P L A N T I N G SCA L E : N T S AS S H O W N , 8 ' ± O . C . . AS S H O W N 5' - 6 ' T a l l , B & B CU P R E S S O C Y P A R I S L E Y L A N D I I LE Y L A N D C Y P R E S S 2 G A L L O N C O N T A I N E R AS S H O W N 5' - 6 ' T a l l , B & B AS S H O W N Co r n u s f l o r i d a v a r . r u b r a AS S H O W N RE V . T O 4 4 R O O M S - U P D A T E U T I L I T I E S 04 / 1 1 / 2 0 1 7 EX I S T I N G T R E E T O R E M A I N EX I S T I N G T R E E D E S C R I P T I O N A N D S I Z E TEMPORARY TREE PROTECTIONSCALE: NTS 18 MIN.EXISTING TREEAT TRUNKPROPOSEDSTONE RETAININGWALL12" MAX. WALL HEIGHT 6"18" MIN.EXISTING TREEAT TRUNKPROPOSEDSTONE RETAININGWALL12" MAX. WALL HEIGHTPERMANENT TREE PROTECTIONSCALE: NTS NOTE: PERMANENT TREE PROTECTIONWHEN GRADES SURROUNDING TREESGREATER OR LESS THAN 1:2 SLOPE REQ'D SIDEYARD SETBACK 25'-0"REQ'DREARYARDSETBACK 15 ' - 0 " RE Q ' D FR O N T Y D . SE T B A C K 31 LONG ISLAND RAILROAD MAIN ROAD NYS ROUTE 25 6 9 12 21 22 ' - 8 " PROPOSED REAR YARD SETBACK EX I S T ' G . 28'-3" EXIST'G. FIS H P O N D WALKWAY WA L K W A Y GA R B A G E AR E A 11 GARBAGEAREA13 48'-8" PROPOSED SIDE YARD SETBACK 22 3 ' - 1 " PR O P O S E D F R O N T YA R D S E T B A C K 16N71°22'40"E 415.71'S07°38'10"E 622.78' S0 7 ° 4 4 ' 4 0 " E 3 1 0 . 0 0 ' S84°04'50"W 191.30' N0 4 ° 4 5 ' 2 0 " W 1 7 8 . 0 0 ' SH E D chain link fence stockade fence f e n c e ch a i n l i n k stockade fencestockade fencestockade fence S85°14'40"W 103.00' S87°58'50"W 90.10' N05°30'50"W 616.57'S71°22'40"W59.72'N05°30'50"W51.34' we l l WESTBOUND LANE EASTBOUND LANE DOUBLE YELLOW TRAFFIC LINES cb WHITE TRAFFIC LINE walk WHITE TRAFFIC LINE u.p. concrete sidewalk cb u.p.f.h. cb u.p. u.p.u.p.u.p. cbcb cb SI G N SI G N SI G N SIG N SI G N SI G N 10'-0" LA N D N O W O R F O R M E R L Y O F CH A R L E S W . W I T Z K E S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 2 8 . 1 LAND NOW OR FORMERLY OFANTHONY FORGIONES.C.T.M.NO. 1000-63-03-17.3 LAND NOW O R F O R M E R L Y O F VINCENT DOLOMIT E & I L E A N A D O L O M I T E S.C.T.M. NO . 1 0 0 0 - 6 3 - 0 3 - 1 7 . 4 LAND NOW OR FORMERLY OF ANTHONY ZUSTOVICH & STEPH A N I E ZUSTOVICH S.C.T.M. NO. 1000-63-03-17.2 LA N D N O W O R F O R M E R L Y O F VA L E R I E M . S C O P A Z S. C . T . M . N O . 1 0 0 0 - 6 3 - 0 3 - 1 6 LA N D N O W O R F O R M E R L Y O F PI L L E S R E A L T Y H O L D I N G L L C S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 1 2 LA N D N O W O R F O R M E R L Y O F JA N E T L . R Y A N S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 1 3 LA N D N O W O R F O R M E R L Y O F EU G E N T O M A S I C & M I R E L L A T O M A S I C S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 1 4 LO C U S T L A N E EX I S T I N G W E L L TO R E M A I N A S IR R I G A T I O N W E L L EX I S T I N G T O 2 S T O R Y ST R U C T U R E T O R E M A I N PR O P O S E D R E S T A U R A N T FF : 2 7 . 5 PR O P O S E D A D D I T I O N T O EX I S T I N G S T R U C T U R E NE W P R O P O S E D D R I V E W A Y AN D P A R K I N G NE W P R O P O S E D D R I V E W A Y PROPOSED PARKING AREA NEW PROPOSED PARKING AREA NEW PROPOSED DRIVEWAY NE W P R O P O S E D DR I V E W A Y PROPOSED HOTEL CH E S S B O A R D LA W N / S C U L P T U R E GA R D E N 3332333434 32333131302928 30 29 28 27 28 28 27 27 26 26 26 2626 17 ' - 2 " POOL AREA COTTAGE PARKING218'-11"4RAMPH.T.H.T.153'-10"PROPOSED REAR YARD SETBACK 32'-0"COTTAGE 1H.T.WALKWAYH.T.COTTAGE 3H.T.COTTAGE 4H.T.POOL CABANAS W W W W E E E E E E E E E E E E E E E E E E E E E E E E E E W W W W W W W W W W W W W W W W W W W W FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP S S S SSSSSSSSSSSSSSSSSSSSSSSSS SSSSSS27.19 RAMPRAMP GRADE EL. 30.5' FF E L . 3 2 . 0 ' FF EL. 32.0'PROPOSED PARKING AREA PROPOSED PARKING AREA PL A Y C O U R T S 97'-10"EXIST. SIDE YARD SETBACK GRADE EL. 27.5'TW: 30.5BW: 27.25TW: 30.5 BW: 27.25TW: 30.5 BW: 27.20 GRADE EL. 27.5'TW: 30.5BW: 27.25 +EL: 27 . 2 5 TW: 30.5BW: 27.2520 2832.5 26 2626 26 2828 29 30 29 2930313132323334 PR O P O S E D FR O N T Y A R D SE T B A C K 27 RIDGERIDGE 9' T Y P . 22' TYP.18'-0" 27'-9" 29 PROPOSED SIDEYARD SETBACKREQ'DSIDEYARDSETBACK S S S S S S S S S S S S S S S S S S S S S S S S S SSSSSSSSSSSSSSSSS NEW PROPOSED DRIVEWAY 4 4 11 1 2 2 5 2 6 4 COTTAGE 2 10.05.02.01.0.5.2.110.05.02.01.0.5.2.110.05.02.01.0.5.2.110.05.02.01.0.5 .2 .110.0 5.0 2.0 1.0 .5 .2 .1 10 . 0 5.0 2.0 1.0 .5 .2 .1 10.0 5.0 2.0 1.0 .5 .2 .1 10.05.02.01.0.5.2.1 10.0 5.0 2.0 1.0 .5 .2 .1 10.0 5.0 2.0 1.0 .5 .2 .1 10.0 5.0 2.0 1.0 .5 .2 .1 10 . 05.0 2.01.0.5.2 .1 10. 0 5.0 2.0 1.0 .5 .2 .1 10 . 05.02.01.0.5.2 .1 10 . 05.0 2.01.0.5.2 .1 10.0 5.0 2.01.0 .5 .2.1 10.0 5.0 2.0 1.0 .5 .2 .1 10.0 5.0 2.0 1.0 .5 .2 .1 10.0 5.0 2.0 1.0 .5 .2 .1 10.0 5.0 2.0 1.0 .5 .2 .1 10.05.02.01.0.5.2.1 10.05.02.01.0.5.2.110.0 5.0 2.0 1.0 .5 .2 .1 10.05.02.01.0.5.2.1 10.05.02.01.0.5.2.1 10.0 5.0 2.0 1.0 .5 .2 .1 4MH 3MH3MH2MH1MH3MH2MH2MH1MH1MH2MH0MH0MH1MH3MH4MH10.05.02.01.0.5.2.1 2 # 1 2 T H W + 1 # 1 2 GR O U N D TO F I X T U R E EX T R U D E D H A N D H O L E SP L I C E I N P O L E AT H A N D H O L E 2" D I A . S C H . 4 0 P V C EL E C T R I C A L CO N D U I T W I T H T W O (2 ) # 1 0 R R - U S E - 2 CO P P E R CO N D U C T O R S P L U S ON E ( 1 ) # 1 0 R R - U S E GR O U N D . HI G H P R E S S U R E S O D I U M 1 0 0 W A T T ST O N C O L I G H T I N G SI L H O U E T T E L U M I N A I R E MO D E L : S S M 3 1 0 0 L X F F S - 2 ( 1 0 ' M O U N T I N G ) TY P E I I I S H O E B O X SI N G L E P H A S E , 2 0 8 V O L T 10 ' - 0 : H I G H x 4 " S Q U A R E AL U M I N I U M L I G H T P O L E , SM O O T H A L U M I U M 6 0 6 3 - T 6 AL L O Y , 0 . 1 2 5 M I N . W A L L TH I C K N E S S MA N U F A C T U R E R : U S S MA N U F A C T U R I N G I N C . MO D E L : U S S 4 0 A 1 0 A B - S Q 8" 2" 2" GR A D E GR A D E 4' - 6 " M I N . D E P T H 2' - 6 " M I N . B U R Y 16 " W x 1 6 " D 3/ 4 " D I A . G A L V A N I Z E D A N C H O R B O L T S MI N . 2 8 " L O N G 4 E A C H P E R P O L E AS T M A 5 7 6 ( T Y P . ) 4, 0 0 0 P S I C O N C R E T E W I T H 6 " x 6 " 10 / 1 0 W E L D E D W I R E F A B R I C RE I N F O R C E D MA N U F A C T U R E R : F E C O ( D I V I S I O N OF O L D C A S T L E P R E C A S T ) PR O V I D E S H O P D R A W I N G S B E F O R E CA S T I N G B A S E S Dra w i n g N u m b e r : Sh e e t of PW G C P r o j e c t N u m b e r : Tit l e o f D r a w i n g : Cli e n t : Re g u l a t o r y R e f e r e n c e N u m b e r : Co u n t y T a x M a p N u m b e r : Nu m b e r Re v i s i o n D e s c r i p t i o n Re v i s i o n D a t e 1 2 3 4 5 6 7 Pr o j e c t : Pr o j e c t A d d r e s s : Un a u t h o r i z e d a l t e r a t i o n o r a d d i t i o n to t h i s d r a w i n g a n d r e l a t e d d o c u m e n t s is a v i o l a t i o n o f S e c t i o n 7 2 0 9 of t h e N e w Y o r k S t a t e E d u c a t i o n L a w CO N S U L T A N T S Ap p r o v e d B y Dra w n B y De s i g n e d B y Sc a l e Da t e C r e a t e d Da t e S u b m i t t e d 63 0 J o h n s o n A v e n u e . ● Su i t e 7 Bo h e m i a ● NY ● 11 7 1 6 - 2 6 1 8 Ph o n e : ( 6 3 1 ) 5 8 9 - 6 3 5 3 ● Fa x : ( 6 3 1 ) 5 8 9 - 8 7 0 5 E- m a i l : I N F O @ P W G R O S S E R . C O M PW G C St r a t e g i c E n v i r o n m e n t a l a n d E n g i n e e r i n g S o l u t i o n s P. W . G R O S S E R C O N S U L T I N G E N G I N E E R AN D H Y D R O G E O L O G I S T , P . C . PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 02-12-19\Enclaves 02-13-19 Site Plan.DWG (C500~) PLOT DATE/TIME: Feb 14, 2019-2:04pm By: CUNHA Co n t r a c t N u m b e r : TH E E N C L A V E S 56 6 5 5 R O U T E 2 5 SO U T H O L D , N Y SI T E P L A N SI T E L I G H T I N G P L A N 56 6 5 5 R O U T E 2 5 SO U T H O L D SU F F O L K C O U N T Y , N E W Y O R K 10 0 0 - 6 3 - 3 - 1 5 - - 14 AV G 1 6 0 1 TC 01 / 2 0 / 1 7 TC 08 / 2 3 / 1 6 BG AS S H O W N AN D D E T A I L S SI T E L I G H T I N G C- 5 0 0 9 10' POLE LIGHT PHOTOMETRICSSCALE: 1"=10'MH = MOUNTING HEIGHT NOTES1. DIRECT BURIAL C A B L E 6 " O R 1 2 " B E H I N D E D G E O F P A V E M E N T T H R O U G H O U T A N D A T A D E P T H O F 2 ' - 0 " B E L O W FINAL GRADE.2. CABLE IN PVC OR G A L V . I R O N E L E C T R I C C O N D U I T W H E R E C A B L E S C R O S S W A L K S O R D R I V E W A Y S , S I Z E D A S INDICATED AND 2'-0 " B E L O W F I N I S H E D G R A D E , A N D A T L E A S T 2 ' - 0 " B E Y O N D E A C H W A L K O R P A V E M E N T E D G E . 3. METAL HALIDE, 1 0 0 W A T T F I X T U R E S A N D P O L E S A S S P E C I F I E D . 4. LARGE DIAMETER C A B L E S A R E R E Q U I R E D T O M A I N T A I N N O M O R E T H A N 3 % V O L T A G E D R O P A T E A C H F I X T U R E . 5. SPLICING OF VAR I O U S S I Z E C A B L E S S H A L L B E D O N E I N B A S E O F P O L E A N D S P L I C E S S H A L L B E W A T E R P R O O F . SC A L E : 1 " = 4 0 ' 0 40 80 LI G H T I N G P L A N SC A L E : 1 " = 4 0 ' RE V . T O 4 4 R O O M S - U P D A T E U T I L I T I E S 04 / 1 1 / 2 0 1 7 31 LONG ISLAND RAILROAD MAIN ROAD NYS ROUTE 25 6 9 12 21 FI S H P O N D WA L K W A Y WA L K W A Y GA R B A G E AR E A 11 GARBAGEAREA1316N71°22'40"E 415.71'S07°38'10"E 6 2 2 . 7 8 ' S0 7 ° 4 4 ' 4 0 " E 3 1 0 . 0 0 ' S84°04'50"W 191.30' N0 4 ° 4 5 ' 2 0 " W 1 7 8 . 0 0 ' sl a t e sl a t e SH E D ch a i n l i n k f e n c e stockade fence f e n c e ch a i n l i n k stockade fencestockade fencestockade fence S85°14'40"W 103.00' S87°58'50"W 90.10' N05°30'50"W 6 1 6 . 5 7 ' S71°22'40"W59.72'N05°30'50"W51.34'15'-0" we l l WI T H N E T T I N G WO O D P O S T S WESTBOUND LANE EASTBOUND LANE DOUBLE YELLOW TRAFFIC LINES cb WHITE TRAFFIC LINE walk WHITE TRAFFIC LINE u.p. concrete sidewalk cb u.p. f.h. cb u.p. u.p.u.p.u.p. cbcb cb SIG N SI G N SI G N SI G N SIG N SIG N LA N D N O W O R F O R M E R L Y O F CH A R L E S W . W I T Z K E S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 2 8 . 1 LAND NOW OR FORMERLY OFANTHONY FORGIONES.C.T.M.NO. 1000-63-03-17.3 LA N D N O W O R F O R M E R L Y O F VI N C E N T D O L O M I T E & I L E A N A D O L O M I T E S. C . T . M . N O . 1 0 0 0 - 6 3 - 0 3 - 1 7 . 4 LAND NOW OR FORMERLY OF ANTHONY ZUSTOVICH & STEPHA N I E ZUSTOVICH S.C.T.M. NO. 1000-63-03-17.2 LA N D N O W O R F O R M E R L Y O F VA L E R I E M . S C O P A Z S. C . T . M . N O . 1 0 0 0 - 6 3 - 0 3 - 1 6 LA N D N O W O R F O R M E R L Y O F PI L L E S R E A L T Y H O L D I N G L L C S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 1 2 LA N D N O W O R F O R M E R L Y O F JA N E T L . R Y A N S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 1 3 LA N D N O W O R F O R M E R L Y O F EU G E N T O M A S I C & M I R E L L A T O M A S I C S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 1 4 LO C U S T L A N E TO W N H A R B O R LA N E EX I S T I N G 1 S T O R Y FR A M E G A R A G E T O RE M A I N LI N E O F E X I S T I N G DR I V E W A Y T O B E RE M O V E D EX I S T I N G T O B E RE M O V E D EX I S T I N G W E L L TO R E M A I N A S IR R I G A T I O N W E L L EX I S T I N G T O B E RE M O V E D EX I S T I N G T O 2 S T O R Y ST R U C T U R E T O R E M A I N PR O P O S E D R E S T A U R A N T FF : 2 7 . 5 EX I S T I N G 1 S T O R Y F R A M E SH E D T O B E R E N O V A T E D A N D IN C O R P O R A T E D I N T O M A I N ST R U C T U R E PR O P O S E D A D D I T I O N T O EX I S T I N G S T R U C T U R E NE W P R O P O S E D D R I V E W A Y AN D P A R K I N G NE W P R O P O S E D D R I V E W A Y PROPOSED PARKING A R E A NEW PROPOSED PARKING AREA NEW PROPOSED DRIVEWAY NE W P R O P O S E D DR I V E W A Y PR O P O S E D H O T E L CH E S S B O A R D LA W N / S C U L P T U R E GA R D E N 3332333434 3233 31 313029 28 30 29 28 27 28 28 27 27 26 26 26 2626 PO O L A R E A COTTAGE PARKING4 RAMP H.T . H.T . COTTAGE 1 H.T.WALKWAYCOTTAGE 2 H.T.COTTAGE 3 H.T.COTTAGE 4 H.T. PO O L C A B A N A S W W W W E E E E E E E E E E E E E E E E E E E E E E E E E E W W W W W W W W W W W W W W W W W W W W FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP RD RD R D R D S S S SSSSSSSSSSSSSSSSSSSSSSSSS SSSSSS27.19 RD RDRDRDRD RA M P RA M P GR A D E E L . 3 0 . 5 ' FF E L . 3 2 . 0 ' FF E L . 3 2 . 0 ' PROPOSED PARKING AREA PROPOSEDPARKING AREA PL A Y C O U R T S W GR A D E E L . 2 7 . 5 ' TW : 3 0 . 5 BW : 2 7 . 2 5 TW : 3 0 . 5 BW : 2 7 . 2 5 TW : 3 0 . 5 BW : 2 7 . 2 0 GR A D E E L . 2 7 . 5 ' TW: 30.5BW: 27.25 +E L : 2 7 . 2 5 TW : 3 0 . 5 BW : 2 7 . 2 5 20 RIDGE32.5 28 RIDGE 31.5 RIDGE 26.2 RIDGE 26.2 32.5 2626 26 2828 29 30 29 293031 31 32 323334 RI D G E RIDGE 18'-0" 18'-0" PROPOSEDLEACHING POOLSPROPOSEDEFFLUENT FLOWMETERPROPOSED SEWAGETREATMENT PLANTAND 100%EXPANSION AREAPROPOSEDWATER SERVICE PR O P O S E D WA T E R S E R V I C E PR O P O S E D PU M P S T A T I O N PR O P O S E D V A L V E CH A M B E R PR O P O S E D GR E A S E T R A P PROPOSED SEWERHOUSE CONNECTION PR O P O S E D WA T E R S E R V I C E PROPOSEDSEWER MAIN 29 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSSSSSSSS PR O P O S E D FO R C E M A I N PROPOSEDEQUALIZATIONPUMP STATION PROPOSEDCONSTANT HEADBOX PROPOSEDMECHANICALSCREEN PROPOSED 100%LEACHING POOLEXPANSION AREA25'50'25'75'50'PROPOSED STPCONTROLBUILDING (10'X23') NEW PROPOSED DRIVEWAY 4 PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G PROPOSEDPERVIOUSOVERFLOWPARKING4 22 ' - 0 " 20 ' - 0 " 9'-0" 11 20'-0" 22'-0" 20'-0" PROPOSEDPERVIOUSOVERFLOWPARKING 10 ' - 0 " 22'-0" 1 2 2 PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G 5 2 PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G 6 PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G 10'-0" 22 ' - 0 " 4 RD 26 27 75' Dr a w i n g N u m b e r : Sh e e t of PW G C P r o j e c t N u m b e r : Tit l e o f D r a w i n g : Cl i e n t : Re g u l a t o r y R e f e r e n c e N u m b e r : Co u n t y T a x M a p N u m b e r : Nu m b e r Re v i s i o n D e s c r i p t i o n Re v i s i o n D a t e 1 2 3 4 5 6 7 Pr o j e c t : Pr o j e c t A d d r e s s : Un a u t h o r i z e d a l t e r a t i o n o r a d d i t i o n to t h i s d r a w i n g a n d r e l a t e d d o c u m e n t s is a v i o l a t i o n o f S e c t i o n 7 2 0 9 of t h e N e w Y o r k S t a t e E d u c a t i o n L a w CO N S U L T A N T S Ap p r o v e d B y Dr a w n B y De s i g n e d B y Sc a l e Da t e C r e a t e d Da t e S u b m i t t e d 63 0 J o h n s o n A v e n u e . ● Su i t e 7 Bo h e m i a ● NY ● 11 7 1 6 - 2 6 1 8 Ph o n e : ( 6 3 1 ) 5 8 9 - 6 3 5 3 ● Fa x : ( 6 3 1 ) 5 8 9 - 8 7 0 5 E- m a i l : I N F O @ P W G R O S S E R . C O M PW G C St r a t e g i c E n v i r o n m e n t a l a n d E n g i n e e r i n g S o l u t i o n s P. W . G R O S S E R C O N S U L T I N G E N G I N E E R AN D H Y D R O G E O L O G I S T , P . C . PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 02-12-19\Enclaves 02-13-19 Site Plan.DWG (C600~) PLOT DATE/TIME: Feb 14, 2019-2:04pm By: CUNHA Co n t r a c t N u m b e r : TH E E N C L A V E S 56 6 5 5 R O U T E 2 5 SO U T H O L D , N Y OV E R A L L S I T E P L A N SA N I T A R Y L A Y O U T 56 6 5 5 R O U T E 2 5 SO U T H O L D SU F F O L K C O U N T Y , N E W Y O R K 10 0 0 - 6 3 - 3 - 1 5 - - 14 AV G 1 6 0 1 TC 01 / 2 0 / 1 7 TC 08 / 2 3 / 1 6 BG AS S H O W N UT I L I T I E S P L A N LA Y O U T A N D PR O P O S E D S I T E C- 6 0 0 10 SC A L E : 1 " = 4 0 ' 0 40 80 PR O P O S E D S I T E P L A N SC A L E : 1 " = 4 0 ' Sanitary Calculations RE V . T O 4 4 R O O M S - U P D A T E U T I L I T I E S 04 / 1 1 / 2 0 1 7 ALLOWABLE SANITARY DENSITY FLOW6.75 ACRES X 600 GPD/ACRE = 4,050 GPDPROPOSED SANITARY DENSITY FLOW74 SEAT RESTAURANT X 10 GPD/SEAT = 740 GPD44 UNIT HOTEL X 150 GPD/UNIT = 6,600 GPDTOTAL SANITARY FLOW = 7,340 GPDSINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT (STP) HASBEEN PROVIDED.PROPOSED RESTAURANT - GREASE TRAP SIZINGPROPOSED 74 SEAT RESTAURANTKITCHEN FLOW = 20 GPD/SEAT X 74 SEATS = 1,480 GPD GREASE TRAP DESIGNREQUIRED:1,480 GPD X 1 DAY = 1,480 GPDPROVIDED:(1) 10' DIA. x 5' LIQUID DEPTH GREASE TRAP (2,500 GAL)STP DESIGN FLOWPROPOSED RESTAURANT DESIGN FLOW74 SEATS X 30 GPD/SEAT = 2,220 GPDPROPOSED 44 UNIT HOTEL150 GPD/UNIT X 44 UNITS = 6,600 GPDSTP DESIGN FLOW = 8,820 GPDSTP LEACHING POOL DESIGNREQUIRED:8,820 GPD / 5 GPD/SF = 1,764 SFPROVIDED:NEW LEACHING POOLS10' DIA. LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET (V L F ) 31.4 SF/VERTICAL LINEAR FOOT X 15.0 VERTICAL FEET = 471 SF471 SF X 4 POOLS = 1,884 SF PROVIDED1,884 SF PROVIDED > 1,764 SF REQUIRED LONG ISLAND RAILROAD 21 WA L K W A Y 11 GA R B A G E AR E A 13 16 N71°22'40"E 415.71' S0 7 ° 3 8 ' 1 0 " E 6 2 2 . 7 8 ' ch a i n l i n k f e n c e f e n c e ch a i n l i n k st o c k a d e f e n c e st o c k a d e f e n c e stockade fence 15'-0" LA N D N O W O R F O R M E R L Y O F AN T H O N Y F O R G I O N E S. C . T . M . NO . 1 0 0 0 - 6 3 - 0 3 - 1 7 . 3 LA N D N O W O R F O R M E R L Y O F VI N C E N T D O L O M I T E & I L E A N A D O L O M I T E S. C . T . M . N O . 1 0 0 0 - 6 3 - 0 3 - 1 7 . 4 PR O P O S E D P A R K I N G A R E A NEW PROPOSED PARKING AREA PR O P O S E D H O T E L CH E S S B O A R D 3334 32 31 30 29 28 27 28 28 PO O L A R E A COTTAGE PARKING 4 RAMP H. T . H. T . CO T T A G E 1 H. T . WALKWAY CO T T A G E 2 H. T . CO T T A G E 3 H. T . CO T T A G E 4 H. T . PO O L C A B A N A S S S S S S S S SSSSSS SSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 27 . 1 9 RDRDRD RD RA M P RA M P GR A D E E L . 3 0 . 5 ' FF E L . 3 2 . 0 ' PROPOSED P A R K I N G A R E A PR O P O S E D PA R K I N G A R E A PL A Y C O U R T S W W W WWW GR A D E E L . 2 7 . 5 ' TW : 3 0 . 5 BW : 2 7 . 2 5 TW : 3 0 . 5 BW : 2 7 . 2 5 TW : 3 0 . 5 BW : 2 7 . 2 0 GR A D E E L . 2 7 . 5 ' TW: 30.5 BW: 27.25 +E L : 2 7 . 2 5 TW : 3 0 . 5 BW : 2 7 . 2 5 20 RIDGE 32.5 28 RIDGE 31.5 32 . 5 29 30 31 31 32 32 RI D G E RI D G E PROPOSEDLEACHING POOLSPROPOSEDEFFLUENT FLOWMETERPROPOSED SEWAGETREATMENT PLANTAND 100%EXPANSION AREAPROPOSEDWATER SERVICE PR O P O S E D S E W E R HO U S E C O N N E C T I O N PROPOSEDSEWER MAIN 29 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S PROPOSEDEQUALIZATIONPUMP STATION PROPOSEDCONSTANT HEADBOX PROPOSEDMECHANICALSCREEN PROPOSED 100%LEACHING POOLEXPANSION AREA25'50'25' 75 ' 50 ' PROPOSED STPCONTROLBUILDING (10'X23')4 PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G 4 PROPOSEDPERVIOUSOVERFLOWPARKING RD 75' Dra w i n g N u m b e r : Sh e e t of PW G C P r o j e c t N u m b e r : Tit l e o f D r a w i n g : Cli e n t : Re g u l a t o r y R e f e r e n c e N u m b e r : Co u n t y T a x M a p N u m b e r : Nu m b e r Re v i s i o n D e s c r i p t i o n Re v i s i o n D a t e 1 2 3 4 5 6 7 Pr o j e c t : Pr o j e c t A d d r e s s : Un a u t h o r i z e d a l t e r a t i o n o r a d d i t i o n to t h i s d r a w i n g a n d r e l a t e d d o c u m e n t s is a v i o l a t i o n o f S e c t i o n 7 2 0 9 of t h e N e w Y o r k S t a t e E d u c a t i o n L a w CO N S U L T A N T S Ap p r o v e d B y Dra w n B y De s i g n e d B y Sc a l e Da t e C r e a t e d Da t e S u b m i t t e d 63 0 J o h n s o n A v e n u e . ● Su i t e 7 Bo h e m i a ● NY ● 11 7 1 6 - 2 6 1 8 Ph o n e : ( 6 3 1 ) 5 8 9 - 6 3 5 3 ● Fa x : ( 6 3 1 ) 5 8 9 - 8 7 0 5 E- m a i l : I N F O @ P W G R O S S E R . C O M PW G C St r a t e g i c E n v i r o n m e n t a l a n d E n g i n e e r i n g S o l u t i o n s P. W . G R O S S E R C O N S U L T I N G E N G I N E E R AN D H Y D R O G E O L O G I S T , P . C . PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 02-12-19\Enclaves 02-13-19 Site Plan.DWG (C601~) PLOT DATE/TIME: Feb 14, 2019-2:04pm By: CUNHA Co n t r a c t N u m b e r : TH E E N C L A V E S 56 6 5 5 R O U T E 2 5 SO U T H O L D , N Y PA R T I A L S I T E P L A N SA N I T A R Y L A Y O U T 56 6 5 5 R O U T E 2 5 SO U T H O L D SU F F O L K C O U N T Y , N E W Y O R K 10 0 0 - 6 3 - 3 - 1 5 - - 14 AV G 1 6 0 1 TC 01 / 2 0 / 1 7 TC 08 / 2 3 / 1 6 BG AS S H O W N UT I L I T I E S P L A N LA Y O U T A N D PR O P O S E D S I T E C- 6 0 1 11 SC A L E : 1 " = 2 0 ' 0 20 40 PR O P O S E D H O T E L S I T E P L A N SC A L E : 1 " = 2 0 ' RE V . T O 4 4 R O O M S - U P D A T E U T I L I T I E S 04 / 1 1 / 2 0 1 7 MAIN ROAD NYS ROUTE 25 6 9 12 WA L K W A Y GARBAGEAREA S07°44'40"E 3 1 0 . 0 0 ' S84°04'50"W 191.30' N0 4 ° 4 5 ' 2 0 " W 1 7 8 . 0 0 ' sl a t e sl a t e SH E D we l l WITH NETTING WOOD POSTS WESTBOUND LANE EASTBOUND LANEWHITE TRAFFIC LINE WHITE TRAFFIC LINE u.p. concrete sidewalk f.h. cb u.p. u.p. cb cb SI G N SI G N SI G N LAND NOW OR FOR M E R L Y O F VALERIE M. SC O P A Z S.C.T.M. NO. 100 0 - 6 3 - 0 3 - 1 6 EXISTING 1 STORYFRAME GARAGE TOREMAIN LI N E O F E X I S T I N G DR I V E W A Y T O B E RE M O V E D EX I S T I N G T O B E RE M O V E D EX I S T I N G W E L L TO R E M A I N A S IR R I G A T I O N W E L L EX I S T I N G T O B E RE M O V E D EX I S T I N G T O 2 S T O R Y ST R U C T U R E T O R E M A I N PR O P O S E D R E S T A U R A N T FF : 2 7 . 5 EX I S T I N G 1 S T O R Y F R A M E SH E D T O B E R E N O V A T E D A N D IN C O R P O R A T E D I N T O M A I N ST R U C T U R E PR O P O S E D A D D I T I O N T O EX I S T I N G S T R U C T U R E NE W P R O P O S E D D R I V E W A Y AN D P A R K I N G NEW P R O P O S E D DRIVEW A Y 26 26 2626 W W W W W W W W E E E E E E E E E E E E E E E E E E E E E E E E E E EEEEEEEEEEEEEEEEEE W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWW FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP RD S S S S S S S S RIDGE 26.2 RIDGE 26.2 2626 28 18'-0" 18'-0" PR O P O S E D WA T E R S E R V I C E PR O P O S E D PU M P S T A T I O N PR O P O S E D V A L V E CH A M B E R PR O P O S E D GR E A S E T R A P S S S S SSSSSSSSSSSS S S S S S S S S S PR O P O S E D FO R C E M A I N PROPOSEDPERVIOUSOVERFLOWPARKING22'-0"20'-0"9'-0"1120'-0"22'-0" 20'-0" 5 2 PR O P O S E D PE R V I O U S OV E R F L O W PA R K I N G 6 26 27 Dra w i n g N u m b e r : Sh e e t of PW G C P r o j e c t N u m b e r : Tit l e o f D r a w i n g : Cli e n t : Re g u l a t o r y R e f e r e n c e N u m b e r : Co u n t y T a x M a p N u m b e r : Nu m b e r Re v i s i o n D e s c r i p t i o n Re v i s i o n D a t e 1 2 3 4 5 6 7 Pr o j e c t : Pr o j e c t A d d r e s s : Un a u t h o r i z e d a l t e r a t i o n o r a d d i t i o n to t h i s d r a w i n g a n d r e l a t e d d o c u m e n t s is a v i o l a t i o n o f S e c t i o n 7 2 0 9 of t h e N e w Y o r k S t a t e E d u c a t i o n L a w CO N S U L T A N T S Ap p r o v e d B y Dra w n B y De s i g n e d B y Sc a l e Da t e C r e a t e d Da t e S u b m i t t e d 63 0 J o h n s o n A v e n u e . ● Su i t e 7 Bo h e m i a ● NY ● 11 7 1 6 - 2 6 1 8 Ph o n e : ( 6 3 1 ) 5 8 9 - 6 3 5 3 ● Fa x : ( 6 3 1 ) 5 8 9 - 8 7 0 5 E- m a i l : I N F O @ P W G R O S S E R . C O M PW G C St r a t e g i c E n v i r o n m e n t a l a n d E n g i n e e r i n g S o l u t i o n s P. W . G R O S S E R C O N S U L T I N G E N G I N E E R AN D H Y D R O G E O L O G I S T , P . C . PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 02-12-19\Enclaves 02-13-19 Site Plan.DWG (C602~) PLOT DATE/TIME: Feb 14, 2019-2:04pm By: CUNHA Co n t r a c t N u m b e r : TH E E N C L A V E S 56 6 5 5 R O U T E 2 5 SO U T H O L D , N Y PA R T I A L S I T E P L A N SA N I T A R Y L A Y O U T 56 6 5 5 R O U T E 2 5 SO U T H O L D SU F F O L K C O U N T Y , N E W Y O R K 10 0 0 - 6 3 - 3 - 1 5 - - 14 AV G 1 6 0 1 TC 01 / 2 0 / 1 7 TC 08 / 2 3 / 1 6 BG AS S H O W N UT I L I T I E S P L A N LA Y O U T A N D PR O P O S E D S I T E C- 6 0 2 12 SC A L E : 1 " = 2 0 ' 0 20 40 PROPOS E D R E S T A U R A N T S I T E P L A N SC A L E : 1 " = 2 0 ' RE V . T O 4 4 R O O M S - U P D A T E U T I L I T I E S 04 / 1 1 / 2 0 1 7 No. 4 BARS 18" O.C. 6'-0" LONG NOTE:FOOTING CONSTRUCTED ON2 TON/SQ. FT. UNDISTURBED B E A R I N G SOIL, OR PROPERLY COMPA C T E D ENGINEERED FILL CERTIFIE D B Y A LICENSED PROFESSIONALENGINEER.1'-6"6'-6"1'-6"4'-0"No. 4 BARS 12" O.C.No. 4 BARS 12" O.C. ALONG EARTH SIDE 12" THICK POUREDCONCRETE WALL4,000 PSI WATERPROOF INTERIOR FACE OFCONCRETE RETAINING WALL WITH DRI-SEAL(OR APPROVED EQUAL) SILICONE EXTERIORCOLORLESS WATERPROOFING (5%).No. 4 BARS 18" O.C.3" MIN COVERAGE2" x 2" KEY TOP OF WALLELEV. 30.5'BOTTOM OF WALLELEV. 27.25'3.25' REVEAL Dr a w i n g N u m b e r : Sh e e t of PW G C P r o j e c t N u m b e r : Tit l e o f D r a w i n g : Cl i e n t : Re g u l a t o r y R e f e r e n c e N u m b e r : Co u n t y T a x M a p N u m b e r : Nu m b e r Re v i s i o n D e s c r i p t i o n Re v i s i o n D a t e 1 2 3 4 5 6 7 Pr o j e c t : Pr o j e c t A d d r e s s : Un a u t h o r i z e d a l t e r a t i o n o r a d d i t i o n to t h i s d r a w i n g a n d r e l a t e d d o c u m e n t s is a v i o l a t i o n o f S e c t i o n 7 2 0 9 of t h e N e w Y o r k S t a t e E d u c a t i o n L a w CO N S U L T A N T S Ap p r o v e d B y Dr a w n B y De s i g n e d B y Sc a l e Da t e C r e a t e d Da t e S u b m i t t e d 63 0 J o h n s o n A v e n u e . ● Su i t e 7 Bo h e m i a ● NY ● 11 7 1 6 - 2 6 1 8 Ph o n e : ( 6 3 1 ) 5 8 9 - 6 3 5 3 ● Fa x : ( 6 3 1 ) 5 8 9 - 8 7 0 5 E- m a i l : I N F O @ P W G R O S S E R . C O M PW G C St r a t e g i c E n v i r o n m e n t a l a n d E n g i n e e r i n g S o l u t i o n s P. W . G R O S S E R C O N S U L T I N G E N G I N E E R AN D H Y D R O G E O L O G I S T , P . C . PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 02-12-19\Enclaves 02-13-19 Site Plan.DWG (C700~) PLOT DATE/TIME: Feb 14, 2019-2:04pm By: CUNHA Co n t r a c t N u m b e r : TH E E N C L A V E S 56 6 5 5 R O U T E 2 5 SO U T H O L D , N Y SI T E P L A N 56 6 5 5 R O U T E 2 5 SO U T H O L D SU F F O L K C O U N T Y , N E W Y O R K 10 0 0 - 6 3 - 3 - 1 5 - - 14 AV G 1 6 0 1 3'-0" MIN.5'-0"LIMIT OF WORKBY SITE CONTRACTORFIRST FLOOR DOWNSPOUT18"CAST IRON CLEAN O U T W I T H B R A S S F E R R U L E (CAST IRON PIPE P A I N T E D T O C O L O R SPECIFIED BY AR C H I T E C T . ) PVC (SDR18) PIPE F I T T I N G S S I Z E T O B E COORDINATED W I T H D O W N S P O U T FERNCO SERIES 1 0 5 G C O U P L I N G F O R C A S T IRON TO PVC PIPETO DRAINAGE SYS T E M PVC (DR 18) @ 1.0 % M I N . NOTE:1. CONTRACTOR SHALL COORDINATE DOWNSPOUT SIZE WITH ARCHITEC T U R A L P L A N S . GRADE O.D. PLUS 2' MAX(SEE NOTE BELOW)0.D.DSPRINGLINENOTE1- IF DEPTH OF TRENCH EQUALS OR EXCEEDS 5'-0", THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING. AS AN ALTERNATIVE, THE TRENCH WALLS MUST BE CUT BACK TO A 1:1 SLOPE, OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL, WHICHEVER IS MORE SHALLOW.2- CLASS I, II, III OR IV COMPACTED BACKFILL MATERIAL IN ALL PIPE ZONES, PER USCS UNIFIED SOIL CLASSIFICATION SYSTEM)3- SAWCUT 2' BEYOND TRENCH FOR PAVEMENT RESTORATION WHERE REQUIRED.SOILS IN EXCESS OF 9" BELOWPAVEMENT SUBGRADECOMPACTED TO 90% AASHTOT-99CLASS IV RCP PIPEPRE-SHAPED FOUNDATION ORFLAT FOUNDATION WITHBACKFILL TAMPED INTO PIPEHAUNCHES AT CONTRACTORSDISCRETIONBACKFILL PLACED ALTERNATELYIN 6" LIFTS ON BOTH SIDES OFPIPE UP TO SPRINGLINEELEVATION BEDDING (CLASS I, II, OR III)WHERE UNSUITABLE MATERIALIS ENCOUNTERED DURINGEXCAVATION OF PIPETRENCHES.BACKFILL ABOVE SPRINGLINE TOBE PLACED IN 12" LIFTS FINISH LAYER MATERIALGRADE GR O U N D W A T E R 3' - 0 " M I N . T O GR O U N D W A T E R 3'- 0 " MIN 3'- 0 " MI N RIN G D E P T H V A R I E S AS P E R D E S I G N 4" TY P . 12 ' - 0 " Ø TY P I C A L DR A I N A G E R I N G FI N I S H G R A D E DR A I N A G E R I N G S W R A P P E D WI T H G E O T E X T I L E F A B R I C SU P A C 4 N P O R AP P R O V E D E Q U A L BA C K F I L L U N D E R A N D AR O U N D D R Y W E L L W I T H GR A N U L A R M A T E R I A L CO N T A I N I N G L E S S T H A N 15 % F I N E S A N D , S I L T , & CL A Y . ( S I L T & C L A Y FR A C T I O N N O T T O EX C E E D 5 % ) 1' 8" AM E R I C A N M A D E C . I . F R A M E WIT H S L O T T E D C O V E R O R C. I . F R A M E W I T H S O L I D CO V E R B Y N E E N A H , CA M B E L L O R A P P R O V E D EQ U A L 1' M I N I M U M , 4 ' M A X I M U M 12 " D I A . P I P E A T 1 . 0 % M I N . (M A T E R I A L A S P E R D E S I G N ) AD J U S T T O F I N I S H E D GR A D E W I T H B R I C K SI X ( 6 ) F O O T M I N . PE N E T R A T I O N I N T O AC C E P T A B L E L E A C H I N G MA T E R I A L . I F S A I D CO N D I T I O N C A N N O T B E AC H I E V E D W I T H I N T H E FI R S T S I X ( 6 ) F E E T B E L O W TH E B O T T O M O F T H E L A S T LE A C H I N G R I N G , C O N T I N U E W I T H T H E E X C A V A T I O N O F TH E S I X ( 6 ) F O O T M I N . CIR C U L A R W I C K , U N T I L AP P R O V E D P E N N E T R A T I O N IS A C H E I V E D . 1'-8"8"6"3'-0"1'-6"1'-8"6'4'-4"8"4'-0"8"2'-6" 8" TOP VIEW CAST IRON CURB INLET TRAFFICBEARING BICYCLE SAFE (BY'CAMPBELL')ALLOW 4" FOR FINALADJUSTMENT OF FRAME#4 BARS IN TOP SLAB (4" O.C.)GROUT AROUND ENTIRE PIPECORRUGATED HDPE DRAIN PIPEOR APPROVED EQUALUNDISTURBED SUBGRADE PIPE INVERT1'-6" SQ. OPENING FILLEDWITH GRAVEL 0.5% MIN.OPENINGSIDE VIEW POLYPROPYLENE COATED 12"STEEL RUNGS @ 12" O.C.PIPE TRENCH DETAILSCALE: NTS ROOF DRAIN DOWNSPOUTSCALE: NTS DR A I N A G E L E A C H I N G P O O L SC A L E : N T S DRAINAGE - CATCH BASINSCALE: NTS NO T E : 1. A L L D R A I N A G E L E A C H I N G P O O L S T O H A V E 1 0 F T . E F F E C T I V E D E P T H . 4" 12 " 12 ' - 0 " D I A . RE I N F O R C E D CO N C R E T E P R E C A S T RI N G S # 3 0 A S P H A L T RO O F I N G F E L T 1 ' PA S T G R A V E L CO L L A R GR A D E GR A V E L C O L L A R 3 ' - 0 " MI N . A L L A R O U N D BA C K F I L L U N D E R A N D AR O U N D D R Y W E L L W I T H GR A N U L A R M A T E R I A L CO N T A I N I N G L E S S T H A N 15 % F I N E S A N D , S I L T , & CL A Y . ( S I L T & C L A Y FR A C T I O N N O T T O EX C E E D 5 % ) PR E C A S T C O N C R E T E FO O T I N G LE A C H I N G R I N G LE A C H I N G R I N G RE I N F O R C E D C O N C . SL A B C O V E R SI Z E O P E N I N G F O R CA S T I N G FR A M E & G R A T E RI M E L E V . P A V E M E N T CU R B L I N E AL L O W 4 " M I N . F O R AD J U S T I N G O F CA S T I N G 8 " M I N . 10 " 12 " 10 " 6" TY P DR A I N A G E - L E A C H I N G C A T C H B A S I N SC A L E : N T S NO T E : 1. A L L L E A C H I N G C A T C H B A S I N S T O H A V E 1 0 F T . E F F E C T I V E D E P T H . SE W E R M A I N O R HO U S E C O N N E C T I O N DR A I N A G E P I P E 18 " M I N . 18 " M I N . 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " DR A I N A G E / S E W E R C R O S S I N G D E T A I L SC A L E : N T S TC 01 / 2 0 / 1 7 TC 08 / 2 3 / 1 6 BG AS S H O W N DE T A I L S SI T E C- 7 0 0 13 5 A D A P T E R AN G L E S VA R I A B L E 0 ° - 3 6 0 ° AC C O R D I N G T O PL A N S 3 V A R I A B L E S U M P D E P T H AC C O R D I N G T O P L A N S ( 6 " M I N ) 4" M I N MI N I M U M P I P E B U R I A L DE P T H P E R P I P E MA N U F A C T U R E R RE C O M M E N D A T I O N 3 V A R I A B L E I N V E R T H E I G H T S AV A I L A B L E ( A C C O R D I N G T O PL A N S / T A K E O F F ) 4 V A R I O U S T Y P E S O F I N L E T & O U T L E T A D A P T E R S AV A I L A B L E : 4 " - 2 4 " F O R C O R R U G A T E D H D P E (A D S N - 1 2 , A D S S I N G L E W A L L , H A N C O R D U A L W A L L ) , SD R 3 5 , S C H 4 0 D W V , C O R R U G A T E D & R I B B E D P V C 4 W A T E R T I G H T J O I N T (C O R R U G A T E D H D P E S H O W N ) 1 2 I N T E G R A T E D D U C T I L E I R O N FR A M E & G R A T E T O MA T C H B A S I N O . D . NY L O P L A S T 2 4 " D R A I N B A S I N : 2 8 2 4 A G RE V B 70 0 1 - 1 1 0 - 1 9 2 DW G N O . 31 3 0 V E R O N A A V E BU F O R D , G A 3 0 5 1 8 PH N ( 7 7 0 ) 9 3 2 - 2 4 4 3 FA X ( 7 7 0 ) 9 3 2 - 2 4 9 0 ww w . n y l o p l a s t - u s . c o m 24 I N D R A I N B A S I N Q U I C K S P E C I N S T A L L A T I O N D E T A I L TI T L E TH I S P R I N T D I S C L O S E S S U B J E C T M A T T E R I N W H I C H N Y L O P L A S T H A S P R O P R I E T A R Y R I G H T S . T H E R E C E I P T O R PO S S E S S I O N O F T H I S P R I N T D O E S N O T C O N F E R , T R A N S F E R , O R L I C E N S E T H E U S E O F T H E D E S I G N O R T E C H N I C A L IN F O R M A T I O N S H O W N H E R E I N R E P R O D U C T I O N O F T H I S P R I N T O R A N Y I N F O R M A T I O N C O N T A I N E D H E R E I N , O R MA N U F A C T U R E O F A N Y A R T I C L E H E R E F R O M , F O R T H E D I S C L O S U R E T O O T H E R S I S F O R B I D D E N , E X C E P T B Y S P E C I F I C WR I T T E N P E R M I S S I O N F R O M N Y L O P L A S T . 1 - G R A T E S / S O L I D C O V E R S H A L L B E D U C T I L E I R O N P E R A S T M A 5 3 6 G R A D E 7 0 - 5 0 - 0 5 , 2 - F R A M E S S H A L L B E D U C T I L E I R O N P E R A S T M A 5 3 6 G R A D E 7 0 - 5 0 - 0 5 3 - D R A I N B A S I N T O B E C U S T O M M A N U F A C T U R E D A C C O R D I N G T O P L A N D E T A I L S . R I S E R S A R E N E E D E D F O R B A S I N S O V E R 8 4 " D U E T O S H I P P I N G R E S T R I C T I O N S . S E E D R A W I N G N O . 7 0 0 1 - 1 1 0 - 0 6 5 4 - D R A I N A G E C O N N E C T I O N S T U B J O I N T T I G H T N E S S S H A L L C O N F O R M T O A S T M D 3 2 1 2 F O R C O R R U G A T E D H D P E ( A D S & H A N C O R D U A L W A L L ) & S D R 3 5 P V C 5 - A D A P T E R S C A N B E M O U N T E D O N A N Y A N G L E 0 ° T O 3 6 0 ° . T O D E T E R M I N E M I N I M U M A N G L E B E T W E E N A D A P T E R S S E E D R A W I N G N O . 7 0 0 1 - 1 1 0 - 0 1 3 . TH E B A C K F I L L M A T E R I A L S H A L L B E C R U S H E D S T O N E O R O T H E R GR A N U L A R M A T E R I A L M E E T I N G T H E R E Q U I R E M E N T S O F C L A S S I I MA T E R I A L A S D E F I N E D I N A S T M D 2 3 2 1 . B E D D I N G & B A C K F I L L F O R SU R F A C E D R A I N A G E I N L E T S S H A L L B E P L A C E D & C O M P A C T E D UN I F O R M L Y I N A C C O R D A N C E W I T H A S T M D 2 3 2 1 . TR A F F I C L O A D S : C O N C R E T E S L A B D I M E N S I O N S A R E F O R G U I D E L I N E PU R P O S E S O N L Y . A C T U A L C O N C R E T E S L A B M U S T B E D E S I G N E D TA K I N G I N T O C O N S I D E R A T I O N L O C A L S O I L C O N D I T I O N S , T R A F F I C LO A D I N G , & O T H E R A P P L I C A B L E D E S I G N F A C T O R S . 18 " M I N W I D T H G U I D E L I N E 8" M I N T H I C K N E S S G U I D E L I N E CA T C H B A S I N D E T A I L SC A L E : N O T T O S C A L E CONCRETE RETAINING WALLSCALE: NTS RE V . T O 4 4 R O O M S - U P D A T E U T I L I T I E S 04 / 1 1 / 2 0 1 7 Dr a w i n g N u m b e r : Sh e e t of PW G C P r o j e c t N u m b e r : Tit l e o f D r a w i n g : Cl i e n t : Re g u l a t o r y R e f e r e n c e N u m b e r : Co u n t y T a x M a p N u m b e r : Nu m b e r Re v i s i o n D e s c r i p t i o n Re v i s i o n D a t e 1 2 3 4 5 6 7 Pr o j e c t : Pr o j e c t A d d r e s s : Un a u t h o r i z e d a l t e r a t i o n o r a d d i t i o n to t h i s d r a w i n g a n d r e l a t e d d o c u m e n t s is a v i o l a t i o n o f S e c t i o n 7 2 0 9 of t h e N e w Y o r k S t a t e E d u c a t i o n L a w CO N S U L T A N T S Ap p r o v e d B y Dr a w n B y De s i g n e d B y Sc a l e Da t e C r e a t e d Da t e S u b m i t t e d 63 0 J o h n s o n A v e n u e . ● Su i t e 7 Bo h e m i a ● NY ● 11 7 1 6 - 2 6 1 8 Ph o n e : ( 6 3 1 ) 5 8 9 - 6 3 5 3 ● Fa x : ( 6 3 1 ) 5 8 9 - 8 7 0 5 E- m a i l : I N F O @ P W G R O S S E R . C O M PW G C St r a t e g i c E n v i r o n m e n t a l a n d E n g i n e e r i n g S o l u t i o n s P. W . G R O S S E R C O N S U L T I N G E N G I N E E R AN D H Y D R O G E O L O G I S T , P . C . PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 02-12-19\Enclaves 02-13-19 Site Plan.DWG (C701~) PLOT DATE/TIME: Feb 14, 2019-2:04pm By: CUNHA Co n t r a c t N u m b e r : TH E E N C L A V E S 56 6 5 5 R O U T E 2 5 SO U T H O L D , N Y SI T E P L A N 56 6 5 5 R O U T E 2 5 SO U T H O L D SU F F O L K C O U N T Y , N E W Y O R K 10 0 0 - 6 3 - 3 - 1 5 - - 14 AV G 1 6 0 1 CL42"27" DIA3" TYP.7"7"6"15°9" DIA.BLUE PAINT ST O P 1/ 2 " P R E M O L D E D B I T U M I N O U S JO I N T F I L L E R RE P A I R O R R E P L A C E S U R F A C E IN K I N D PA V E M E N T 30 "RURAL MIN. 5'-0" 10 " 3/ 4 " 3" G A L V A N I Z E D ( W E A T H E R PR O O F ) S T E E L M O U N T I N G CH A N N E L ( T Y P . ) C O A T I N G T O CO M P L Y W I T H N . Y . S . D . O . T . RE Q U I R E M E N T S ( S E E N O T E 1 ) N. Y . S . D . O . T . SI G N N o . R 1 - 1 C 18 " M I N . F R O M E D G E O F PA V E M R N T T O S I G N DI R E C T E M B E D M E N T A S P E R N. Y . S . D . O . T . R E Q U I R E M E N T S 7'- 0 " M I N . PO S T P U N C H E D F U L L L E N G T H WI T H 3 / 8 " D I A . H O L E S 1 " O . C . FI N I S H E D FL O O R CA P P E D W I T H C O N C R E T E 6" D I A . H E A V Y D U T Y P I P E F I L L E D WIT H C O N C R E T E & P A I N T E D YE L L O W 3'- 0 " 3'= 0 " 3" 6" 6" 6" SIDEWALKSIDEWALKRAMP VARIES4"PAVEMENTWIDTH OFRAMP4' MIN.VARIES4' MAX.VARIES4' MAX.SECTION A-ASIDEWALK121112ASECTION B-BBBARAMPPLAN VIEW 12" EXP. JT.14" LIP12" EXP. JT.12" EXP. JT.112AFGAEJCJAEJ8.33%A EJCJAEJ12:1 MAX. SLOPE8.33%A8.33%EJ12:1 MAX. SLOPE12:1 MAX. SLOPE6' MIN. TRANSITIONCURB TYPICAL BOTH SIDES 6' MIN.FLUSH INTEGRAL C U R B W / 12" LIP TRANSITION CURB ( T Y P B O T H SIDES)1/2" WIDE FULL DEP T H CONTINUOUS EXPA N S I O N JOINT BETWEEN CU R B & CONCRETE PAVEM E N T ( T Y P A T ALL EDGES OF RAM P ) TRANSITION FLARE - W A L K W A Y PAVEMENT OR LAW N A R E A , S E E PLAN FOR SPECIFIC C O N D I T I O N . CONCRETE WALKW A Y PAVEMENT (SEE PL A N F O R JOINT SPACING)CAST-IN-PLACE CON C R E T E W / BROOM FINISH4'6"5"1 1/2"CONCRETE WALKWAY P A V E M E N T 38" WIDE FULL DEPTH C O N T I N U O U S EXPANSION JOINT BETW E E N C U R B & CONCRETE PAVEMEN T ( T Y P A T ALL EDGES OF RAMP)CONCRETE PAVEMENT6X6-W3XW3 WWFCOMPACTED AGGREGA T E B A S E COURSECOMPACTED SUBGRADESECTION 'AA'PLAN 0" (N.T.S.)RESERVEDPARKINGCONCRETE FOUNDATION4,000 PSI @ 28 DAYS 2" SQ. POST2 1/2" SQ. SLEEVE 2 1/2" SQ. SLEEVE TYPICAL TRAFFICCONTROL SIGN7'-0" MIN.6"36"42 " 6"1'-0"SQ.4" BELOW FINISHEDGRADE 6" (C O N T I N U O U S ) #5 B A R FI N I S H E D GR A D E PR O P O S E D PA V E M E N T R= 1 - 1 / 2 " 2" 3" 18 " 8" 6" 6" 1" (C O N T I N U O U S ) #5 B A R FI N I S H E D GR A D E PR O P O S E D PA V E M E N T R= 1 " 2" 3" 5" 18 " 8" 3" 1" 10 ' 8' 10 ' 4" W I D E B L U E S T R I P E 20 ' (T Y P ) NE W B L U E H A N D I C A P SY M B O L 2' 24 " ( T Y P ) CU R B WH I T E P A I N T E D M A R K I N G CU R B VA R I E S SE E P L A N VA R I E S SE E P L A N NO T E : ST R I P I N G W I D T H T O MA T C H W I D T H O F CO N C R E T E W A L K 24 " ( T Y P ) 24 " ( T Y P ) EQ . DOME TOPTERMINAL POST 2.875"O.D PIPETENSION BAND 12" O.C.BRACE BAND TENSION BARTRUSS ROD TIGHTENER WITHBRACE BAND 10'-0" MAX.RAIL TIE 18" O.C.TOP RAIL THROUGHOUT1.66" O.D. PIPELINE POST LOOP TOPTENSION WIRE7 GA. TIE TO POST 3/8" (9.5 MM) DIA.TRUSS RODBOTTOM SELVAGE 1.66" O.D. BRACE RAIL LINE POST TIE 12" O.C. 8GAGE ALUM. (TYP.)10'-0" MAX. TYP.3'-0" MIN.8'-0"12" TYP.POURED CONC.FOOTING (TYP.)BLACK VINYL PRIVACY SLATSLINE POST 2.875" O.D. PIPE2" CLEARANCE CHAIN LINK FAB R I C 2: X6" GA. TYPE 1 ALUM. COATEDDOUBLE GATESSECURED BY CHAINAND PAD LOCK 3'- 0 " M I N . 12" TYP.BLACK VINYLPRIVACY SLATS 8' - 0 " TOP, DIAGONAL, ANDBOTTOM RAIL 1.66" O.D. PIPECHAIN LINK FABRIC2: X6" GA. TYPE 1 ALUM. COATED 1.66" O.D.BRACE RAIL 4" 1" 1/4 " DE T A I L A CO N T R A C T I O N J O I N T 1/ 2 " 1/ 4 " R A D I U S 5" 3-3/4" DE T A I L B EX P A N S I O N J O I N T JO I N T S E A L E R A (MIN.) SLOPE 1/4" PER FT. 6" EV E R Y 2 0 ' VARIES 4'- 0 " SI D E W A L K FA C E O F C U R B EX P A N S I O N J O I N T A EV E R Y 4 ' CO N T R A C T I O N J O I N T 6" x 6 " W 2 . 9 x W 2 . 9 W . W . F . SE C T I O N A - A DE T A I L " B " 5" P O U R E D C O N C R E T E DE T A I L " A " CO M P A C T E D SU B G R A D E PL A N 1/2 " P R E M O U L D E D EX P A N S I O N M A T E R I A L SA W C U T E D G E O F E X I S T I N G S I D E W A L K T O SU B - B A S E F I L L W I T H 1 / 2 " P R E F O R M E D BI T U M I N O U S M A T E R I A L HANDICAP SYMBOLSCALE: NTS TYPICAL TRAFFIC CONTROL SIGN DETAI L SCALE: NTS ST O P S I G N D E T A I L SC A L E : N T S BO L L A R D D E T A I L SC A L E : N T S PA R K I N G S T R I P I N G D E T A I L SC A L E : N T S CR O S S W A L K D E T A I L SC A L E : N T S SIDEWALK RAMP DETAILSCALE: NTS SIDEWALK RAMP DETAILSCALE: NTS SI D E W A L K R A M P D E T A I L SC A L E : N T S SI D E W A L K D E T A I L SC A L E : N T S CU R B D E T A I L SC A L E : N T S MO U N T A B L E C U R B D E T A I L SC A L E : N T S CHAIN LINK FENCE DETAILSCALE: NTS CHAIN LINK GATE DETAILSCALE: NTS PA V E M E N T P A T C H D E T A I L SC A L E : N T S TY P I C A L A S P H A L T P A V I N G D E T A I L SC A L E : N T S CO M P A C T E D S U B G R A D E EX I S T I N G P A V E M E N T A N D S U B - B A S E TO R E M A I N 6" 4" A S P H A L T C O N C R E T E B I N D E R C O U R S E TY P E 1 B - I T E M 5 1 F X ( 2 L I F T S ) VA R I E S MA T C H E X I S T I N G 1- 1 / 2 " T O P C O U R S E 2- 1 / 2 " B I N D E R C O U R S E 6" C O M P A C T E D R C A CO M P A C T E D S U B - G R A D E 6" S T A B I L I Z E D S O I L A G G R E G A T E S U B B A S E CO U R S E ( R C A ) - I T E M 4 S 2" A S P H A L T C O N C R E T E T O P C O U R S E TY P E 1 A - I T E M 7 0 B PR O V I D E J O I N T S E A L A N T RA M P R U N DE T E C T A B L E W A R N I N G ST R I P ( 1 F T . x 1 F T T I L E S ) (T Y P ) LA N D I N G 1:1 2 MA X PL A N NO T E S : 1. T H E M I N I M U M W I D T H O F A S I D E C U R B R A M P S H A L L B E F I V E F E E T 2. T H E R E S H A L L B E A L A N D I N G A T T H E T O P O F E A C H C U R B R A M P A N D S H A L L H A V E M I N I M U M C L E A R D I M E N S I O N S OF A 4 8 " B Y 4 8 " S Q U A R E . 3. T H E M A X I M U M R U N N I N G G R A D E O F A N Y P O R T I O N O F A N Y C U R B R A M P S H A L L B E 1 : 1 2 ( 8 . 3 % ) . 4. T H E L E N G T H O F T H E F L A R E D S I D E S S H A L L B E A T L E A S T T E N ( 1 0 ) T I M E S T H E C U R B H E I G H T , M E A S U R E D AL O N G T H E C U R B L I N E . 5. T H E S U R F A C E O F A L L C U R B R A M P S S H A L L B E S T A B L E , F I R M A N D S L I P R E S I S T A N T . P R O V I D E A C O A R S E BR O O M F I N I S H R U N N I N G P E R P E N D I C U L A R T O T H E S L O P E O F C O N C R E T E R A M P S U R F A C E S , E X C L U S I V E O F DE T E C T A B L E W A R N I N G F I E L D S . 6. R A M P T R A N S I T I O N B E T W E E N W A L K S , G U T T E R S , O R S T R E E T S H A L L B E F L U S H A N D F R E E O F A B R U P T VE R T I C A L C H A N G E S ( 14" M A X . ) 1:1 2 MA X 5' - 0 " M I N . RA M P R U N 5' - 0 " M I N . LA N D I N G CO N C R E T E FO O T I N G 4, 0 0 0 P S I @ 2 8 D A Y S CO N C R E T E T O B E 4 , 0 0 0 P S I @ 2 8 D A Y S CO N C R E T E T O B E 4 , 0 0 0 P S I @ 2 8 D A Y S CO N C R E T E T O B E 4 , 0 0 0 P S I @ 2 8 D A Y S CO N C R E T E T O B E 4 , 0 0 0 P S I @ 2 8 D A Y S CONCRETE TO BE 4,000 PSI @ 28 DAYSCONCRETE TO BE 4,000 PSI @ 28 DAYSDETECTABLE WARN I N G S T R I P 2'2'DETECTABLE WARNING STRIP TC 01 / 2 0 / 1 7 TC 08 / 2 3 / 1 6 BG AS S H O W N DE T A I L S C- 7 0 1 14 RE V . T O 4 4 R O O M S - U P D A T E U T I L I T I E S 04 / 1 1 / 2 0 1 7 1" 5/ 8 " 6" "S O D " P L A N T I N G L E V E L IN S I D E C E L L S SA N D O R S A N D Y L O A M LE V E L W H I C H R E C E I V E S TH E P A V E R G R I D W O R K HD P E G R A S S P A V E R AC T U A L F I N I S H E D G R A D E SO I L F I L L L E V E L I N S I D E P A V E R GR I D W O R K A F T E R H E A V Y W A T E R D O W N . TH I S I S T H E A C T U A L " S O D " P L A N T I N G LE V E L . HE A V Y V E H I C L E S U B - B A S E . 3/ 4 " C R U S H E D R O C K O R CL A S S 2 R O A D B A S E GR A S S P A V E R D E T A I L OV E R F L O W P A R K I N G A R E A S SC A L E : N T S APPENDIX B P.W. Grosser Consulting, Inc • P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 • Bohemia, NY 11716 • Branch Location - Seattle, WA PH 631.589.6353 • FX 631.589.8705 • www.pwgrosser.com DAILY AIR MONITORING RECORD FORM Date: ________________________________________ Site Safety Officer Printed Name: ____________________________________ Signature:________________________________________ Time: _______________________________________ Air Monitor: ______________________________________ Tasks of day / Location: _______________________________________________________________________________ ___________________________________________________________________________________________________ Remarks: __________________________________________________________________________________________ ___________________________________________________________________________________________________ Weather Condition – Wind Direction: ____________________________ Sky Cover: _________________________ Station Number PID DUST LEL H2S Perimeter Monitoring Points Dust suppressant necessary: Yes or No Calibration ( date & background level): ______________________________ Instruments used including model & serial number PID Model # Serial # Dust Meter Model # Serial # Monitoring Results & Comments: _______________________________________________________________ __________________________________________________________________________________________ __________________________________________________________________________________________