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Former Spic and Span Cleaners and Dyers, Inc.
Draft Upland Site Summary
Draft Upland Site Summary May 2012 Newtown Creek RI/FS 1 120782-01.01
FORMER SPIC AND SPAN CLEANERS AND DYERS, INC. (DAR SITE ID #115) Address: 315 Kingsland Avenue, Brooklyn, New York 11222 Tax Lot Parcel(s): Brooklyn Block 2657, Lot 15 Latitude: 40.727145 Longitude: -73.9422 Regulatory Programs/ Numbers/Codes: NYSDEC No. 224129, NYSDEC Spill No. 0802228 Analytical Data Status: Electronic Data Available Hardcopies only
No Data Available
1 SUMMARY OF CONSTITUENTS OF POTENTIAL CONCERN (COPCs) TRANSPORT PATHWAYS TO THE CREEK
The current understanding of the transport mechanism of contaminants from the uplands portions of the Former Spic and Span Cleaners and Dyers, Inc. site (site) to Newtown Creek is summarized in this section and Table 1. Overland Transport The site is located approximately 0.37 miles from Newtown Creek and associated waterways with several buildings and roads located between the site and the waterways. This pathway is not complete. Bank Erosion This pathway is not complete because the site is not adjacent to the waterway. Groundwater A site-specific groundwater investigation has not been conducted. However, as part of the Meeker Avenue Plume Trackdown study conducted by URS Corporation (URS) on behalf of the New York State Department of Environmental Conservation (NYSDEC), the site has been identified as a source of groundwater contamination. It was concluded in the Phase III Site Characterization Report that the site is the primary source of PCE and TCE in this area (URS Corporation 2008b). Monitoring wells and groundwater samples indicate
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tetrachloroethene (PCE) and trichloroethene (TCE) contamination at the site (URS Corporation 2007, 2008a, 2008b, 2009b; EDR 2010). Nonaqueous phase liquid (NAPL) has also been gauged in wells in the immediate vicinity of the site. A groundwater plume extends out to the east-northeast of the site, moving with groundwater flow in a northeasterly direction towards Newtown Creek. This is a complete historical pathway and a potentially complete current pathway. Overwater Activities The site is not adjacent to Newtown Creek and associated waterways and has no overwater activities. This pathway is not complete. Stormwater/Wastewater Systems The site contains no available information on stormwater or wastewater infrastructure. The site is within the Newtown Creek Water Pollution Control Plant (WPCP) sewershed. According to City records, stormwater and wastewater discharges from the site flow into a combined municipal sewer system. When the combined flows exceed the system’s capacity, untreated combined sewer overflows (CSOs) are discharged to the East River, which is outside of the Newtown Creek study area. The CSO outfall/wastewater pathway is not a complete pathway. Air Releases Information related to air discharges was not located for this site. However, as part of the Meeker Avenue Plume Trackdown study conducted by URS on behalf of the NYSDEC, the site has been identified as a source of PCE and TCE contamination. Ambient air samples measured in utility conduits at the site’s surface and outdoor ambient air samples collected by opening a summa canister during the URS Meeker Avenue Plume Trackdown Study indicate air releases as a possible complete pathway.
2 PROJECT STATUS Based on the presence of PCE contamination in soil and groundwater, the site is listed on the New York State Registry of Inactive Hazardous Waste Disposal Sites as a “Class 2” site (i.e., the disposal of hazardous waste has been confirmed and the presence of such hazardous waste or its components or breakdown products represent a significant threat to the
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environment or to health) (NYSDEC 2011). A summary of investigation and remedial activities at the site is provided in the following table:
Activity Date(s)/Comments
Phase 1 Environmental Site Assessment
Site Characterization Investigations as part of the Meeker Avenue Plume Trackdown study conducted in 2007,
2008, and 2009. Remedial Investigation
Remedy Selection
Remedial Design/Remedial Action Implementation
Use Restrictions (Environmental Easements or Institutional Controls)
Construction Completion
Site Closeout/No Further Action Determination
3 SITE OWNERSHIP HISTORY Respondent Member: Yes No
Owner Years Occupant Types of Operations
Vacant circa 1908 Vacant Vacant
Spic and Span Cleaners and Dyers, Inc.
circa 1915 – 1960s
Eastern District Dye Works
Silk dyeing and finishing
Norman Cleaners and Dyers, Inc.
Industrial dry cleaning and dyeing
Spic and Span Cleaners and Dyers,
Inc.
Industrial dry cleaning and dyeing
Unknown circa 1980 – circa
1989 Unknown Storage space (?)
Delta Property Associates Unknown –
current Delta Property
Associates The site is currently utilized
for a variety of purposes including residential,
warehousing, and woodworking
Frank Chan Unknown –
current Double Star Real
Estate, Inc.
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4 PROPERTY DESCRIPTION The site occupies approximately 0.2 acres1 within the Newtown Creek WPCP sewershed. The site is zoned for manufacturing with residential zoning neighboring to the south and west, and is completely covered by multiple buildings of varying construction and height (NYSDEC 2011). Impervious surface largely dominates the site and surrounding area; however, non-impervious surfaces are also present. An extensive network of roads and buildings surrounds the site. A large residential area is located immediately adjacent to the site, and extends south along both Kingsland Avenue and Monitor Street. Remedial site Exxon Mobil Greenpoint Remediation Project (DAR Site ID #53) is located one block north of the site as shown in Figure 1.
5 CURRENT SITE USE The site is currently occupied and is utilized for a variety of purposes including residential, warehousing and woodworking (including a woodworking shop; EDR 2010; NYSDEC 2011).
6 SITE USE HISTORY In 1908, the site was divided into four small lots and appeared to be vacant (Sanborn 1904). By 1915, Eastern District Dye Works occupied the site operating a silk dyeing and finishing operation (Sanborn 1915a). Historical records indicate Eastern District Dye Works was also known as Former Spic and Span Cleaners and Dyers, Inc. (URS Corporation 2008b; EDR 2010; NYSDEC 2011). Available documents indicate that Former Spic and Span Cleaners and Dyers, Inc. occupied the site from the early 1900s until the mid 1960s (EDR 2010; NYSDEC 2011). During that time, Former Spic and Span Cleaners and Dyers, Inc. conducted multiple operations under multiple names including industrial dry cleaning and dyeing under Former Spic and Span Cleaners and Dyers, Inc. and Norman Cleaners and Dyers Inc., and silk dyeing and finishing under Eastern District Dye Works (Sanborn 1915a, 1915b; URS Corporation 2008b).
1 Acreage is an approximation of the site tax parcel using geographic information system data.
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7 CURRENT AND HISTORICAL AREAS OF CONCERN AND COPCS
The current understanding of the historical and current potential upland and overwater areas of concern at the site is summarized in Table 1. The following sections provide brief discussion of the potential sources and COPCs at the site requiring additional discussion.
7.1 Uplands Potential historical and current contaminant sources at the site include equipment and products used in industrial dry-cleaning and silk dyeing practices and operations. The primary COPCs for these sources at this site include PCE, TCE and associated degradation products from dry cleaning operations, and other non-chlorinated VOCs from the use of dyes.
7.2 Overwater Activities This site is not adjacent to Newtown Creek or associated waterways and has no associated overwater activities.
7.3 Spills Documented spills at the site are summarized in the following table:
NYSDEC Spill No. Spill Date Close Date
Material/Quantity Spilled Remarks
0802228 05/27/08 05/28/08 Unknown
Liquid found in soil during installing monitoring wells as part of plume trackdown
investigation; spill case was closed and referred to remediation site
8 PHYSICAL SITE SETTING 8.1 Geology Surface topography in the area ranges from 6 feet above mean sea level at Newtown Creek to 56 feet above mean sea level just southeast of the site, which is approximately 19 feet above mean sea level (URS Corporation 2007). Subsurface data collected in the vicinity of the site indicate that the site is underlain from the surface downward by a fill unit, a sand unit of varying textures, a discontinuous till unit and a discontinuous clay/silt unit. The fill unit
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ranges from 0 to 9 feet thick and consists of a heterogeneous mixture of sand, silt, clay, and varying amounts of construction and demolition debris. The sand unit varies greatly in texture and its entire thickness has not been penetrated. The discontinuous till units is a heterogeneous mixture of sand, silt, and clay with varying amounts of gravel, cobbles, and boulders. The discontinuous clay unit is an inclusive layer within the sand unit and ranges from 0.5 to 10 feet in thickness (URS Corporation 2007).
8.2 Hydrogeology The primary hydrologic unit in the area is an unconfined surficial aquifer in the sand unit (URS Corporation 2007, 2009b). The water table at the site is approximately 10 feet below ground surface (bgs) at approximately 6 feet above mean sea level. Depth-to-water measurements in both shallow and deep wells indicate that groundwater flow is to the northeast towards the groundwater collection system operating on the ExxonMobile property. Horizontal gradients in the immediate area of the site are generally very shallow, ranging from 0.0 feet/foot to 0.023 feet/foot with the steepest gradient seen at the eastern edge of the site (URS Corporation 2007, 2009b).
9 NATURE AND EXTENT (CURRENT UNDERSTANDING OF ENVIRONMENTAL CONDITIONS)
9.1 Soil Soil Investigations Yes No Bank Samples Yes No Not Applicable Soil-Vapor Investigations Yes No
9.1.1 Soil Investigations There is no record of specific soil investigations conducted at the site. However, soil investigations have been conducted in the immediate area by URS on behalf of the NYSDEC as part of the Meeker Avenue Plume Trackdown study from 2007 to 2009 (URS Corporation 2009b). As part of the larger plume study, five phases (Phases I through V) of site characterization, including soil, soil-gas, and groundwater, have been conducted. The area covered by this investigation is bounded by Kingsland Avenue to the west, Norman Avenue and Bridgewater Avenue to the north, Newtown Creek to the northeast, Lombardy Street to
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the south-southeast and Withers Street at Morgan Avenue to the southwest (see Attachment 1). The study focused on three primary source areas of contamination: Area 1 to the southwest bounded by Meeker Avenue to the north, Porter Avenue to the east, Withers Street to the south and Morgan Avenue to the west; Area 2 to the southeast bounded by Meeker Avenue to the north, Newtown Creek to the east, Lombardy Street to the south and Porter Avenue to west; and Area 3 to the northwest bounded by Norman Street to the north, Apollo Street to the east, Meeker Avenue to the south and Monitor Street and Kingsland Avenue to the west (URS Corporation 2008b). The site is located within Area 3 of the larger plume study area (see Attachment 2) where approximately 14 shallow and 4 deep groundwater wells were installed throughout the course of the URS investigations from 2007 to 2009 (URS Corporation 2007, 2008a). Soil borings were advanced using 4 one-quarter-inch inside diameter (ID) hollow stem augers (HSAs) and split spoon samples were collected continuously using standard penetration techniques (ASTM D1586-84) unless an obstruction was encountered. Samples were field screened with a photoionization detector (PID). Up to two samples from each boring were kept for laboratory analysis, one from the interval just above the water table and one from the interval exhibiting odors, staining, and/or the highest PID readings. A total of 25 soil samples were submitted for analysis from Area 3, six of which were from borings on or adjacent to the site. Samples were analyzed for target compound list (TCL) volatile organic compounds (VOCs) plus tentatively identified compounds (TICs) following U.S. Environmental Protection Agency (USEPA) SW846 Method 8260B (URS Corporation 2007, 2008a, 2008b). Soil samples from 4 borings collected during the URS investigation from Area 3 (which includes the site) had exceedances of Technical and Administrative Guidance Memorandum (TAGM) 4046 criteria. One of these borings was located at the site (see Attachment 3) and had a PCE concentration of 1,000 milligrams per kilogram (mg/kg) and a total VOC concentration of 1,002 mg/kg (URS Corporation 2007, 2008a, 2008b).
9.1.2 Soil-Gas Samples There is no record of specific soil-gas investigations conducted at the site. However, soil-gas investigations have been conducted in the immediate area by URS on behalf of the NYSDEC
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as part of the Meeker Avenue Plume Trackdown study from 2007 to 2009, as discussed in Section 9.1.1. A total of 47 soil-gas samples were collected from 29 soil-gas conduits (23 newly installed NYSDEC conduits and 6 existing ExxonMobile conduits) in Area 3 of the Meeker Avenue Plume Trackdown study area (URS Corporation 2007, 2008a, 2008b). Three of these conduits are located at or adjacent to the site. These conduits are SG-024 (north property line), SG-025 (west property line), and SG-027 (east, across the street from the site). Results for soil-gas samples collected from these conduits show that PCE and TCE were detected in each of the samples collected. Other constituents detected in at least one sample include but are not limited to 1,1,1-Trichloroethane and 1,2-Dichloroethene (cis and trans) (URS Corporation 2007, 2008a, 2008b). Select soil-gas sampling results are summarized in the following table:
Analyte Units
Minimum Soil Gas
Concentration
Maximum Soil Gas
Concentration Location of Max value
1,1,1-Trichloroethane µg/m3 ND 16 SG-027
1,2-Dichloroethene (cis) µg/m3 ND 61 SG-027
1,2-Dichloroethene (trans) µg/m3 ND 5 SG-027
Tetrachloroethene (PCE) µg/m3 1.9 230 SG-027
Trichloroethene (TCE) µg/m3 0.86 240 SG-027
Notes: µg/m3 – micrograms per cubic meter ND – not detected, detection limits not provided in source documents The contamination seen in these conduits located at or adjacent to the site is part of a larger contaminant plume in this area (URS Corporation 2007, 2008a, 2008b). PCE and TCE isometric contour maps developed by URS showing the extent of soil-gas contamination as characterized by the Meeker Avenue Plume Trackdown study are provided in Attachments 9 and 10.
9.1.3 Soil Summary No specific soil investigations have been conducted at the site. However, as part of the Meeker Avenue Plume Trackdown study conducted by URS on behalf of the NYSDEC, soil samples have been collected on and near the site. Soil analytical results show 1 exceedance of TAGM 4046 criteria for soil at the site and 3 others within Area 3. Soil-gas contamination
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has also been identified in the subsurface at and in the vicinity of the site in the URS Meeker Avenue Plume Trackdown Study.
9.2 Groundwater Groundwater Investigations Yes No NAPL Presence (Historical and Current) Yes No Dissolved COPC Plumes Yes No Visual Seep Sample Data Yes No Not Applicable
9.2.1 Groundwater Investigations There is no record of specific groundwater investigations conducted at the site. However, groundwater beneath the site and surrounding area has been investigated by URS on behalf of the NYSDEC as part of the Meeker Avenue Plume Trackdown study from 2007 to 2009, as discussed in Section 9.1.1. A total of 18 groundwater wells are located within Area 3 of the larger plume study area, in which 7 are located on or adjacent to the site (see Attachment 4). A total of 13 groundwater samples have been collected from the 7 wells on or adjacent to the site (URS Corporation 2007, 2008a, 2008b, 2009b). PCE and TCE exceeded the Technical and Operational Guidance Series (TOGS) No. 1.1.1 Class GA groundwater criteria in 2 of 7 wells sampled at or adjacent to the site. Other constituents with exceedances in at least one sample include but are not limited to 1,2-Dichloroethene (cis), benzene, isopropylbenzene (cumene), and vinyl chloride (URS Corporation 2007, 2008a, 2008b, 2009b). Select groundwater sampling results for these wells are summarized in the following table:
Analyte Units
Minimum Groundwater Concentration
Maximum Groundwater Concentration
Location of Maximum
Value
1,2-Dichloroethene (cis) µg/L ND 3,800 DEC-036
Benzene µg/L ND 24 DEC-023
Isopropylbenzene (Cumene) µg/L ND 120 DEC-024
Tetrachloroethene (PCE) µg/L ND 39,000 DEC-024
Trichloroethene (TCE) µg/L ND 2,400 DEC-036
Vinyl Chloride µg/L ND 180 DEC-057
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Notes: µg/L – micrograms per liter ND – not detected, detection limits not provided in source documents
9.2.2 NAPL (Historical and Current) Presence NAPL presence was found in groundwater monitoring wells located in the immediate area around the site during the URS Meeker Avenue Plume Trackdown study investigations (URS Corporation 2008b). Dense nonaqueous phase liquid (DNAPL) was encountered during Phase III of the URS investigation while developing monitoring well DEC-024, which is located at the site. DNAPL samples were then collected during Phase III sampling and again during Phase V sampling. Phase V gauging of the DNAPL in DEC-024 indicated approximately 1.5 feet of DNAPL existed at the bottom of the well (URS Corporation 2008b). Light nonaqueous phase liquid (LNAPL) was encountered during Phase V in DEC-034 and DEC-054, with a thickness of 1.34 and 1.09 feet, respectively (URS Corporation 2008b). DEC-034 is located one block east of the site and DEC-54 is located one block north of the site.
9.2.3 Dissolved Contaminant Plume Throughout the URS Meeker Avenue Plume Trackdown study, a total of 48 groundwater samples collected from 22 shallow (16 newly installed NYSDEC wells and 8 existing ExxonMobile wells) and 4 deep (newly installed NYSDEC wells) monitoring wells located in Area 3 of the larger plume study area were analyzed for TCL VOCs plus TICs following USEPA SW846 Method 8260B (URS Corporation 2007, 2008a, 2008b, 2009b). Chlorinated VOCs, primarily PCE and TCE, were detected above their respective TOGS No. 1.1.1 Class GA groundwater criteria in most samples. Other constituents with exceedances in at least one sample include 1-2-dichloroethene (cis and trans), acetone, benzene, ethylbenzene, isopropylbenzene, toluene, xylene, and vinyl chloride (URS Corporation 2007, 2008a, 2008b, 2009b). PCE and TCE plumes have been identified under and beyond the site (URS Corporation 2007, 2008a, 2008b, 2009b). These plumes have been investigated as part of the Meeker Avenue Plume Trackdown study. Select groundwater sampling results are summarized in the following table:
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Analyte Units
Minimum Groundwater Concentration
Maximum Groundwater Concentration
1,2-Dichloroethene (cis) µg/L 1.10 3,800
1,2-Dichloroethene (trans) µg/L 2.10 6.00
Acetone µg/L 15.00 68.00
Benzene µg/L 1.10 940.0
Ethylbenzene µg/L 8.00 140.0
Isopropylbenzene (Cumene) µg/L 4.00 120.0
Tetrachloroethene (PCE) µg/L 1.10 3.90E+4
Toluene µg/L 1.60 22.00
Trichloroethene (TCE) µg/L 1.10 2,500
Xylene (Total) µg/L 1.30 186.0
Vinyl chloride µg/L 1.40 180.0
Note: µg/L – micrograms per liter Attachments 5, 6, 7 and 8 present isometric contour maps for both PCE and TCE in shallow and deep groundwater (URS Corporation 2009b). As shown in the attachments, the PCE and TCE plumes are almost identical in size and location, suggesting the same source; however, drastic differences are seen between the shallow and deep groundwater. For both PCE and TCE, the plume in the shallow groundwater is centered around the property immediately to the east of the site and is less than 500 feet in diameter. However, the highest PCE and TCE concentrations in the deeper groundwater are seen at the site, dropping off quickly to the west. The northern, eastern and southern extents of the plume in the deep groundwater have not been delineated. A complete determination of plume fate cannot be determined based on the results from the URS investigations. Comprehensive sampling was only conducted during Phases I and II of URS’s investigation and as a result, a temporal trend for the plume in the vicinity of the site cannot be determined (URS Corporation 2007, 2008a, 2008b, 2009b).
9.2.4 Groundwater Summary PCE and TCE have been detected in groundwater samples collected on and around the site at shallow (water table) and deep groundwater depths. The highest concentrations in the
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shallow groundwater are seen just to the east of the site, whereas the highest concentration in the deep groundwater is seen in wells on site. The complete horizontal extent of the plume in the deep groundwater has yet to be determined. DNAPL and LNAPL have also been measured in wells in the immediate vicinity of the site. It was concluded in the Phase III Site Characterization Report (URS Corporation 2008b) that the site is the primary source of PCE and TCE in this area. Groundwater flow at the site is in a northeasterly direction suggesting the transport of contaminants in said direction. Analytical data also suggests the occurrence of natural degradation due to a decrease in PCE and TCE and increase in daughter products over time in many wells (URS Corporation 2007, 2008a, 2008b, 2009b).
9.3 Surface Water Surface Water Investigation Yes No SPDES Permit (Current or Past) Yes No Industrial Wastewater Discharge Permit Yes No Stormwater Data Yes No Catch Basin Solids Data Yes No Wastewater Data Yes No
9.3.1 Stormwater and Wastewater Systems The site is within the Newtown Creek WPCP sewershed. According to City records, stormwater and wastewater discharges from the site flow into a combined municipal sewer system. When the combined flows exceed the system’s capacity, untreated CSOs are discharged to the East River, which is outside of the Newtown Creek study area.
9.4 Sediment Creek Sediment Data Yes No Not Applicable Information related to sediment investigation was not found in reviewed documents.
9.5 Air Air Permit Yes No Air Data Yes No
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9.5.1 Ambient Air Monitoring
There is no record of specific air quality investigations conducted at the site. However, outdoor (ambient) air samples were collected from points upwind of sample locations in the surrounding area by URS on behalf of the NYSDEC as part of the Meeker Avenue Plume Trackdown study from 2007 to 2009, as discussed in Section 9.1.1. Outdoor ambient air samples were collected by opening a summa canister fitted with a 1-hour flow controller and drawing in the ambient air. Field duplicate samples were collected using stainless steel ‘T’ fittings (URS Corporation 2008b). No results of ambient air samples collected were found in available documents.
10 REMEDIATION HISTORY (INTERIM REMEDIAL MEASURES AND OTHER CLEANUPS)
Information related to remediation was not found in reviewed documents.
11 BIBLIOGRAPHY / INFORMATION SOURCES EDR (Environmental Data Resources, Inc.), 2010. EDR DataMapTM Environmental AtlasTM
for “Newton Creek Queens, New York.” November 4, 2010.
NYSDEC (New York State Department of Environmental Conservation), 2011. Environmental Remediation Databases. Accessed December 6, 2011. Available from: http://www.dec.ny.gov/cfmx/extapps/derexternal/.
Sanborn (Sanborn Map Company), 1904. Insurance Maps of the Borough of Brooklyn, City of New York. Volume 4: Sheet 61. 1904-1908.
Sanborn, 1915a. Insurance Maps of the Borough of Brooklyn, City of New York. Volume 4: Sheet 61. 1915-1933.
Sanborn, 1915b. Insurance Maps of the Borough of Brooklyn, City of New York. Volume 4: Sheet 61. Original 1915, revised 1942.
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URS Corporation, 2007. Phase I Data Summary Report Site Characterization. Meeker Avenue Plume Trackdown. Site ID No. 2-24-121. Greenpoint/East Williamsburg Industrial Area, Brooklyn, New York. Prepared for: New York State Department of Environmental Conservation, Division of Environmental Remediation. Remedial Bureau B. Work Assignment No. D004433-22.
URS Corporation, 2008a. Phase II Data Summary Report Site Characterization. Meeker Avenue Plume Trackdown. Site ID No. 2-24-121. Greenpoint/East Williamsburg Industrial Area, Brooklyn, New York. Prepared for: New York State Department of Environmental Conservation, Division of Environmental Remediation. Remedial Bureau B. Work Assignment No. D004433-22.
URS Corporation, 2008b. Phase III Data Summary Report Site Characterization. Meeker Avenue Plume Trackdown. Site ID No. 2-24-121. Greenpoint/East Williamsburg Industrial Area, Brooklyn, New York. Prepared for: New York State Department of Environmental Conservation, Division of Environmental Remediation. Remedial Bureau B. Work Assignment No. D004433-22.
URS Corporation, 2009b. Phase V Data Summary Report Site Characterization. Meeker Avenue Plume Trackdown. Site ID No. 2-24-121. Greenpoint/East Williamsburg Industrial Area, Brooklyn, New York. Prepared for: New York State Department of Environmental Conservation, Division of Environmental Remediation. Remedial Bureau B. Work Assignment No. D004433-22.
12 ATTACHMENTS
Figures Figure 1 Site Vicinity Map: Former Spic and Span Cleaners and Dyers, Inc.
Tables Table 1 Potential Areas of Concern and Transport Pathways Assessment
Supplemental Attachments Attachment 1 Figure 1. Meeker Avenue Plume Trackdown Site Location Map (URS
Corporation 2009b)
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Attachment 2 Figure 38. Meeker Avenue Plume Trackdown Site Source Areas (URS Corporation 2009b)
Attachment 3 Figure 32. Meeker Avenue Plume Trackdown Site Soil Analytical Results North of Meeker Avenue (URS Corporation 2009b)
Attachment 4 Figure 20. Meeker Avenue Plume Trackdown Site – Phase V Monitoring Well Locations (URS Corporation 2009b)
Attachment 5 Figure 34. Meeker Avenue Plume Trackdown Site – Phase V Tetrachloroethene Isoconcentration Contours in Shallow Groundwater (URS Corporation 2009b)
Attachment 6 Figure 35. Meeker Avenue Plume Trackdown Site – Phase V Tetrachloroethene Isoconcentration Contours in Deep Groundwater (URS Corporation 2009b)
Attachment 7 Figure 36. Meeker Avenue Plume Trackdown Site – Phase V Trichloroethene Isoconcentration Contours in Shallow Groundwater (URS Corporation 2009b)
Attachment 8 Figure 37. Meeker Avenue Plume Trackdown Site – Phase V Trichloroethene Isoconcentration Contours in Deep Groundwater (URS Corporation 2009b)
Attachment 9 Figure 24. Meeker Avenue Plume Trackdown Site – Phase III Potential Contamination Sources With Maximum Historical Tetrachloroethene Isoconcentration Contours in Soil Gas (URS Corporation 2008b)
Attachment 10 Figure 27. Meeker Avenue Plume Trackdown Site – Phase III Potential Contamination Sources With Maximum Historical Trichloroethene Isoconcentration Contours in Soil Gas (URS Corporation 2008b)
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Table 1 Potential Areas of Concern and Transport Pathways Assessment – Former Spic and Span Cleaners and Dyers, Inc.
Potential Areas of Concern Media Impacted COPCs Potential Complete Pathway
Description of Areas of Concern Su
rfac
e So
il
Subs
urfa
ce S
oil
Gro
undw
ater
Catc
h Ba
sin
Solid
s
Cree
k Se
dim
ent
TPH VOCs
SVO
Cs
PAHs
Phth
alat
es
Phen
olic
s
Met
als
PCBs
Herb
icid
es a
nd
Pest
icid
es
Diox
ins/
Fura
ns
Ove
rland
Tra
nspo
rt
Gro
undw
ater
Dire
ct D
isch
arge
–
Ove
rwat
er
Dire
ct D
isch
arge
–
Stor
m/W
aste
wat
er
Disc
harg
e to
Se
wer
/CSO
Bank
Ero
sion
Air R
elea
ses
Gas
olin
e-Ra
nge
Dies
el –
Ran
ge
Heav
ier –
Ran
ge
Petr
oleu
m R
elat
ed
(e.g
., BT
EX)
VOCs
Chlo
rinat
ed V
OCs
Industrial dry cleaning practices and operations
? √ √ ? ? ? ? ? ? √ √ ? ? ? ? ? ? ? ? -- √ -- -- -- -- ?
Silk Dyeing practices and operations
? ? √ ? ? ? ? ? ? √ √ ? ? ? ? ? ? ? ? -- √ -- -- -- -- ?
Notes: √ – COPCs are/were present in areas of concern having a current or historical pathway that is determined to be complete or potentially complete. ? – There is not enough information to determine if COPC is/was present in area of concern or if pathway is complete. -- – Current or historical pathway has been investigated and shown to be not present or incomplete. BTEX – benzene, toluene, ethylbenzene, and xylenes COPC – constituents of potential concern CSO – combined sewer overflows PAH – Polycyclic aromatic hydrocarbons PCB – polychlorinated biphenyl SVOC – Semi-volatile Organic Compounds TPH – Total Petroleum Hydrocarbons VOC – Volatile Organic Compounds
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NO R M A N A V
MEE
K ER
A V
N A S S A U A V
D R I GG S
A V
V A N D A M
S TC A L Y E R S T
N O R M A N A V
BRO
OK L
Y N Q
U EE N
S E X
WY
M E S E R O L E A V
N A S S A U A V
A P O L L O S T
J E W E L S T
M O U L T R I E S T
R U S S E L L S T
K I N G S L A N D A V
N H E N R Y
S T
H U M B O L D T S T
S U T T O N S T
H A U S M A N S T
M O N I T O R S T
M O R G A N A V
45
10
25 30
15
40
20
35
NC-SD35ANC-SD35A
NC-SD36ANC-SD36A
NC-SD36BNC-SD36B
NC-SD37ANC-SD37A
NC-SD38ANC-SD38ANC-SD38BNC-SD38B
BP Products N AmericaBP Products N AmericaBrooklyn TerminalBrooklyn Terminal
ExxonMobilExxonMobilGreenpointGreenpoint
Remediation ProjectRemediation Project
Former Spic andFormer Spic andSpan CleanersSpan Cleanersand Dyers, Inc.and Dyers, Inc.
!. USEPA Sample Locations (Surface and Subsurface)Shoreline (NYC Dept. of Information Technology, 2006)USGS Nat'l Elev. Dataset 5-foot ContoursSelected Site Property BoundaryNeighboring Site Property Boundary
Outfall Class!( Direct Discharge!( General!( Highway Drain!( Major Stormwater Outfall!( SPDES!( Storm Drain
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NEWTOWNNEWTOWNCREEKCREEK
EASTEASTRIVERRIVER
HUDSONHUDSONRIVERRIVER
0 100 200 300 400Feet
Site Vicinty MapDraft Upland Site Summary: Former Spic and Span Cleaners and Dyers, Inc.
Newtown Creek RI/FS
Figure 1
NOTES:1. Outfall Labeling: BB: Bowery Bay; NC(B/Q): Newtown Creek, Brooklyn/Queens; ST: Stormwater.2. Outfall locations are preliminary, compiled, estimated data based on New York City Department ofEnvironmental Protection (NYCDEP) maps and tabulated data and other resources. Many outfall locationswere taken from the New York City Shoreline Survey Program: Newtown Creek Water Pollution Control PlantDrainage Area, NYCDEP, March 31, 2003. Other locations were taken from an excerpt from a similar reportfrom 2008 (the complete report was not included in files available for review). Finally, some outfall locationswere inherited from previous Anchor QEA and Newtown Creek Project work. Latitudinal and longitudinal dataprovided in the 2003 and 2008 NYCDEP reports were rounded to the nearest second. This resulted inpotential outfall location discrepancies of up to approximately 200 feet. All outfall locations are currentlyunder field verification.3. Aerial Photos: New York State Division of Homeland Security and Emergency Services, 2010.4. Site Boundaries are based on New York City parcels data.5. Coarse topographic contours are derived from U.S. Geological Survey 10-meter data.
[
DRAFT
SUPPLEMENTAL ATTACHMENTS
New YorkNew York
278
495
25
Grand
49th
Flushing
43rd
Union
39th
Manhattan
Driggs
Skillman
Lee
21st
Hum
boldt
Bedf
ord
Berry
58th
Kingsland
Bushwick
Norman
Metropolitan
Vern
on
Mar
cy
Thomson
Vandervoort
Van
Dam
Mcguinness
Laurel Hill
Division
Greenpoint
Lombardy
Queens
Apollo
Roosevelt
Cherry
Willi
amsb
urg
11th
Broadway
Mauric
e
48th
Stewart
MeekerMaspeth
BridgewaterG
rand Parents
Hooper
Bedford
58th
Metropolitan
Greenpoint
48th
Greenpoint
Broadway
Maspeth
CANADA
LAKEERIE
LAKE ONTARIO
SITE LOCATION
New York
Pennsylvania
Vermont
Connecticut
NewJersey
Massachusetts
New
Ham
pshi
re
OVERVIEW
MEEKER AVENUE PLUME TRACKDOWN SITESITE LOCATION MAP FIGURE 1
SOURCE:ESRI Data and Maps
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2,000 0 2,000Feet
Attachment 1
Newtown Creek
RICHARDSON ST
DIVISION PL
BEADEL ST
LOMBARDY ST
ANTHONY ST
MO
RGAN
AVE
BROOKLYN-QUEENS EXPY
ANTHONY ST
KING
SLAN
D AVE
SUTTO
N S
T
MO
RG
AN
AVE
HA
US
MA
N S
T
APO
LLO S
T
VAN
DA
M S
T
NASSAU AVE
VARICK AVE
BRIDGEWATER ST
LOMBARDY ST
CHERRY ST
GAR
DN
ER AVE
DRIGGS AVE
VAND
ERVO
ORT AVE
POR
TER AVE
STEWAR
T AVE
GAR
DN
ER AVE
THOMAS ST
MEEKER AVE
NORMAN AVE
MO
NITO
R ST
FROST ST
WITHERS ST
ACME Steel / Metal Works(DEC Site ID # 2-24-131)
ACME Steel / Brass Foundry(DEC Site ID # 2-24-132)
Former Klink Cosmo Cleaners(DEC Site ID # 2-24-130)
Former Spic and Span Cleaners and Dyers, Inc.(DEC Site ID # 2-24-129)
J:\1
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s.m
xd 8
/25/
2009
10:
48:2
8 A
M L
umb,
M
400 0 400Feet
MEEKER AVENUE PLUME TRACKDOWN SITESOURCE AREAS
FIGURE 38
Legend
Project Boundary (DEC Site ID # 2-24-121)
Tetrachloroethene / Trichloroethene Sources
Attachment 2
KIN
GS
LAN
D AV
E
SU
TTON
ST
MO
RG
AN
AVE
HA
US
MA
N S
T
AP
OLLO
ST
VAN
DA
M S
T
NASSAU AVE
BRIDGEWATER ST
NORMAN AVE
MO
NITO
R S
T
DEC-054
DEC-053
DEC-024DR
DEC-057
DEC-056DEC-034
DEC-025
DEC-024
DEC-023
DEC-003
DEC-002
DEC-001
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_Ana
lytic
al.m
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/24/
2009
2:3
7:28
PM
Lum
b, M
200 0 200Feet
MEEKER AVENUE PLUME TRACKDOWN SITESOIL ANALYTICAL RESULTSNORTH OF MEEKER AVENUE
FIGURE 32
Legend
Project Boundary
NYSDEC Soil Sample Below TAGM (Phase I - IV)
NYSDEC Soil Sample Exceeding TAGM (Phase I - IV)
NYSDEC Soil Sample Below TAGM (Phase V)
NYSDEC Soil Sample Exceeding TAGM (Phase V)
Attachment 3
KIN
GS
LAN
D AV
E
SU
TTON
ST
MO
RG
AN
AVE
HA
US
MA
N S
T
AP
OLLO
ST
VAN
DA
M S
T
NASSAU AVE
BRIDGEWATER ST
MEEKER AVE
NORMAN AVE
MO
NITO
R S
T
DEC-038
DEC-037DEC-036
DEC-035
DEC-034
DEC-003D
DEC-024D
DEC-057
DEC-056DEC-055
DEC-054
DEC-023D
DEC-055D
DEC-035D
DEC-024DR
DEC-053
DEC-053D
DEC-025
DEC-024
DEC-023
DEC-003
DEC-002
DEC-001
MW-085 MW-083
MW-081
MW-095
MW-092
MW-014
MW-086
MW-087
MW-084R
J:\1
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9:4
9:21
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Lum
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MEEKER AVENUE PLUME TRACKDOWN SITEPHASE V MONITORING WELL LOCATIONS
FIGURE 20200 0 200
Feet
Legend
Project Boundary
NYSDEC Monitoring Well (New)NYSDEC Monitoring Well (Existing)ExxonMobil Monitoring Well (Existing)
MW-057 Wells Sampled in Phase V
Attachment 4
GKM NFG CORP47 BRIDGEWATER STREETWASTE CODE: F001, F002
NEW YORK TELEPHONE CO297 NORMAN AVENUEWASTE CODE: F001
FORMERADHESIVE MFG
FORMER METALFOUNDRY / LAB
FORMER NORMAN CLEANERS & DYERSSPIC & SPAN CLEANERS & DYERSDRY CLEANERS305-325 KINGSLAND AVE260-266 NORMAN AVE
FOUNDRY
301 NORMAN AVENUE:
A) NEW YORK RUG CLEANING INSTITUTE
B) BLOOMINGDALE CARPET & FURNITURE CLEANING DEPARTMENT
METAL FOUNDRY/ LAB
CHEMICAL WORKS
EUR-PAC CORP132 SUTTON STREETWASTE CODE: F001
FORMER COLONIAL PAINT WORKS203-231 NORMAN AVE200-210 RUSSELL ST
FORMER LAUNDRY257 NORMAN AVE
EXISTING DRY CLEANING,DYEING, AND LAUNDRYFORMER FOUNDRY252-258 MONITOR ST
FORMER ROSE & CO DYE WORKS337-353 KINGSLAND AVE
KIN
GS
LAN
D AV
E
SU
TTON
ST
MO
RG
AN
AVE
HA
US
MA
N S
T
AP
OLLO
ST
NASSAU AVE
NORMAN AVE
MO
NITO
R S
T
VAN
DA
M S
T
DEC-057, 44
DEC-025, 18
DEC-055, 1.4
DEC-024, 100
DEC-056, ND
DEC-053, ND
DEC-023, ND
DEC-035, ND
MW-087, ND
MW-085, ND MW-083, ND
MW-081, ND
50100
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10:
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2 A
M L
umb,
M
200 0 200Feet
MEEKER AVENUE PLUME TRACKDOWN SITE - PHASE VTETRACHLOROETHENE ISOCONCENTRATION
CONTOURS IN SHALLOW GROUNDWATER
FIGURE 34
Legend
Contamination SourcesYellow Pages
Contamination SourcesSanborn Map / EDR Report
Project Boundary
ExxonMobil MonitoringWell Location
NYSDEC MonitoringWell Location
ND = Not Detected
DEC-025, 18
Location ID Concentration(UG/L)
PCE Isoconcentrations (UG/L)
501005001000500010000
Indicates EstimatedExtent of Iso-Contour
Attachment 5
GKM NFG CORP47 BRIDGEWATER STREETWASTE CODE: F001, F002
NEW YORK TELEPHONE CO297 NORMAN AVENUEWASTE CODE: F001
FORMERADHESIVE MFG
FORMER METALFOUNDRY / LAB
FORMER NORMAN CLEANERS & DYERSSPIC & SPAN CLEANERS & DYERSDRY CLEANERS305-325 KINGSLAND AVE260-266 NORMAN AVE
FOUNDRY
301 NORMAN AVENUE:
A) NEW YORK RUG CLEANING INSTITUTE
B) BLOOMINGDALE CARPET & FURNITURE CLEANING DEPARTMENT
METAL FOUNDRY/ LAB
CHEMICAL WORKS
EUR-PAC CORP132 SUTTON STREETWASTE CODE: F001
FORMER COLONIAL PAINT WORKS203-231 NORMAN AVE200-210 RUSSELL ST
FORMER LAUNDRY257 NORMAN AVE
EXISTING DRY CLEANING,DYEING, AND LAUNDRYFORMER FOUNDRY252-258 MONITOR ST
FORMER ROSE & CO DYE WORKS337-353 KINGSLAND AVE
KIN
GS
LAN
D AV
E
SU
TTON
ST
MO
RG
AN
AVE
HA
US
MA
N S
T
AP
OLLO
ST
NASSAU AVE
NORMAN AVE
MO
NITO
R S
T
VAN
DA
M S
T
DEC-053D, 55
DEC-055D, 8.5
DEC-023D, 1.4
DEC-035D, NDDEC-036, 8200
DEC-024D, 730000 MG/KG DNAPL
J:\1
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:17:
18 P
M L
umb,
M
200 0 200Feet
MEEKER AVENUE PLUME TRACKDOWN SITE - PHASE VTETRACHLOROETHENE ISOCONCENTRATION
CONTOURS IN DEEP GROUNDWATER
FIGURE 35
Legend
ND = Not Detected
PCE Isoconcentrations (UG/L)Indicates EstimatedExtent of Iso-Contour
DEC-023D, 1.4
Location ID Concentration(UG/L)
Contamination SourcesYellow Pages
Contamination SourcesSanborn Map / EDR Report
Project Boundary
ExxonMobil MonitoringWell Location
NYSDEC MonitoringWell Location
NYSDEC Monitoring WellLocation (DNAPL Only)
501005001000500010000
Attachment 6
GKM NFG CORP47 BRIDGEWATER STREETWASTE CODE: F001, F002
NEW YORK TELEPHONE CO297 NORMAN AVENUEWASTE CODE: F001
FORMERADHESIVE MFG
FORMER METALFOUNDRY / LAB
FORMER NORMAN CLEANERS & DYERSSPIC & SPAN CLEANERS & DYERSDRY CLEANERS305-325 KINGSLAND AVE260-266 NORMAN AVE
FOUNDRY
301 NORMAN AVENUE:
A) NEW YORK RUG CLEANING INSTITUTE
B) BLOOMINGDALE CARPET & FURNITURE CLEANING DEPARTMENT
METAL FOUNDRY/ LAB
CHEMICAL WORKS
EUR-PAC CORP132 SUTTON STREETWASTE CODE: F001
FORMER COLONIAL PAINT WORKS203-231 NORMAN AVE200-210 RUSSELL ST
FORMER LAUNDRY257 NORMAN AVE
EXISTING DRY CLEANING,DYEING, AND LAUNDRYFORMER FOUNDRY252-258 MONITOR ST
FORMER ROSE & CO DYE WORKS337-353 KINGSLAND AVE
KIN
GS
LAN
D AV
E
SU
TTON
ST
MO
RG
AN
AVE
HA
US
MA
N S
T
AP
OLLO
ST
VAN
DA
M S
T
NASSAU AVE
NORMAN AVE
MO
NITO
R S
T
DEC-024, 63
DEC-057, 2.7
DEC-025, 4.7
DEC-056, ND
DEC-055, ND
DEC-053, ND
DEC-035, ND
DEC-023, ND
MW-087, ND
MW-085, ND MW-083, ND
MW-081, ND
VAN
DA
M S
T
50
J:\1
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10:
53:2
3 A
M L
umb,
M
200 0 200Feet
MEEKER AVENUE PLUME TRACKDOWN SITE - PHASE VTRICHLOROETHENE ISOCONCENTRATIONCONTOURS IN SHALLOW GROUNDWATER
FIGURE 36
Legend
Contamination SourcesYellow Pages
Contamination SourcesSanborn Map / EDR Report
Project Boundary
ExxonMobil MonitoringWell Location
NYSDEC MonitoringWell Location
ND = Not Detected
DEC-025, 4.7
Location ID Concentration(UG/L)
TCE Isoconcentrations (UG/L)
501005001000500010000
Indicates EstimatedExtent of Iso-Contour
Attachment 7
GKM NFG CORP47 BRIDGEWATER STREETWASTE CODE: F001, F002
NEW YORK TELEPHONE CO297 NORMAN AVENUEWASTE CODE: F001
FORMERADHESIVE MFG
FORMER METALFOUNDRY / LAB
FORMER NORMAN CLEANERS & DYERSSPIC & SPAN CLEANERS & DYERSDRY CLEANERS305-325 KINGSLAND AVE260-266 NORMAN AVE
FOUNDRY
301 NORMAN AVENUE:
A) NEW YORK RUG CLEANING INSTITUTE
B) BLOOMINGDALE CARPET & FURNITURE CLEANING DEPARTMENT
METAL FOUNDRY/ LAB
CHEMICAL WORKS
EUR-PAC CORP132 SUTTON STREETWASTE CODE: F001
FORMER COLONIAL PAINT WORKS203-231 NORMAN AVE200-210 RUSSELL ST
FORMER LAUNDRY257 NORMAN AVE
EXISTING DRY CLEANING,DYEING, AND LAUNDRYFORMER FOUNDRY252-258 MONITOR ST
FORMER ROSE & CO DYE WORKS337-353 KINGSLAND AVE
KIN
GS
LAN
D AV
E
SU
TTON
ST
MO
RG
AN
AVE
HA
US
MA
N S
T
AP
OLLO
ST
VAN
DA
M S
T
NASSAU AVE
NORMAN AVE
MO
NITO
R S
T
DEC-053D, 2
DEC-055D, 1.1
DEC-035D, ND
DEC-023D, ND
DEC-036, 2500
VAN
DA
M S
T
DEC-024D, 720 MG/KG DNAPL
J:\1
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E_i
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09 4
:28:
56 P
M L
umb,
M
200 0 200Feet
MEEKER AVENUE PLUME TRACKDOWN SITE - PHASE VTRICHLOROETHENE ISOCONCENTRATION
CONTOURS IN DEEP GROUNDWATER
FIGURE 37
Legend
ND = Not Detected
TCE Isoconcentrations (UG/L)Indicates EstimatedExtent of Iso-Contour
Contamination SourcesYellow Pages
Contamination SourcesSanborn Map / EDR Report
Project Boundary
ExxonMobil MonitoringWell Location
NYSDEC MonitoringWell Location
NYSDEC Monitoring WellLocation (DNAPL Only)
501005001000500010000
DEC-023D, ND
Location ID Concentration(UG/L)
Attachment 8
NewtownCreek
RICHARDSON ST
DIVISION PL
BEADEL ST
MO
RG
ANAVE
BROOKLYN-QUEENS EXPY
ANTHONY ST
KING
SLAN
DAV
E
SUTTO
NS
T
MO
RG
AN
AVE
HA
US
MA
NS
T
APO
LLOS
T
VAN
DA
MS
T
NASSAU AVE
VARICKAVE
LOMBARDY ST
CHERRY ST
GAR
DN
ERAVE
DRIGGS AVE
VAND
ERVO
OR
TAVE
POR
TER
AVE
GAR
DN
ERAVE
THOMAS ST
MEEKERAVE
NORMAN AVE
FROST ST
MO
NITO
RS
T
WITHERS ST
FOUNDRYLIGHT FIXTURE MFG
METAL WORKS
BRASS FOUNDRY
DRUM STORAGE
METAL WORKS / PAINTING
METAL WORKS
FOUNDRY
DRY CLEANER
PRINTING PLATE MFG
RUG CLEANER
DRUM RECYCLING
35-43 DIVISION PLACE:
A) NAXOS CLEANERS
B) APHRODITE CLEANERS
C) FRENCH VALET CLEANERS
DRUM STORAGE
METAL WORKS
DRUM STORAGE
SUSPECTED FORMERDRY CLEANER
DRY CLEANERS
METAL FOUNDRY / LAB
ADHESIVE MFG
METAL FOUNDRY / LAB
CHEMICAL WORKS
FOUNDRY
301 NORMAN AVENUE:
A) NEW YORK RUG CLEANING INSTITUTE
B) BLOOMINGDALE CARPET & FURNITURECLEANING DEPARTMENT
BELMET PRODUCTS505 MORGAN AVENUEWASTE CODE: F001
KLINK COSMO CLEANERS368 RICHARDSON STREETWASTE CODE: F002
ACME STEEL513 PORTER AVENUE72 ANTHONY STREET95 LOMBARDI STREETWASTE CODE: FOO1
ACME STEEL513 PORTER AVENUE72 ANTHONY STREET95 LOMBARDI STREETWASTE CODE: FOO1
ACME STEEL513 PORTER AVENUE72 ANTHONY STREET95 LOMBARDI STREETWASTE CODE: FOO1
CLEAN HARBORS541 GARDNER AVENUEWASTE CODE: D039
PREMIER DYE POLISH25 BRIDGEWATER STREETWASTE CODE: 1,1,1-TCA
GKM NFG CORP47 BRIDGEWATER STREETWASTE CODE: F001, F002
NEW YORK TELEPHONE CO297 NORMAN AVENUEWASTE CODE: F001EUR-PAC CORP
132 SUTTON STREETWASTE CODE: F001
BELMET PRODUCTS505 MORGAN AVENUEWASTE CODE: F001
CLOTHING WAREHOUSE
LACQUER STORAGE,SOAP POWDER MFG
SG-034, 8
SG-063, 69
SG-062, 11
SG-059, 16
SG-057, 17
SG-052, 85
SG-042, 94SG-040, 76SG-039, 13
SG-037, 45
SG-036, 18
SG-035, 15
SG-032, 16
SG-030, 10
SG-011, 14
SG-004, 36
SG-002, 97
SG-001, 69
SG-061, 8.5
SG-055, 390
SG-054, 160
SG-051, 200
SG-050, 120
SG-047, 330
SG-046, 310
SG-044, 490
SG-033, 1.2
SG-031, 3.7
SG-027, 230SG-025, 1.9
SG-024, 2.1
SG-020, 380
SG-019, 330
SG-017, 220SG-016, 150
SG-014, 190
SG-010, 260
SG-009, 260
SG-007, 460
SG-005, 170
SG-003, 130
SG-058, 4,600
SG-056, 6,100
SG-048, 5400
SG-045, 1,600
SG-043, 6,800
SG-041, 2,500
SG-038, 1,000
SG-022, 5,700
SG-008, 2,400
SG-060, 11,000
SG-021, 440
SG-006, 190
SG-018, 7,200
SG-015, 1,100
SG-023, 13,000
SG-049, 310,000
MP-026, 84
MP-025, 66
MP-024, 82
MP-008D, ND
MP-021, 150
MP-018D, 510
50
100
500
1,000
5,000
10,000
100
50
500
500
100
1,000
1,000
50
10,000
50
J:\1
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IS\P
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SE3\
24SG
_PC
E_is
ocon
c_M
ax_s
ourc
e.m
xd9/
25/2
008
EM
400 0 400Feet
MEEKER AVENUE PLUME TRACKDOWN SITE - PHASE IIIPOTENTIAL CONTAMINATION SOURCES WITH
MAXIMUM HISTORICAL TETRACHLOROETHENEISOCONCENTRATION CONTOURS IN SOIL-GAS
FIGURE 24
New Phase III Soil Gas Conduit
LegendArea Resident
Sanborn Map / EDR Report
Yellow Pages
Location Sources:
SG-001, 69
Location ID Concentration(UG/M3)
ND = Not Detected
PCE Isoconcentrations (UG/M3)Indicates EstimatedExtent of Iso-Contour
ExxonMobil Soil Gas Conduit
NYSDEC Soil Gas Conduit
Project Boundary
501005001000500010000
Attachment 9
NewtownCreek
RICHARDSON ST
DIVISION PL
BEADEL ST
LOMBARDY ST
ANTHONY ST
MO
RG
ANAVE
BROOKLYN-QUEENS EXPY
ANTHONY ST
KING
SLAN
DAV
E
SUTTO
NS
T
MO
RG
AN
AVE
HA
US
MA
NS
T
APO
LLOS
T
VAN
DA
MS
T
NASSAU AVE
VARICKAVE
LOMBARDY ST
CHERRY ST
GAR
DN
ERAVE
DRIGGS AVE
VAND
ERVO
OR
TAVE
POR
TER
AVE
GAR
DN
ERAVE
THOMAS ST
MEEKERAVE
NORMAN AVE
MO
NITO
RS
T
FROST ST
WITHERS ST
FOUNDRYLIGHT FIXTURE MFG
METAL WORKS
BRASS FOUNDRY
DRUM STORAGE
DRUM STORAGE
METAL WORKS
DRUM STORAGE
DRUM RECYCLING
METAL WORKS / PAINTING
FOUNDRY
METAL WORKS
DRY CLEANER
RUG CLEANER
301 NORMAN AVENUE:
A) NEW YORK RUG CLEANING INSTITUTE
B) BLOOMINGDALE CARPET & FURNITURECLEANING DEPARTMENT
CHEMICAL WORKS
METAL FOUNDRY / LAB
ADHESIVE MFG
METAL FOUNDRY / LAB
DRY CLEANERS
SUSPECTED FORMERDRY CLEANER
FOUNDRY
NEW YORK TELEPHONE CO297 NORMAN AVENUEWASTE CODE: F001
EUR-PAC CORP132 SUTTON STREETWASTE CODE: F001
PREMIER DYE POLISH25 BRIDGEWATER STREETWASTE CODE: 1,1,1-TCA
GKM NFG CORP47 BRIDGEWATER STREETWASTE CODE: F001, F002
CLEAN HARBORS541 GARDNER AVENUEWASTE CODE: D039
ACME STEEL513 PORTER AVENUE72 ANTHONY STREET95 LOMBARDI STREETWASTE CODE: FOO1
ACME STEEL513 PORTER AVENUE72 ANTHONY STREET95 LOMBARDI STREETWASTE CODE: FOO1
ACME STEEL513 PORTER AVENUE72 ANTHONY STREET95 LOMBARDI STREETWASTE CODE: FOO1
KLINK COSMO CLEANERS368 RICHARDSON STREETWASTE CODE: F002
BELMET PRODUCTS505 MORGAN AVENUEWASTE CODE: F001
35-43 DIVISION PLACE:
A) NAXOS CLEANERS
B) APHRODITE CLEANERS
C) FRENCH VALET CLEANERS
LACQUER STORAGE,SOAP POWDER MFG
SG-059, NDSG-057, ND
SG-037, ND
SG-014, ND
SG-058, 61
SG-055, 32
SG-052, 21
SG-048, 78
SG-043, 17
SG-042, 32
SG-041, 50
SG-039, 97
SG-036, 17
SG-020, 33
SG-019, 17
SG-017, 11SG-016, 84
SG-015, 91
SG-063, 8.1
SG-061, 2.1
SG-060, 650
SG-054, 350
SG-051, 2.8
SG-050, 2.6
SG-047, 150
SG-046, 220
SG-045, 410
SG-040, 350
SG-035, 3.7SG-034, 1.2
SG-033, 1.1
SG-032, 1.9
SG-027, 240
SG-022, 290
SG-018, 110
SG-011, 1.2
SG-009, 2.7
SG-008, 250
SG-007, 740
SG-005, 5.4
SG-004, 330
SG-002, 1.5
SG-062, 0.72
SG-056, 1,400
SG-038, 2,100
SG-031, 0.43
SG-030, 0.54
SG-025, 0.91SG-024, 0.86
SG-010, 0.97
SG-006, 0.86
SG-003, 0.54
SG-021, 17
SG-044, 4.7
SG-023, 370
SG-001, 0.81
SG-049, 19,000
MP-026, ND
MP-021, ND
MP-024, 0.7
MP-025, 0.32
MP-008D, 7.5
MP-018D, 130
50
100
500
1,000
5,000
50
50
100
100
1,000
5,000
500
J:\1
1174
989.
0000
0\D
B\G
IS\P
HA
SE3\
27SG
_TC
E_i
soco
nc_M
ax_s
ourc
e.m
xd9/
25/2
008
EM
400 0 400Feet FIGURE 27
MEEKER AVENUE PLUME TRACKDOWN SITE - PHASE IIIPOTENTIAL CONTAMINATION SOURCES WITHMAXIMUM HISTORICAL TRICHLOROETHENE
ISOCONCENTRATION CONTOURS IN SOIL-GASNew Phase III Soil Gas Conduit
LegendArea Resident
Sanborn Map / EDR Report
Yellow Pages
Location Sources:
SG-001, 69
Location ID Concentration(UG/M3)
ND = Not Detected
TCE Isoconcentrations (UG/M3)
Indicates EstimatedExtent of Iso-Contour
ExxonMobil Soil Gas Conduit
NYSDEC Soil Gas Conduit
Project Boundary
501005001000500010000
Attachment 10