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E E B B C C ENVIRONMENTAL BUSINESSS CONSULTANTS EBC Environmental Business Consultants 1808 Middle Country Road Ridge, NY 11961 Phone 631.504.6000 Fax 631.924.2870 December 30, 2013 Mr. Sam Halberstam AAA Group 100A Broadway Brooklyn, NY Re: 808 East 139 th Street, Bronx, NY Block 2590, Lot 36 Focused Phase II Subsurface Investigation Dear Mr. Halberstam: Environmental Business Consultants (EBC) has prepared this report to summarize the findings of the focused Phase II subsurface investigation performed at 808 East 139 th Street, in Bronx, New York on December 10, 2013. Site Location and Description The Site is located at 808 East 139 th Street in Bronx, NY. The property is located on the south side of East 139 th Avenue, and is identified as Block 2590 Lot 36 on the New York City Tax Map. The location of the Site is shown in Figure 1. Lot 36 is an irregular shaped lot with 197.14 feet of frontage on East 139 th Street and 100 feet deep. The total area of the property is 19,107 square feet. The Site is improved with a 1-story commercial building consisting of two separate units. The total gross floor area of the building is 19,100 square feet. The Site is located within a densely urbanized area consisting of commercial uses. Background According to the Sanborn Maps included in the Phase I by Alpha-Hydro Environmental, seven "Varnolene" tanks are present in the south central portion of the building. Varnolene was the brand name for a form of mineral spirits used in dry cleaning. It is also likely that percloroethylene was used more recently, however, as Varnolene and other petroleum distillates were phased out of use as a fire hazard. In addition the northeast portion of the property is identified as an auto repair garage with an underground gasoline storage tank. GPR Survey Nova Geophysical Services (NOVA) conducted a ground penetrating radar (GPR) survey in the building occupying the Site to identify abnormalities, underground storage tanks (USTs), anomalies or other subsurface substructures. The GPR unit consisted of a Noggin GRP unit with 250 MHz antennas. The unit consists of a radar control unit, control cable and a transducer (antenna). The control unit transmits a trigger pulse at a normal repetition rate of 250 MHz. The trigger pulse is sent to the transmitter electronics in the transducer via the control cable. The transmitter electronics amplify the trigger pulses into bipolar pulses that are radiated to the surface. The transformed pulses vary in shape and frequency according to the transducer used. In the subsurface, variations of the signal occur at

EBCC...Dec 30, 2013  · EBCC ENVIRONMENTAL BUSINESSS CONSULTANTS EB C Environmental Business Consultants 1808 Middle Country Road Ridge, NY 11961 Phone 631.504.6000 Fax 631.924.2870

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  • EEBB CC ENVIRONMENTAL BUSINESSS CONSULTANTS

    EEBB CC Environmental Business Consultants

    1808 Middle Country Road Ridge, NY 11961

    Phone 631.504.6000 Fax 631.924.2870

    December 30, 2013 Mr. Sam Halberstam AAA Group 100A Broadway Brooklyn, NY Re: 808 East 139th Street, Bronx, NY Block 2590, Lot 36

    Focused Phase II Subsurface Investigation Dear Mr. Halberstam: Environmental Business Consultants (EBC) has prepared this report to summarize the findings of the focused Phase II subsurface investigation performed at 808 East 139th Street, in Bronx, New York on December 10, 2013. Site Location and Description The Site is located at 808 East 139th Street in Bronx, NY. The property is located on the south side of East 139th Avenue, and is identified as Block 2590 Lot 36 on the New York City Tax Map. The location of the Site is shown in Figure 1. Lot 36 is an irregular shaped lot with 197.14 feet of frontage on East 139th Street and 100 feet deep. The total area of the property is 19,107 square feet. The Site is improved with a 1-story commercial building consisting of two separate units. The total gross floor area of the building is 19,100 square feet. The Site is located within a densely urbanized area consisting of commercial uses. Background According to the Sanborn Maps included in the Phase I by Alpha-Hydro Environmental, seven "Varnolene" tanks are present in the south central portion of the building. Varnolene was the brand name for a form of mineral spirits used in dry cleaning. It is also likely that percloroethylene was used more recently, however, as Varnolene and other petroleum distillates were phased out of use as a fire hazard. In addition the northeast portion of the property is identified as an auto repair garage with an underground gasoline storage tank. GPR Survey Nova Geophysical Services (NOVA) conducted a ground penetrating radar (GPR) survey in the building occupying the Site to identify abnormalities, underground storage tanks (USTs), anomalies or other subsurface substructures. The GPR unit consisted of a Noggin GRP unit with 250 MHz antennas. The unit consists of a radar control unit, control cable and a transducer (antenna). The control unit transmits a trigger pulse at a normal repetition rate of 250 MHz. The trigger pulse is sent to the transmitter electronics in the transducer via the control cable. The transmitter electronics amplify the trigger pulses into bipolar pulses that are radiated to the surface. The transformed pulses vary in shape and frequency according to the transducer used. In the subsurface, variations of the signal occur at

  • 808 East 139th Street Bronx, NY Subsurface Investigation Report

    2Environmental Business Consultants EEBB CC 1808 Middle Country Road

    Ridge, NY 11961

    Phone 631.504.6000 Fax 631.924.2870

    boundaries where there is a dielectric contrast (void, steel, soil type, etc.). Signal reflections travel back to the control unit and are represented as color graphic images for interpolation. The building was first screened using an electromagnetic detector (Geonics EM61) by carrying the instrument across the site in 5' x 5' traverses. When evidence of anomalies were observed, a DitchWitch Utility Locator was used to determine if the anomalies were utilities or other large sub-surface metal objects. Finally, GPR profiles were collected over each metal-detector anomaly and inspected for reflections, which could be indicative of major anomalies. The GPR survey identified scattered anomalies throughout the building. NOVA identified a total of seven vent pipes located within the project site building. After further delineation of these pipes with the GPR and other equipment indicated that they were attached to anomalies (USTs) located within the project site building. However, due to excessive geophysical noise activities and limited access at the time of the survey, NOVA could not verify the anomalies. In addition, the geophysical survey identified an area with scattered reflection located within the former boiler room. This area was confirmed to be the location of a fuel oil UST that was reportedly closed in place. A copy of the Geophysical Engineering Survey Report is included in Appendix A. Sampling Plan Soil Eight soil boring locations (B1 through B8) were selected as shown on Figure 2 to gain representative soil quality information from across the Site. All borings were advanced with Geoprobe™ direct push equipment and sampled with a 5 foot macro core sampler using disposable acetate liners. Soil was characterized by a Qualified Environmental Professional (QEP) and field screened for the presence of volatile organic compounds (VOCs) using a photo-ionization detector (PID). At each of the soil boring locations, soil samples were collected continuously from grade to a depth of 10 feet. Retrieved sample cores were field screened for the presence of VOCs with a PID and visually inspected for evidence of contamination. Subsurface soil at the Site was characterized as historic fill to a depth of approximately 1 to 2 feet, underlain by a brown or grey sandy silt. The groundwater interface was encountered at each of the soil boring locations at a depth of approximately 7 feet below grade. PID values above background concentrations and olfactory evidence of contamination was observed within each of the soil samples recovered from the eight soil borings. Therefore, the soil sample exhibiting the highest degree of contamination was retained for laboratory analysis from each of the soil borings. The highest degree of contamination was consistent in each of the borings from a depth of 6 to 8 feet below grade. Soil boring logs are attached in Appendix B. All eight soil samples were collected in pre-cleaned, laboratory supplied glassware, stored in a cooler with ice and delivered by laboratory dispatched courier to Phoenix Environmental Laboratories (Phoenix) of 587 East Middle Turnpike, Manchester, CT 06040, a New York State ELAP certified environmental laboratory (ELAP Certification No. 11301). Soil samples were analyzed for VOCs by EPA Method 8260, and semi-volatile organic compounds (SVOCs) by EPA Method 8270 (STARs list). Groundwater Groundwater samples were collected from boring locations B1 through B8 (see Figure 2) from a 4ft long stainless steel Geoprobe groundwater sampling screen installed at a depth of approximately 10 feet below grade. Groundwater samples were collected from the stainless steel screen using a peristaltic pump equipped with disposable silicone pump head tubing and polyethylene tubing. The groundwater samples were collected in pre-cleaned, laboratory supplied glassware, stored in a cooler with ice and

  • 808 East 139th Street Bronx, NY Subsurface Investigation Report

    3Environmental Business Consultants EEBB CC 1808 Middle Country Road

    Ridge, NY 11961

    Phone 631.504.6000 Fax 631.924.2870

    delivered by laboratory dispatched courier to Phoenix for laboratory analysis of VOCs by EPA Method 8260. Results Soil sample results were compared to Unrestricted Use and Restricted Residential Use Soil Cleanup Objectives (SCOs) as presented in NYSDEC CP51 Soil Cleanup Guidance (10/21/10). Analytical data for the soil samples are summarized in Tables 1 and 2, and a copy of the laboratory analytical reports are included in Appendix C. As presented in Table 1, VOCs including both petroleum compounds (PVOCs) and chlorinated solvent compounds (CVOCs) were detected within five of the eight soil samples collected (B1, B4, B5, B6, and B8) above Unrestricted or Restricted Residential use SCOs. Total PVOC concentrations ranged from 97,700 ug/kg at B1 to 880,700 ug/kg at B4. Total CVOC concentrations ranged from 910 ug/kg at location B8 to 10,582,000 ug/kg at location B1. As presented in Table 2, the SVOC, Naphthalene, was detected above its Unrestricted Use SCO within soil samples B4 6-8’ and B5 6-8’. The SVOC Chrysene was with above its Restricted Residential SCO in soil sample B3 6-8’. Several other SVOCs were detected within soil samples B1 6-8’ and B3 6-8’, but the concentrations were below Unrestricted Use SCOs. Groundwater Analytical data for the groundwater samples are summarized in Table 3 and compared to the water quality standards specified in NYSDEC Groundwater Quality Standards (GQSs). A copy of the laboratory analytical report is included in Appendix C. As presented in Table 3, multiple PVOCs and CVOCs were detected above GQSs in each of the eight groundwater sampling locations. These compounds include: 1,1-DCE, 1,2,4-TMB, 1,3,5-TMB, Benzene, cis-1,2-DCE, Ethylbenzene, Isopropylbenzene, Xylenes, Naphthalene, n-Butylbenzene, n-Propylbenzene, p-Isopropyltoluene, sec-Butylbenzene, Styrene, tert-Butylbenzene, PCE, Toluene, trans-1,2-DCE, TCE, and VCM. The total PVOC concentration and total CVOC concentration of each groundwater sample is listed below: GW1 – PVOCs (230 µg/L), CVOC (146,060 µg/L) GW2 – PVOCs (819 µg/L), CVOC (33 µg/L) GW3 – PVOCs (2,276 µg/L), CVOC (1,539 µg/L) GW4 – PVOCs (5,568 µg/L), CVOC (948µg/L) GW5 – PVOCs (4,323 µg/L), CVOC (2,446 µg/L) GW6 – PVOCs (4,059 µg/L), CVOC (16,310 ug/L) GW7 – PVOCs (236 µg/L), CVOC (0 µg/L) GW8 – PVOCs (14 µg/L), CVOC (47 µg/L) Conclusions Based on laboratory results of the soil and groundwater samples, the sub-surface soil and groundwater have been negatively impacted by both chlorinated solvents and petroleum compounds. Seven USTs known historically to hold dry cleaning chemicals and one gasoline UST were identified on the property. Note that the dry cleaning chemicals in the tanks were identified as "Varnolene" a mineral spirits based product which would contain many of the same compounds associated with gasoline. Its also highly likely that tetrachloroethene or "Perc" was used in place of Varnolene at some point and

  • 808 East 139th Street Bronx, NY Subsurface Investigation Report

    4Environmental Business Consultants EEBB CC 1808 Middle Country Road

    Ridge, NY 11961

    Phone 631.504.6000 Fax 631.924.2870

    probable that it may have been stored in some of the Varnolene USTs. Based on the high concentrations of both petroleum and chlorinated VOCs detected in both soil and groundwater samples a release of both Perc and Varnolene or other petroleum based solvent / gasoline were released at the Site. Concentrations appear highest in the vicinity of the tanks suggesting that a release or releases have occurred either at one or more of the tanks or in the piping system. Based on the results of this investigation the NYSDEC spills hot line was contacted and a spill reported for the Site (Spill No. 1309303). Further investigation will be required to delineate the extent of contamination and to develop a remedial program for the property. It is recommended that this report be forwarded to the NYSDEC as the first step in that process. Please call if you have any questions or would like to discuss the project further. Very truly yours, Environmental Business Consultants

    Dominick Mosca Environmental Scientist

  • 808 East 139th Street Bronx, NY Subsurface Investigation Report

    Environmental Business Consultants EEBB CC 1808 Middle Country Road

    Ridge, NY 11961

    Phone 631.504.6000 Fax 631.924.2870

    TABLES

  • TABLE 1808 East 139th Street,

    Bronx, New YorkSoil Analytical Results

    Volatile Organic Compounds

    Result RL Result RL Result RL Result RL Result RL Result RL Result RL Result RL

    1,1,1,2-Tetrachloroethane < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 2901,1,1-Trichloroethane 680 100,000 < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 2901,1,2,2-Tetrachloroethane < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 2901,1,2-Trichloroethane < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 2901,1-Dichloroethane 270 26,000 < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 2901,1-Dichloroethene 330 100,000 < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 2901,1-Dichloropropene < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 2901,2,3-Trichlorobenzene < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 2901,2,3-Trichloropropane < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 2901,2,4-Trichlorobenzene < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 2901,2,4-Trimethylbenzene 3,600 52,000 46,000 6,300 < 290 290 < 290 290 360,000 30,000 260,000 29,000 190,000 31,000 < 280 280 < 290 2901,2-Dibromo-3-chloropropane < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 2901,2-Dibromoethane < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 2901,2-Dichlorobenzene 1,100 100,000 < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 2901,2-Dichloroethane 20 3,100 < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 2901,2-Dichloropropane < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 2901,3,5-Trimethylbenzene 8,400 52,000 18,000 6,300 < 290 290 < 290 290 140,000 30,000 93,000 29,000 79,000 3,100 < 280 280 < 290 2901,3-Dichlorobenzene 2,400 49,000 < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 2901,3-Dichloropropane < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 2901,4-Dichlorobenzene 1,800 13,000 < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 2902,2-Dichloropropane < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 2902-Chlorotoluene < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 2902-Hexanone < 32000 32,000 < 1500 1,500 < 1500 1,500 < 15000 15,000 < 15000 15,000 < 15000 15,000 < 1400 1,400 < 1500 1,5002-Isopropyltoluene < 6300 6,300 490 290 550 290 12,000 3,000 7,300 2,900 7,600 3,100 < 280 280 < 290 2904-Chlorotoluene < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 2904-Methyl-2-pentanone < 32000 32,000 < 1500 1,500 < 1500 1,500 < 15000 15,000 < 15000 15,000 < 15000 15,000 < 1400 1,400 < 1500 1,500Acetone 50 100,000 < 32000 32,000 < 1500 1,500 < 1500 1,500 < 15000 15,000 < 15000 15,000 < 15000 15,000 < 1400 1,400 < 1500 1,500Acrylonitrile < 13000 13,000 < 580 580 < 580 580 < 6100 6,100 < 5800 5,800 < 6200 6,200 < 560 560 < 580 580Benzene 60 4,800 < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290Bromobenzene < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290Bromochloromethane < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290Bromodichloromethane < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290Bromoform < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290Bromomethane < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290Carbon Disulfide < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290Carbon tetrachloride 760 2,400 < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290Chlorobenzene 1,100 100,000 < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290Chloroethane < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290Chloroform 370 49,000 < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290Chloromethane < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290cis-1,2-Dichloroethene 250 100,000 22,000 6,300 < 290 290 < 290 290 33,000 3,000 9,600 2,900 16,000 3,100 < 280 280 320 290cis-1,3-Dichloropropene < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290Dibromochloromethane < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290Dibromomethane < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290Dichlorodifluoromethane < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290Ethylbenzene 1,000 41,000 < 6300 6,300 < 290 290 < 290 290 22,000 3,000 17,000 2,900 4,000 3,100 < 280 280 < 290 290Hexachlorobutadiene < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290Isopropylbenzene < 6300 6,300 480 290 1,200 290 20,000 3,000 17,000 2,900 8,300 3,100 < 280 280 < 290 290m&p-Xylene 6,500 6,300 < 290 290 < 290 290 68,000 3,000 68,000 2,900 20,000 3,100 < 280 280 < 290 290Methyl ethyl ketone 120 100,000 < 32000 32,000 < 1500 1,500 < 1500 1,500 < 15000 15,000 < 15000 15,000 < 15000 15,000 < 1400 1,400 < 1500 1,500Methyl t-butyl ether (MTBE) 930 100,000 < 13000 13,000 < 580 580 < 580 580 < 6100 6,100 < 5800 5,800 < 6200 6,200 < 560 560 < 580 580Methylene chloride 50 100,000 < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290Napthalene < 6300 6,300 460 290 < 290 290 28,000 3,000 28,000 2,900 23,000 3,100 < 280 280 < 290 290n-Butylbenzene 12,000 100,000 8,900 6,300 800 290 1,500 290 53,000 3,000 32,000 2,900 18,000 3,100 730 280 < 290 290n-Propylbenzene 3,900 100,000 10,000 6,300 720 290 2,500 290 45,000 3,000 31,000 2,900 17,000 3,100 660 280 < 290 290o-Xylene < 6300 6,300 < 290 290 < 290 290 42,000 3,000 44,000 2,900 20,000 3,100 < 280 280 < 290 290p-Isopropyltoluene < 6300 6,300 < 290 290 < 290 290 43,000 3,000 27,000 2,900 23,000 3,100 < 280 280 < 290 290sec-Butylbenzene 11,000 100,000 8,300 6,300 1,600 290 1,900 290 43,000 3,000 27,000 2,900 19,000 3,100 970 280 < 290 290Styrene < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290tert-Butylbenzene < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 3,100 2,900 < 3100 3,100 < 280 280 < 290 290Tetrachloroethene 1,300 19,000 10,000,000 3,200,000 < 290 290 400 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290Tetrahydrofuran (THF) < 13000 13,000 < 580 580 < 580 580 < 6100 6,100 < 5800 5,800 < 6200 6,200 < 560 560 < 580 580Toluene 700 100,000 < 6300 6,300 < 290 290 < 290 290 4,700 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290Total Xylenes 260 100,000 6,500 6,300 < 290 290 < 290 290 110,000 3,000 112,000 2,900 40,000 3,100 < 280 280 < 290 290trans-1,2-Dichloroethene 190 100,000 < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290trans-1,3-Dichloropropene < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290trans-1,4-dichloro-2-butene < 13000 13,000 < 580 580 < 580 580 < 6100 6,100 < 5800 5,800 < 6200 6,200 < 560 560 < 580 580Trichloroethene 470 21,000 570,000 63,000 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290Trichlorofluoromethane < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290Trichlorotrifluoroethane < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 < 290 290Vinyl chloride 20 900 < 6300 6,300 < 290 290 < 290 290 < 3000 3,000 < 2900 2,900 < 3100 3,100 < 280 280 590 290Total CVOC ConcentrationTotal PVOC ConcentrationTotal VOCs Concentration

    Notes:** - 6 NYCRR Part 375-6 Remedial Program Soil Cleanup ObjectivesND - Not-detectedRL - Reporting LimitBold/highlighted- Indicated exceedance of the NYSDEC UUSCO Guidance ValueBold/highlighted- Indicated exceedance of the NYSDEC RRSCO Guidance Value

    16,000 0 91010,592,000 0 400 33,0000

    910

    B8 6-8

    µg/Kg

    B5 6-8

    µg/Kg

    654,400776,000

    9,600

    4,550 8,050 1,023,700 484,9004,550 7,650 880,700 428,900

    µg/Kg µg/Kg µg/Kg µg/Kg

    97,70010,696,200

    B7 6-8

    µg/Kg

    2,3602,360

    B2 6-8 B3 6-8 B4 6-8 B6 6-8COMPOUND

    NYSDEC Part 375.6 Unrestricted Use Soil Cleanup Objectives

    NYDEC Part 375.6 Restricted Residential Soil Cleanup

    Objectives*

    B1 6-8

    µg/Kg

  • TABLE 2808 East 139th Street,

    Bronx, New YorkSoil Analytical Results

    Semi-Volatile Organic Compounds

    Result RL Result RL Result RL Result RL Result RL Result RL Result RL Result RLAcenaphthene 20,000 100,000 < 2900 2,900 < 270 270 < 6700 6,700 < 28000 28,000 < 2700 2,700 < 29000 29,000 < 260 260 < 270 270Acenaphthylene 100,000 100,000 < 2900 2,900 < 270 270 < 6700 6,700 < 28000 28,000 < 2700 2,700 < 29000 29,000 < 260 260 < 270 270Anthracene < 2900 2,900 < 270 270 < 6700 6,700 < 28000 28,000 < 2700 2,700 < 29000 29,000 < 260 260 < 270 270Benz(a)anthracene 1,000 1,000 < 2900 2,900 < 270 270 < 6700 6,700 < 28000 28,000 < 2700 2,700 < 29000 29,000 < 260 260 < 270 270Benzo(a)pyrene 1,000 1,000 < 2900 2,900 < 270 270 < 6700 6,700 < 28000 28,000 < 2700 2,700 < 29000 29,000 < 260 260 < 270 270Benzo(b)fluoranthene 1,000 1,000 < 2900 2,900 < 270 270 < 6700 6,700 < 28000 28,000 < 2700 2,700 < 29000 29,000 < 260 260 < 270 270Benzo(ghi)perylene 100,000 100,000 < 2900 2,900 < 270 270 < 6700 6,700 < 28000 28,000 < 2700 2,700 < 29000 29,000 < 260 260 < 270 270Benzo(k)fluoranthene 800 1,000 < 2900 2,900 < 270 270 < 6700 6,700 < 28000 28,000 < 2700 2,700 < 29000 29,000 < 260 260 < 270 270Chrysene 1,000 1,000 < 2900 2,900 < 270 270 6,700 6,700 < 28000 28,000 < 2700 2,700 < 29000 29,000 < 260 260 < 270 270Dibenz(a,h)anthracene 330 330 < 2900 2,900 < 270 270 < 6700 6,700 < 28000 28,000 < 2700 2,700 < 29000 29,000 < 260 260 < 270 270Fluoranthene 100,000 100,000 4,900 2,900 < 270 270 < 6700 6,700 < 28000 28,000 < 2700 2,700 < 29000 29,000 < 260 260 < 270 270Fluorene 30,000 100,000 < 2900 2,900 < 270 270 < 6700 6,700 < 28000 28,000 < 2700 2,700 < 29000 29,000 < 260 260 < 270 270Indeno(1,2,3-cd)pyrene 500 500 < 2900 2,900 < 270 270 < 6700 6,700 < 28000 28,000 < 2700 2,700 < 29000 29,000 < 260 260 < 270 270Naphthalene 12,000 100,000 12,000 2,900 < 270 270 < 6700 6,700 33,000 28,000 18,000 2,700 < 29000 29,000 < 260 260 < 270 270Phenanthrene 100,000 100,000 5,100 2,900 < 270 270 8,600 6,700 < 28000 28,000 < 2700 2,700 < 29000 29,000 < 260 260 < 270 270Pyrene 100,000 100,000 4,600 2,900 < 270 270 7,000 6,700 < 28000 28,000 < 2700 2,700 < 29000 29,000 < 260 260 < 270 270

    Notes:** - 6 NYCRR Part 375-6 Remedial Program Soil Cleanup ObjectivesND - Not-detectedRL - Reporting LimitBold/highlighted- Indicated exceedance of the NYSDEC UUSCO Guidance ValueBold/highlighted- Indicated exceedance of the NYSDEC RRSCO Guidance Value

    B8 6-8

    µg/Kg

    B7 6-8

    µg/Kg

    B6 6-8

    µg/Kg

    B2 6-8 B3 6-8 B4 6-8

    µg/Kg µg/Kg µg/Kg

    B5 6-8

    µg/KgCOMPOUND

    NYSDEC Part 375.6 Unrestricted Use Soil Cleanup Objectives µg/Kg

    B1 6-8NYDEC Part 375.6 Restricted Residential

    Soil Cleanup Objectives*

  • TABLE 3808 East 139th Street,

    Bronx, New YorkGrounwater Analytical ResultsVolatile Organic Compounds

    Result RL Result RL Result RL Result RL Result RL Result RL Result RL Result RL

    1,1,1,2-Tetrachlorothane 5 < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 21,1,1-Trichloroethane 5 < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 21,1,2,2-Tetrachloroethane 5 < 50 50 < 2.5 2.5 < 5.0 5 < 10 10 < 5.0 5 < 10 10 < 2.5 2.5 < 1.0 11,1,2-Trichloroethane 1 < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 21,1-Dichloroethane 5 < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 21,1-Dichloroethene 5 170 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 21,1-Dichloropropene < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 21,2,3-Trichlorobenzene < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 21,2,3-Trichloropropane < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 21,2,4-Trichlorobenzene < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 21,2,4-Trimethylbenzene 5 230 100 24 5 650 40 3,000 100 1,900 100 1,700 500 15 5 < 2.0 21,2-Dibromo-3-chloropropane < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 21,2-Dibromoethane < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 21,2-Dichlorobenzene < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 21,2-Dichloroethane 0.6 < 60 60 < 3.0 3 < 6.0 6 < 12 12 < 6.0 6 < 12 12 < 3.0 3 < 1.2 1.21,2-Dichloropropane 0.94 < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 21,3,5-Trimethylbenzene 5 < 100 100 < 5.0 5 130 40 530 20 590 100 530 20 7.1 5 < 2.0 21,3-Dichlorobenzene < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 21,3-Dichloropropane < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 21,4-Dichlorobenzene < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 22,2-Dichloropropane < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 22-Chlorotoluene < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 22-Hexanone (Methyl Butyl Ketone) < 500 500 < 25 25 < 50 50 < 100 100 < 50 50 < 100 100 < 25 25 < 10 102-Isopropyltoluene < 100 100 38 5 82 40 42 20 28 10 43 20 26 5 < 2.0 24-Chlorotoluene < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 24-Methyl-2-Pentanone < 500 500 < 25 25 < 50 50 < 100 100 < 50 50 < 100 100 < 25 25 < 10 10Acetone 50 < 2500 2,500 < 130 130 < 250 250 < 500 500 < 250 250 < 500 500 < 130 130 < 50 50Acrylonitrile < 500 500 < 25 25 < 50 50 < 100 100 < 50 50 < 100 100 < 25 25 < 10 10Benzene 1 < 70 70 < 3.5 3.5 < 7.0 7 16 14 12 7 < 14 14 < 3.5 3.5 3.9 1.4Bromobenzene < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 2Bromochloromethane 5 < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 2Bromodichloromethane < 50 50 < 2.5 2.5 < 5.0 5 < 10 10 < 5.0 5 < 10 10 < 2.5 2.5 < 1.0 1Bromoform < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 2Bromomethane 5 < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 2Carbon Disulfide < 500 500 < 25 25 < 50 50 < 100 100 < 50 50 < 100 100 < 25 25 < 10 10Carbon tetrachloride 5 < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 2Chlorobenzene < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 2Chloroethane < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 2Chloroform 7 < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 2Chloromethane < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 2cis-1,2-Dichloroethene 5 69,000 4,000 12 5 140 10 890 100 2,300 100 16,000 1,000 < 5.0 5 2.2 2cis-1,3-Dichloropropene < 40 40 < 2.0 2 < 4.0 4 < 8.0 8 < 4.0 4 < 8.0 8 < 2.0 2 < 0.80 0.8Dibromochloromethane < 50 50 < 2.5 2.5 < 5.0 5 < 10 10 < 5.0 5 < 10 10 < 2.5 2.5 < 1.0 1Dibromoethane < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 2Dibromomethane < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 2Ethylbenzene 5 < 100 100 11 5 89 10 180 20 270 10 100 20 < 5.0 5 < 2.0 2Hexachlorobutadiene < 40 40 < 2.0 2 < 4.0 4 < 8.0 8 < 4.0 4 < 8.0 8 < 2.0 2 < 0.80 0.8Isopropylbenzene 5 < 100 100 140 5 180 40 110 20 110 10 90 20 51 5 < 2.0 2m&p-Xylenes 5 < 100 100 < 5.0 5 59 10 460 20 760 100 340 20 < 5.0 5 < 2.0 2Methyl Ethyl Ketone (2-Butanone) < 500 500 < 25 25 < 50 50 < 100 100 < 50 50 < 100 100 < 25 25 < 10 10Methyl t-butyl ether (MTBE) < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 3.7 2Methylene chloride < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 2Naphthalene 5 < 100 100 180 25 30 10 210 20 270 100 380 20 11 5 < 2.0 2n-Butylbenzene 5 < 100 100 54 5 250 40 140 20 71 10 100 20 55 5 < 2.0 2n-Propylbenzene 5 < 100 100 270 25 400 40 210 20 190 10 160 20 110 5 < 2.0 2o-Xylene 5 < 100 100 < 5.0 5 77 10 340 20 370 10 340 20 < 5.0 5 < 2.0 2p-Isopropyltoluene 5 < 100 100 < 5.0 5 67 40 120 20 85 10 130 20 < 5.0 5 < 2.0 2sec-Butylbenzene 5 < 100 100 85 5 240 40 130 20 76 10 100 20 < 5.0 5 6.5 2Styrene < 100 100 < 5.0 5 < 10 10 < 20 20 12 10 < 20 20 < 5.0 5 < 2.0 2tert-Butylbenzene 5 < 100 100 17 5 12 10 < 20 20 11 10 < 20 20 12 5 < 2.0 2Tetrachloroethene 5 55,000 2,000 21 5 1,200 40 26 20 16 10 < 20 20 < 5.0 5 < 2.0 2Tetrahydrofuran (THF) < 250 250 < 13 13 < 25 25 < 50 50 < 25 25 < 50 50 < 13 13 < 5.0 5Toluene 5 < 100 100 < 5.0 5 10 10 80 20 68 10 46 20 < 5.0 5 < 2.0 2Total Xylenes 5 < 200 200 < 10 10 136 20 800 40 1,130 200 680 40 < 10 10 < 4.0 4trans-1,2-Dichloroethene 5 120 100 < 5.0 5 < 10 10 < 20 20 < 10 10 38 20 < 5.0 5 < 2.0 2trans-1,3-Dichloropropene < 40 40 < 2.0 2 < 4.0 4 < 8.0 8 < 4.0 4 < 8.0 8 < 2.0 2 < 0.80 0.8trabs-1,4-dichloro-2-butene < 500 500 < 25 25 < 50 50 < 100 100 < 50 50 < 100 100 < 25 25 < 10 10Trichloroethene 5 21,000 2,000 < 5.0 5 170 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 2Trichlorofluoromethane < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 2Trichlorotrifluoroethane < 100 100 < 5.0 5 < 10 10 < 20 20 < 10 10 < 20 20 < 5.0 5 < 2.0 2Vinyl Chloride 2 770 100 < 5.0 5 29 10 32 20 130 10 310 20 < 5.0 5 45 2Total PVOC ConcentrationTotal CVOCs Concentration

    Notes:ND - Not detectedBold/highlighted- Indicated exceedance of the NYSDEC Groundwater Standard

    CompoundGW3

    µg/LNYSDEC Groundwater

    Quality Standards

    GW1 GW2

    µg/Lµg/L

    GW7

    µg/L

    GW4

    µg/L

    GW5

    µg/L

    GW8

    µg/L

    230 819 2,276 5,568 4,823 4,059

    GW6

    µg/L

    236 14146,060 33 1,539 948 2,446 16,310 0 47

  • 808 East 139th Street Bronx, NY Subsurface Investigation Report

    Environmental Business Consultants EEBB CC 1808 Middle Country Road

    Ridge, NY 11961

    Phone 631.504.6000 Fax 631.924.2870

    FIGURES

  • EEBBCCEnvironmental Business Consultants

    Phone 631.504.6000Fax 631. 924 .2870

    FIGURE 1 Site Location Map

    USGS Brooklyn Quadrangle 1995, Contour Interval = 10 feet

    SITE LOCATION

    BRONX, NY808 EAST 139TH STREET

  • EEBBCCEnvironmental Business Consultants

    Phone 631.504.6000Fax 631. 924 .2870

    Site Name:

    Site Address:

    Drawing Title:

    Figure No.2

    HISTORIC DRYCLEANER & AUTO REPAIR

    KEY

    Property Boundary

    Soil & Groundwater Sampling LocationBx/GWx

    E. 139TH STREET

    LOT 84

    LOT 44

    0

    1 inch = 25 feet

    25155

    SCALE

    SIDEWALK

    LOT 89

    B4/GW4B5/GW5

    B6/GW6

    B8/GW8B7/GW7

    LOT 36

    B2/GW2 B3/GW3

    B1/GW1

    FUEL

    VARNOLINE UST AREA

    BOILER ROOM

    AUTOREPAIR

    DRYINGROOM

    WASH ROOM

    PRESSING

    SHIPPING/RECEIVING

    OILUST

    GASOLINE TANKNOTED ON SANBORN MAPS

    Approximate UST Area

    SITE PLAN

    808 E. 139TH STREET, BRONX, NY

  • 808 East 139th Street Bronx, NY Subsurface Investigation Report

    Environmental Business Consultants EEBB CC 1808 Middle Country Road

    Ridge, NY 11961

    Phone 631.504.6000 Fax 631.924.2870

    APPENDIX A GEOPHYSICAL ENGINEERING

    SURVEY REPORT

  • GEOPHYSICAL ENGINEERING SURVEY REPORT COMMERCIAL PROPERTY / BUILDING 808 East 139th Street, Bronx, New York 10454

    NOVA PROJECT NUMBER 13-0804

    DATED December 17, 2013

    PREPARED FOR: Environmental Business Consultants Ph: 631.504.6000 Fax: 631.924.2870

    PREPARED BY:

  • NOVA GEOPHYSICAL SERVICES SUBSURFACE MAPPING SOLUTIONS 56-1 Marathon Parkway, # 765, Douglaston, New York 11362 Ph. 347-556-7787 Fax. 718-261-1527 www.nova-gsi.com

    December 17, 2013

    Kevin Brussee Project Manager Environmental Business Consultants Ph: 631.504.6000 ext. 114 Fax: 631.924.2870 Cell: 631.338-1749 [email protected]

    Re: Geophysical Survey Report

    Commercial Property 808 East 139th Street Bronx, New York 10454

    Dear Mr. Brussee:

    Nova Geophysical Services (NOVA) is pleased to provide findings of our geophysical surveys at the above referenced project sites located at 8 08 Ea s t 1 3 9 t h S t re e t , Bronx, New York (the “Site”). Please see attached Geophysical Survey map for more details.

    INTRODUCTION TO GEOPHYSICAL SURVEY

    NOVA performed Geophysical surveys consisting of Ground Penetrating Radar (GPR), Electromagnetic (EM) surveys and comprehensive subsurface utility (CSUL) surveys at the project Site. The purpose of this survey is to verify anomalies; underground storage tanks (USTs) that maybe located at the project site on December 10th, 2013.

    The equipment selected for this investigation will be included a CSUL Pipe and Cable Locator (an magnetic detector), Electromagnetic detector (Geonics EM61), Noggin’s 250 MHz ground- penetrating radar (GPR) units.

    A GPR system consists of a radar control unit, control cable and a transducer (antenna). The control unit transmits a trigger pulse at a normal repetition rate of 250 MHz. The trigger pulse is sent to the transmitter electronics in the transducer via the control cable. The transmitter electronics amplify the trigger pulses into bipolar pulses that are radiated to the surface. The transformed

    GPR, Magnetics, Electromagnetics, Seismic, Resistivity, Utility Location, Borehole Logging & Camera

    http://www.nova-gsi.com/mailto:[email protected]

  • GEOPHYSICAL SURVEY REPORT Environmental Business Consultants Commercial Property 808 East 139th Street Bronx, New York 10454

    pulses vary in shape and frequency according to the transducer used. In the subsurface, variations of the signal occur at boundaries where there is a dielectric contrast (void, steel, soil type, etc.). Signal reflections travel back to the control unit and are represented as color graphic images for interpolation.

    GEOPHYSICAL METHODS

    The project site was first screened using the Geonics(tm) electromagnetic detector by carrying the instrument over the boring locations at the site in 5' x 5' traverses. When evidence of anomalies were observed, the Ditch-witch(tm) utility locator was then used to determine if the anomalies were utilities or other large sub-surface metal objects. Finally, GPR profiles were collected over each metal-detector anomaly and inspected for reflections, which could be indicative of major anomalies.

    GPR data profiles were collected for the areas of the Site specified by the client. The surveyed area consisted of paved areas (sidewalk and private property).

    DATA PROCESSING

    In order to improve the quality of the results and to better identify subsurface anomalies NOVA processed the collected data. The processes flow is briefly described at this section.

    Step 1. Import raw RAMAC data to standard processing format

    Step 2. Remove instrument noise (dewow) GPR, Magnetics, Electromagnetics, Seismic, Resistivity, Utility Location, Borehole Logging & Camera

  • GEOPHYSICAL SURVEY REPORT Environmental Business Consultants Commercial Property 808 East 139th Street Bronx, New York 10454

    Step 3. Correct for attenuation losses (energy decay function)

    Step 4. Remove static from bottom of profile (time cut)

    GPR, Magnetics, Electromagnetics, Seismic, Resistivity, Utility Location, Borehole Logging & Camera

  • GEOPHYSICAL SURVEY REPORT Environmental Business Consultants Commercial Property 808 East 139th Street Bronx, New York 10454

    Step 5. Mute horizontal ringing/noise (subtracting average)

    The above example shows the significance of data processing. The last image (step 5) has higher resolution than the starting image (raw data – step 1) and describes the subsurface anomalies more accurately.

    PHYSICAL SETTINGS

    Nova observed following physical conditions at the time of the survey:

    The weather: Snow.

    Temp: 33 degrees.

    Surface: Concrete paved areas (sidewalk and private property).

    Geophysical Noise Level (GNL): Geophysical Noise Level (GNL) was medium to high at the time of the survey due to on site business settings concrete floor with reinforcements at the time of the survey.

    GPR, Magnetics, Electromagnetics, Seismic, Resistivity, Utility Location, Borehole Logging & Camera

  • GEOPHYSICAL SURVEY REPORT Environmental Business Consultants Commercial Property 808 East 139th Street Bronx, New York 10454

    RESULTS

    The results of the geophysical survey identified following anomalies located at the project Site:

    • Geophysical survey identified a total of seven vent pipes located within the project site building. Further delineation of these pipes with the GPR and CSUL indicated that they were attached to anomalies (USTs) located within the project site building. However, due to excessive geophysical noise activities and no access (limited) at the time of the survey, NOVA could not verify the anomalies (USTs).

    • Geophysical survey identified scattered anomalies located underneath the sidewalk facing West Street. Based on their reflection rates and physical evidences, none of these anomalies were consistent with any major substructures such as USTs.

    • Geophysical survey identified an area with scattered reflection located within the former boiler room of the project site. This area was confirmed to be the location of the fuel oil UST that was reportedly closed in place.

    • Geophysical survey identified subsurface utility pipes (electric, gas, sewer, water, etc.)

    located along the no rth side of the project area facing East 139 t h S treet.

    • Geophysical Survey Plan portrays the areas investigated during the geophysical survey.

    If you have any questions please do not hesitate to contact the undersigned. Sincerely,

    NOVA Geophysical Services

    Levent Eskicakit, P.G., E.P. Project Engineer

    Attachments: Figure 1 Site Location Map Geophysical Survey Plan

    GPR, Magnetics, Electromagnetics, Seismic, Resistivity, Utility Location, Borehole Logging & Camera

  • FIGURE 1 SITE LOCATION MAP

    SITE: Commercial Property808 East 139th StreetBronx, NY 10454

    SCALE: See Map

    Subsurface Mapping Solutions56-01 Marathon Pkwy, PO Box 765, Douglaston, NY11362

    (718) 261-1527 Fax (718) 261-1528www.nova-gsi.com

    NOVA Geophysical Services

    N

    http://www.nova-gsi.com/

  • Subsurface Mapping Solutions56-01 Marathon Parkway, # 765

    Douglaston, New York11362Phone (347) 556-7787 * Fax (718) 261-1527

    www.nova-gsi.com

    SITE: 808 East 139th Street, Bronx, NYCLIENT: Environmental Business ConsultantsSCALE: Not To ScaleDATE : 12/10/13

    GEOPHYSICAL SURVEY SITE PLAN INFORMATION

    GPR / EM Surveyed AreaUnderground Piping (Sewer, Electric, and gas)

    Vent Pipes

    Scattered/ Anomaly

    Major Anomaly Geophysical Noise / No Survey was performed

    http://www.nova-gsi.com/

  • 808 East 139th Street Bronx, NY Subsurface Investigation Report

    Environmental Business Consultants EEBB CC 1808 Middle Country Road

    Ridge, NY 11961

    Phone 631.504.6000 Fax 631.924.2870

    APPENDIX B BORING LOGS

  • Geologic Boring Log Details

    Site Elevation Datum

    Site Name: TAG1318 DTW Ground Elevation

    Drilling Company: Method:Eastern Environmental Solutions Geoprobe Well SpecificationsDate Started:

    NoneCompletion Depth:15 Feet Kevin Waters

    DEPTH SAMPLES(ft below Reco- Blow SOIL DESCRIPTIONgrade) very per PID

    (in.) 6 in. (ppm)

    0

    5

    10

    15

    (ft. from grade.)Date

    808 E. 139th Street, Bronx, New York

    Date Completed:

    Address:

    to

    B1Location: Depth to Water

    Groundwater depth

    Performed in the center of the Site.

    303" - Brown grey silt.

    0-70

    (NTS)

    ~7'

    12/10/2013 12/10/2013Geologist

    B1

    *Collected GW sample GW1

    45" - Black/grey sandy silt.*Retained soil sample B1(6-8)

    27" - Brown/Black sand with rock and gravel.

    8" - Grey to black sand with pebbles.32" - Black and grey silty sand.

    45 0 -4,000

    40 300 -9,400to

    to

    EB CEB C ENVIRONMENTAL BUSINESS CONSULTANTS

  • Geologic Boring Log Details

    Site Elevation Datum

    Site Name: TAG1318 DTW Ground Elevation

    Drilling Company: Method:Eastern Environmental Solutions Geoprobe Well SpecificationsDate Started:

    NoneCompletion Depth:10 Feet Kevin Waters

    DEPTH SAMPLES(ft below Reco- Blow SOIL DESCRIPTIONgrade) very per PID

    (in.) 6 in. (ppm)

    0

    5

    10

    to 40 0-400

    30" - Brown/Black sand with rock and fill.

    28" - Black sand with rock and fill.12" - Grey/Black silty clay.

    *Collected GW sample GW2

    *Retained soil sample B2(6-8)

    (NTS)

    ~7'

    12/10/2013 12/10/2013Geologist

    B2

    to

    B2Location: Depth to Water

    Groundwater depth

    Performed in northern portion of Site.

    303" - Brown grey silt.

    0 - 3

    (ft. from grade.)Date

    808 E. 139th Street, Bronx, New York

    Date Completed:

    Address:

    EB CEB C ENVIRONMENTAL BUSINESS CONSULTANTS

  • Geologic Boring Log Details

    Site Elevation Datum

    Site Name: TAG1318 DTW Ground Elevation

    Drilling Company: Method:Eastern Environmental Solutions Geoprobe Well SpecificationsDate Started:

    NoneCompletion Depth:10 Feet Kevin Waters

    DEPTH SAMPLES(ft below Reco- Blow SOIL DESCRIPTIONgrade) very per PID

    (in.) 6 in. (ppm)

    0

    5

    10

    (ft. from grade.)Date

    808 E. 139th Street, Bronx, New York

    Date Completed:

    Address:

    to

    B3Location: Depth to Water

    Groundwater depth

    Performed in northern portion of Site.

    33 0 - 50

    (NTS)

    ~7'

    12/10/2013 12/10/2013Geologist

    B3

    *Collected GW sample GW3

    *Retained soil sample B3(6-8)

    33" - Black sandy silt with rock.

    15" - Brown/Black sand with rock.25" - Black/Grey silty sand and clay.

    40 50 - 500to

    EB CEB C ENVIRONMENTAL BUSINESS CONSULTANTS

  • Geologic Boring Log Details

    Site Elevation Datum

    Site Name: TAG1318 DTW Ground Elevation

    Drilling Company: Method:Eastern Environmental Solutions Geoprobe Well SpecificationsDate Started:

    NoneCompletion Depth:10 Feet Kevin Waters

    DEPTH SAMPLES(ft below Reco- Blow SOIL DESCRIPTIONgrade) very per PID

    (in.) 6 in. (ppm)

    0

    5

    10

    to 45 70 - 500

    28" - Brown/Black sand with rock and some brick.

    45" - Black/Grey sandy silt with some clay.

    *Collected GW sample GW4

    *Retained soil sample B4(6-8)

    (NTS)

    ~7'

    12/10/2013 12/10/2013Geologist

    B4

    to

    B4Location: Depth to Water

    Groundwater depth

    Performed in northern portion of Site.

    28 0-70

    (ft. from grade.)Date

    808 E. 139th Street, Bronx, New York

    Date Completed:

    Address:

    EB CEB C ENVIRONMENTAL BUSINESS CONSULTANTS

  • Geologic Boring Log Details

    Site Elevation Datum

    Site Name: TAG1318 DTW Ground Elevation

    Drilling Company: Method:Eastern Environmental Solutions Geoprobe Well SpecificationsDate Started:

    NoneCompletion Depth:10 Feet Kevin Waters

    DEPTH SAMPLES(ft below Reco- Blow SOIL DESCRIPTIONgrade) very per PID

    (in.) 6 in. (ppm)

    0

    5

    10

    (ft. from grade.)Date

    808 E. 139th Street, Bronx, New York

    Date Completed:

    Address:

    to

    B5Location: Depth to Water

    Groundwater depth

    Performed in northern portion of Site.

    40 0-300

    (NTS)

    ~7'

    12/10/2013 12/10/2013Geologist

    B5

    *Collected GW sample GW5

    *Retained soil sample B5(6-8)

    28" - Brown/Black sandy silt with rock and some brick.

    40" - Black/Grey sandy silt with some clay.

    40 300 - 700to

    EB CEB C ENVIRONMENTAL BUSINESS CONSULTANTS

  • Geologic Boring Log Details

    Site Elevation Datum

    Site Name: TAG1318 DTW Ground Elevation

    Drilling Company: Method:Eastern Environmental Solutions Geoprobe Well SpecificationsDate Started:

    NoneCompletion Depth:10 Feet Kevin Waters

    DEPTH SAMPLES(ft below Reco- Blow SOIL DESCRIPTIONgrade) very per PID

    (in.) 6 in. (ppm)

    0

    5

    10

    to 12 N/A

    36" - Brown/Black sandy silt with rock and some brick.

    12" - Black/Grey sandy silt with some clay.

    *Collected GW sample GW6

    *Retained soil sample B6(6-8)

    (NTS)

    ~7'

    12/10/2013 12/10/2013Geologist

    B6

    to

    B6Location: Depth to Water

    Groundwater depth

    Performed in northern portion of Site.

    382" - Black sand.

    N/A

    (ft. from grade.)Date

    808 E. 139th Street, Bronx, New York

    Date Completed:

    Address:

    EB CEB C ENVIRONMENTAL BUSINESS CONSULTANTS

  • Geologic Boring Log Details

    Site Elevation Datum

    Site Name: TAG1318 DTW Ground Elevation

    Drilling Company: Method:Eastern Environmental Solutions Geoprobe Well SpecificationsDate Started:

    NoneCompletion Depth:10 Feet Kevin Waters

    DEPTH SAMPLES(ft below Reco- Blow SOIL DESCRIPTIONgrade) very per PID

    (in.) 6 in. (ppm)

    0

    5

    10

    (ft. from grade.)Date

    808 E. 139th Street, Bronx, New York

    Date Completed:

    Address:

    to

    B7Location: Depth to Water

    Groundwater depth

    Performed in northern portion of Site.

    4131" - Brown sandy silt.

    N/A

    (NTS)

    ~7'

    12/10/2013 12/10/2013Geologist

    B7

    *Collected GW sample GW7

    *Retained soil sample B7(6-8)

    10" - Brown sand with brick and fill.

    49" - Black/Grey samdy silt with clay.1" - Black Sands

    50 N/Ato

    EB CEB C ENVIRONMENTAL BUSINESS CONSULTANTS

  • Geologic Boring Log Details

    Site Elevation Datum

    Site Name: TAG1318 DTW Ground Elevation

    Drilling Company: Method:Eastern Environmental Solutions Geoprobe Well SpecificationsDate Started:

    NoneCompletion Depth:10 Feet Kevin Waters

    DEPTH SAMPLES(ft below Reco- Blow SOIL DESCRIPTIONgrade) very per PID

    (in.) 6 in. (ppm)

    0

    5

    10

    to 48 50 - 400

    45" - Brown sandy silt with rock and fill.

    48" - Brown/Black sandy silt with clay.

    *Collected GW sample GW8

    *Retained soil sample B8(6-8)

    (NTS)

    ~7'

    12/10/2013 12/10/2013Geologist

    B8

    to

    B8Location: Depth to Water

    Groundwater depth

    Performed in northern portion of Site.

    45 0-20

    (ft. from grade.)Date

    808 E. 139th Street, Bronx, New York

    Date Completed:

    Address:

    EB CEB C ENVIRONMENTAL BUSINESS CONSULTANTS

  • 808 East 139th Street Bronx, NY Subsurface Investigation Report

    Environmental Business Consultants EEBB CC 1808 Middle Country Road

    Ridge, NY 11961

    Phone 631.504.6000 Fax 631.924.2870

    APPENDIX C LABORATORY REPORTS

  • BF88701 - BF88708

    Friday, December 20, 2013

    Sample ID#s:

    Attn: Mr. Charles B. Sosik, P.G.Environmental Business Consultants1808 Middle Country RdRidge NY 11961-2406

    Project ID: 808 139TH ST., BRONX

    Sincerely yours,

    Laboratory DirectorPhyllis Shiller

    If you have any questions concerning this testing, please do not hesitate to contact Phoenix Client Services at ext. 200.

    NELAC - #NY11301CT Lab Registration #PH-0618MA Lab Registration #MA-CT-007ME Lab Registration #CT-007NH Lab Registration #213693-A,B

    NJ Lab Registration #CT-003NY Lab Registration #11301PA Lab Registration #68-03530RI Lab Registration #63VT Lab Registration #VT11301

    This laboratory is in compliance with the NELAC requirements of procedures used except where indicated.

    This report contains results for the parameters tested, under the sampling conditions described on the Chain Of Custody, as received by the laboratory.

    All soils, solids and sludges are reported on a dry weight basis unless otherwise noted in the sample comments.

    A scanned version of the COC form accompanies the analytical report and is an exact duplicate of the original.

    587 East Middle Turnpike, P.O. Box 370, Manchester, CT 06040Telephone (860) 645-1102 Fax (860) 645-0823

  • SDG CommentsDecember 20, 2013

    587 East Middle Turnpike, P.O.Box 370, Manchester, CT 06045 Tel. (860) 645-1102 Fax (860) 645-0823

    Environmental Laboratories, Inc.

    SDG I.D.: GBF88701

    BF88701 - Client provided soil jar for volatile analysis. Phoenix prepared sample per method 5035.

    BF88702 - Client provided soil jar for volatile analysis. Phoenix prepared sample per method 5035.

    BF88703 - Client provided soil jar for volatile analysis. Phoenix prepared sample per method 5035.

    BF88704 - Client provided soil jar for volatile analysis. Phoenix prepared sample per method 5035.

    BF88705 - Client provided soil jar for volatile analysis. Phoenix prepared sample per method 5035.

    BF88706 - Client provided soil jar for volatile analysis. Phoenix prepared sample per method 5035.

    BF88707 - Client provided soil jar for volatile analysis. Phoenix prepared sample per method 5035.

    BF88708 - Client provided soil jar for volatile analysis. Phoenix prepared sample per method 5035.

  • Sample Information Custody InformationMatrix:Location Code:Rush Request:P.O.#:

    Collected by:Received by:Analyzed by:

    SOILEBC72 Hour

    12/10/13LBsee "By" below

    Laboratory Data

    B1 6-8

    Phoenix ID: BF88701

    12/13/138:00

    17:06

    Parameter ResultRL/PQL Units Date/Time By Reference

    FOR: Attn: Mr. Charles B. Sosik, P.G.Environmental Business Consultants1808 Middle Country RdRidge NY 11961-2406

    Analysis ReportDecember 20, 2013

    Date Time

    587 East Middle Turnpike, P.O.Box 370, Manchester, CT 06045 Tel. (860) 645-1102 Fax (860) 645-0823

    Environmental Laboratories, Inc.

    SDG ID: GBF88701

    Client ID:Project ID: 808 139TH ST., BRONX

    79Percent Solid 12/13/13 I E160.3%CompletedSoil Extraction SVOA PAH 12/13/13 JJ/FV SW3545

    VolatilesND1,1,1,2-Tetrachloroethane 6300 12/17/13 HM SW8260ug/KgND1,1,1-Trichloroethane 6300 12/17/13 HM SW8260ug/KgND1,1,2,2-Tetrachloroethane 6300 12/17/13 HM SW8260ug/KgND1,1,2-Trichloroethane 6300 12/17/13 HM SW8260ug/KgND1,1-Dichloroethane 6300 12/17/13 HM SW8260ug/KgND1,1-Dichloroethene 6300 12/17/13 HM SW8260ug/KgND1,1-Dichloropropene 6300 12/17/13 HM SW8260ug/KgND1,2,3-Trichlorobenzene 6300 12/17/13 HM SW8260ug/KgND1,2,3-Trichloropropane 6300 12/17/13 HM SW8260ug/KgND1,2,4-Trichlorobenzene 6300 12/17/13 HM SW8260ug/Kg

    460001,2,4-Trimethylbenzene 6300 12/17/13 HM SW8260ug/KgND1,2-Dibromo-3-chloropropane 6300 12/17/13 HM SW8260ug/KgND1,2-Dibromoethane 6300 12/17/13 HM SW8260ug/KgND1,2-Dichlorobenzene 6300 12/17/13 HM SW8260ug/KgND1,2-Dichloroethane 6300 12/17/13 HM SW8260ug/KgND1,2-Dichloropropane 6300 12/17/13 HM SW8260ug/Kg

    180001,3,5-Trimethylbenzene 6300 12/17/13 HM SW8260ug/KgND1,3-Dichlorobenzene 6300 12/17/13 HM SW8260ug/KgND1,3-Dichloropropane 6300 12/17/13 HM SW8260ug/KgND1,4-Dichlorobenzene 6300 12/17/13 HM SW8260ug/KgND2,2-Dichloropropane 6300 12/17/13 HM SW8260ug/KgND2-Chlorotoluene 6300 12/17/13 HM SW8260ug/KgND2-Hexanone 32000 12/17/13 HM SW8260ug/KgND2-Isopropyltoluene 6300 12/17/13 HM SW8260ug/Kg 1

    Page 1 of 24 Ver 1

  • B1 6-8Phoenix I.D.: BF88701

    Client ID:808 139TH ST., BRONXProject ID:

    Parameter ResultRL/PQL Units Date/Time By Reference

    ND4-Chlorotoluene 6300 12/17/13 HM SW8260ug/KgND4-Methyl-2-pentanone 32000 12/17/13 HM SW8260ug/KgNDAcetone 32000 12/17/13 HM SW8260ug/KgNDAcrylonitrile 13000 12/17/13 HM SW8260ug/KgNDBenzene 6300 12/17/13 HM SW8260ug/KgNDBromobenzene 6300 12/17/13 HM SW8260ug/KgNDBromochloromethane 6300 12/17/13 HM SW8260ug/KgNDBromodichloromethane 6300 12/17/13 HM SW8260ug/KgNDBromoform 6300 12/17/13 HM SW8260ug/KgNDBromomethane 6300 12/17/13 HM SW8260ug/KgNDCarbon Disulfide 6300 12/17/13 HM SW8260ug/KgNDCarbon tetrachloride 6300 12/17/13 HM SW8260ug/KgNDChlorobenzene 6300 12/17/13 HM SW8260ug/KgNDChloroethane 6300 12/17/13 HM SW8260ug/KgNDChloroform 6300 12/17/13 HM SW8260ug/KgNDChloromethane 6300 12/17/13 HM SW8260ug/Kg

    22000cis-1,2-Dichloroethene 6300 12/17/13 HM SW8260ug/KgNDcis-1,3-Dichloropropene 6300 12/17/13 HM SW8260ug/KgNDDibromochloromethane 6300 12/17/13 HM SW8260ug/KgNDDibromomethane 6300 12/17/13 HM SW8260ug/KgNDDichlorodifluoromethane 6300 12/17/13 HM SW8260ug/KgNDEthylbenzene 6300 12/17/13 HM SW8260ug/KgNDHexachlorobutadiene 6300 12/17/13 HM SW8260ug/KgNDIsopropylbenzene 6300 12/17/13 HM SW8260ug/Kg

    6500m&p-Xylene 6300 12/17/13 HM SW8260ug/KgNDMethyl Ethyl Ketone 32000 12/17/13 HM SW8260ug/KgNDMethyl t-butyl ether (MTBE) 13000 12/17/13 HM SW8260ug/KgNDMethylene chloride 6300 12/17/13 HM SW8260ug/KgNDNaphthalene 6300 12/17/13 HM SW8260ug/Kg

    8900n-Butylbenzene 6300 12/17/13 HM SW8260ug/Kg10000n-Propylbenzene 6300 12/17/13 HM SW8260ug/Kg

    NDo-Xylene 6300 12/17/13 HM SW8260ug/KgNDp-Isopropyltoluene 6300 12/17/13 HM SW8260ug/Kg

    8300sec-Butylbenzene 6300 12/17/13 HM SW8260ug/KgNDStyrene 6300 12/17/13 HM SW8260ug/KgNDtert-Butylbenzene 6300 12/17/13 HM SW8260ug/Kg

    10000000Tetrachloroethene 3200000 12/18/13 HM SW8260ug/KgNDTetrahydrofuran (THF) 13000 12/17/13 HM SW8260ug/Kg 1NDToluene 6300 12/17/13 HM SW8260ug/Kg

    6500Total Xylenes 6300 12/17/13 HM SW8260ug/KgNDtrans-1,2-Dichloroethene 6300 12/17/13 HM SW8260ug/KgNDtrans-1,3-Dichloropropene 6300 12/17/13 HM SW8260ug/KgNDtrans-1,4-dichloro-2-butene 13000 12/17/13 HM SW8260ug/Kg

    570000Trichloroethene 63000 12/17/13 HM SW8260ug/KgNDTrichlorofluoromethane 6300 12/17/13 HM SW8260ug/KgNDTrichlorotrifluoroethane 6300 12/17/13 HM SW8260ug/KgNDVinyl chloride 6300 12/17/13 HM SW8260ug/Kg

    QA/QC Surrogates102% 1,2-dichlorobenzene-d4 12/17/13 HM 70 - 130 %%

    Page 2 of 24 Ver 1

  • B1 6-8Phoenix I.D.: BF88701

    Client ID:808 139TH ST., BRONXProject ID:

    Parameter ResultRL/PQL Units Date/Time By Reference

    106% Bromofluorobenzene 12/17/13 HM 70 - 130 %%93% Dibromofluoromethane 12/17/13 HM 70 - 130 %%109% Toluene-d8 12/17/13 HM 70 - 130 %%

    Semivolatiles-STARS/CP-51NDAcenaphthene 2900 12/17/13 DD SW 8270ug/KgNDAcenaphthylene 2900 12/17/13 DD SW 8270ug/KgNDAnthracene 2900 12/17/13 DD SW 8270ug/KgNDBenz(a)anthracene 2900 12/17/13 DD SW 8270ug/KgNDBenzo(a)pyrene 2900 12/17/13 DD SW 8270ug/KgNDBenzo(b)fluoranthene 2900 12/17/13 DD SW 8270ug/KgNDBenzo(ghi)perylene 2900 12/17/13 DD SW 8270ug/KgNDBenzo(k)fluoranthene 2900 12/17/13 DD SW 8270ug/KgNDChrysene 2900 12/17/13 DD SW 8270ug/KgNDDibenz(a,h)anthracene 2900 12/17/13 DD SW 8270ug/Kg

    4900Fluoranthene 2900 12/17/13 DD SW 8270ug/KgNDFluorene 2900 12/17/13 DD SW 8270ug/KgNDIndeno(1,2,3-cd)pyrene 2900 12/17/13 DD SW 8270ug/Kg

    12000Naphthalene 2900 12/17/13 DD SW 8270ug/Kg5100Phenanthrene 2900 12/17/13 DD SW 8270ug/Kg4600Pyrene 2900 12/17/13 DD SW 8270ug/Kg

    QA/QC Surrogates*Diluted Out% 2-Fluorobiphenyl 12/17/13 DD 30 - 130 %%*Diluted Out% Nitrobenzene-d5 12/17/13 DD 30 - 130 %%*Diluted Out% Terphenyl-d14 12/17/13 DD 30 - 130 %%

    Comments:

    This sample was not collected in accordance with EPA method 5035. NELAC requires the laboratory to qualify the volatile soil data as biased low.

    Elevated reporting limits for volatiles due to the presence of target and non-target compounds.

    * Due to a matrix interference and/or the presence of a large amount of non-target material in the sample, an elevated RL was reported for the semivolatile analysis.

    All soils, solids and sludges are reported on a dry weight basis unless otherwise noted in the sample comments.

    Phyllis Shiller, Laboratory DirectorDecember 20, 2013

    1 = This parameter is not certified by NY NELAC for this matrix. NY NELAC does not offer certification for all parameters at this time.

    If there are any questions regarding this data, please call Phoenix Client Services at extension 200.This report must not be reproduced except in full as defined by the attached chain of custody.

    Reviewed and Released by: Greg Lawrence, Assistant Lab Director

    RL/PQL=Reporting/Practical Quantitation Level (Equivalent to NELAC LOQ, Limit of Quanitation) ND=Not Detected BRL=Below Reporting Level

    Page 3 of 24 Ver 1

  • Sample Information Custody InformationMatrix:Location Code:Rush Request:P.O.#:

    Collected by:Received by:Analyzed by:

    SOILEBC72 Hour

    12/10/13LBsee "By" below

    Laboratory Data

    B2 6-8

    Phoenix ID: BF88702

    12/13/138:30

    17:06

    Parameter ResultRL/PQL Units Date/Time By Reference

    FOR: Attn: Mr. Charles B. Sosik, P.G.Environmental Business Consultants1808 Middle Country RdRidge NY 11961-2406

    Analysis ReportDecember 20, 2013

    Date Time

    587 East Middle Turnpike, P.O.Box 370, Manchester, CT 06045 Tel. (860) 645-1102 Fax (860) 645-0823

    Environmental Laboratories, Inc.

    SDG ID: GBF88701

    Client ID:Project ID: 808 139TH ST., BRONX

    86Percent Solid 12/13/13 I E160.3%CompletedSoil Extraction SVOA PAH 12/13/13 JJ/FV SW3545

    VolatilesND1,1,1,2-Tetrachloroethane 290 12/17/13 RM SW8260ug/KgND1,1,1-Trichloroethane 290 12/17/13 RM SW8260ug/KgND1,1,2,2-Tetrachloroethane 290 12/17/13 RM SW8260ug/KgND1,1,2-Trichloroethane 290 12/17/13 RM SW8260ug/KgND1,1-Dichloroethane 290 12/17/13 RM SW8260ug/KgND1,1-Dichloroethene 290 12/17/13 RM SW8260ug/KgND1,1-Dichloropropene 290 12/17/13 RM SW8260ug/KgND1,2,3-Trichlorobenzene 290 12/17/13 RM SW8260ug/KgND1,2,3-Trichloropropane 290 12/17/13 RM SW8260ug/KgND1,2,4-Trichlorobenzene 290 12/17/13 RM SW8260ug/KgND1,2,4-Trimethylbenzene 290 12/17/13 RM SW8260ug/KgND1,2-Dibromo-3-chloropropane 290 12/17/13 RM SW8260ug/KgND1,2-Dibromoethane 290 12/17/13 RM SW8260ug/KgND1,2-Dichlorobenzene 290 12/17/13 RM SW8260ug/KgND1,2-Dichloroethane 290 12/17/13 RM SW8260ug/KgND1,2-Dichloropropane 290 12/17/13 RM SW8260ug/KgND1,3,5-Trimethylbenzene 290 12/17/13 RM SW8260ug/KgND1,3-Dichlorobenzene 290 12/17/13 RM SW8260ug/KgND1,3-Dichloropropane 290 12/17/13 RM SW8260ug/KgND1,4-Dichlorobenzene 290 12/17/13 RM SW8260ug/KgND2,2-Dichloropropane 290 12/17/13 RM SW8260ug/KgND2-Chlorotoluene 290 12/17/13 RM SW8260ug/KgND2-Hexanone 1500 12/17/13 RM SW8260ug/Kg4902-Isopropyltoluene 290 12/17/13 RM SW8260ug/Kg 1

    Page 4 of 24 Ver 1

  • B2 6-8Phoenix I.D.: BF88702

    Client ID:808 139TH ST., BRONXProject ID:

    Parameter ResultRL/PQL Units Date/Time By Reference

    ND4-Chlorotoluene 290 12/17/13 RM SW8260ug/KgND4-Methyl-2-pentanone 1500 12/17/13 RM SW8260ug/KgNDAcetone 1500 12/17/13 RM SW8260ug/KgNDAcrylonitrile 580 12/17/13 RM SW8260ug/KgNDBenzene 290 12/17/13 RM SW8260ug/KgNDBromobenzene 290 12/17/13 RM SW8260ug/KgNDBromochloromethane 290 12/17/13 RM SW8260ug/KgNDBromodichloromethane 290 12/17/13 RM SW8260ug/KgNDBromoform 290 12/17/13 RM SW8260ug/KgNDBromomethane 290 12/17/13 RM SW8260ug/KgNDCarbon Disulfide 290 12/17/13 RM SW8260ug/KgNDCarbon tetrachloride 290 12/17/13 RM SW8260ug/KgNDChlorobenzene 290 12/17/13 RM SW8260ug/KgNDChloroethane 290 12/17/13 RM SW8260ug/KgNDChloroform 290 12/17/13 RM SW8260ug/KgNDChloromethane 290 12/17/13 RM SW8260ug/KgNDcis-1,2-Dichloroethene 290 12/17/13 RM SW8260ug/KgNDcis-1,3-Dichloropropene 290 12/17/13 RM SW8260ug/KgNDDibromochloromethane 290 12/17/13 RM SW8260ug/KgNDDibromomethane 290 12/17/13 RM SW8260ug/KgNDDichlorodifluoromethane 290 12/17/13 RM SW8260ug/KgNDEthylbenzene 290 12/17/13 RM SW8260ug/KgNDHexachlorobutadiene 290 12/17/13 RM SW8260ug/Kg480Isopropylbenzene 290 12/17/13 RM SW8260ug/KgNDm&p-Xylene 290 12/17/13 RM SW8260ug/KgNDMethyl Ethyl Ketone 1500 12/17/13 RM SW8260ug/KgNDMethyl t-butyl ether (MTBE) 580 12/17/13 RM SW8260ug/KgNDMethylene chloride 290 12/17/13 RM SW8260ug/Kg460Naphthalene 290 12/17/13 RM SW8260ug/Kg800n-Butylbenzene 290 12/17/13 RM SW8260ug/Kg720n-Propylbenzene 290 12/17/13 RM SW8260ug/KgNDo-Xylene 290 12/17/13 RM SW8260ug/KgNDp-Isopropyltoluene 290 12/17/13 RM SW8260ug/Kg

    1600sec-Butylbenzene 290 12/17/13 RM SW8260ug/KgNDStyrene 290 12/17/13 RM SW8260ug/KgNDtert-Butylbenzene 290 12/17/13 RM SW8260ug/KgNDTetrachloroethene 290 12/17/13 RM SW8260ug/KgNDTetrahydrofuran (THF) 580 12/17/13 RM SW8260ug/Kg 1NDToluene 290 12/17/13 RM SW8260ug/KgNDTotal Xylenes 290 12/17/13 RM SW8260ug/KgNDtrans-1,2-Dichloroethene 290 12/17/13 RM SW8260ug/KgNDtrans-1,3-Dichloropropene 290 12/17/13 RM SW8260ug/KgNDtrans-1,4-dichloro-2-butene 580 12/17/13 RM SW8260ug/KgNDTrichloroethene 290 12/17/13 RM SW8260ug/KgNDTrichlorofluoromethane 290 12/17/13 RM SW8260ug/KgNDTrichlorotrifluoroethane 290 12/17/13 RM SW8260ug/KgNDVinyl chloride 290 12/17/13 RM SW8260ug/Kg

    QA/QC Surrogates105% 1,2-dichlorobenzene-d4 12/17/13 RM 70 - 130 %%

    Page 5 of 24 Ver 1

  • B2 6-8Phoenix I.D.: BF88702

    Client ID:808 139TH ST., BRONXProject ID:

    Parameter ResultRL/PQL Units Date/Time By Reference

    124% Bromofluorobenzene 12/17/13 RM 70 - 130 %%93% Dibromofluoromethane 12/17/13 RM 70 - 130 %%100% Toluene-d8 12/17/13 RM 70 - 130 %%

    Semivolatiles-STARS/CP-51NDAcenaphthene 270 12/15/13 DD SW 8270ug/KgNDAcenaphthylene 270 12/15/13 DD SW 8270ug/KgNDAnthracene 270 12/15/13 DD SW 8270ug/KgNDBenz(a)anthracene 270 12/15/13 DD SW 8270ug/KgNDBenzo(a)pyrene 270 12/15/13 DD SW 8270ug/KgNDBenzo(b)fluoranthene 270 12/15/13 DD SW 8270ug/KgNDBenzo(ghi)perylene 270 12/15/13 DD SW 8270ug/KgNDBenzo(k)fluoranthene 270 12/15/13 DD SW 8270ug/KgNDChrysene 270 12/15/13 DD SW 8270ug/KgNDDibenz(a,h)anthracene 270 12/15/13 DD SW 8270ug/KgNDFluoranthene 270 12/15/13 DD SW 8270ug/KgNDFluorene 270 12/15/13 DD SW 8270ug/KgNDIndeno(1,2,3-cd)pyrene 270 12/15/13 DD SW 8270ug/KgNDNaphthalene 270 12/15/13 DD SW 8270ug/KgNDPhenanthrene 270 12/15/13 DD SW 8270ug/KgNDPyrene 270 12/15/13 DD SW 8270ug/Kg

    QA/QC Surrogates95% 2-Fluorobiphenyl 12/15/13 DD 30 - 130 %%95% Nitrobenzene-d5 12/15/13 DD 30 - 130 %%118% Terphenyl-d14 12/15/13 DD 30 - 130 %%

    Comments:

    This sample was not collected in accordance with EPA method 5035. NELAC requires the laboratory to qualify the volatile soil data as biased low.

    All soils, solids and sludges are reported on a dry weight basis unless otherwise noted in the sample comments.

    Phyllis Shiller, Laboratory DirectorDecember 20, 2013

    1 = This parameter is not certified by NY NELAC for this matrix. NY NELAC does not offer certification for all parameters at this time.

    If there are any questions regarding this data, please call Phoenix Client Services at extension 200.This report must not be reproduced except in full as defined by the attached chain of custody.

    Reviewed and Released by: Greg Lawrence, Assistant Lab Director

    RL/PQL=Reporting/Practical Quantitation Level (Equivalent to NELAC LOQ, Limit of Quanitation) ND=Not Detected BRL=Below Reporting Level

    Page 6 of 24 Ver 1

  • Sample Information Custody InformationMatrix:Location Code:Rush Request:P.O.#:

    Collected by:Received by:Analyzed by:

    SOILEBC72 Hour

    12/10/13LBsee "By" below

    Laboratory Data

    B3 6-8

    Phoenix ID: BF88703

    12/13/139:00

    17:06

    Parameter ResultRL/PQL Units Date/Time By Reference

    FOR: Attn: Mr. Charles B. Sosik, P.G.Environmental Business Consultants1808 Middle Country RdRidge NY 11961-2406

    Analysis ReportDecember 20, 2013

    Date Time

    587 East Middle Turnpike, P.O.Box 370, Manchester, CT 06045 Tel. (860) 645-1102 Fax (860) 645-0823

    Environmental Laboratories, Inc.

    SDG ID: GBF88701

    Client ID:Project ID: 808 139TH ST., BRONX

    86Percent Solid 12/13/13 I E160.3%CompletedSoil Extraction SVOA PAH 12/13/13 JJ/FV SW3545

    VolatilesND1,1,1,2-Tetrachloroethane 290 12/17/13 RM SW8260ug/KgND1,1,1-Trichloroethane 290 12/17/13 RM SW8260ug/KgND1,1,2,2-Tetrachloroethane 290 12/17/13 RM SW8260ug/KgND1,1,2-Trichloroethane 290 12/17/13 RM SW8260ug/KgND1,1-Dichloroethane 290 12/17/13 RM SW8260ug/KgND1,1-Dichloroethene 290 12/17/13 RM SW8260ug/KgND1,1-Dichloropropene 290 12/17/13 RM SW8260ug/KgND1,2,3-Trichlorobenzene 290 12/17/13 RM SW8260ug/KgND1,2,3-Trichloropropane 290 12/17/13 RM SW8260ug/KgND1,2,4-Trichlorobenzene 290 12/17/13 RM SW8260ug/KgND1,2,4-Trimethylbenzene 290 12/17/13 RM SW8260ug/KgND1,2-Dibromo-3-chloropropane 290 12/17/13 RM SW8260ug/KgND1,2-Dibromoethane 290 12/17/13 RM SW8260ug/KgND1,2-Dichlorobenzene 290 12/17/13 RM SW8260ug/KgND1,2-Dichloroethane 290 12/17/13 RM SW8260ug/KgND1,2-Dichloropropane 290 12/17/13 RM SW8260ug/KgND1,3,5-Trimethylbenzene 290 12/17/13 RM SW8260ug/KgND1,3-Dichlorobenzene 290 12/17/13 RM SW8260ug/KgND1,3-Dichloropropane 290 12/17/13 RM SW8260ug/KgND1,4-Dichlorobenzene 290 12/17/13 RM SW8260ug/KgND2,2-Dichloropropane 290 12/17/13 RM SW8260ug/KgND2-Chlorotoluene 290 12/17/13 RM SW8260ug/KgND2-Hexanone 1500 12/17/13 RM SW8260ug/Kg5502-Isopropyltoluene 290 12/17/13 RM SW8260ug/Kg 1

    Page 7 of 24 Ver 1

  • B3 6-8Phoenix I.D.: BF88703

    Client ID:808 139TH ST., BRONXProject ID:

    Parameter ResultRL/PQL Units Date/Time By Reference

    ND4-Chlorotoluene 290 12/17/13 RM SW8260ug/KgND4-Methyl-2-pentanone 1500 12/17/13 RM SW8260ug/KgNDAcetone 1500 12/17/13 RM SW8260ug/KgNDAcrylonitrile 580 12/17/13 RM SW8260ug/KgNDBenzene 290 12/17/13 RM SW8260ug/KgNDBromobenzene 290 12/17/13 RM SW8260ug/KgNDBromochloromethane 290 12/17/13 RM SW8260ug/KgNDBromodichloromethane 290 12/17/13 RM SW8260ug/KgNDBromoform 290 12/17/13 RM SW8260ug/KgNDBromomethane 290 12/17/13 RM SW8260ug/KgNDCarbon Disulfide 290 12/17/13 RM SW8260ug/KgNDCarbon tetrachloride 290 12/17/13 RM SW8260ug/KgNDChlorobenzene 290 12/17/13 RM SW8260ug/KgNDChloroethane 290 12/17/13 RM SW8260ug/KgNDChloroform 290 12/17/13 RM SW8260ug/KgNDChloromethane 290 12/17/13 RM SW8260ug/KgNDcis-1,2-Dichloroethene 290 12/17/13 RM SW8260ug/KgNDcis-1,3-Dichloropropene 290 12/17/13 RM SW8260ug/KgNDDibromochloromethane 290 12/17/13 RM SW8260ug/KgNDDibromomethane 290 12/17/13 RM SW8260ug/KgNDDichlorodifluoromethane 290 12/17/13 RM SW8260ug/KgNDEthylbenzene 290 12/17/13 RM SW8260ug/KgNDHexachlorobutadiene 290 12/17/13 RM SW8260ug/Kg

    1200Isopropylbenzene 290 12/17/13 RM SW8260ug/KgNDm&p-Xylene 290 12/17/13 RM SW8260ug/KgNDMethyl Ethyl Ketone 1500 12/17/13 RM SW8260ug/KgNDMethyl t-butyl ether (MTBE) 580 12/17/13 RM SW8260ug/KgNDMethylene chloride 290 12/17/13 RM SW8260ug/KgNDNaphthalene 290 12/17/13 RM SW8260ug/Kg

    1500n-Butylbenzene 290 12/17/13 RM SW8260ug/Kg2500n-Propylbenzene 290 12/17/13 RM SW8260ug/KgNDo-Xylene 290 12/17/13 RM SW8260ug/KgNDp-Isopropyltoluene 290 12/17/13 RM SW8260ug/Kg

    1900sec-Butylbenzene 290 12/17/13 RM SW8260ug/KgNDStyrene 290 12/17/13 RM SW8260ug/KgNDtert-Butylbenzene 290 12/17/13 RM SW8260ug/Kg400Tetrachloroethene 290 12/17/13 RM SW8260ug/KgNDTetrahydrofuran (THF) 580 12/17/13 RM SW8260ug/Kg 1NDToluene 290 12/17/13 RM SW8260ug/KgNDTotal Xylenes 290 12/17/13 RM SW8260ug/KgNDtrans-1,2-Dichloroethene 290 12/17/13 RM SW8260ug/KgNDtrans-1,3-Dichloropropene 290 12/17/13 RM SW8260ug/KgNDtrans-1,4-dichloro-2-butene 580 12/17/13 RM SW8260ug/KgNDTrichloroethene 290 12/17/13 RM SW8260ug/KgNDTrichlorofluoromethane 290 12/17/13 RM SW8260ug/KgNDTrichlorotrifluoroethane 290 12/17/13 RM SW8260ug/KgNDVinyl chloride 290 12/17/13 RM SW8260ug/Kg

    QA/QC Surrogates101% 1,2-dichlorobenzene-d4 12/17/13 RM 70 - 130 %%

    Page 8 of 24 Ver 1

  • B3 6-8Phoenix I.D.: BF88703

    Client ID:808 139TH ST., BRONXProject ID:

    Parameter ResultRL/PQL Units Date/Time By Reference

    127% Bromofluorobenzene 12/17/13 RM 70 - 130 %%95% Dibromofluoromethane 12/17/13 RM 70 - 130 %%100% Toluene-d8 12/17/13 RM 70 - 130 %%

    Semivolatiles-STARS/CP-51NDAcenaphthene 6700 12/15/13 DD SW 8270ug/KgNDAcenaphthylene 6700 12/15/13 DD SW 8270ug/KgNDAnthracene 6700 12/15/13 DD SW 8270ug/KgNDBenz(a)anthracene 6700 12/15/13 DD SW 8270ug/KgNDBenzo(a)pyrene 6700 12/15/13 DD SW 8270ug/KgNDBenzo(b)fluoranthene 6700 12/15/13 DD SW 8270ug/KgNDBenzo(ghi)perylene 6700 12/15/13 DD SW 8270ug/KgNDBenzo(k)fluoranthene 6700 12/15/13 DD SW 8270ug/Kg

    6700Chrysene 6700 12/15/13 DD SW 8270ug/KgNDDibenz(a,h)anthracene 6700 12/15/13 DD SW 8270ug/KgNDFluoranthene 6700 12/15/13 DD SW 8270ug/KgNDFluorene 6700 12/15/13 DD SW 8270ug/KgNDIndeno(1,2,3-cd)pyrene 6700 12/15/13 DD SW 8270ug/KgNDNaphthalene 6700 12/15/13 DD SW 8270ug/Kg

    8600Phenanthrene 6700 12/15/13 DD SW 8270ug/Kg7000Pyrene 6700 12/15/13 DD SW 8270ug/Kg

    QA/QC Surrogates*Diluted Out% 2-Fluorobiphenyl 12/15/13 DD 30 - 130 %%*Diluted Out% Nitrobenzene-d5 12/15/13 DD 30 - 130 %%*Diluted Out% Terphenyl-d14 12/15/13 DD 30 - 130 %%

    Comments:

    This sample was not collected in accordance with EPA method 5035. NELAC requires the laboratory to qualify the volatile soil data as biased low.

    * Due to a matrix interference and/or the presence of a large amount of non-target material in the sample, an elevated RL was reported for the semivolatile analysis.

    All soils, solids and sludges are reported on a dry weight basis unless otherwise noted in the sample comments.

    Phyllis Shiller, Laboratory DirectorDecember 20, 2013

    1 = This parameter is not certified by NY NELAC for this matrix. NY NELAC does not offer certification for all parameters at this time.

    If there are any questions regarding this data, please call Phoenix Client Services at extension 200.This report must not be reproduced except in full as defined by the attached chain of custody.

    Reviewed and Released by: Greg Lawrence, Assistant Lab Director

    RL/PQL=Reporting/Practical Quantitation Level (Equivalent to NELAC LOQ, Limit of Quanitation) ND=Not Detected BRL=Below Reporting Level

    Page 9 of 24 Ver 1

  • Sample Information Custody InformationMatrix:Location Code:Rush Request:P.O.#:

    Collected by:Received by:Analyzed by:

    SOILEBC72 Hour

    12/10/13LBsee "By" below

    Laboratory Data

    B4 6-8

    Phoenix ID: BF88704

    12/13/139:30

    17:06

    Parameter ResultRL/PQL Units Date/Time By Reference

    FOR: Attn: Mr. Charles B. Sosik, P.G.Environmental Business Consultants1808 Middle Country RdRidge NY 11961-2406

    Analysis ReportDecember 20, 2013

    Date Time

    587 East Middle Turnpike, P.O.Box 370, Manchester, CT 06045 Tel. (860) 645-1102 Fax (860) 645-0823

    Environmental Laboratories, Inc.

    SDG ID: GBF88701

    Client ID:Project ID: 808 139TH ST., BRONX

    82Percent Solid 12/13/13 I E160.3%CompletedSoil Extraction SVOA PAH 12/13/13 JJ/FV SW3545

    VolatilesND1,1,1,2-Tetrachloroethane 3000 12/17/13 RM SW8260ug/KgND1,1,1-Trichloroethane 3000 12/17/13 RM SW8260ug/KgND1,1,2,2-Tetrachloroethane 3000 12/17/13 RM SW8260ug/KgND1,1,2-Trichloroethane 3000 12/17/13 RM SW8260ug/KgND1,1-Dichloroethane 3000 12/17/13 RM SW8260ug/KgND1,1-Dichloroethene 3000 12/17/13 RM SW8260ug/KgND1,1-Dichloropropene 3000 12/17/13 RM SW8260ug/KgND1,2,3-Trichlorobenzene 3000 12/17/13 RM SW8260ug/KgND1,2,3-Trichloropropane 3000 12/17/13 RM SW8260ug/KgND1,2,4-Trichlorobenzene 3000 12/17/13 RM SW8260ug/Kg

    3600001,2,4-Trimethylbenzene 30000 12/17/13 RM SW8260ug/KgND1,2-Dibromo-3-chloropropane 3000 12/17/13 RM SW8260ug/KgND1,2-Dibromoethane 3000 12/17/13 RM SW8260ug/KgND1,2-Dichlorobenzene 3000 12/17/13 RM SW8260ug/KgND1,2-Dichloroethane 3000 12/17/13 RM SW8260ug/KgND1,2-Dichloropropane 3000 12/17/13 RM SW8260ug/Kg

    1400001,3,5-Trimethylbenzene 30000 12/17/13 RM SW8260ug/KgND1,3-Dichlorobenzene 3000 12/17/13 RM SW8260ug/KgND1,3-Dichloropropane 3000 12/17/13 RM SW8260ug/KgND1,4-Dichlorobenzene 3000 12/17/13 RM SW8260ug/KgND2,2-Dichloropropane 3000 12/17/13 RM SW8260ug/KgND2-Chlorotoluene 3000 12/17/13 RM SW8260ug/KgND2-Hexanone 15000 12/17/13 RM SW8260ug/Kg

    120002-Isopropyltoluene 3000 12/17/13 RM SW8260ug/Kg 1

    Page 10 of 24 Ver 1

  • B4 6-8Phoenix I.D.: BF88704

    Client ID:808 139TH ST., BRONXProject ID:

    Parameter ResultRL/PQL Units Date/Time By Reference

    ND4-Chlorotoluene 3000 12/17/13 RM SW8260ug/KgND4-Methyl-2-pentanone 15000 12/17/13 RM SW8260ug/KgNDAcetone 15000 12/17/13 RM SW8260ug/KgNDAcrylonitrile 6100 12/17/13 RM SW8260ug/KgNDBenzene 3000 12/17/13 RM SW8260ug/KgNDBromobenzene 3000 12/17/13 RM SW8260ug/KgNDBromochloromethane 3000 12/17/13 RM SW8260ug/KgNDBromodichloromethane 3000 12/17/13 RM SW8260ug/KgNDBromoform 3000 12/17/13 RM SW8260ug/KgNDBromomethane 3000 12/17/13 RM SW8260ug/KgNDCarbon Disulfide 3000 12/17/13 RM SW8260ug/KgNDCarbon tetrachloride 3000 12/17/13 RM SW8260ug/KgNDChlorobenzene 3000 12/17/13 RM SW8260ug/KgNDChloroethane 3000 12/17/13 RM SW8260ug/KgNDChloroform 3000 12/17/13 RM SW8260ug/KgNDChloromethane 3000 12/17/13 RM SW8260ug/Kg

    33000cis-1,2-Dichloroethene 3000 12/17/13 RM SW8260ug/KgNDcis-1,3-Dichloropropene 3000 12/17/13 RM SW8260ug/KgNDDibromochloromethane 3000 12/17/13 RM SW8260ug/KgNDDibromomethane 3000 12/17/13 RM SW8260ug/KgNDDichlorodifluoromethane 3000 12/17/13 RM SW8260ug/Kg

    22000Ethylbenzene 3000 12/17/13 RM SW8260ug/KgNDHexachlorobutadiene 3000 12/17/13 RM SW8260ug/Kg

    20000Isopropylbenzene 3000 12/17/13 RM SW8260ug/Kg68000m&p-Xylene 3000 12/17/13 RM SW8260ug/Kg

    NDMethyl Ethyl Ketone 15000 12/17/13 RM SW8260ug/KgNDMethyl t-butyl ether (MTBE) 6100 12/17/13 RM SW8260ug/KgNDMethylene chloride 3000 12/17/13 RM SW8260ug/Kg

    28000Naphthalene 3000 12/17/13 RM SW8260ug/Kg53000n-Butylbenzene 3000 12/17/13 RM SW8260ug/Kg45000n-Propylbenzene 3000 12/17/13 RM SW8260ug/Kg42000o-Xylene 3000 12/17/13 RM SW8260ug/Kg43000p-Isopropyltoluene 3000 12/17/13 RM SW8260ug/Kg43000sec-Butylbenzene 3000 12/17/13 RM SW8260ug/Kg

    NDStyrene 3000 12/17/13 RM SW8260ug/KgNDtert-Butylbenzene 3000 12/17/13 RM SW8260ug/KgNDTetrachloroethene 3000 12/17/13 RM SW8260ug/KgNDTetrahydrofuran (THF) 6100 12/17/13 RM SW8260ug/Kg 1

    4700Toluene 3000 12/17/13 RM SW8260ug/Kg110000Total Xylenes 3000 12/17/13 RM SW8260ug/Kg

    NDtrans-1,2-Dichloroethene 3000 12/17/13 RM SW8260ug/KgNDtrans-1,3-Dichloropropene 3000 12/17/13 RM SW8260ug/KgNDtrans-1,4-dichloro-2-butene 6100 12/17/13 RM SW8260ug/KgNDTrichloroethene 3000 12/17/13 RM SW8260ug/KgNDTrichlorofluoromethane 3000 12/17/13 RM SW8260ug/KgNDTrichlorotrifluoroethane 3000 12/17/13 RM SW8260ug/KgNDVinyl chloride 3000 12/17/13 RM SW8260ug/Kg

    QA/QC Surrogates103% 1,2-dichlorobenzene-d4 12/17/13 RM 70 - 130 %%

    Page 11 of 24 Ver 1

  • B4 6-8Phoenix I.D.: BF88704

    Client ID:808 139TH ST., BRONXProject ID:

    Parameter ResultRL/PQL Units Date/Time By Reference

    125% Bromofluorobenzene 12/17/13 RM 70 - 130 %%96% Dibromofluoromethane 12/17/13 RM 70 - 130 %%102% Toluene-d8 12/17/13 RM 70 - 130 %%

    Semivolatiles-STARS/CP-51NDAcenaphthene 28000 12/18/13 DD SW 8270ug/KgNDAcenaphthylene 28000 12/18/13 DD SW 8270ug/KgNDAnthracene 28000 12/18/13 DD SW 8270ug/KgNDBenz(a)anthracene 28000 12/18/13 DD SW 8270ug/KgNDBenzo(a)pyrene 28000 12/18/13 DD SW 8270ug/KgNDBenzo(b)fluoranthene 28000 12/18/13 DD SW 8270ug/KgNDBenzo(ghi)perylene 28000 12/18/13 DD SW 8270ug/KgNDBenzo(k)fluoranthene 28000 12/18/13 DD SW 8270ug/KgNDChrysene 28000 12/18/13 DD SW 8270ug/KgNDDibenz(a,h)anthracene 28000 12/18/13 DD SW 8270ug/KgNDFluoranthene 28000 12/18/13 DD SW 8270ug/KgNDFluorene 28000 12/18/13 DD SW 8270ug/KgNDIndeno(1,2,3-cd)pyrene 28000 12/18/13 DD SW 8270ug/Kg

    33000Naphthalene 28000 12/18/13 DD SW 8270ug/KgNDPhenanthrene 28000 12/18/13 DD SW 8270ug/KgNDPyrene 28000 12/18/13 DD SW 8270ug/Kg

    QA/QC Surrogates*Diluted Out% 2-Fluorobiphenyl 12/18/13 DD 30 - 130 %%*Diluted Out% Nitrobenzene-d5 12/18/13 DD 30 - 130 %%*Diluted Out% Terphenyl-d14 12/18/13 DD 30 - 130 %%

    Comments:

    This sample was not collected in accordance with EPA method 5035. NELAC requires the laboratory to qualify the volatile soil data as biased low.

    * Due to a matrix interference and/or the presence of a large amount of non-target material in the sample, an elevated RL was reported for the semivolatile analysis.

    All soils, solids and sludges are reported on a dry weight basis unless otherwise noted in the sample comments.

    Phyllis Shiller, Laboratory DirectorDecember 20, 2013

    1 = This parameter is not certified by NY NELAC for this matrix. NY NELAC does not offer certification for all parameters at this time.

    If there are any questions regarding this data, please call Phoenix Client Services at extension 200.This report must not be reproduced except in full as defined by the attached chain of custody.

    Reviewed and Released by: Greg Lawrence, Assistant Lab Director

    RL/PQL=Reporting/Practical Quantitation Level (Equivalent to NELAC LOQ, Limit of Quanitation) ND=Not Detected BRL=Below Reporting Level

    Page 12 of 24 Ver 1

  • Sample Information Custody InformationMatrix:Location Code:Rush Request:P.O.#:

    Collected by:Received by:Analyzed by:

    SOILEBC72 Hour

    12/10/13LBsee "By" below

    Laboratory Data

    B5 6-8

    Phoenix ID: BF88705

    12/13/1310:0017:06

    Parameter ResultRL/PQL Units Date/Time By Reference

    FOR: Attn: Mr. Charles B. Sosik, P.G.Environmental Business Consultants1808 Middle Country RdRidge NY 11961-2406

    Analysis ReportDecember 20, 2013

    Date Time

    587 East Middle Turnpike, P.O.Box 370, Manchester, CT 06045 Tel. (860) 645-1102 Fax (860) 645-0823

    Environmental Laboratories, Inc.

    SDG ID: GBF88701

    Client ID:Project ID: 808 139TH ST., BRONX

    86Percent Solid 12/13/13 I E160.3%CompletedSoil Extraction SVOA PAH 12/13/13 JJ/FV SW3545

    VolatilesND1,1,1,2-Tetrachloroethane 2900 12/17/13 RM SW8260ug/KgND1,1,1-Trichloroethane 2900 12/17/13 RM SW8260ug/KgND1,1,2,2-Tetrachloroethane 2900 12/17/13 RM SW8260ug/KgND1,1,2-Trichloroethane 2900 12/17/13 RM SW8260ug/KgND1,1-Dichloroethane 2900 12/17/13 RM SW8260ug/KgND1,1-Dichloroethene 2900 12/17/13 RM SW8260ug/KgND1,1-Dichloropropene 2900 12/17/13 RM SW8260ug/KgND1,2,3-Trichlorobenzene 2900 12/17/13 RM SW8260ug/KgND1,2,3-Trichloropropane 2900 12/17/13 RM SW8260ug/KgND1,2,4-Trichlorobenzene 2900 12/17/13 RM SW8260ug/Kg

    2600001,2,4-Trimethylbenzene 29000 12/17/13 RM SW8260ug/KgND1,2-Dibromo-3-chloropropane 2900 12/17/13 RM SW8260ug/KgND1,2-Dibromoethane 2900 12/17/13 RM SW8260ug/KgND1,2-Dichlorobenzene 2900 12/17/13 RM SW8260ug/KgND1,2-Dichloroethane 2900 12/17/13 RM SW8260ug/KgND1,2-Dichloropropane 2900 12/17/13 RM SW8260ug/Kg

    930001,3,5-Trimethylbenzene 29000 12/17/13 RM SW8260ug/KgND1,3-Dichlorobenzene 2900 12/17/13 RM SW8260ug/KgND1,3-Dichloropropane 2900 12/17/13 RM SW8260ug/KgND1,4-Dichlorobenzene 2900 12/17/13 RM SW8260ug/KgND2,2-Dichloropropane 2900 12/17/13 RM SW8260ug/KgND2-Chlorotoluene 2900 12/17/13 RM SW8260ug/KgND2-Hexanone 15000 12/17/13 RM SW8260ug/Kg

    73002-Isopropyltoluene 2900 12/17/13 RM SW8260ug/Kg 1

    Page 13 of 24 Ver 1

  • B5 6-8Phoenix I.D.: BF88705

    Client ID:808 139TH ST., BRONXProject ID:

    Parameter ResultRL/PQL Units Date/Time By Reference

    ND4-Chlorotoluene 2900 12/17/13 RM SW8260ug/KgND4-Methyl-2-pentanone 15000 12/17/13 RM SW8260ug/KgNDAcetone 15000 12/17/13 RM SW8260ug/KgNDAcrylonitrile 5800 12/17/13 RM SW8260ug/KgNDBenzene 2900 12/17/13 RM SW8260ug/KgNDBromobenzene 2900 12/17/13 RM SW8260ug/KgNDBromochloromethane 2900 12/17/13 RM SW8260ug/KgNDBromodichloromethane 2900 12/17/13 RM SW8260ug/KgNDBromoform 2900 12/17/13 RM SW8260ug/KgNDBromomethane 2900 12/17/13 RM SW8260ug/KgNDCarbon Disulfide 2900 12/17/13 RM SW8260ug/KgNDCarbon tetrachloride 2900 12/17/13 RM SW8260ug/KgNDChlorobenzene 2900 12/17/13 RM SW8260ug/KgNDChloroethane 2900 12/17/13 RM SW8260ug/KgNDChloroform 2900 12/17/13 RM SW8260ug/KgNDChloromethane 2900 12/17/13 RM SW8260ug/Kg

    9600cis-1,2-Dichloroethene 2900 12/17/13 RM SW8260ug/KgNDcis-1,3-Dichloropropene 2900 12/17/13 RM SW8260ug/KgNDDibromochloromethane 2900 12/17/13 RM SW8260ug/KgNDDibromomethane 2900 12/17/13 RM SW8260ug/KgNDDichlorodifluoromethane 2900 12/17/13 RM SW8260ug/Kg

    17000Ethylbenzene 2900 12/17/13 RM SW8260ug/KgNDHexachlorobutadiene 2900 12/17/13 RM SW8260ug/Kg

    17000Isopropylbenzene 2900 12/17/13 RM SW8260ug/Kg68000m&p-Xylene 2900 12/17/13 RM SW8260ug/Kg

    NDMethyl Ethyl Ketone 15000 12/17/13 RM SW8260ug/KgNDMethyl t-butyl ether (MTBE) 5800 12/17/13 RM SW8260ug/KgNDMethylene chloride 2900 12/17/13 RM SW8260ug/Kg

    28000Naphthalene 2900 12/17/13 RM SW8260ug/Kg32000n-Butylbenzene 2900 12/17/13 RM SW8260ug/Kg31000n-Propylbenzene 2900 12/17/13 RM SW8260ug/Kg44000o-Xylene 2900 12/17/13 RM SW8260ug/Kg27000p-Isopropyltoluene 2900 12/17/13 RM SW8260ug/Kg27000sec-Butylbenzene 2900 12/17/13 RM SW8260ug/Kg

    NDStyrene 2900 12/17/13 RM SW8260ug/Kg3100tert-Butylbenzene 2900 12/17/13 RM SW8260ug/KgNDTetrachloroethene 2900 12/17/13 RM SW8260ug/KgNDTetrahydrofuran (THF) 5800 12/17/13 RM SW8260ug/Kg 1NDToluene 2900 12/17/13 RM SW8260ug/Kg

    112000Total Xylenes 2900 12/17/13 RM SW8260ug/KgNDtrans-1,2-Dichloroethene 2900 12/17/13 RM SW8260ug/KgNDtrans-1,3-Dichloropropene 2900 12/17/13 RM SW8260ug/KgNDtrans-1,4-dichloro-2-butene 5800 12/17/13 RM SW8260ug/KgNDTrichloroethene 2900 12/17/13 RM SW8260ug/KgNDTrichlorofluoromethane 2900 12/17/13 RM SW8260ug/KgNDTrichlorotrifluoroethane 2900 12/17/13 RM SW8260ug/KgNDVinyl chloride 2900 12/17/13 RM SW8260ug/Kg

    QA/QC Surrogates105% 1,2-dichlorobenzene-d4 12/17/13 RM 70 - 130 %%

    Page 14 of 24 Ver 1

  • B5 6-8Phoenix I.D.: BF88705

    Client ID:808 139TH ST., BRONXProject ID:

    Parameter ResultRL/PQL Units Date/Time By Reference

    113% Bromofluorobenzene 12/17/13 RM 70 - 130 %%92% Dibromofluoromethane 12/17/13 RM 70 - 130 %%99% Toluene-d8 12/17/13 RM 70 - 130 %%

    Semivolatiles-STARS/CP-51NDAcenaphthene 2700 12/17/13 DD SW 8270ug/KgNDAcenaphthylene 2700 12/17/13 DD SW 8270ug/KgNDAnthracene 2700 12/17/13 DD SW 8270ug/KgNDBenz(a)anthracene 2700 12/17/13 DD SW 8270ug/KgNDBenzo(a)pyrene 2700 12/17/13 DD SW 8270ug/KgNDBenzo(b)fluoranthene 2700 12/17/13 DD SW 8270ug/KgNDBenzo(ghi)perylene 2700 12/17/13 DD SW 8270ug/KgNDBenzo(k)fluoranthene 2700 12/17/13 DD SW 8270ug/KgNDChrysene 2700 12/17/13 DD SW 8270ug/KgNDDibenz(a,h)anthracene 2700 12/17/13 DD SW 8270ug/KgNDFluoranthene 2700 12/17/13 DD SW 8270ug/KgNDFluorene 2700 12/17/13 DD SW 8270ug/KgNDIndeno(1,2,3-cd)pyrene 2700 12/17/13 DD SW 8270ug/Kg

    18000Naphthalene 2700 12/17/13 DD SW 8270ug/KgNDPhenanthrene 2700 12/17/13 DD SW 8270ug/KgNDPyrene 2700 12/17/13 DD SW 8270ug/Kg

    QA/QC Surrogates*Diluted Out% 2-Fluorobiphenyl 12/17/13 DD 30 - 130 %%*Diluted Out% Nitrobenzene-d5 12/17/13 DD 30 - 130 %%*Diluted Out% Terphenyl-d14 12/17/13 DD 30 - 130 %%

    Comments:

    This sample was not collected in accordance with EPA method 5035. NELAC requires the laboratory to qualify the volatile soil data as biased low.

    * Due to a matrix interference and/or the presence of a large amount of non-target material in the sample, an elevated RL was reported for the semivolatile analysis.

    All soils, solids and sludges are reported on a dry weight basis unless otherwise noted in the sample comments.

    Phyllis Shiller, Laboratory DirectorDecember 20, 2013

    1 = This parameter is not certified by NY NELAC for this matrix. NY NELAC does not offer certification for all parameters at this time.

    If there are any questions regarding this data, please call Phoenix Client Services at extension 200.This report must not be reproduced except in full as defined by the attached chain of custody.

    Reviewed and Released by: Greg Lawrence, Assistant Lab Director

    RL/PQL=Reporting/Practical Quantitation Level (Equivalent to NELAC LOQ, Limit of Quanitation) ND=Not Detected BRL=Below Reporting Level

    Page 15 of 24 Ver 1

  • Sample Information Custody InformationMatrix:Location Code:Rush Request:P.O.#:

    Collected by:Received by:Analyzed by:

    SOILEBC72 Hour

    12/10/13LBsee "By" below

    Laboratory Data

    B6 6-8

    Phoenix ID: BF88706

    12/13/1310:3017:06

    Parameter ResultRL/PQL Units Date/Time By Reference

    FOR: Attn: Mr. Charles B. Sosik, P.G.Environmental Business Consultants1808 Middle Country RdRidge NY 11961-2406

    Analysis ReportDecember