Draft Phase II Environmental Site Assessment Report

environmental 508 pages
Meeting: portal event 997 (no meeting page on file)
Agenda item: Continuation of the EAF Part II Consistency Review for the special permit application from WBP Development LLC for the construction of a multifamily development at 1 Croton Point Avenue.
Environmental review, 508 pages. Attached to agenda item: “Continuation of the EAF Part II Consistency Review for the special permit application from WBP Development LLC for the construction of a multifamily development at 1 Croton Point Avenue.”
Retrieved 2026-04-15 from the village's meeting portal. View the original PDF ↗
Also attached to this agenda item: DRAFT FEAF PART II - 1 Croton Point Ave Incomplete Environmental Noise Study and Facade Glazing... Insite Preliminary Wastewater Engineering Report dated... Insite Preliminary Water Engineering Report dated July... Insite Stormwater Pollution Prevention Plan dated July... Insite engineering and landscape architecture plans... LWRP Lot A - Last Revised 10.16.24 Letter from Kimley Horn dated September 16%2C 2024... Letter from NYSDOT consenting to the Board of Trustees... Letter from the Division for Historic Preservation... Memo from AKRF dated November 4%2C 2024 Memo from Village Manager Bryan Healy re%3A Fire...
Extracted text
i 
 
Draft Phase II  
Environmental  
Site Assessment Report 
For: 
Proposed Mixed-Use Development 
Tax IDs 79.17-1-3, 79.17-1-4 and 79.17-1-5  
Croton-on-Hudson, Westchester County, NY 
 
SESI Contact: 
James.vandervliet@sesi.org 
 
SESI Project No: 

ii 
TABLE OF CONTENTS 
LIST OF ACRONYMS ...............................................................................................................iii 
1.0 
INTRODUCTION ............................................................................................................. 1 
1.1. 
SITE SETTING ............................................................................................................ 1 
1.2. 
SITE HISTORY ............................................................................................................ 1 
2.0 
SUBSURFACE INVESTIGATION ................................................................................... 4 
2.1. 
UTILITY CLEARANCE AND GEOPHYSICAL SURVEY .............................................. 4 
2.2. 
SITE INVESTIGATION ................................................................................................ 4 
3.0 
ANALYTICAL RESULTS ................................................................................................ 7 
3.1. 
SOIL INVESTIGATION RESULTS ............................................................................... 7 
3.2. 
GROUNWATER INVESTIGATION RESULTS ............................................................. 7 
3.3. 
SUB-SLAB/SOIL INVESTIGATION RESULTS ............................................................ 8 
4.0 
CONCLUSIONS AND RECOMMENDATIONS ..............................................................10 
 
TABLES 
TABLE 2.1 
SAMPLE SUMMARY TABLE  
TABLE 3.1 
SUMMARY OF SOIL SAMPLE RESULTS 
TABLE 3.2 
GROUNDWATER ANALYTICAL RESULTS 
TABLE 3.3 
SUMMARY OF GROUNDWATER EXCEEDANCES 
TABLE 3.4 
SUMMARY OF SOIL VAPOR RESULTS 
TABLE 3.5 
SUMMARY OF SOIL VAPOR DETECTIONS 
 
FIGURES 
FIGURE 1.1 
SITE LOCATION MAP 
FIGURE 2.1 
BORING LOCATION PLAN 
FIGURE 3.1 
GROUNDWATER SAMPLE LOCATIONS AND CONCENTRATIONS PLAN 
FIGURE 3.2 
SOIL VAPOR SAMPLING LOCATIONS AND CONCENTRATIONS PLAN 
 
APPENDICES 
APPENDIX A: BORING LOGS 
APPENDIX B: LABORATORY REPORTS 
 
iii 
LIST OF ACRONYMS 
Acronym 
Definition 
AOC 
Area of Concern 
AWQS 
Class GA Ambient Water Quality Standards and 
Guidance Values 
EDR 
Environmental Data Resources 
ELAP 
Environmental laboratory Accreditation Program 
ESA 
Environmental Site Assessment 
GPR 
Ground Penetrating Radar 
MSL 
Mean Sea Level 
NYSDEC 
New York State Department of Environmental 
Conservation 
NYSDOH 
New York State Department of Health 
PCB 
Polychlorinated Biphenyls 
PFAS 
Per- and Polyfluoroalkyl Substances 
PFOA 
Perfluorooctanic Acid 
PFOS 
Perfluorooctanesulfonic Acid 
PID 
Photoionization Detector 
RRSCO 
Restricted Residential Soil Cleanup Objective 
RSCO 
Residential Soil Cleanup Objective 
SESI 
SESI Consulting Engineers, DPC  
SVOC 
Semi-Volatile Organic Compound 
TAL 
Target Analyte List 
TCL 
Target Compound List 
TOGS 
Technical and Operational Guidance Series 1.1.1 
USCO 
Unrestricted Use Soil Cleanup Objective 
USEPA 
United States Environmental Protection Agency 
UST 
Underground Storage Tank 
VOC 
Volatile Organic Compound 

1.0 INTRODUCTION 
SESI Consulting Engineers (SESI) has conducted this Phase II Environmental Site Assessment 
(Phase II ESA) on behalf of the Requestor, WBP Development, LLC for the property located at 
Tax IDs 79.17-1-3, 79.17-1-4 and 79.17-1-5 in Croton on Hudson, Westchester County, NY 
(“Site”). A Site Location map is presented as Figure 1.1. The site is improved with an asphalt 
parking lot and a one-story office building with a cellar level. 
This Phase II ESA complies with the 2019 American Society for Testing and Materials Standard 
(ASTM E1903-19) and the New York State Department of Environmental Conservation 
(“NYSDEC”) Guidance Document for Site Investigations DER-10. 
1.1. SITE SETTING 
The subject property consists of a cumulative 1.7577 acres identified as Tax IDs 79.17-1-3, 79.17-
1-4 and 79.17-1-5. The subject property is bounded to the north by wooded area, to the east by 
state Route 9, to the south by Croton Point Avenue and a restaurant beyond, and to the west by 
MTA Metro North Railroad Croton-Harmon Yard.  The nearest surface water body is the Croton 
River located approximately 0.22 miles south of the Site.  The current approximately 6,322-square 
foot structure was constructed circa 1967 for office space, and associated automotive parking 
covers the other portions of the property.  
 
1.2. SITE HISTORY 
The Site is situated in a light industrial area and surrounded by roadways, a wooded area and the 
Metro North Railroad and associated yard. Previous site operations included automotive repair 
until approximately 1967. The topographic map indicates that the general topographic gradient at 
the Site slopes downward to the south.  
 
1.3. PHASE I ESA, TAX ID 79.17-1-4 (JULY 2024) 
The following RECs were identified for the Site, as determined in the SESI July 2024 Phase I ESA 
for Tax ID 79.17-1-5, and are depicted on Figure 1.3:  
• 
REC-1: Septic Tank – During a review of records obtained from the town and from the 
site visit performed by SESI, a septic tank and system was identified for the structure 
occupying most of lot 4. A portion of this structure and septic tank system is located on 
the subject property. The septic system appears to be still in use by the current structure. 
Further investigation of REC-1 is warranted to determine if the septic tank system 
impacted the subsurface conditions at the Site. 

• 
REC-2: Heating Oil Tank – SESI reviewed inspection records from 1965 that indicated 
heating by “oil burner” for the building on Lot 4, however, no other documentation related 
to the presence of any fuel storage tanks was identified. Further investigation of REC-2 is 
warranted.  
• 
REC-3: Historic Operations – During a review of the 1935 Sanborn Map, a structure 
labeled “Auto Repair” was identified on the subject property. Gas tanks were shown to be 
associated with the structure but appear to lie outside the property boundary. Further 
investigation of REC-3 is warranted to determine if these historic operations impacted the 
subsurface conditions at the Site.  
• 
REC-4: Chemical Storage – During the Site visit, several chemicals for cleaning and 
other uses were identified in the basement of the structure. Only a portion of the structure 
lies on lot 3. One (1) drum of ethanol relating to the brewing and distilling operation was 
identified. No evidence of discharge was observed around the chemical storage. Further 
investigation of REC-4 is not warranted.  
 
Further investigation was warranted for REC-1, REC-2 and REC-3. 
 
1.4. PHASE I ESA, TAX IDS 79.17-1-3 AND 79.17-1-5 (JULY 2024) 
The following RECs were identified for the Site, as determined in the SESI July 2024 Phase I ESA 
for Tax IDs 79.17-1-3 and 79.17-1-5, and are depicted on Figure 1.3:  
• 
REC-1: Septic Tank – During a review of records obtained from the town and from the 
site visit performed by SESI, a septic tank and system was identified for the structure 
occupying most of lot 4. A portion of this structure and septic tank system is located on 
the subject property. The septic system appears to be still in use by the current structure. 
Further investigation of REC-1 is warranted to determine if the septic tank system 
impacted the subsurface conditions at the Site.  
• 
REC-2: Historic Operations – During a review of the 1935 Sanborn Map, a structure 
labeled “Auto Repair” was identified on the subject property. Gas tanks were shown to be 
associated with the structure but appear to lie outside the property boundary. Further 
investigation of REC-2 is warranted to determine if these historic operations impacted the 
subsurface conditions at the Site.  
• 
REC-3: Stormwater Catch Basins – During the Site visit, SESI identified several 
stormwater catch basins in the parking lot areas. The discharge location of these basins 

was not clear during the time of the site visit. No evidence of a discharge into the catch 
basins was identified. Further investigation of REC-3 is not warranted.  
 
Further investigation was warranted for REC-1 and REC-2. 
 
2.0 SUBSURFACE INVESTIGATION 
SESI conducted a Phase II ESA in order to evaluate subsurface conditions and determine the 
locations of any subsurface anomalies.  The project included the installation of soil borings and 
soil sampling, installation of temporary groundwater monitoring wells and collection of 
groundwater samples, and installation and sampling of soil vapor points. The fieldwork was 
conducted on June 18 and 19, 2024 in accordance with the Scope of Work and contract for 
services outlined in a Professional Services Agreement Addendum No. 1 (Agreement) dated June 
14, 2024. 
2.1. UTILITY CLEARANCE AND GEOPHYSICAL SURVEY 
Prior to conducting subsurface drilling, SESI’s drilling contractor contacted New York’s utility 
mark-out system. In addition, SESI retained PG Environmental, a private utility locator, to locate 
underground utilities not included in the one-call and to conduct a geophysical survey using 
ground penetrating radar (GPR) and electromagnetic (EM) detection. The GPR/EM surveying 
was performed on June 18, 2024, to clear soil boring locations. The limits of the septic tank were 
identified during the GPR. While preclearing boring locations, several anomalies were identified 
to the east of the building. Information was provided that suggested that these anomalies are 
associated with the septic system, however, one anomaly closest to Croton Point Avenue 
appeared to have features of a possible underground storage tank (UST). As discussed below, 
borings were advanced in the general vicinity of these anomalies, however it is unclear if they are 
related to the septic system or a possible UST. These anomalies are depicted on Figure 2.1 as 
REC-1. 
 
2.2. SITE INVESTIGATION 
On June 18 and 19, 2024, twelve (12) direct push borings were advanced using a Geoprobe 
sampling rig on the Site to examine sitewide subsurface conditions. Three (3) geotechnical 
borings were also advanced during the investigation. A total of fifteen (15) soil samples were 
collected at one (1) sample per boring. A total of four (4) temporary groundwater samples in four 
(4) boring locations, and four (4) groundwater samples were collected at one (1) sample per 
temporary well. A total of four (4) sub-slab/soil vapor samples were collected from four (4) 
temporary soil vapor points at one (1) sample per temporary soil vapor point. These samples  
were analyzed at Alpha Analytical Laboratories, a New York State Department of Health 
(NYSDOH) Environmental laboratory Accreditation Program (ELAP)-certified laboratory. The 
boring and sampling locations are shown in Figure 2.1. 

Soil and groundwater samples were analyzed for Target Compound List (TCL)/Target Analyte 
List (TAL) +30 list including volatile organic compounds (VOCs) by EPA Method 8260, semi-
VOCs (SVOCs) by EPA Method 8270, TAL metals, polychlorinated biphenyls (PCBs) by EPA 
Method 8082A, and pesticides by EPA Method 8081, in addition to cyanide.  Additionally, 
groundwater samples were analyzed for per and polyfluoroalkyl substances (PFAS) by EPA 
Method 1633 and 1,4 dioxane by EPA Method 8270D SIM.  Soil vapor samples and the ambient 
air sample were analyzed for VOCs in accordance with EPA Method TO-15. For quality 
assurance/quality control (QA/QC) purposes, a trip blank was sent with the collected samples for 
laboratory analysis daily and analyzed for VOCs.  
 
Soil conditions within the borings consisted of brown medium to fine SAND, trace silt, and trace 
medium to fine gravel to the boring terminus at 15 feet below ground surface (ft-bgs). Groundwater 
was encountered at approximately 30 to 32 ft-bgs across the Site. The soil samples were 
screened using a photoionization detector (PID), and visual and olfactory evidence of 
contamination. Soil samples were collected from each boring from the interval that exhibited the 
greatest evidence of impacts or based upon professional judgement if no impacts were observed. 
Soil samples were named based on their respective soil boring number and specified depth. PID 
readings and detailed soil descriptions are provided in the boring logs presented in Appendix A. 
Table 2.1 below presents a summary of the borings conducted and the samples collected. 

Table 2.1: Summary of Sample Collection
 
Location ID Collection 
Date
Sample Name
Sample Depth 
(ft bgs)
Analytical
GB-1
6/17/2024
GB-1 (5.0-5.5)
5.0-5.5
TCL+30/TAL
GB-2
6/17/2024
GB-2 (7.0-7.5)
7.0-7.5
TCL+30/TAL
GB-3
6/18/2024
GB-3 (10.0-10.5)
10.0-10.5
TCL+30/TAL
SB-1/GW-1
6/18/2024
SB-1 (12.0-12.5)
12.0-12.5
TCL+30/TAL
SB-2
6/18/2024
SB-2 (8.0-8.5)
8.0-8.5
TCL+30/TAL
SB-3/GW-2
6/19/2024
SB-3 (14.5-15.0)
14.0-14.5
TCL+30/TAL
SB-4/GW-3
6/19/2024
SB-4 (7.5-8.0)
7.5-8.0
TCL+30/TAL
SB-5
6/19/2024
SB-5 (6.0-6.5)
6.0-6.5
TCL+30/TAL
SB-6
6/19/2024
SB-6 (10.0-10.5)
10.0-10.5
TCL+30/TAL
SB-7
6/19/2024
SB-7 (2.5-3.0)
2.5-3.0
TCL+30/TAL
SB-8
6/19/2024
SB-8 (8.5-9.0)
8.5-9.0
TCL+30/TAL
SB-9
6/19/2024
SB-9 (7.5-8.0)
7.5-8.0
TCL+30/TAL
SB-10
6/19/2024
SB-10 (5.5-6.0)
5.5-6.0
TCL+30/TAL
SB-11/GW-4 6/18/2024 SB-11 (10.0-10.5)
10.0-10.5
TCL+30/TAL
SB-12
6/18/2024
SB-12 (5.5-6.0)
5.5-6.0
TCL+30/TAL
SB-1/GW-1
6/19/2024
GW-1
31.15
TCL+30/TAL, PFAS, 
1,4-Dioxane
SB-3/GW-2
6/19/2024
GW-2
30.06
TCL+30/TAL, PFAS, 
1,4-Dioxane
SB-4/GW-3
6/19/2024
GW-3
29.97
TCL+30/TAL, PFAS, 
1,4-Dioxane
SB-11/GW-4 6/19/2024
GW-4
30.5
TCL+30/TAL, PFAS, 
1,4-Dioxane
SV-1
6/19/2024
SV-1
TO-15
SV-2
6/19/2024
SV-2
TO-15
SV-3
6/19/2024
SV-3
TO-15
SV-4
6/19/2024
SV-4
TO-15
Soil Samples
Groundwater Samples
Soil Vapor Samples

3.0 ANALYTICAL RESULTS 
3.1. SOIL INVESTIGATION RESULTS 
In total, fifteen (15) soil samples were collected from fifteen (15) borings as listed in Table 2.1 
above. The soil samples were sent to Alpha Analytical Laboratories (Alpha) under a chain-of-
custody for the analysis of the TCL/TAL+30 suite of parameters, which include VOCs by EPA 
Method 8260C, SVOCs by EPA Method 8270D, TAL metals by EPA Method 6010C/7471, PCBs 
by EPA Method 8082A, pesticides by EPA Method 8081B, and cyanide by EPA Method 9082. 
 
A summary table of the analytical results compared to NYSDEC Unrestricted Use Soil Cleanup 
Objectives (USCOs) and Restricted Residential Soil Cleanup Objectives (RRSCOs) is presented 
on Table 3.1. There were no soil exceedances when compared to the RRSCOs and USCOs. The 
laboratory analytical data is provided in Appendix B. 
3.2. GROUNWATER INVESTIGATION RESULTS 
A total of four (4) groundwater samples were collected and analyzed for various parameters 
including the TCL/TAL+30 suite of parameters, 1,4-Dioxane by EPA Method 8270D SIM and 
PFAS by EPA Method 1633. A summary table of the analytical results compared to NYSDEC 
Technical and Operational Guidance Series 1.1.1 (TOGS) Class GA Ambient Water Quality 
Standards and Guidance Values (AWQS) is presented on Table 3.2.  A summary of compounds 
exceeding the AWQS is presented on Table 3.3 below and on Figure 3.1. The laboratory 
analytical report is provided in Appendix B. 
As presented on Table 3.3 below, here is a discussion of the results. 
• 
The SVOC phenol exceeded the AWQS in all sample locations, while the SVOC 
benzo(a)anthracene exceeded the AWQS in only GW-1. 
• 
PFOA and/or PFOS were detected above the AWQS in all sample locations.  
• 
Metals were detected above the AWQS in all sample locations.  
• 
No VOCs, PCBs or pesticides were detected at concentrations above the AWQS in any 
of the samples. 
 
Table 3.3: Summary of Groundwater Sample Exceedances 
 
3.3. SUB-SLAB/SOIL INVESTIGATION RESULTS 
Three (3) soil vapor borings were completed by PG environmental to approximately five (5) feet 
below ground surface. The vapor samples were analyzed for VOCs in accordance with EPA 
Method TO-15.  A summary of the analytical results is presented on Table 3.4.  A summary of 
the soil vapor and ambient/indoor air detections are presented on Table 3.5 below and Figure 
3.2. The laboratory analytical report is provided in Appendix B. 
 
As presented on Table 3.5 below, o-Xylene, 1,3,5-Trimethylbenzene and 1,2,4-Trimethylbenzene 
were detected above the sub-slab vapor concentration lower limit of the NYSDOH Decision Matrix 
D. Additionally, several chlorinated, solvent and petroleum hydrocarbon (PHC) compounds were 
detected across the Site. 
GW-1
GW-2
GW-3
GW-4
SAMPLING DATE
6/19/2024
6/19/2024
6/19/2024
6/19/2024
NY-AWQS
Results
Results
Results
Results
Phenol
2.2J
4J
3.4J
2.6J
Benzo(a)anthracene
0.002
0.04J
ND
ND
ND
PFOA
0.0067
0.037
0.028
0.0376
0.0232
PFOS
0.0027
ND
0.00448J
0.0096JF
0.00856J
Barium, Total
475.5
783.8
Chromium, Total
135.9
843.4
Copper, Total
153.2
201.3
398.4
222.6
Iron, Total
Lead, Total
31.15
54.51
76.34
61.07
Magnesium, Total
Manganese, Total
Nickel, Total
68.42
103.3
221.4
112.2
Selenium, Total
7.42
8.99
17.4
8.77
Sodium, Total
Thallium, Total
0.5
0.63J
0.85J
1.43
0.79J
Metals (ug/l)
PFAS by EPA 1633 (ug/l)
SVOCs by GC/MS-SIM (ug/l)
SVOCs by GC/MS (ug/l)
Notes
PFAS - Perfluorinated Alkyl Acids
PFOA - Perfluorooctanoic Acid
PFOS - Perfluorooctanesulfonic Acid
ug/l - Micrograms per liter
J - Estimated
Exceedance of NY-AWQS
F - The ratio of quantifier ion response to qualifier ion response falls outside of the laboratory criteria. Results are 
considered to be an estimated maximum concentration.
NY-AWQS - New York TOGS 111 Ambient Water Quality Standards criteria reflects all addendum to criteria through 
June 2004.

Table 3.5: Summary of Groundwater Sample Exceedances 
 
LOCATION
SAMPLING DATE
SAMPLE TYPE
Volatile Organics in Air (ug/m3)
SSC-A SSC-B SSC-D SSC-E SSC-F
Results
RL
Results
RL
Results
RL
Results
RL
Dichlorodifluoromethane
2.43
0.989
2.54
0.989
2.4
0.989
2.52
0.989
Chloromethane
ND
0.413
0.465
0.413
0.911
0.413
ND
0.413
1,3-Butadiene
5.55
0.442
2.39
0.442
2.65
0.442
6.17
0.442
Ethanol
18.7
9.42
39.8
9.42
26.2
9.42
12.9
9.42
Acetone
2.38
67.5
2.38
2.38
2.38
Trichlorofluoromethane
2.75
1.12
2.03
1.12
1.42
1.12
1.66
1.12
Isopropanol
3.1
1.23
6.27
1.23
14.6
1.23
2.46
1.23
Tertiary butyl Alcohol
55.2
1.52
13.7
1.52
68.2
1.52
55.2
1.52
Methylene chloride
2.02
1.74
3.79
1.74
2.99
1.74
2.04
1.74
Carbon disulfide
48.6
0.623
3.36
0.623
8.81
0.623
19.7
0.623
2-Butanone
45.1
1.47
15.7
1.47
29.5
1.47
38.3
1.47
Tetrahydrofuran
ND
1.47
3.95
1.47
3.48
1.47
3.04
1.47
n-Hexane
16.7
0.705
3.25
0.705
6.13
0.705
5.15
0.705
Benzene
9.81
0.639
1.79
0.639
5.34
0.639
3.96
0.639
Cyclohexane
49.6
0.688
24.5
0.688
2.28
0.688
12.2
0.688
Trichloroethene
ND
1.07
1.61
1.07
ND
1.07
ND
1.07
2,2,4-Trimethylpentane
4.46
0.934
37.4
0.934
5.09
0.934
1.61
0.934
Heptane
17.5
0.82
4.84
0.82
5.94
0.82
6.84
0.82
4-Methyl-2-pentanone
20.7
2.05
22.9
2.05
3.31
2.05
2.05
Toluene
49.4
0.754
12.1
0.754
20.8
0.754
23.1
0.754
2-Hexanone
17.7
0.82
ND
0.82
11.5
0.82
20.8
0.82
Tetrachloroethene
11.4
1.36
12.3
1.36
ND
1.36
14.2
1.36
Ethylbenzene
0.869
30.6
0.869
14.9
0.869
21.7
0.869
p/m-Xylene
76.9
1.74
79.9
1.74
56.9
1.74
90.8
1.74
Styrene
ND
0.852
ND
0.852
0.852
0.852
0.907
0.852
o-Xylene
36.9
0.869
93.8
0.869
0.869
37.9
0.869
4-Ethyltoluene
6.54
0.983
12.9
0.983
7.33
0.983
6.93
0.983
1,3,5-Trimethylbenzene
8.65
0.983
71.3
0.983
8.9
0.983
8.26
0.983
1,2,4-Trimethylbenzene
0.983
82.1
0.983
32.1
0.983
32.3
0.983
Naphthalene
3.21
1.05
3.14
1.05
10.9
1.05
3.19
1.05
SV-1
SV-2
SV-3
SV-4
6/19/2024
6/19/2024
6/19/2024
6/19/2024
SOIL_VAPOR
SOIL_VAPOR
SOIL_VAPOR
SOIL_VAPOR
Notes
SSC-A: New York DOH Matrix A Sub-slab Vapor Concentrations Criteria per Guidance for Evaluating Soil Vapor Intrusion, October 2006, and updated May 2017.
SSC-B: New York DOH Matrix B Sub-slab Vapor Concentrations Criteria per Guidance for Evaluating Soil Vapor Intrusion, October 2006, and updated May 2017.
SSC-D: New York DOH Matrix D Sub-slab Vapor Concentrations Criteria per Guidance for Evaluating Soil Vapor Intrusion, October 2006, and updated April 2024.
SSC-E: New York DOH Matrix E Sub-slab Vapor Concentrations Criteria per Guidance for Evaluating Soil Vapor Intrusion, October 2006, and updated April 2024.
SSC-F: New York DOH Matrix F Sub-slab Vapor Concentrations Criteria per Guidance for Evaluating Soil Vapor Intrusion, October 2006, and updated April 2024.
Exceeds the sub-slab vapor concentration lower limit

4.0 CONCLUSIONS AND RECOMMENDATIONS 
Fifteen (15) soil samples, four (4) groundwater samples and four (4) soil vapor samples were 
collected from the Site during the July 2024 Phase II ESA to investigate the subsurface conditions 
and evaluate the RECs identified in the July 2024 Phase I ESAs. 
Soil sample analytical results indicated no soil sample exceedances of the RRSCOs or USCOs 
were found on the Site. Although samples were collected in the vicinity of the GPR anomalies 
(septic system and / possible heating oil tank), and no impacts were identified in the soil, it is 
possible that one of the anomalies does represent a UST and more targeted sampling could result 
in the identification of soil impacts, it is our opinion that this is unlikely and therefore, no further 
soil investigations are required to address the RECs. 
Groundwater sample analytical results indicated minor SVOCs and PFAS exceedances of the 
AWQS. Additionally, high metal exceedances of the AWQS may be attributed to the high turbidity 
of a grab sample from the temporary well. Regardless, these concentrations are not anticipated 
to be from a petroleum or septic source and therefore no further groundwater investigations are 
required to address the RECs. 
Soil vapor sample analytical results indicated petroleum hydrocarbon detected above the sub-
slab vapor concentration lower limit of the NYSDOH Decision Matrix D in SV-2. As this sample is 
further from any suspect REC, there is no known source of this contamination. The source may 
also be off-Site to the west, associated with the railroad. Since no structures are present in the 
vicinity of this sample a pathway to indoor air is not anticipated. Furthermore, other detections of 
chlorinated VOCs and petroleum hydrocarbon (PHC) VOCs were detected in all samples across 
the Site. Based on the evaluation of data collected from soil vapor, no further investigation of the 
soil vapor or indoor air is required to address the RECs. 

Figures 

Y:\GIS\Project_Numbers\13620\APRX_PROJECT\APRX_Standard_Fig_Prj_No.aprx, 7/19/2024 11:17 AM, Kim Vanderklein, LAYOUT: FIG-1.1
¯
UNITED STATES GEOLOGICAL SURVEY (USGS)
HAVERSTRAW, NY USGS QUADRANGLE - 2023
REFERENCE:
LEGEND:
SCALE: 1" = 2,000'
2,000
4,000
1,000
FEET
JOB NO: 13620
DRAWN BY:
KBV
CHECKED BY: JS
SCALE: AS NOTED
DATE:
7/19/2024
FIG-1.1
BLOCK 1, LOTS 3-5
1-3 CROTON POINT AVENUE
VILLAGE OF CROTON-ON-HUDSON
TOWN OF CORTLAND, WESTCHESTER COUNTY, NY
SITE LOCATION
SITE LOCATION

Y:\GIS\Project_Numbers\13620\APRX_PROJECT\APRX_Standard_Fig_Prj_No.aprx, 7/25/2024 12:59 PM, Kim Vanderklein, LAYOUT: FIG-2.1
Ó
Ó
Ó
Ó
A
A
A
A
A
A
Gateway
Plz
Croton Point Ave
State Rte 9a
SB-4/GW-3
SB-3/GW-2
SB-11/GW-4
SB-1/GW-1
SV-3
SV-2
SV-1
SV-4
GB-1
GB-2
GB-3
SB-7
SB-6
SB-8
SB-9
SB-10
SB-12
SB-2
SB-5
¯
project:
title:
job no.: 13620
drawing no:
FIG-2.1
dwg by:
KBV
chk by:
JS
scale:
date:
7/25/2024
© SESI CONSULTING ENGINEERS ---- 2024
This Drawing and all information contained here on is proprietary
information of SESI CONSULTING ENGINEERS and may not be
copied or reproduced, either in whole or in part, by method, without
written permission of SESI CONSULTING ENGINEERS.
Unauthorized alterations or additions to this plan are a violation of
section 7209 (2) of the New York State  Education Law. Copies of this
map not having the seal of the engineer shall not be valid.
NYS Education Law
EXISTING CONDITIONS AND BOUNDARY TAKEN FROM
"BOUNDARY SURVEY - NORTH OF CROTON STATION"
PREPARED BY WELSH ENGINEERING AND LAND
SURVEYING, PC., DATED JUNE 6, 2013; AERIAL IMAGERY:
NEARMAP -  MAR 30, 2024
REFERENCE:
ENVIRONMENTAL SOIL
BORING NUMBER AND
APPROX. LOCATION
A
A
GEOTECHNICAL SOIL
BORING NUMBER AND
APPROX. LOCATION
Ó
SOIL VAPOR NUMBER AND
APPROX LOCATION
ENVIRONMENTAL SOIL
BORING/TEMPORARY WELL
NUMBER AND APPROX.
TAX PARCELS
LEGEND:
FEET
SCALE: 1" = 50'
 BORING LOCATION PLAN
BLOCK 1, LOTS 3-5
1-3 CROTON POINT AVENUE
VILLAGE OF CROTON-ON-HUDSON,
TOWN OF CORTLAND, WESTCHESTER COUNTY, NY
METRO-NORTH COMMUTER
RAILROAD
TAX ID: 79.17-1-5
TAX ID: 79.17-1-3
TAX ID: 79.17-1-4
SB-2
GB-1
SV-1
GW-1
REC TABLE:
79.17-1-3:
REC 1                 - SEPTIC SYSTEM
REC 2                 - HISTORIC OPERATIONS
                              (SITEWIDE)
REC 3                 - STORMWATER CATCH
                              BASINS
79.17-1-4:
REC 1                 - SEPTIC SYSTEM
REC 2                 - HEATING OIL TANK
                              (SITEWIDE)
REC 3                 - HISTORIC OPERATIONS
                              (SITEWIDE)
REC 4                 - CHEMICAL STORAGE
79.17-1-5:
REC 1                 - SEPTIC SYSTEM
REC 2                 - HISTORIC OPERATIONS
                              (SITEWIDE)
REC 3                 - STORMWATER CATCH
                              BASINS

Y:\GIS\Project_Numbers\13620\APRX_PROJECT\APRX_Standard_Fig_Prj_No.aprx, 7/25/2024 12:54 PM, Kim Vanderklein, LAYOUT: FIG-3.1
Croton Point Ave
State
Rte 9a
SB-4/GW-3
SB-3/GW-2
SB-11/GW-4
SB-1/GW-1
¯
project:
title:
job no.: 13620
drawing no:
FIG-3.1
dwg by:
KBV
chk by:
JS
scale:
date:
7/25/2024
© SESI CONSULTING ENGINEERS ---- 2024
This Drawing and all information contained here on is proprietary
information of SESI CONSULTING ENGINEERS and may not be
copied or reproduced, either in whole or in part, by method, without
written permission of SESI CONSULTING ENGINEERS.
Unauthorized alterations or additions to this plan are a violation of
section 7209 (2) of the New York State  Education Law. Copies of this
map not having the seal of the engineer shall not be valid.
NYS Education Law
EXISTING CONDITIONS AND BOUNDARY TAKEN FROM
"BOUNDARY SURVEY - NORTH OF CROTON STATION"
PREPARED BY WELSH ENGINEERING AND LAND
SURVEYING, PC., DATED JUNE 6, 2013; AERIAL IMAGERY:
NEARMAP -  MAR 30, 2024
REFERENCE:
FEET
SCALE: 1" = 50'
BLOCK 1, LOTS 3-5
1-3 CROTON POINT AVENUE
VILLAGE OF CROTON-ON-HUDSON,
TOWN OF CORTLAND, WESTCHESTER COUNTY, NY
 GROUNDWATER SAMPLE LOCATIONS
AND CONCENTRATIONS PLAN
BLOCK 1, LOTS 3-5
1-3 CROTON POINT AVENUE
VILLAGE OF CROTON-ON-HUDSON,
TOWN OF CORTLAND, WESTCHESTER COUNTY, NY
METRO-NORTH COMMUTER
RAILROAD
TAX ID: 79.17-1-5
TAX ID: 79.17-1-3
TAX ID: 79.17-1-4
SITE LOCATION
ENVIRONMENTAL SOIL BORING/
TEMPORARY WELL NUMBER AND
APPROX. LOCATION
GW-1
LEGEND:
SAMPLE ID
GW-1
COLLECTION DATE
6/19/2024
ANALYTE
Results (ug/l)
PFOA
0.037
Benzo(a)anthracene
0.04J
Phenol
2.2J
Chromium, Total
135.9
Iron, Total
Lead, Total
31.15
Magnesium, Total
Manganese, Total
Sodium, Total
Thallium, Total
0.63J
PFAS
SVOCs
Total Metals
SAMPLE ID
GW-2
COLLECTION DATE
6/19/2024
ANALYTE
Results (ug/l)
PFOA
0.028
PFOS
0.00448J
Phenol
4J
Chromium, Total
Copper, Total
201.3
Iron, Total
Lead, Total
54.51
Magnesium, Total
Manganese, Total
Nickel, Total
103.3
Sodium, Total
Thallium, Total
0.85J
PFAS
SVOCs
Total Metals
SAMPLE ID
GW-3
COLLECTION DATE
6/19/2024
ANALYTE
Results (ug/l)
PFOA
0.0376
PFOS
0.0096JF
Phenol
3.4J
Barium, Total
Chromium, Total
843.4
Copper, Total
398.4
Iron, Total
Lead, Total
76.34
Magnesium, Total
Manganese, Total
Nickel, Total
221.4
Selenium, Total
17.4
Sodium, Total
Thallium, Total
1.43
Total Metals
PFAS
SVOCs
SAMPLE ID
GW-4
COLLECTION DATE
6/19/2024
ANALYTE
Results (ug/l)
PFOA
0.0232
PFOS
0.00856J
Phenol
2.6J
Chromium, Total
Copper, Total
222.6
Iron, Total
Lead, Total
61.07
Magnesium, Total
Manganese, Total
Nickel, Total
112.2
Sodium, Total
Thallium, Total
0.79J
Total Metals
PFAS
SVOCs
Compound (ug/l)
NY-AWQS
PFOA
0.0067
PFOS
0.0027
Phenol
Benzo(a)anthracene
0.002
Barium, Total
Chromium, Total
Copper, Total
Iron, Total
Lead, Total
Magnesium, Total
Manganese, Total
Nickel, Total
Selenium, Total
Sodium, Total
Thallium, Total
0.5
PFAS
SVOCs
Total Metals
Notes
PFAS - Perfluorinated Alkyl Acids
PFOA - Perfluorooctanoic Acid
PFOS - Perfluorooctanesulfonic Acid
ug/l - Micrograms per liter
J - Estimated
F - The ratio of quantifier ion response to qualifier ion response falls
outside of the laboratory criteria. Results are considered to be an
estimated maximum concentration.
NY-AWQS - New York TOGS 111 Ambient Water Quality Standards
criteria reflects all addendum to criteria through June 2004.
Exceedance of NY-AWQS
REC TABLE:
79.17-1-3:
REC 1                 - SEPTIC SYSTEM
REC 2                 - HISTORIC OPERATIONS
                              (SITEWIDE)
REC 3                 - STORMWATER CATCH
                              BASINS
79.17-1-4:
REC 1                 - SEPTIC SYSTEM
REC 2                 - HEATING OIL TANK
                              (SITEWIDE)
REC 3                 - HISTORIC OPERATIONS
                              (SITEWIDE)
REC 4                 - CHEMICAL STORAGE
79.17-1-5:
REC 1                 - SEPTIC SYSTEM
REC 2                 - HISTORIC OPERATIONS
                              (SITEWIDE)
REC 3                 - STORMWATER CATCH
                              BASINS

Y:\GIS\Project_Numbers\13620\APRX_PROJECT\APRX_Standard_Fig_Prj_No.aprx, 7/25/2024 12:53 PM, Kim Vanderklein, LAYOUT: FIG-3.2
Ó
Ó
Ó
Ó
Gateway Plz
Croton Point Ave
State Rte 9a
SV-3
SV-2
SV-1
SV-4
¯
project:
title:
job no.: 13620
drawing no:
FIG-3.2
dwg by:
KBV
chk by:
JS
scale:
date:
7/25/2024
© SESI CONSULTING ENGINEERS ---- 2024
This Drawing and all information contained here on is proprietary
information of SESI CONSULTING ENGINEERS and may not be
copied or reproduced, either in whole or in part, by method, without
written permission of SESI CONSULTING ENGINEERS.
Unauthorized alterations or additions to this plan are a violation of
section 7209 (2) of the New York State  Education Law. Copies of this
map not having the seal of the engineer shall not be valid.
NYS Education Law
EXISTING CONDITIONS AND BOUNDARY TAKEN FROM
"BOUNDARY SURVEY - NORTH OF CROTON STATION"
PREPARED BY WELSH ENGINEERING AND LAND
SURVEYING, PC., DATED JUNE 6, 2013; AERIAL IMAGERY:
NEARMAP -  MAR 30, 2024
REFERENCE:
FEET
SCALE: 1" = 50'
 SOIL VAPOR SAMPLING LOCATIONS
AND CONCENTRATIONS PLAN
BLOCK 1, LOTS 3-5
1-3 CROTON POINT AVENUE
VILLAGE OF CROTON-ON-HUDSON,
TOWN OF CORTLAND, WESTCHESTER COUNTY, NY
METRO-NORTH COMMUTER
RAILROAD
TAX ID: 79.17-1-5
TAX ID: 79.17-1-3
TAX ID: 79.17-1-4
SITE LOCATION
SOIL VAPOR NUMBER AND
APPROX LOCATION
Ó
LEGEND:
SAMPLING DATE
Volatile Organics in Air (ug/m3)
Results
RL
Dichlorodifluoromethane
2.43
0.989
1,3-Butadiene
5.55
0.442
Ethanol
18.7
9.42
Acetone
2.38
Trichlorofluoromethane
2.75
1.12
Isopropanol
3.1
1.23
Tertiary butyl Alcohol
55.2
1.52
Methylene chloride
2.02
1.74
Carbon disulfide
48.6
0.623
2-Butanone
45.1
1.47
n-Hexane
16.7
0.705
Benzene
9.81
0.639
Cyclohexane
49.6
0.688
2,2,4-Trimethylpentane
4.46
0.934
Heptane
17.5
0.82
4-Methyl-2-pentanone
20.7
2.05
Toluene
49.4
0.754
2-Hexanone
17.7
0.82
Tetrachloroethene
11.4
1.36
Ethylbenzene
0.869
p/m-Xylene
76.9
1.74
o-Xylene
36.9
0.869
4-Ethyltoluene
6.54
0.983
1,3,5-Trimethylbenzene
8.65
0.983
1,2,4-Trimethylbenzene
0.983
Naphthalene
3.21
1.05
SV-1
6/19/2024
LOCATION
SAMPLING DATE
Volatile Organics in Air (ug/m3)
Results
RL
Dichlorodifluoromethane
2.54
0.989
Chloromethane
0.465
0.413
1,3-Butadiene
2.39
0.442
Ethanol
39.8
9.42
Acetone
67.5
2.38
Trichlorofluoromethane
2.03
1.12
Isopropanol
6.27
1.23
Tertiary butyl Alcohol
13.7
1.52
Methylene chloride
3.79
1.74
Carbon disulfide
3.36
0.623
2-Butanone
15.7
1.47
Tetrahydrofuran
3.95
1.47
n-Hexane
3.25
0.705
Benzene
1.79
0.639
Cyclohexane
24.5
0.688
Trichloroethene
1.61
1.07
2,2,4-Trimethylpentane
37.4
0.934
Heptane
4.84
0.82
4-Methyl-2-pentanone
22.9
2.05
Toluene
12.1
0.754
Tetrachloroethene
12.3
1.36
Ethylbenzene
30.6
0.869
p/m-Xylene
79.9
1.74
o-Xylene
93.8
0.869
4-Ethyltoluene
12.9
0.983
1,3,5-Trimethylbenzene
71.3
0.983
1,2,4-Trimethylbenzene
82.1
0.983
Naphthalene
3.14
1.05
SV-2
6/19/2024
LOCATION
SAMPLING DATE
Volatile Organics in Air (ug/m3)
Results
RL
Dichlorodifluoromethane
2.4
0.989
Chloromethane
0.911
0.413
1,3-Butadiene
2.65
0.442
Ethanol
26.2
9.42
Acetone
2.38
Trichlorofluoromethane
1.42
1.12
Isopropanol
14.6
1.23
Tertiary butyl Alcohol
68.2
1.52
Methylene chloride
2.99
1.74
Carbon disulfide
8.81
0.623
2-Butanone
29.5
1.47
Tetrahydrofuran
3.48
1.47
n-Hexane
6.13
0.705
Benzene
5.34
0.639
Cyclohexane
2.28
0.688
2,2,4-Trimethylpentane
5.09
0.934
Heptane
5.94
0.82
4-Methyl-2-pentanone
3.31
2.05
Toluene
20.8
0.754
2-Hexanone
11.5
0.82
Ethylbenzene
14.9
0.869
p/m-Xylene
56.9
1.74
Styrene
0.852
0.852
o-Xylene
0.869
4-Ethyltoluene
7.33
0.983
1,3,5-Trimethylbenzene
8.9
0.983
1,2,4-Trimethylbenzene
32.1
0.983
Naphthalene
10.9
1.05
SV-3
6/19/2024
LOCATION
SAMPLING DATE
Volatile Organics in Air (ug/m3)
Results
RL
Dichlorodifluoromethane
2.52
0.989
1,3-Butadiene
6.17
0.442
Ethanol
12.9
9.42
Acetone
2.38
Trichlorofluoromethane
1.66
1.12
Isopropanol
2.46
1.23
Tertiary butyl Alcohol
55.2
1.52
Methylene chloride
2.04
1.74
Carbon disulfide
19.7
0.623
2-Butanone
38.3
1.47
Tetrahydrofuran
3.04
1.47
n-Hexane
5.15
0.705
Benzene
3.96
0.639
Cyclohexane
12.2
0.688
2,2,4-Trimethylpentane
1.61
0.934
Heptane
6.84
0.82
4-Methyl-2-pentanone
2.05
Toluene
23.1
0.754
2-Hexanone
20.8
0.82
Tetrachloroethene
14.2
1.36
Ethylbenzene
21.7
0.869
p/m-Xylene
90.8
1.74
Styrene
0.907
0.852
o-Xylene
37.9
0.869
4-Ethyltoluene
6.93
0.983
1,3,5-Trimethylbenzene
8.26
0.983
1,2,4-Trimethylbenzene
32.3
0.983
Naphthalene
3.19
1.05
6/19/2024
SV-4
Volatile Organics in Air (ug/m3)
SSC-A SSC-B SSC-D SSC-E SSC-F
Dichlorodifluoromethane
Chloromethane
1,3-Butadiene
Ethanol
Acetone
Trichlorofluoromethane
Isopropanol
Tertiary butyl Alcohol
Methylene chloride
Carbon disulfide
2-Butanone
Tetrahydrofuran
n-Hexane
Benzene
Cyclohexane
Trichloroethene
2,2,4-Trimethylpentane
Heptane
4-Methyl-2-pentanone
Toluene
2-Hexanone
Tetrachloroethene
Ethylbenzene
p/m-Xylene
Styrene
o-Xylene
4-Ethyltoluene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
Naphthalene
Notes
SSC-A: New York DOH Matrix A Sub-slab Vapor Concentrations Criteria
per Guidance for Evaluating Soil Vapor Intrusion, October 2006, and
updated May 2017.
SSC-B: New York DOH Matrix B Sub-slab Vapor Concentrations Criteria
per Guidance for Evaluating Soil Vapor Intrusion, October 2006, and
updated May 2017.
SSC-D: New York DOH Matrix D Sub-slab Vapor Concentrations Criteria
per Guidance for Evaluating Soil Vapor Intrusion, October 2006, and
updated April 2024.
SSC-E: New York DOH Matrix E Sub-slab Vapor Concentrations Criteria
per Guidance for Evaluating Soil Vapor Intrusion, October 2006, and
updated April 2024.
SSC-F: New York DOH Matrix F Sub-slab Vapor Concentrations Criteria
per Guidance for Evaluating Soil Vapor Intrusion, October 2006, and
updated April 2024.
Exceeds the sub-slab vapor concentration lower limit
SV-1
REC TABLE:
79.17-1-3:
REC 1                 - SEPTIC SYSTEM
REC 2                 - HISTORIC OPERATIONS
                              (SITEWIDE)
REC 3                 - STORMWATER CATCH
                              BASINS
79.17-1-4:
REC 1                 - SEPTIC SYSTEM
REC 2                 - HEATING OIL TANK
                              (SITEWIDE)
REC 3                 - HISTORIC OPERATIONS
                              (SITEWIDE)
REC 4                 - CHEMICAL STORAGE
79.17-1-5:
REC 1                 - SEPTIC SYSTEM
REC 2                 - HISTORIC OPERATIONS
                              (SITEWIDE)
REC 3                 - STORMWATER CATCH
                              BASINS

Tables 

Table 3.1 - Summary of Soil Sample Results
Tax ID 79.17-1-3, 79.17-1-4, and 79.17-1-5
Phase II Environmental Site Assessment 
July 2024
LOCATION
SAMPLING DATE
LAB SAMPLE ID
DEPTH (FT)
NY-RESRR NY-UNRES Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
General Chemistry
Solids, Total (%)
97.3
0.1
97.9
0.1
98.4
0.1
93.1
0.1
93.1
0.1
73.6
0.1
77.1
0.1
91.1
0.1
Cyanide, Total (mg/kg)
ND
ND
0.96
ND
0.99
ND
ND
ND
1.3
ND
1.3
ND
Pesticides by GC (mg/kg)
Delta-BHC
0.04
ND
0.00158
ND
0.00156
ND
0.00156
ND
0.00168
ND
0.00163
ND
0.0021
ND
0.002
ND
0.00173
Lindane
1.3
0.1
ND
0.00066
ND
0.000652
ND
0.000652
ND
0.000699
ND
0.000681
ND
0.000874
ND
0.000834
ND
0.000721
Alpha-BHC
0.48
0.02
ND
0.00066
ND
0.000652
ND
0.000652
ND
0.000699
ND
0.000681
ND
0.000874
ND
0.000834
ND
0.000721
Beta-BHC
0.36
0.036
ND
0.00158
ND
0.00156
ND
0.00156
ND
0.00168
ND
0.00163
ND
0.0021
ND
0.002
ND
0.00173
Heptachlor
2.1
0.042
ND
0.000792
ND
0.000782
ND
0.000782
ND
0.000839
ND
0.000817
ND
0.00105
ND
0.001
ND
0.000865
Aldrin
0.097
0.005
ND
0.00158
ND
0.00156
ND
0.00156
ND
0.00168
ND
0.00163
ND
0.0021
ND
0.002
ND
0.00173
Heptachlor epoxide
ND
0.00297
ND
0.00293
ND
0.00293
ND
0.00315
ND
0.00306
ND
0.00393
ND
0.00375
ND
0.00324
Endrin
0.014
ND
0.00066
ND
0.000652
ND
0.000652
ND
0.000699
ND
0.000681
ND
0.000874
ND
0.000834
ND
0.000721
Endrin aldehyde
ND
0.00198
ND
0.00196
ND
0.00196
ND
0.0021
ND
0.00204
ND
0.00262
ND
0.0025
ND
0.00216
Endrin ketone
ND
0.00158
ND
0.00156
ND
0.00156
ND
0.00168
ND
0.00163
ND
0.0021
ND
0.002
ND
0.00173
Dieldrin
0.2
0.005
ND
0.00099
ND
0.000978
ND
0.000978
ND
0.00105
ND
0.00102
ND
0.00131
ND
0.00125
ND
0.00108
4,4'-DDE
8.9
0.0033
ND
0.00158
ND
0.00156
ND
0.00156
ND
0.00168
ND
0.00163
ND
0.0021
ND
0.002
ND
0.00173
4,4'-DDD
0.0033
ND
0.00158
ND
0.00156
ND
0.00156
ND
0.00168
ND
0.00163
ND
0.0021
ND
0.002
ND
0.00173
4,4'-DDT
7.9
0.0033
ND
0.00158
ND
0.00156
ND
0.00156
ND
0.00168
ND
0.00163
ND
0.0021
ND
0.002
ND
0.00173
Endosulfan I
2.4
ND
0.00158
ND
0.00156
ND
0.00156
ND
0.00168
ND
0.00163
ND
0.0021
ND
0.002
ND
0.00173
Endosulfan II
2.4
ND
0.00158
ND
0.00156
ND
0.00156
ND
0.00168
ND
0.00163
ND
0.0021
ND
0.002
ND
0.00173
Endosulfan sulfate
2.4
ND
0.00066
ND
0.000652
ND
0.000652
ND
0.000699
ND
0.000681
ND
0.000874
ND
0.000834
ND
0.000721
Methoxychlor
ND
0.00297
ND
0.00293
ND
0.00293
ND
0.00315
ND
0.00306
ND
0.00393
ND
0.00375
ND
0.00324
Toxaphene
ND
0.0297
ND
0.0293
ND
0.0293
ND
0.0315
ND
0.0306
ND
0.0393
ND
0.0375
ND
0.0324
cis-Chlordane
4.2
0.094
ND
0.00198
ND
0.00196
ND
0.00196
ND
0.0021
ND
0.00204
ND
0.00262
ND
0.0025
ND
0.00216
trans-Chlordane
ND
0.00198
ND
0.00196
ND
0.00196
ND
0.0021
ND
0.00204
ND
0.00262
ND
0.0025
ND
0.00216
Chlordane
ND
0.0132
ND
0.013
ND
0.013
ND
0.014
ND
0.0136
ND
0.0175
ND
0.0167
ND
0.0144
PCBs by GC (mg/kg)
Aroclor 1016
0.1
ND
0.0496
ND
0.0466
ND
0.0467
ND
0.053
ND
0.0508
ND
0.0657
ND
0.0616
ND
0.0529
Aroclor 1221
0.1
ND
0.0496
ND
0.0466
ND
0.0467
ND
0.053
ND
0.0508
ND
0.0657
ND
0.0616
ND
0.0529
Aroclor 1232
0.1
ND
0.0496
ND
0.0466
ND
0.0467
ND
0.053
ND
0.0508
ND
0.0657
ND
0.0616
ND
0.0529
Aroclor 1242
0.1
ND
0.0496
ND
0.0466
ND
0.0467
ND
0.053
ND
0.0508
ND
0.0657
ND
0.0616
ND
0.0529
Aroclor 1248
0.1
ND
0.0496
ND
0.0466
ND
0.0467
ND
0.053
ND
0.0508
ND
0.0657
ND
0.0616
ND
0.0529
Aroclor 1254
0.1
ND
0.0496
ND
0.0466
ND
0.0467
ND
0.053
ND
0.0508
ND
0.0657
ND
0.0616
ND
0.0529
Aroclor 1260
0.1
ND
0.0496
ND
0.0466
0.0784
0.0467
ND
0.053
ND
0.0508
ND
0.0657
ND
0.0616
ND
0.0529
Aroclor 1262
0.1
ND
0.0496
ND
0.0466
ND
0.0467
ND
0.053
ND
0.0508
ND
0.0657
ND
0.0616
ND
0.0529
Aroclor 1268
0.1
ND
0.0496
ND
0.0466
ND
0.0467
ND
0.053
ND
0.0508
ND
0.0657
ND
0.0616
ND
0.0529
PCBs, Total
0.1
ND
0.0496
ND
0.0466
0.0784
0.0467
ND
0.053
ND
0.0508
ND
0.0657
ND
0.0616
ND
0.0529
SVOCs by GC/MS (mg/kg)
Acenaphthene
ND
0.14
ND
0.14
ND
0.13
ND
0.14
ND
0.14
ND
0.18
ND
0.17
ND
0.14
1,2,4-Trichlorobenzene
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
Hexachlorobenzene
1.2
0.33
ND
0.1
ND
0.1
ND
0.1
ND
0.1
ND
0.1
ND
0.13
ND
0.13
ND
0.11
Bis(2-chloroethyl)ether
ND
0.15
ND
0.15
ND
0.15
ND
0.16
ND
0.16
ND
0.2
ND
0.19
ND
0.16
2-Chloronaphthalene
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
1,2-Dichlorobenzene
1.1
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
1,3-Dichlorobenzene
2.4
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
1,4-Dichlorobenzene
1.8
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
3,3'-Dichlorobenzidine
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
2,4-Dinitrotoluene
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
2,6-Dinitrotoluene
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
Fluoranthene
ND
0.1
ND
0.1
ND
0.1
ND
0.1
ND
0.1
ND
0.13
ND
0.13
ND
0.11
4-Chlorophenyl phenyl ether
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
4-Bromophenyl phenyl ether
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
Bis(2-chloroisopropyl)ether
ND
0.2
ND
0.2
ND
0.2
ND
0.21
ND
0.21
ND
0.27
ND
0.26
ND
0.22
Bis(2-chloroethoxy)methane
ND
0.18
ND
0.18
ND
0.18
ND
0.19
ND
0.19
ND
0.24
ND
0.23
ND
0.19
Hexachlorobutadiene
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
Hexachlorocyclopentadiene
ND
0.49
ND
0.48
ND
0.48
ND
0.5
ND
0.5
ND
0.64
ND
0.61
ND
0.52
Hexachloroethane
ND
0.14
ND
0.14
ND
0.13
ND
0.14
ND
0.14
ND
0.18
ND
0.17
ND
0.14
Isophorone
ND
0.15
ND
0.15
ND
0.15
ND
0.16
ND
0.16
ND
0.2
ND
0.19
ND
0.16
Naphthalene
ND
0.17
ND
0.17
0.031J
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
Nitrobenzene
ND
0.15
ND
0.15
ND
0.15
ND
0.16
ND
0.16
ND
0.2
ND
0.19
ND
0.16
NDPA/DPA
ND
0.14
ND
0.14
ND
0.13
ND
0.14
ND
0.14
ND
0.18
ND
0.17
ND
0.14
n-Nitrosodi-n-propylamine
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
Bis(2-ethylhexyl)phthalate
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
Butyl benzyl phthalate
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
Di-n-butylphthalate
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
12.0-12.5
8.0-8.5
14.0-14.5
7.5-8.0
6.0-6.5
L2434398-02
6/17/2024
GB-1 (5.0-5.5)
5.0-5.5
7.0-7.5
10.0-10.5
L2434398-03
6/17/2024
GB-2 (7.0-7.5)
L2434398-04
6/18/2024
GB-3 (10.0-10.5)
L2434398-05
6/18/2024
SB-1 (12.0-12.5)
L2434398-07
6/18/2024
SB-2 (8.0-8.5)
L2434681-01
6/19/2024
SB-3 (14.5-15.0)
L2434681-02
6/19/2024
SB-4 (7.5-8.0)
L2434681-03
6/19/2024
SB-5 (6.0-6.5)

Table 3.1 - Summary of Soil Sample Results
Tax ID 79.17-1-3, 79.17-1-4, and 79.17-1-5
Phase II Environmental Site Assessment 
July 2024
LOCATION
SAMPLING DATE
LAB SAMPLE ID
DEPTH (FT)
NY-RESRR NY-UNRES Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
12.0-12.5
8.0-8.5
14.0-14.5
7.5-8.0
6.0-6.5
L2434398-02
6/17/2024
GB-1 (5.0-5.5)
5.0-5.5
7.0-7.5
10.0-10.5
L2434398-03
6/17/2024
GB-2 (7.0-7.5)
L2434398-04
6/18/2024
GB-3 (10.0-10.5)
L2434398-05
6/18/2024
SB-1 (12.0-12.5)
L2434398-07
6/18/2024
SB-2 (8.0-8.5)
L2434681-01
6/19/2024
SB-3 (14.5-15.0)
L2434681-02
6/19/2024
SB-4 (7.5-8.0)
L2434681-03
6/19/2024
SB-5 (6.0-6.5)
Di-n-octylphthalate
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
Diethyl phthalate
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
Dimethyl phthalate
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
Benzo(a)anthracene
ND
0.1
ND
0.1
ND
0.1
ND
0.1
ND
0.1
ND
0.13
ND
0.13
ND
0.11
Benzo(a)pyrene
ND
0.14
ND
0.14
ND
0.13
ND
0.14
ND
0.14
ND
0.18
ND
0.17
ND
0.14
Benzo(b)fluoranthene
ND
0.1
ND
0.1
ND
0.1
ND
0.1
ND
0.1
ND
0.13
ND
0.13
ND
0.11
Benzo(k)fluoranthene
3.9
0.8
ND
0.1
ND
0.1
ND
0.1
ND
0.1
ND
0.1
ND
0.13
ND
0.13
ND
0.11
Chrysene
3.9
ND
0.1
ND
0.1
ND
0.1
ND
0.1
ND
0.1
ND
0.13
ND
0.13
ND
0.11
Acenaphthylene
ND
0.14
ND
0.14
ND
0.13
ND
0.14
ND
0.14
ND
0.18
ND
0.17
ND
0.14
Anthracene
ND
0.1
ND
0.1
ND
0.1
ND
0.1
ND
0.1
ND
0.13
ND
0.13
ND
0.11
Benzo(ghi)perylene
ND
0.14
ND
0.14
ND
0.13
ND
0.14
ND
0.14
ND
0.18
ND
0.17
ND
0.14
Fluorene
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
Phenanthrene
ND
0.1
ND
0.1
ND
0.1
ND
0.1
ND
0.1
ND
0.13
ND
0.13
ND
0.11
Dibenzo(a,h)anthracene
0.33
0.33
ND
0.1
ND
0.1
ND
0.1
ND
0.1
ND
0.1
ND
0.13
ND
0.13
ND
0.11
Indeno(1,2,3-cd)pyrene
0.5
0.5
ND
0.14
ND
0.14
ND
0.13
ND
0.14
ND
0.14
ND
0.18
ND
0.17
ND
0.14
Pyrene
ND
0.1
ND
0.1
ND
0.1
ND
0.1
ND
0.1
ND
0.13
ND
0.13
ND
0.11
Biphenyl
ND
0.39
ND
0.38
ND
0.38
ND
0.4
ND
0.4
ND
0.51
ND
0.49
ND
0.41
4-Chloroaniline
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
2-Nitroaniline
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
3-Nitroaniline
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
4-Nitroaniline
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
Dibenzofuran
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
2-Methylnaphthalene
ND
0.2
ND
0.2
0.045J
0.2
ND
0.21
ND
0.21
ND
0.27
ND
0.26
ND
0.22
1,2,4,5-Tetrachlorobenzene
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
Acetophenone
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
2,4,6-Trichlorophenol
ND
0.1
ND
0.1
ND
0.1
ND
0.1
ND
0.1
ND
0.13
ND
0.13
ND
0.11
p-Chloro-m-cresol
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
2-Chlorophenol
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
2,4-Dichlorophenol
ND
0.15
ND
0.15
ND
0.15
ND
0.16
ND
0.16
ND
0.2
ND
0.19
ND
0.16
2,4-Dimethylphenol
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
2-Nitrophenol
ND
0.37
ND
0.36
ND
0.36
ND
0.38
ND
0.38
ND
0.48
ND
0.46
ND
0.39
4-Nitrophenol
ND
0.24
ND
0.24
ND
0.23
ND
0.25
ND
0.25
ND
0.31
ND
0.3
ND
0.25
2,4-Dinitrophenol
ND
0.82
ND
0.81
ND
0.8
ND
0.85
ND
0.85
ND
1.1
ND
ND
0.86
4,6-Dinitro-o-cresol
ND
0.44
ND
0.44
ND
0.43
ND
0.46
ND
0.46
ND
0.58
ND
0.56
ND
0.47
Pentachlorophenol
6.7
0.8
ND
0.14
ND
0.14
ND
0.13
ND
0.14
ND
0.14
ND
0.18
ND
0.17
ND
0.14
Phenol
0.33
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
2-Methylphenol
0.33
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
3-Methylphenol/4-Methylphenol
0.33
ND
0.24
ND
0.24
ND
0.24
ND
0.25
ND
0.25
ND
0.32
ND
0.31
ND
0.26
2,4,5-Trichlorophenol
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
Benzoic Acid
ND
0.55
ND
0.55
ND
0.54
ND
0.57
ND
0.57
ND
0.73
ND
0.69
ND
0.58
Benzyl Alcohol
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
Carbazole
ND
0.17
ND
0.17
ND
0.17
ND
0.18
ND
0.18
ND
0.22
ND
0.21
ND
0.18
1,4-Dioxane
0.1
ND
0.026
ND
0.025
ND
0.025
ND
0.026
ND
0.026
ND
0.034
ND
0.032
ND
0.027
Total Metals
Aluminum, Total
8.12
7.99
8.1
8.3
8.2
10.5
10.4
8.22
Antimony, Total
ND
4.06
ND
ND
4.05
ND
4.15
ND
4.1
ND
5.27
ND
5.19
ND
4.11
Arsenic, Total
1.32
0.812
2.7
0.799
1.45
0.81
3.02
0.83
1.14
0.82
1.03J
1.05
1.07
1.04
1.31
0.822
Barium, Total
23.8
0.812
34.7
0.799
24.4
0.81
26.4
0.83
25.2
0.82
45.1
1.05
34.8
1.04
0.822
Beryllium, Total
7.2
0.124J
0.406
0.138J
0.4
0.123J
0.405
0.277J
0.415
0.115J
0.41
0.187J
0.527
0.138J
0.519
0.175J
0.411
Cadmium, Total
4.3
2.5
ND
0.812
ND
0.799
ND
0.81
0.084J
0.83
ND
0.82
ND
1.05
ND
1.04
ND
0.822
Calcium, Total
8.12
7.99
8.1
8.3
8.2
10.5
10.4
8.22
Chromium, Total
8.24
0.812
6.82
0.799
6.17
0.81
9.78
0.83
7.47
0.82
10.1
1.05
6.2
1.04
17.8
0.822
Cobalt, Total
4.03
1.62
3.6
1.6
4.32
1.62
1.66
3.39
1.64
4.78
2.11
3.75
2.08
4.57
1.64
Copper, Total
9.88
0.812
10.9
0.799
9.73
0.81
12.9
0.83
9.33
0.82
12.5
1.05
10.2
1.04
16.9
0.822
Iron, Total
4.06
4.05
4.15
4.1
5.27
5.19
4.11
Lead, Total
2.09J
4.06
3.34J
3.89J
4.05
5.21
4.15
2.12J
4.1
2.12J
5.27
2.04J
5.19
3.1J
4.11
Magnesium, Total
8.12
7.99
8.1
8.3
8.2
10.5
10.4
8.22
Manganese, Total
0.812
0.799
0.81
0.83
0.82
1.05
1.04
0.822
Mercury, Total
0.81
0.18
ND
0.082
ND
0.077
ND
0.08
ND
0.076
ND
0.076
ND
0.086
ND
0.086
ND
0.086
Nickel, Total
7.51
2.03
7.44
7.9
2.02
13.4
2.08
7.15
2.05
9.77
2.63
6.16
2.59
7.77
2.06
Potassium, Total
Selenium, Total
3.9
ND
1.62
ND
1.6
ND
1.62
ND
1.66
ND
1.64
ND
2.11
ND
2.08
ND
1.64
Silver, Total
ND
0.406
ND
0.4
ND
0.405
ND
0.415
ND
0.41
ND
0.527
ND
0.519
ND
0.411
Sodium, Total
160J
103J
Thallium, Total
ND
1.62
0.26J
1.6
ND
1.62
ND
1.66
ND
1.64
ND
2.11
ND
2.08
ND
1.64

Table 3.1 - Summary of Soil Sample Results
Tax ID 79.17-1-3, 79.17-1-4, and 79.17-1-5
Phase II Environmental Site Assessment 
July 2024
LOCATION
SAMPLING DATE
LAB SAMPLE ID
DEPTH (FT)
NY-RESRR NY-UNRES Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
12.0-12.5
8.0-8.5
14.0-14.5
7.5-8.0
6.0-6.5
L2434398-02
6/17/2024
GB-1 (5.0-5.5)
5.0-5.5
7.0-7.5
10.0-10.5
L2434398-03
6/17/2024
GB-2 (7.0-7.5)
L2434398-04
6/18/2024
GB-3 (10.0-10.5)
L2434398-05
6/18/2024
SB-1 (12.0-12.5)
L2434398-07
6/18/2024
SB-2 (8.0-8.5)
L2434681-01
6/19/2024
SB-3 (14.5-15.0)
L2434681-02
6/19/2024
SB-4 (7.5-8.0)
L2434681-03
6/19/2024
SB-5 (6.0-6.5)
Vanadium, Total
11.2
0.812
0.799
8.98
0.81
11.2
0.83
9.82
0.82
1.05
9.73
1.04
12.8
0.822
Zinc, Total
17.4
4.06
18.7
18.6
4.05
38.8
4.15
16.9
4.1
20.8
5.27
17.7
5.19
23.7
4.11
VOCs by EPA 5035 (mg/kg)
Methylene chloride
0.05
ND
0.006
ND
0.0052
ND
0.0053
ND
0.0057
ND
0.0062
ND
0.0083
ND
0.0083
ND
0.006
1,1-Dichloroethane
0.27
ND
0.0012
ND
0.001
ND
0.001
ND
0.0011
ND
0.0012
ND
0.0017
ND
0.0017
ND
0.0012
Chloroform
0.37
ND
0.0018
ND
0.0016
ND
0.0016
ND
0.0017
ND
0.0019
ND
0.0025
ND
0.0025
ND
0.0018
Carbon tetrachloride
2.4
0.76
ND
0.0012
ND
0.001
ND
0.001
ND
0.0011
ND
0.0012
ND
0.0017
ND
0.0017
ND
0.0012
1,2-Dichloropropane
ND
0.0012
ND
0.001
ND
0.001
ND
0.0011
ND
0.0012
ND
0.0017
ND
0.0017
ND
0.0012
Dibromochloromethane
ND
0.0012
ND
0.001
ND
0.001
ND
0.0011
ND
0.0012
ND
0.0017
ND
0.0017
ND
0.0012
1,1,2-Trichloroethane
ND
0.0012
ND
0.001
ND
0.001
ND
0.0011
ND
0.0012
ND
0.0017
ND
0.0017
ND
0.0012
Tetrachloroethene
1.3
ND
0.0006
ND
0.00052
ND
0.00053
ND
0.00057
ND
0.00062
ND
0.00083
ND
0.00083
ND
0.0006
Chlorobenzene
1.1
ND
0.0006
ND
0.00052
ND
0.00053
ND
0.00057
ND
0.00062
ND
0.00083
ND
0.00083
ND
0.0006
Trichlorofluoromethane
ND
0.0048
ND
0.0041
ND
0.0042
ND
0.0046
ND
0.005
ND
0.0067
ND
0.0066
ND
0.0048
1,2-Dichloroethane
3.1
0.02
ND
0.0012
ND
0.001
ND
0.001
ND
0.0011
ND
0.0012
ND
0.0017
ND
0.0017
ND
0.0012
1,1,1-Trichloroethane
0.68
ND
0.0006
ND
0.00052
ND
0.00053
ND
0.00057
ND
0.00062
ND
0.00083
ND
0.00083
ND
0.0006
Bromodichloromethane
ND
0.0006
ND
0.00052
ND
0.00053
ND
0.00057
ND
0.00062
ND
0.00083
ND
0.00083
ND
0.0006
trans-1,3-Dichloropropene
ND
0.0012
ND
0.001
ND
0.001
ND
0.0011
ND
0.0012
ND
0.0017
ND
0.0017
ND
0.0012
cis-1,3-Dichloropropene
ND
0.0006
ND
0.00052
ND
0.00053
ND
0.00057
ND
0.00062
ND
0.00083
ND
0.00083
ND
0.0006
1,3-Dichloropropene, Total
ND
0.0006
ND
0.00052
ND
0.00053
ND
0.00057
ND
0.00062
ND
0.00083
ND
0.00083
ND
0.0006
1,1-Dichloropropene
ND
0.0006
ND
0.00052
ND
0.00053
ND
0.00057
ND
0.00062
ND
0.00083
ND
0.00083
ND
0.0006
Bromoform
ND
0.0048
ND
0.0041
ND
0.0042
ND
0.0046
ND
0.005
ND
0.0067
ND
0.0066
ND
0.0048
1,1,2,2-Tetrachloroethane
ND
0.0006
ND
0.00052
ND
0.00053
ND
0.00057
ND
0.00062
ND
0.00083
ND
0.00083
ND
0.0006
Benzene
4.8
0.06
ND
0.0006
ND
0.00052
ND
0.00053
ND
0.00057
ND
0.00062
ND
0.00083
ND
0.00083
ND
0.0006
Toluene
0.7
ND
0.0012
ND
0.001
ND
0.001
ND
0.0011
ND
0.0012
ND
0.0017
ND
0.0017
ND
0.0012
Ethylbenzene
ND
0.0012
ND
0.001
ND
0.001
ND
0.0011
ND
0.0012
ND
0.0017
ND
0.0017
ND
0.0012
Chloromethane
ND
0.0048
ND
0.0041
ND
0.0042
ND
0.0046
ND
0.005
ND
0.0067
ND
0.0066
ND
0.0048
Bromomethane
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
Vinyl chloride
0.9
0.02
ND
0.0012
ND
0.001
ND
0.001
ND
0.0011
ND
0.0012
ND
0.0017
ND
0.0017
ND
0.0012
Chloroethane
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
1,1-Dichloroethene
0.33
ND
0.0012
ND
0.001
ND
0.001
ND
0.0011
ND
0.0012
ND
0.0017
ND
0.0017
ND
0.0012
trans-1,2-Dichloroethene
0.19
ND
0.0018
ND
0.0016
ND
0.0016
ND
0.0017
ND
0.0019
ND
0.0025
ND
0.0025
ND
0.0018
Trichloroethene
0.47
ND
0.0006
ND
0.00052
ND
0.00053
ND
0.00057
ND
0.00062
ND
0.00083
ND
0.00083
ND
0.0006
1,2-Dichlorobenzene
1.1
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
1,3-Dichlorobenzene
2.4
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
1,4-Dichlorobenzene
1.8
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
Methyl tert butyl ether
0.93
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
p/m-Xylene
0.0007J
0.0024
0.00059J
0.0021
0.00089J
0.0021
ND
0.0023
0.00073J
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
o-Xylene
ND
0.0012
ND
0.001
0.00083J
0.001
ND
0.0011
ND
0.0012
ND
0.0017
ND
0.0017
ND
0.0012
Xylenes, Total
0.26
0.0007J
0.0012
0.00059J
0.001
0.0017J
0.001
ND
0.0011
0.00073J
0.0012
ND
0.0017
ND
0.0017
ND
0.0012
cis-1,2-Dichloroethene
0.25
ND
0.0012
ND
0.001
ND
0.001
ND
0.0011
ND
0.0012
ND
0.0017
ND
0.0017
ND
0.0012
1,2-Dichloroethene, Total
ND
0.0012
ND
0.001
ND
0.001
ND
0.0011
ND
0.0012
ND
0.0017
ND
0.0017
ND
0.0012
Dibromomethane
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
Styrene
ND
0.0012
0.00068J
0.001
ND
0.001
ND
0.0011
ND
0.0012
ND
0.0017
ND
0.0017
ND
0.0012
Dichlorodifluoromethane
ND
0.012
ND
0.01
ND
0.01
ND
0.011
ND
0.012
ND
0.017
ND
0.017
ND
0.012
Acetone
0.05
0.0065J
0.012
0.0072J
0.01
0.0089J
0.01
ND
0.011
ND
0.012
ND
0.017
0.01J
0.017
0.0076J
0.012
Carbon disulfide
ND
0.012
ND
0.01
ND
0.01
ND
0.011
ND
0.012
ND
0.017
ND
0.017
ND
0.012
2-Butanone
0.12
ND
0.012
ND
0.01
ND
0.01
ND
0.011
ND
0.012
ND
0.017
ND
0.017
ND
0.012
Vinyl acetate
ND
0.012
ND
0.01
ND
0.01
ND
0.011
ND
0.012
ND
0.017
ND
0.017
ND
0.012
4-Methyl-2-pentanone
ND
0.012
ND
0.01
ND
0.01
ND
0.011
ND
0.012
ND
0.017
ND
0.017
ND
0.012
1,2,3-Trichloropropane
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
2-Hexanone
ND
0.012
ND
0.01
ND
0.01
ND
0.011
ND
0.012
ND
0.017
ND
0.017
ND
0.012
Bromochloromethane
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
2,2-Dichloropropane
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
1,2-Dibromoethane
ND
0.0012
ND
0.001
ND
0.001
ND
0.0011
ND
0.0012
ND
0.0017
ND
0.0017
ND
0.0012
1,3-Dichloropropane
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
1,1,1,2-Tetrachloroethane
ND
0.0006
ND
0.00052
ND
0.00053
ND
0.00057
ND
0.00062
ND
0.00083
ND
0.00083
ND
0.0006
Bromobenzene
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
n-Butylbenzene
ND
0.0012
ND
0.001
ND
0.001
ND
0.0011
ND
0.0012
ND
0.0017
ND
0.0017
ND
0.0012
sec-Butylbenzene
ND
0.0012
ND
0.001
ND
0.001
ND
0.0011
ND
0.0012
ND
0.0017
ND
0.0017
ND
0.0012
tert-Butylbenzene
5.9
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
o-Chlorotoluene
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
p-Chlorotoluene
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
1,2-Dibromo-3-chloropropane
ND
0.0036
ND
0.0031
ND
0.0032
ND
0.0034
ND
0.0038
ND
0.005
ND
0.005
ND
0.0036
Hexachlorobutadiene
ND
0.0048
ND
0.0041
ND
0.0042
ND
0.0046
ND
0.005
ND
0.0067
ND
0.0066
ND
0.0048
Isopropylbenzene
ND
0.0012
ND
0.001
0.00048J
0.001
ND
0.0011
ND
0.0012
ND
0.0017
ND
0.0017
ND
0.0012

Table 3.1 - Summary of Soil Sample Results
Tax ID 79.17-1-3, 79.17-1-4, and 79.17-1-5
Phase II Environmental Site Assessment 
July 2024
LOCATION
SAMPLING DATE
LAB SAMPLE ID
DEPTH (FT)
NY-RESRR NY-UNRES Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
12.0-12.5
8.0-8.5
14.0-14.5
7.5-8.0
6.0-6.5
L2434398-02
6/17/2024
GB-1 (5.0-5.5)
5.0-5.5
7.0-7.5
10.0-10.5
L2434398-03
6/17/2024
GB-2 (7.0-7.5)
L2434398-04
6/18/2024
GB-3 (10.0-10.5)
L2434398-05
6/18/2024
SB-1 (12.0-12.5)
L2434398-07
6/18/2024
SB-2 (8.0-8.5)
L2434681-01
6/19/2024
SB-3 (14.5-15.0)
L2434681-02
6/19/2024
SB-4 (7.5-8.0)
L2434681-03
6/19/2024
SB-5 (6.0-6.5)
p-Isopropyltoluene
ND
0.0012
ND
0.001
ND
0.001
ND
0.0011
ND
0.0012
ND
0.0017
ND
0.0017
ND
0.0012
Naphthalene
ND
0.0048
ND
0.0041
ND
0.0042
ND
0.0046
ND
0.005
ND
0.0067
ND
0.0066
ND
0.0048
Acrylonitrile
ND
0.0048
ND
0.0041
ND
0.0042
ND
0.0046
ND
0.005
ND
0.0067
ND
0.0066
ND
0.0048
n-Propylbenzene
3.9
ND
0.0012
ND
0.001
ND
0.001
ND
0.0011
ND
0.0012
ND
0.0017
ND
0.0017
ND
0.0012
1,2,3-Trichlorobenzene
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
1,2,4-Trichlorobenzene
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
1,3,5-Trimethylbenzene
8.4
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
1,2,4-Trimethylbenzene
3.6
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
1,4-Dioxane
0.1
ND
0.096
ND
0.083
ND
0.084
ND
0.091
ND
0.1
ND
0.13
ND
0.13
ND
0.096
p-Diethylbenzene
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
p-Ethyltoluene
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
1,2,4,5-Tetramethylbenzene
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
Ethyl ether
ND
0.0024
ND
0.0021
ND
0.0021
ND
0.0023
ND
0.0025
ND
0.0033
ND
0.0033
ND
0.0024
trans-1,4-Dichloro-2-butene
ND
0.006
ND
0.0052
ND
0.0053
ND
0.0057
ND
0.0062
ND
0.0083
ND
0.0083
ND
0.006
Notes
NY-RESRR: New York NYCRR Part 375 Restricted-Residential Criteria, New York Restricted use Criteria per 6 NYCRR Part 375 Environmental Remediation Programs, effective December 14, 2006.
NY-UNRES: New York NYCRR Part 375 New York Unrestricted use Criteria Criteria per 6 NYCRR Part 375 Environmental Remediation Programs, effective December 14, 2006.

Table 3.1 - Summary of Soil Sample Results
Tax ID 79.17-1-3, 79.17-1-4, and 79.17-1-5
Phase II Environmental Site Assessment 
July 2024
LOCATION
SAMPLING DATE
LAB SAMPLE ID
DEPTH (FT)
NY-RESRR NY-UNRES
General Chemistry
Solids, Total (%)
Cyanide, Total (mg/kg)
Pesticides by GC (mg/kg)
Delta-BHC
0.04
Lindane
1.3
0.1
Alpha-BHC
0.48
0.02
Beta-BHC
0.36
0.036
Heptachlor
2.1
0.042
Aldrin
0.097
0.005
Heptachlor epoxide
Endrin
0.014
Endrin aldehyde
Endrin ketone
Dieldrin
0.2
0.005
4,4'-DDE
8.9
0.0033
4,4'-DDD
0.0033
4,4'-DDT
7.9
0.0033
Endosulfan I
2.4
Endosulfan II
2.4
Endosulfan sulfate
2.4
Methoxychlor
Toxaphene
cis-Chlordane
4.2
0.094
trans-Chlordane
Chlordane
PCBs by GC (mg/kg)
Aroclor 1016
0.1
Aroclor 1221
0.1
Aroclor 1232
0.1
Aroclor 1242
0.1
Aroclor 1248
0.1
Aroclor 1254
0.1
Aroclor 1260
0.1
Aroclor 1262
0.1
Aroclor 1268
0.1
PCBs, Total
0.1
SVOCs by GC/MS (mg/kg)
Acenaphthene
1,2,4-Trichlorobenzene
Hexachlorobenzene
1.2
0.33
Bis(2-chloroethyl)ether
2-Chloronaphthalene
1,2-Dichlorobenzene
1.1
1,3-Dichlorobenzene
2.4
1,4-Dichlorobenzene
1.8
3,3'-Dichlorobenzidine
2,4-Dinitrotoluene
2,6-Dinitrotoluene
Fluoranthene
4-Chlorophenyl phenyl ether
4-Bromophenyl phenyl ether
Bis(2-chloroisopropyl)ether
Bis(2-chloroethoxy)methane
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
NDPA/DPA
n-Nitrosodi-n-propylamine
Bis(2-ethylhexyl)phthalate
Butyl benzyl phthalate
Di-n-butylphthalate
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
0.1
78.4
0.1
78.6
0.1
97.1
0.1
92.3
0.1
96.5
0.1
95.5
0.1
ND
ND
1.2
ND
1.2
ND
0.98
ND
0.98
ND
ND
ND
0.00166
ND
0.00193
ND
0.00193
ND
0.0016
ND
0.00172
ND
0.00164
ND
0.00164
ND
0.000691
ND
0.000803
ND
0.000804
ND
0.000667
ND
0.000717
ND
0.000683
ND
0.000682
ND
0.000691
ND
0.000803
ND
0.000804
ND
0.000667
ND
0.000717
ND
0.000683
ND
0.000682
ND
0.00166
ND
0.00193
ND
0.00193
ND
0.0016
ND
0.00172
ND
0.00164
ND
0.00164
ND
0.00083
ND
0.000963
ND
0.000965
ND
0.000801
ND
0.000861
ND
0.000819
ND
0.000818
ND
0.00166
ND
0.00193
ND
0.00193
ND
0.0016
ND
0.00172
ND
0.00164
ND
0.00164
ND
0.00311
ND
0.00361
ND
0.00362
ND
0.003
ND
0.00323
ND
0.00307
ND
0.00307
ND
0.000691
ND
0.000803
ND
0.000804
ND
0.000667
ND
0.000717
ND
0.000683
ND
0.000682
ND
0.00207
ND
0.00241
ND
0.00241
ND
0.002
ND
0.00215
ND
0.00205
ND
0.00205
ND
0.00166
ND
0.00193
ND
0.00193
ND
0.0016
ND
0.00172
ND
0.00164
ND
0.00164
ND
0.00104
ND
0.0012
ND
0.00121
ND
0.001
ND
0.00108
ND
0.00102
ND
0.00102
ND
0.00166
ND
0.00193
ND
0.00193
ND
0.0016
ND
0.00172
ND
0.00164
ND
0.00164
ND
0.00166
ND
0.00193
ND
0.00193
ND
0.0016
ND
0.00172
ND
0.00164
ND
0.00164
ND
0.00166
ND
0.00193
ND
0.00193
ND
0.0016
ND
0.00172
ND
0.00164
ND
0.00164
ND
0.00166
ND
0.00193
ND
0.00193
ND
0.0016
ND
0.00172
ND
0.00164
ND
0.00164
ND
0.00166
ND
0.00193
ND
0.00193
ND
0.0016
ND
0.00172
ND
0.00164
ND
0.00164
ND
0.000691
ND
0.000803
ND
0.000804
ND
0.000667
ND
0.000717
ND
0.000683
ND
0.000682
ND
0.00311
ND
0.00361
ND
0.00362
ND
0.003
ND
0.00323
ND
0.00307
ND
0.00307
ND
0.0311
ND
0.0361
ND
0.0362
ND
0.03
ND
0.0323
ND
0.0307
ND
0.0307
ND
0.00207
ND
0.00241
ND
0.00241
ND
0.002
ND
0.00215
ND
0.00205
ND
0.00205
ND
0.00207
ND
0.00241
ND
0.00241
ND
0.002
ND
0.00215
ND
0.00205
ND
0.00205
ND
0.0138
ND
0.016
ND
0.0161
ND
0.0133
ND
0.0143
ND
0.0136
ND
0.0136
ND
0.0526
ND
0.0606
ND
0.0615
ND
0.0513
ND
0.052
ND
0.0497
ND
0.0496
ND
0.0526
ND
0.0606
ND
0.0615
ND
0.0513
ND
0.052
ND
0.0497
ND
0.0496
ND
0.0526
ND
0.0606
ND
0.0615
ND
0.0513
ND
0.052
ND
0.0497
ND
0.0496
ND
0.0526
ND
0.0606
ND
0.0615
ND
0.0513
ND
0.052
ND
0.0497
ND
0.0496
ND
0.0526
ND
0.0606
ND
0.0615
ND
0.0513
ND
0.052
ND
0.0497
ND
0.0496
ND
0.0526
ND
0.0606
ND
0.0615
ND
0.0513
ND
0.052
ND
0.0497
ND
0.0496
ND
0.0526
ND
0.0606
ND
0.0615
ND
0.0513
ND
0.052
ND
0.0497
ND
0.0496
ND
0.0526
ND
0.0606
ND
0.0615
ND
0.0513
ND
0.052
ND
0.0497
ND
0.0496
ND
0.0526
ND
0.0606
ND
0.0615
ND
0.0513
ND
0.052
ND
0.0497
ND
0.0496
ND
0.0526
ND
0.0606
ND
0.0615
ND
0.0513
ND
0.052
ND
0.0497
ND
0.0496
ND
0.14
ND
0.17
ND
0.17
ND
0.14
ND
0.14
ND
0.14
ND
0.14
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.1
ND
0.13
ND
0.13
ND
0.1
ND
0.11
ND
0.1
ND
0.1
ND
0.16
ND
0.19
ND
0.19
ND
0.15
ND
0.16
ND
0.15
ND
0.15
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
0.4
0.1
ND
0.13
ND
0.13
ND
0.1
ND
0.11
ND
0.1
ND
0.1
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.21
ND
0.25
ND
0.25
ND
0.2
ND
0.22
ND
0.2
ND
0.2
ND
0.19
ND
0.23
ND
0.23
ND
0.18
ND
0.19
ND
0.18
ND
0.18
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.5
ND
0.6
ND
0.6
ND
0.49
ND
0.51
ND
0.48
ND
0.49
ND
0.14
ND
0.17
ND
0.17
ND
0.14
ND
0.14
ND
0.14
ND
0.14
ND
0.16
ND
0.19
ND
0.19
ND
0.15
ND
0.16
ND
0.15
ND
0.15
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.16
ND
0.19
ND
0.19
ND
0.15
ND
0.16
ND
0.15
ND
0.15
ND
0.14
ND
0.17
ND
0.17
ND
0.14
ND
0.14
ND
0.14
ND
0.14
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
0.062J
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
2.5-3.0
8.5-9.0
7.5-8.0
5.5-6.0
10.0-10.5
5.5-6.0
10.0-10.5
L2434398-06
6/18/2024
SB-12 (5.5-6.0)
L2434398-01
6/18/2024
SB-11 (10.0-10.5)
SB-8 (8.5-9.0)
L2434681-07
L2434681-04
6/19/2024
SB-6 (10.0-10.5)
6/19/2024
SB-9 (7.5-8.0)
L2434681-05
6/19/2024
SB-7 (2.5-3.0)
L2434681-08
6/19/2024
SB-10 (5.5-6.0)
L2434681-06
6/19/2024

Table 3.1 - Summary of Soil Sample Results
Tax ID 79.17-1-3, 79.17-1-4, and 79.17-1-5
Phase II Environmental Site Assessment 
July 2024
LOCATION
SAMPLING DATE
LAB SAMPLE ID
DEPTH (FT)
NY-RESRR NY-UNRES
Di-n-octylphthalate
Diethyl phthalate
Dimethyl phthalate
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
3.9
0.8
Chrysene
3.9
Acenaphthylene
Anthracene
Benzo(ghi)perylene
Fluorene
Phenanthrene
Dibenzo(a,h)anthracene
0.33
0.33
Indeno(1,2,3-cd)pyrene
0.5
0.5
Pyrene
Biphenyl
4-Chloroaniline
2-Nitroaniline
3-Nitroaniline
4-Nitroaniline
Dibenzofuran
2-Methylnaphthalene
1,2,4,5-Tetrachlorobenzene
Acetophenone
2,4,6-Trichlorophenol
p-Chloro-m-cresol
2-Chlorophenol
2,4-Dichlorophenol
2,4-Dimethylphenol
2-Nitrophenol
4-Nitrophenol
2,4-Dinitrophenol
4,6-Dinitro-o-cresol
Pentachlorophenol
6.7
0.8
Phenol
0.33
2-Methylphenol
0.33
3-Methylphenol/4-Methylphenol
0.33
2,4,5-Trichlorophenol
Benzoic Acid
Benzyl Alcohol
Carbazole
1,4-Dioxane
0.1
Total Metals
Aluminum, Total
Antimony, Total
Arsenic, Total
Barium, Total
Beryllium, Total
7.2
Cadmium, Total
4.3
2.5
Calcium, Total
Chromium, Total
Cobalt, Total
Copper, Total
Iron, Total
Lead, Total
Magnesium, Total
Manganese, Total
Mercury, Total
0.81
0.18
Nickel, Total
Potassium, Total
Selenium, Total
3.9
Silver, Total
Sodium, Total
Thallium, Total
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
2.5-3.0
8.5-9.0
7.5-8.0
5.5-6.0
10.0-10.5
5.5-6.0
10.0-10.5
L2434398-06
6/18/2024
SB-12 (5.5-6.0)
L2434398-01
6/18/2024
SB-11 (10.0-10.5)
SB-8 (8.5-9.0)
L2434681-07
L2434681-04
6/19/2024
SB-6 (10.0-10.5)
6/19/2024
SB-9 (7.5-8.0)
L2434681-05
6/19/2024
SB-7 (2.5-3.0)
L2434681-08
6/19/2024
SB-10 (5.5-6.0)
L2434681-06
6/19/2024
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
0.19
0.1
ND
0.13
ND
0.13
ND
0.1
ND
0.11
ND
0.1
ND
0.1
0.18
0.14
ND
0.17
ND
0.17
ND
0.14
ND
0.14
ND
0.14
ND
0.14
0.28
0.1
ND
0.13
ND
0.13
ND
0.1
ND
0.11
ND
0.1
ND
0.1
0.089J
0.1
ND
0.13
ND
0.13
ND
0.1
ND
0.11
ND
0.1
ND
0.1
0.22
0.1
ND
0.13
ND
0.13
ND
0.1
ND
0.11
ND
0.1
ND
0.1
ND
0.14
ND
0.17
ND
0.17
ND
0.14
ND
0.14
ND
0.14
ND
0.14
ND
0.1
ND
0.13
ND
0.13
ND
0.1
ND
0.11
ND
0.1
ND
0.1
0.17
0.14
ND
0.17
ND
0.17
ND
0.14
ND
0.14
ND
0.14
ND
0.14
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
0.07J
0.1
ND
0.13
ND
0.13
ND
0.1
ND
0.11
ND
0.1
ND
0.1
0.036J
0.1
ND
0.13
ND
0.13
ND
0.1
ND
0.11
ND
0.1
ND
0.1
0.16
0.14
ND
0.17
ND
0.17
ND
0.14
ND
0.14
ND
0.14
ND
0.14
0.33
0.1
ND
0.13
ND
0.13
ND
0.1
ND
0.11
ND
0.1
ND
0.1
ND
0.4
ND
0.48
ND
0.48
ND
0.39
ND
0.41
ND
0.39
ND
0.39
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.21
ND
0.25
ND
0.25
ND
0.2
ND
0.22
ND
0.2
ND
0.2
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.1
ND
0.13
ND
0.13
ND
0.1
ND
0.11
ND
0.1
ND
0.1
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.16
ND
0.19
ND
0.19
ND
0.15
ND
0.16
ND
0.15
ND
0.15
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.38
ND
0.45
ND
0.46
ND
0.37
ND
0.39
ND
0.37
ND
0.37
ND
0.25
ND
0.29
ND
0.3
ND
0.24
ND
0.25
ND
0.24
ND
0.24
ND
0.85
ND
ND
ND
0.82
ND
0.86
ND
0.81
ND
0.82
ND
0.46
ND
0.55
ND
0.55
ND
0.44
ND
0.46
ND
0.44
ND
0.44
ND
0.14
ND
0.17
ND
0.17
ND
0.14
ND
0.14
ND
0.14
ND
0.14
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.25
ND
0.3
ND
0.3
ND
0.24
ND
0.26
ND
0.24
ND
0.24
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.57
ND
0.68
ND
0.68
ND
0.55
ND
0.58
ND
0.55
ND
0.55
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.18
ND
0.21
ND
0.21
ND
0.17
ND
0.18
ND
0.17
ND
0.17
ND
0.026
ND
0.032
ND
0.032
ND
0.026
ND
0.027
ND
0.025
ND
0.026
8.16
9.95
8.48
8.21
7.96
ND
4.08
ND
4.97
ND
5.01
ND
ND
4.24
ND
4.1
ND
3.98
1.08
0.816
1.54
0.995
0.807J
0.784J
0.8
2.01
0.848
1.54
0.821
1.31
0.796
21.8
0.816
27.2
0.995
20.8
16.8
0.8
24.1
0.848
21.2
0.821
30.9
0.796
0.121J
0.408
0.138J
0.497
0.107J
0.501
0.115J
0.4
0.231J
0.424
0.165J
0.41
0.126J
0.398
ND
0.816
ND
0.995
ND
ND
0.8
ND
0.848
ND
0.821
ND
0.796
8.16
9.95
8.48
8.21
7.96
6.08
0.816
5.78
0.995
4.41
4.58
0.8
8.3
0.848
10.3
0.821
9.66
0.796
3.19
1.63
4.17
1.99
2.85
2.88
1.6
4.82
1.7
3.73
1.64
4.19
1.59
9.92
0.816
9.48
0.995
7.61
7.12
0.8
12.9
0.848
10.6
0.821
11.3
0.796
4.08
4.97
5.01
4.24
4.1
3.98
2.9J
4.08
3.86J
4.97
1.98J
5.01
1.94J
4.5
4.24
3.53J
4.1
3.03J
3.98
8.16
9.95
8.48
8.21
7.96
0.816
0.995
0.8
0.848
0.821
0.796
ND
0.082
ND
0.096
ND
0.087
ND
0.068
ND
0.084
ND
0.078
ND
0.074
5.97
2.04
7.53
2.49
5.44
2.51
5.16
8.06
2.12
7.94
2.05
9.08
1.99
ND
1.63
ND
1.99
ND
ND
1.6
ND
1.7
ND
1.64
ND
1.59
ND
0.408
ND
0.497
ND
0.501
ND
0.4
ND
0.424
ND
0.41
ND
0.398
70.2J
53.3J
33.2J
35.8J
114J
ND
1.63
ND
1.99
ND
ND
1.6
ND
1.7
ND
1.64
0.285J
1.59

Table 3.1 - Summary of Soil Sample Results
Tax ID 79.17-1-3, 79.17-1-4, and 79.17-1-5
Phase II Environmental Site Assessment 
July 2024
LOCATION
SAMPLING DATE
LAB SAMPLE ID
DEPTH (FT)
NY-RESRR NY-UNRES
Vanadium, Total
Zinc, Total
VOCs by EPA 5035 (mg/kg)
Methylene chloride
0.05
1,1-Dichloroethane
0.27
Chloroform
0.37
Carbon tetrachloride
2.4
0.76
1,2-Dichloropropane
Dibromochloromethane
1,1,2-Trichloroethane
Tetrachloroethene
1.3
Chlorobenzene
1.1
Trichlorofluoromethane
1,2-Dichloroethane
3.1
0.02
1,1,1-Trichloroethane
0.68
Bromodichloromethane
trans-1,3-Dichloropropene
cis-1,3-Dichloropropene
1,3-Dichloropropene, Total
1,1-Dichloropropene
Bromoform
1,1,2,2-Tetrachloroethane
Benzene
4.8
0.06
Toluene
0.7
Ethylbenzene
Chloromethane
Bromomethane
Vinyl chloride
0.9
0.02
Chloroethane
1,1-Dichloroethene
0.33
trans-1,2-Dichloroethene
0.19
Trichloroethene
0.47
1,2-Dichlorobenzene
1.1
1,3-Dichlorobenzene
2.4
1,4-Dichlorobenzene
1.8
Methyl tert butyl ether
0.93
p/m-Xylene
o-Xylene
Xylenes, Total
0.26
cis-1,2-Dichloroethene
0.25
1,2-Dichloroethene, Total
Dibromomethane
Styrene
Dichlorodifluoromethane
Acetone
0.05
Carbon disulfide
2-Butanone
0.12
Vinyl acetate
4-Methyl-2-pentanone
1,2,3-Trichloropropane
2-Hexanone
Bromochloromethane
2,2-Dichloropropane
1,2-Dibromoethane
1,3-Dichloropropane
1,1,1,2-Tetrachloroethane
Bromobenzene
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
5.9
o-Chlorotoluene
p-Chlorotoluene
1,2-Dibromo-3-chloropropane
Hexachlorobutadiene
Isopropylbenzene
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
2.5-3.0
8.5-9.0
7.5-8.0
5.5-6.0
10.0-10.5
5.5-6.0
10.0-10.5
L2434398-06
6/18/2024
SB-12 (5.5-6.0)
L2434398-01
6/18/2024
SB-11 (10.0-10.5)
SB-8 (8.5-9.0)
L2434681-07
L2434681-04
6/19/2024
SB-6 (10.0-10.5)
6/19/2024
SB-9 (7.5-8.0)
L2434681-05
6/19/2024
SB-7 (2.5-3.0)
L2434681-08
6/19/2024
SB-10 (5.5-6.0)
L2434681-06
6/19/2024
8.42
0.816
8.33
0.995
6.52
6.98
0.8
12.7
0.848
10.3
0.821
10.4
0.796
14.7
4.08
17.8
4.97
13.7
5.01
13.8
21.9
4.24
21.7
4.1
22.1
3.98
ND
0.0057
ND
0.0071
ND
0.0066
ND
0.006
ND
0.0054
ND
0.0061
ND
0.0055
ND
0.0011
ND
0.0014
ND
0.0013
ND
0.0012
ND
0.0011
ND
0.0012
ND
0.0011
ND
0.0017
ND
0.0021
ND
0.002
ND
0.0018
ND
0.0016
ND
0.0018
ND
0.0016
ND
0.0011
ND
0.0014
ND
0.0013
ND
0.0012
ND
0.0011
ND
0.0012
ND
0.0011
ND
0.0011
ND
0.0014
ND
0.0013
ND
0.0012
ND
0.0011
ND
0.0012
ND
0.0011
ND
0.0011
ND
0.0014
ND
0.0013
ND
0.0012
ND
0.0011
ND
0.0012
ND
0.0011
ND
0.0011
ND
0.0014
ND
0.0013
ND
0.0012
ND
0.0011
ND
0.0012
ND
0.0011
ND
0.00057
ND
0.00071
ND
0.00066
ND
0.0006
ND
0.00054
ND
0.00061
ND
0.00055
ND
0.00057
ND
0.00071
ND
0.00066
ND
0.0006
ND
0.00054
ND
0.00061
ND
0.00055
ND
0.0045
ND
0.0057
ND
0.0053
ND
0.0048
ND
0.0043
ND
0.0048
ND
0.0044
ND
0.0011
ND
0.0014
ND
0.0013
ND
0.0012
ND
0.0011
ND
0.0012
ND
0.0011
ND
0.00057
ND
0.00071
ND
0.00066
ND
0.0006
ND
0.00054
ND
0.00061
ND
0.00055
ND
0.00057
ND
0.00071
ND
0.00066
ND
0.0006
ND
0.00054
ND
0.00061
ND
0.00055
ND
0.0011
ND
0.0014
ND
0.0013
ND
0.0012
ND
0.0011
ND
0.0012
ND
0.0011
ND
0.00057
ND
0.00071
ND
0.00066
ND
0.0006
ND
0.00054
ND
0.00061
ND
0.00055
ND
0.00057
ND
0.00071
ND
0.00066
ND
0.0006
ND
0.00054
ND
0.00061
ND
0.00055
ND
0.00057
ND
0.00071
ND
0.00066
ND
0.0006
ND
0.00054
ND
0.00061
ND
0.00055
ND
0.0045
ND
0.0057
ND
0.0053
ND
0.0048
ND
0.0043
ND
0.0048
ND
0.0044
ND
0.00057
ND
0.00071
ND
0.00066
ND
0.0006
ND
0.00054
ND
0.00061
ND
0.00055
ND
0.00057
ND
0.00071
ND
0.00066
ND
0.0006
ND
0.00054
ND
0.00061
ND
0.00055
ND
0.0011
ND
0.0014
ND
0.0013
ND
0.0012
ND
0.0011
ND
0.0012
ND
0.0011
ND
0.0011
ND
0.0014
ND
0.0013
ND
0.0012
ND
0.0011
ND
0.0012
ND
0.0011
ND
0.0045
ND
0.0057
ND
0.0053
ND
0.0048
ND
0.0043
ND
0.0048
ND
0.0044
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
ND
0.0011
ND
0.0014
ND
0.0013
ND
0.0012
ND
0.0011
ND
0.0012
ND
0.0011
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
ND
0.0011
ND
0.0014
ND
0.0013
ND
0.0012
ND
0.0011
ND
0.0012
ND
0.0011
ND
0.0017
ND
0.0021
ND
0.002
ND
0.0018
ND
0.0016
ND
0.0018
ND
0.0016
ND
0.00057
ND
0.00071
ND
0.00066
ND
0.0006
ND
0.00054
ND
0.00061
ND
0.00055
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
0.00066J
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
0.00069J
0.0024
0.00079J
0.0022
ND
0.0011
ND
0.0014
ND
0.0013
ND
0.0012
ND
0.0011
ND
0.0012
0.00077J
0.0011
0.00066J
0.0011
ND
0.0014
ND
0.0013
ND
0.0012
ND
0.0011
0.00069J
0.0012
0.0016J
0.0011
ND
0.0011
ND
0.0014
ND
0.0013
ND
0.0012
ND
0.0011
ND
0.0012
ND
0.0011
ND
0.0011
ND
0.0014
ND
0.0013
ND
0.0012
ND
0.0011
ND
0.0012
ND
0.0011
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
ND
0.0011
0.00091J
0.0014
ND
0.0013
ND
0.0012
ND
0.0011
ND
0.0012
ND
0.0011
ND
0.011
ND
0.014
ND
0.013
ND
0.012
ND
0.011
ND
0.012
ND
0.011
0.0088J
0.011
0.0087J
0.014
0.0072J
0.013
0.0061J
0.012
ND
0.011
ND
0.012
0.0072J
0.011
ND
0.011
ND
0.014
ND
0.013
ND
0.012
ND
0.011
ND
0.012
ND
0.011
ND
0.011
ND
0.014
ND
0.013
ND
0.012
ND
0.011
ND
0.012
ND
0.011
ND
0.011
ND
0.014
ND
0.013
ND
0.012
ND
0.011
ND
0.012
ND
0.011
ND
0.011
ND
0.014
ND
0.013
ND
0.012
ND
0.011
ND
0.012
ND
0.011
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
ND
0.011
ND
0.014
ND
0.013
ND
0.012
ND
0.011
ND
0.012
ND
0.011
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
ND
0.0011
ND
0.0014
ND
0.0013
ND
0.0012
ND
0.0011
ND
0.0012
ND
0.0011
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
ND
0.00057
ND
0.00071
ND
0.00066
ND
0.0006
ND
0.00054
ND
0.00061
ND
0.00055
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
ND
0.0011
ND
0.0014
ND
0.0013
ND
0.0012
ND
0.0011
ND
0.0012
ND
0.0011
ND
0.0011
ND
0.0014
ND
0.0013
ND
0.0012
ND
0.0011
ND
0.0012
ND
0.0011
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
ND
0.0034
ND
0.0043
ND
0.004
ND
0.0036
ND
0.0032
ND
0.0036
ND
0.0033
ND
0.0045
ND
0.0057
ND
0.0053
ND
0.0048
ND
0.0043
ND
0.0048
ND
0.0044
ND
0.0011
ND
0.0014
ND
0.0013
ND
0.0012
ND
0.0011
0.00056J
0.0012
ND
0.0011

Table 3.1 - Summary of Soil Sample Results
Tax ID 79.17-1-3, 79.17-1-4, and 79.17-1-5
Phase II Environmental Site Assessment 
July 2024
LOCATION
SAMPLING DATE
LAB SAMPLE ID
DEPTH (FT)
NY-RESRR NY-UNRES
p-Isopropyltoluene
Naphthalene
Acrylonitrile
n-Propylbenzene
3.9
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,3,5-Trimethylbenzene
8.4
1,2,4-Trimethylbenzene
3.6
1,4-Dioxane
0.1
p-Diethylbenzene
p-Ethyltoluene
1,2,4,5-Tetramethylbenzene
Ethyl ether
trans-1,4-Dichloro-2-butene
Notes
NY-RESRR: New York NYCRR Part 375 Restricted-Residen
NY-UNRES: New York NYCRR Part 375 New York Unrestric
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
Results
RL
2.5-3.0
8.5-9.0
7.5-8.0
5.5-6.0
10.0-10.5
5.5-6.0
10.0-10.5
L2434398-06
6/18/2024
SB-12 (5.5-6.0)
L2434398-01
6/18/2024
SB-11 (10.0-10.5)
SB-8 (8.5-9.0)
L2434681-07
L2434681-04
6/19/2024
SB-6 (10.0-10.5)
6/19/2024
SB-9 (7.5-8.0)
L2434681-05
6/19/2024
SB-7 (2.5-3.0)
L2434681-08
6/19/2024
SB-10 (5.5-6.0)
L2434681-06
6/19/2024
ND
0.0011
ND
0.0014
ND
0.0013
ND
0.0012
ND
0.0011
ND
0.0012
ND
0.0011
ND
0.0045
ND
0.0057
ND
0.0053
ND
0.0048
ND
0.0043
0.00086J
0.0048
ND
0.0044
ND
0.0045
ND
0.0057
ND
0.0053
ND
0.0048
ND
0.0043
ND
0.0048
ND
0.0044
ND
0.0011
ND
0.0014
ND
0.0013
ND
0.0012
ND
0.0011
ND
0.0012
ND
0.0011
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
ND
0.09
ND
0.11
ND
0.1
ND
0.096
ND
0.086
ND
0.097
ND
0.088
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
ND
0.0023
ND
0.0028
ND
0.0026
ND
0.0024
ND
0.0021
ND
0.0024
ND
0.0022
ND
0.0057
ND
0.0071
ND
0.0066
ND
0.006
ND
0.0054
ND
0.0061
ND
0.0055

Table 3.2 - Groundwater Analytical Results
Tax ID 79.17-1-3, 79.17-1-4, and 79.17-1-5
Phase II Environmental Site Assessment 
July 2024
LOCATION
SAMPLING DATE
LAB SAMPLE ID
SAMPLE TYPE
CasNum
NY-AWQS
Results
RL
Results
RL
Results
RL
Results
RL
1,4 Dioxane by 8270E-SIM (ug/l)
1,4-Dioxane
123-91-1
ND
0.17
ND
0.17
ND
0.163
ND
0.163
General Chemistry (ug/l)
Cyanide, Total
57-12-5
3J
3J
3J
ND
Organochlorine Pesticides by GC (ug/l)
Delta-BHC
319-86-8
0.04
ND
0.014
ND
0.014
ND
0.014
ND
0.014
Lindane
58-89-9
0.05
ND
0.014
ND
0.014
ND
0.014
ND
0.014
Alpha-BHC
319-84-6
0.01
ND
0.014
ND
0.014
ND
0.014
ND
0.014
Beta-BHC
319-85-7
0.04
ND
0.014
ND
0.014
ND
0.014
ND
0.014
Heptachlor
76-44-8
0.04
ND
0.014
ND
0.014
ND
0.014
ND
0.014
Aldrin
309-00-2
ND
0.014
ND
0.014
ND
0.014
ND
0.014
Heptachlor epoxide
1024-57-3
0.03
ND
0.014
ND
0.014
ND
0.014
ND
0.014
Endrin
72-20-8
ND
0.029
ND
0.029
ND
0.029
ND
0.029
Endrin aldehyde
7421-93-4
ND
0.029
ND
0.029
ND
0.029
ND
0.029
Endrin ketone
53494-70-5
ND
0.029
ND
0.029
ND
0.029
ND
0.029
Dieldrin
60-57-1
0.004
ND
0.029
ND
0.029
ND
0.029
ND
0.029
4,4'-DDE
72-55-9
0.2
ND
0.029
ND
0.029
ND
0.029
ND
0.029
4,4'-DDD
72-54-8
0.3
ND
0.029
ND
0.029
ND
0.029
ND
0.029
4,4'-DDT
50-29-3
0.2
ND
0.029
ND
0.029
ND
0.029
ND
0.029
Endosulfan I
959-98-8
ND
0.014
ND
0.014
ND
0.014
ND
0.014
Endosulfan II
33213-65-9
ND
0.029
ND
0.029
ND
0.029
ND
0.029
Endosulfan sulfate
1031-07-8
ND
0.029
ND
0.029
ND
0.029
ND
0.029
Methoxychlor
72-43-5
ND
0.143
ND
0.143
ND
0.143
ND
0.143
Toxaphene
8001-35-2
0.06
ND
0.143
ND
0.143
ND
0.143
ND
0.143
cis-Chlordane
5103-71-9
ND
0.014
ND
0.014
ND
0.014
ND
0.014
trans-Chlordane
5103-74-2
ND
0.014
ND
0.014
ND
0.014
ND
0.014
Chlordane
57-74-9
0.05
ND
0.143
ND
0.143
ND
0.143
ND
0.143
Perfluorinated Alkyl Acids by EPA 1633 (ug/l)
Perfluorobutanoic Acid (PFBA)
375-22-4
ND
0.064
ND
0.032
ND
0.064
ND
0.064
Perfluoropentanoic Acid (PFPeA)
2706-90-3
ND
0.032
ND
0.016
ND
0.032
ND
0.032
Perfluorobutanesulfonic Acid (PFBS)
375-73-5
ND
0.016
0.00292J
0.008
ND
0.016
0.00552J
0.016
1H,1H,2H,2H-Perfluorohexanesulfonic Acid (4:2FTS)
757124-72-4
ND
0.064
ND
0.032
ND
0.064
ND
0.064
Perfluorohexanoic Acid (PFHxA)
307-24-4
0.00472J
0.016
0.00444J
0.008
0.00536J
0.016
0.00568J
0.016
Perfluoropentanesulfonic Acid (PFPeS)
2706-91-4
ND
0.016
ND
0.008
ND
0.016
ND
0.016
Perfluoroheptanoic Acid (PFHpA)
375-85-9
0.00616J
0.016
0.00484J
0.008
0.0064J
0.016
0.00552J
0.016
Perfluorohexanesulfonic Acid (PFHxS)
355-46-4
ND
0.016
0.00292J
0.008
ND
0.016
ND
0.016
Perfluorooctanoic Acid (PFOA)
335-67-1
0.0067
0.037
0.016
0.028
0.008
0.0376
0.016
0.0232
0.016
1H,1H,2H,2H-Perfluorooctanesulfonic Acid (6:2FTS)
27619-97-2
ND
0.064
ND
0.032
ND
0.064
ND
0.064
Perfluoroheptanesulfonic Acid (PFHpS)
375-92-8
ND
0.016
ND
0.008
ND
0.016
ND
0.016
Perfluorononanoic Acid (PFNA)
375-95-1
ND
0.016
ND
0.008
ND
0.016
ND
0.016
Perfluorooctanesulfonic Acid (PFOS)
1763-23-1
0.0027
ND
0.016
0.00448J
0.008
0.0096JF
0.016
0.00856J
0.016
Perfluorodecanoic Acid (PFDA)
335-76-2
ND
0.016
ND
0.008
ND
0.016
ND
0.016
1H,1H,2H,2H-Perfluorodecanesulfonic Acid (8:2FTS)
39108-34-4
ND
0.064
ND
0.032
ND
0.064
ND
0.064
Perfluorononanesulfonic Acid (PFNS)
68259-12-1
ND
0.016
ND
0.008
ND
0.016
ND
0.016
N-Methyl Perfluorooctanesulfonamidoacetic Acid (NMeFOSAA)
2355-31-9
ND
0.016
ND
0.008
ND
0.016
ND
0.016
Perfluoroundecanoic Acid (PFUnA)
2058-94-8
ND
0.016
ND
0.008
ND
0.016
ND
0.016
Perfluorodecanesulfonic Acid (PFDS)
335-77-3
ND
0.016
ND
0.008
ND
0.016
ND
0.016
Perfluorooctanesulfonamide (PFOSA)
754-91-6
ND
0.016
ND
0.008
ND
0.016
ND
0.016
N-Ethyl Perfluorooctanesulfonamidoacetic Acid (NEtFOSAA)
2991-50-6
ND
0.016
ND
0.008
ND
0.016
ND
0.016
Perfluorododecanoic Acid (PFDoA)
307-55-1
ND
0.016
ND
0.008
ND
0.016
ND
0.016
Perfluorotridecanoic Acid (PFTrDA)
72629-94-8
ND
0.016
ND
0.008
ND
0.016
ND
0.016
Perfluorotetradecanoic Acid (PFTeDA)
376-06-7
ND
0.016
ND
0.008
ND
0.016
ND
0.016
Hexafluoropropylene Oxide Dimer Acid (HFPO-DA)
13252-13-6
ND
0.064
ND
0.032
ND
0.064
ND
0.064
4,8-Dioxa-3h-Perfluorononanoic Acid (ADONA)
919005-14-4
ND
0.064
ND
0.032
ND
0.064
ND
0.064
Perfluorododecanesulfonic Acid (PFDoS)
79780-39-5
ND
0.016
ND
0.008
ND
0.016
ND
0.016
9-Chlorohexadecafluoro-3-Oxanone-1-Sulfonic Acid (9Cl-PF3ONS)
756426-58-1
ND
0.064
ND
0.032
ND
0.064
ND
0.064
11-Chloroeicosafluoro-3-Oxaundecane-1-Sulfonic Acid (11Cl-PF3OUdS)
763051-92-9
ND
0.064
ND
0.032
ND
0.064
ND
0.064
N-Methyl Perfluorooctane Sulfonamide (NMeFOSA)
31506-32-8
ND
0.016
ND
0.008
ND
0.016
ND
0.016
N-Ethyl Perfluorooctane Sulfonamide (NEtFOSA)
4151-50-2
ND
0.016
ND
0.008
ND
0.016
ND
0.016
N-Methyl Perfluorooctanesulfonamido Ethanol (NMeFOSE)
24448-09-7
ND
0.16
ND
0.08
ND
0.16
ND
0.16
N-Ethyl Perfluorooctanesulfonamido Ethanol (NEtFOSE)
1691-99-2
ND
0.16
ND
0.08
ND
0.16
ND
0.16
Perfluoro-3-Methoxypropanoic Acid (PFMPA)
377-73-1
ND
0.032
ND
0.016
ND
0.032
ND
0.032
Perfluoro-4-Methoxybutanoic Acid (PFMBA)
863090-89-5
ND
0.032
ND
0.016
ND
0.032
ND
0.032
Perfluoro(2-Ethoxyethane)Sulfonic Acid (PFEESA)
113507-82-7
ND
0.032
ND
0.016
ND
0.032
ND
0.032
Nonafluoro-3,6-Dioxaheptanoic Acid (NFDHA)
151772-58-6
ND
0.032
ND
0.016
ND
0.032
ND
0.032
3-Perfluoropropyl Propanoic Acid (3:3FTCA)
356-02-5
ND
0.08
ND
0.04
ND
0.08
ND
0.08
2H,2H,3H,3H-Perfluorooctanoic Acid (5:3FTCA)
914637-49-3
ND
0.4
ND
0.2
ND
0.4
ND
0.4
3-Perfluoroheptyl Propanoic Acid (7:3FTCA)
812-70-4
ND
0.4
ND
0.2
ND
0.4
ND
0.4
Polychlorinated Biphenyls by GC (ug/l)
Aroclor 1016
12674-11-2
0.09
ND
0.071
ND
0.071
ND
0.071
ND
0.071
Aroclor 1221
11104-28-2
0.09
ND
0.071
ND
0.071
ND
0.071
ND
0.071
Aroclor 1232
11141-16-5
0.09
ND
0.071
ND
0.071
ND
0.071
ND
0.071
Aroclor 1242
53469-21-9
0.09
ND
0.071
ND
0.071
ND
0.071
ND
0.071
Aroclor 1248
12672-29-6
0.09
ND
0.071
ND
0.071
ND
0.071
ND
0.071
Aroclor 1254
11097-69-1
0.09
ND
0.071
ND
0.071
ND
0.071
ND
0.071
Aroclor 1260
11096-82-5
0.09
ND
0.071
ND
0.071
ND
0.071
ND
0.071
Aroclor 1262
37324-23-5
0.09
ND
0.071
ND
0.071
ND
0.071
ND
0.071
Aroclor 1268
11100-14-4
0.09
ND
0.071
ND
0.071
ND
0.071
ND
0.071
PCBs, Total
1336-36-3
ND
0.071
ND
0.071
ND
0.071
ND
0.071
Semivolatile Organics by GC/MS (ug/l)
1,2,4-Trichlorobenzene
120-82-1
ND
ND
ND
ND
Bis(2-chloroethyl)ether
111-44-4
ND
ND
ND
ND
1,2-Dichlorobenzene
95-50-1
ND
ND
ND
ND
1,3-Dichlorobenzene
541-73-1
ND
ND
ND
ND
1,4-Dichlorobenzene
106-46-7
ND
ND
ND
ND
3,3'-Dichlorobenzidine
91-94-1
ND
ND
ND
ND
2,4-Dinitrotoluene
121-14-2
ND
ND
ND
ND
GROUNDWATER
L2434683-04
6/19/2024
GW-4
6/19/2024
GW-1
GW-2
6/19/2024
6/19/2024
GW-3
L2434683-02
GROUNDWATER
GROUNDWATER
L2434683-03
GROUNDWATER
L2434683-01

Table 3.2 - Groundwater Analytical Results
Tax ID 79.17-1-3, 79.17-1-4, and 79.17-1-5
Phase II Environmental Site Assessment 
July 2024
LOCATION
SAMPLING DATE
LAB SAMPLE ID
SAMPLE TYPE
CasNum
NY-AWQS
Results
RL
Results
RL
Results
RL
Results
RL
GROUNDWATER
L2434683-04
6/19/2024
GW-4
6/19/2024
GW-1
GW-2
6/19/2024
6/19/2024
GW-3
L2434683-02
GROUNDWATER
GROUNDWATER
L2434683-03
GROUNDWATER
L2434683-01
2,6-Dinitrotoluene
606-20-2
ND
ND
ND
ND
4-Chlorophenyl phenyl ether
7005-72-3
ND
ND
ND
ND
4-Bromophenyl phenyl ether
101-55-3
ND
ND
ND
ND
Bis(2-chloroisopropyl)ether
108-60-1
ND
ND
ND
ND
Bis(2-chloroethoxy)methane
111-91-1
ND
ND
ND
ND
Hexachlorocyclopentadiene
77-47-4
ND
ND
ND
ND
Isophorone
78-59-1
ND
ND
ND
ND
Nitrobenzene
98-95-3
0.4
ND
ND
ND
ND
NDPA/DPA
86-30-6
ND
ND
ND
ND
n-Nitrosodi-n-propylamine
621-64-7
ND
ND
ND
ND
Bis(2-ethylhexyl)phthalate
117-81-7
ND
ND
ND
ND
Butyl benzyl phthalate
85-68-7
ND
ND
ND
ND
Di-n-butylphthalate
84-74-2
ND
ND
ND
ND
Di-n-octylphthalate
117-84-0
ND
ND
ND
ND
Diethyl phthalate
84-66-2
ND
ND
ND
ND
Dimethyl phthalate
131-11-3
ND
ND
ND
ND
Biphenyl
92-52-4
ND
ND
ND
ND
4-Chloroaniline
106-47-8
ND
ND
ND
ND
2-Nitroaniline
88-74-4
ND
ND
ND
ND
3-Nitroaniline
99-09-2
ND
ND
ND
ND
4-Nitroaniline
100-01-6
ND
ND
ND
ND
Dibenzofuran
132-64-9
ND
ND
ND
ND
1,2,4,5-Tetrachlorobenzene
95-94-3
ND
ND
ND
ND
Acetophenone
98-86-2
ND
ND
ND
ND
2,4,6-Trichlorophenol
88-06-2
ND
ND
ND
ND
p-Chloro-m-cresol
59-50-7
ND
ND
ND
ND
2-Chlorophenol
95-57-8
ND
ND
ND
ND
2,4-Dichlorophenol
120-83-2
ND
ND
ND
ND
2,4-Dimethylphenol
105-67-9
ND
ND
ND
ND
2-Nitrophenol
88-75-5
ND
ND
ND
ND
4-Nitrophenol
100-02-7
ND
ND
ND
ND
2,4-Dinitrophenol
51-28-5
ND
ND
ND
ND
4,6-Dinitro-o-cresol
534-52-1
ND
ND
ND
ND
Phenol
108-95-2
2.2J
4J
3.4J
2.6J
2-Methylphenol
95-48-7
ND
ND
ND
ND
3-Methylphenol/4-Methylphenol
108-39-4/106-44-5
ND
ND
ND
ND
2,4,5-Trichlorophenol
95-95-4
ND
ND
ND
ND
Benzoic Acid
65-85-0
ND
ND
ND
ND
Benzyl Alcohol
100-51-6
ND
ND
ND
ND
Carbazole
86-74-8
ND
ND
ND
ND
Semivolatile Organics by GC/MS-SIM (ug/l)
Acenaphthene
83-32-9
ND
0.1
ND
0.1
ND
0.1
ND
0.1
2-Chloronaphthalene
91-58-7
ND
0.2
ND
0.2
ND
0.2
ND
0.2
Fluoranthene
206-44-0
0.1
0.1
ND
0.1
ND
0.1
ND
0.1
Hexachlorobutadiene
87-68-3
0.5
ND
0.5
ND
0.5
ND
0.5
ND
0.5
Naphthalene
91-20-3
0.13
0.1
ND
0.1
ND
0.1
ND
0.1
Benzo(a)anthracene
56-55-3
0.002
0.04J
0.1
ND
0.1
ND
0.1
ND
0.1
Benzo(a)pyrene
50-32-8
ND
0.1
ND
0.1
ND
0.1
ND
0.1
Benzo(b)fluoranthene
205-99-2
0.002
ND
0.1
ND
0.1
ND
0.1
ND
0.1
Benzo(k)fluoranthene
207-08-9
0.002
ND
0.1
ND
0.1
ND
0.1
ND
0.1
Chrysene
218-01-9
0.002
ND
0.1
ND
0.1
ND
0.1
ND
0.1
Acenaphthylene
208-96-8
ND
0.1
ND
0.1
ND
0.1
ND
0.1
Anthracene
120-12-7
ND
0.1
ND
0.1
ND
0.1
ND
0.1
Benzo(ghi)perylene
191-24-2
ND
0.1
ND
0.1
ND
0.1
ND
0.1
Fluorene
86-73-7
ND
0.1
ND
0.1
ND
0.1
ND
0.1
Phenanthrene
85-01-8
1.3
0.1
ND
0.1
ND
0.1
ND
0.1
Dibenzo(a,h)anthracene
53-70-3
ND
0.1
ND
0.1
ND
0.1
ND
0.1
Indeno(1,2,3-cd)pyrene
193-39-5
0.002
ND
0.1
ND
0.1
ND
0.1
ND
0.1
Pyrene
129-00-0
0.38
0.1
ND
0.1
ND
0.1
ND
0.1
2-Methylnaphthalene
91-57-6
ND
0.1
ND
0.1
ND
0.1
ND
0.1
Pentachlorophenol
87-86-5
ND
0.8
ND
0.8
ND
0.8
ND
0.8
Hexachlorobenzene
118-74-1
0.04
ND
0.8
ND
0.8
ND
0.8
ND
0.8
Hexachloroethane
67-72-1
ND
0.8
ND
0.8
ND
0.8
ND
0.8
Total Metals
Aluminum, Total
7429-90-5
Antimony, Total
7440-36-0
0.84J
ND
0.45J
0.61J
Arsenic, Total
7440-38-2
10.16
0.5
12.28
0.5
15.41
0.5
12.71
0.5
Barium, Total
7440-39-3
475.5
0.5
783.8
0.5
0.5
0.5
Beryllium, Total
7440-41-7
0.93
0.5
1.41
0.5
2.53
0.5
1.56
0.5
Cadmium, Total
7440-43-9
0.36
0.2
0.65
0.2
0.2
0.7
0.2
Calcium, Total
7440-70-2
Chromium, Total
7440-47-3
135.9
843.4
Cobalt, Total
7440-48-4
31.2
0.5
58.11
0.5
0.5
69.36
0.5
Copper, Total
7440-50-8
153.2
201.3
398.4
222.6
Iron, Total
7439-89-6
Lead, Total
7439-92-1
31.15
54.51
76.34
61.07
Magnesium, Total
7439-95-4
Manganese, Total
7439-96-5
Mercury, Total
7439-97-6
0.7
ND
0.2
ND
0.2
ND
0.2
ND
0.2
Nickel, Total
7440-02-0
68.42
103.3
221.4
112.2
Potassium, Total
7440-09-7
Selenium, Total
7782-49-2
7.42
8.99
17.4
8.77
Silver, Total
7440-22-4
0.42
0.4
0.21J
0.4
0.45
0.4
0.16J
0.4
Sodium, Total
7440-23-5
Thallium, Total
7440-28-0
0.5
0.63J
0.85J
1.43
0.79J
Vanadium, Total
7440-62-2
65.96
87.75
114.7
84.28
Zinc, Total
7440-66-6
205.5
314.6
290.5

Table 3.2 - Groundwater Analytical Results
Tax ID 79.17-1-3, 79.17-1-4, and 79.17-1-5
Phase II Environmental Site Assessment 
July 2024
LOCATION
SAMPLING DATE
LAB SAMPLE ID
SAMPLE TYPE
CasNum
NY-AWQS
Results
RL
Results
RL
Results
RL
Results
RL
GROUNDWATER
L2434683-04
6/19/2024
GW-4
6/19/2024
GW-1
GW-2
6/19/2024
6/19/2024
GW-3
L2434683-02
GROUNDWATER
GROUNDWATER
L2434683-03
GROUNDWATER
L2434683-01
Volatile Organics by GC/MS (ug/l)
Methylene chloride
75-09-2
ND
2.5
ND
2.5
ND
2.5
ND
2.5
1,1-Dichloroethane
75-34-3
ND
2.5
ND
2.5
ND
2.5
ND
2.5
Chloroform
67-66-3
ND
2.5
ND
2.5
ND
2.5
ND
2.5
Carbon tetrachloride
56-23-5
ND
0.5
ND
0.5
ND
0.5
ND
0.5
1,2-Dichloropropane
78-87-5
ND
ND
ND
ND
Dibromochloromethane
124-48-1
ND
0.5
ND
0.5
ND
0.5
ND
0.5
1,1,2-Trichloroethane
79-00-5
ND
1.5
ND
1.5
ND
1.5
ND
1.5
Tetrachloroethene
127-18-4
ND
0.5
ND
0.5
ND
0.5
ND
0.5
Chlorobenzene
108-90-7
ND
2.5
ND
2.5
ND
2.5
ND
2.5
Trichlorofluoromethane
75-69-4
ND
2.5
ND
2.5
ND
2.5
ND
2.5
1,2-Dichloroethane
107-06-2
0.6
ND
0.5
ND
0.5
ND
0.5
ND
0.5
1,1,1-Trichloroethane
71-55-6
ND
2.5
ND
2.5
ND
2.5
ND
2.5
Bromodichloromethane
75-27-4
ND
0.5
ND
0.5
ND
0.5
ND
0.5
trans-1,3-Dichloropropene
10061-02-6
0.4
ND
0.5
ND
0.5
ND
0.5
ND
0.5
cis-1,3-Dichloropropene
10061-01-5
0.4
ND
0.5
ND
0.5
ND
0.5
ND
0.5
1,3-Dichloropropene, Total
542-75-6
ND
0.5
ND
0.5
ND
0.5
ND
0.5
1,1-Dichloropropene
563-58-6
ND
2.5
ND
2.5
ND
2.5
ND
2.5
Bromoform
75-25-2
ND
ND
ND
ND
1,1,2,2-Tetrachloroethane
79-34-5
ND
0.5
ND
0.5
ND
0.5
ND
0.5
Benzene
71-43-2
ND
0.5
ND
0.5
ND
0.5
ND
0.5
Toluene
108-88-3
ND
2.5
ND
2.5
ND
2.5
ND
2.5
Ethylbenzene
100-41-4
ND
2.5
ND
2.5
ND
2.5
ND
2.5
Chloromethane
74-87-3
ND
2.5
ND
2.5
ND
2.5
ND
2.5
Bromomethane
74-83-9
ND
2.5
ND
2.5
ND
2.5
ND
2.5
Vinyl chloride
75-01-4
ND
ND
ND
ND
Chloroethane
75-00-3
ND
2.5
ND
2.5
ND
2.5
ND
2.5
1,1-Dichloroethene
75-35-4
ND
0.5
ND
0.5
ND
0.5
ND
0.5
trans-1,2-Dichloroethene
156-60-5
ND
2.5
ND
2.5
ND
2.5
ND
2.5
Trichloroethene
79-01-6
ND
0.5
ND
0.5
ND
0.5
ND
0.5
1,2-Dichlorobenzene
95-50-1
ND
2.5
ND
2.5
ND
2.5
ND
2.5
1,3-Dichlorobenzene
541-73-1
ND
2.5
ND
2.5
ND
2.5
ND
2.5
1,4-Dichlorobenzene
106-46-7
ND
2.5
ND
2.5
ND
2.5
ND
2.5
Methyl tert butyl ether
1634-04-4
ND
2.5
ND
2.5
ND
2.5
ND
2.5
p/m-Xylene
179601-23-1
ND
2.5
ND
2.5
ND
2.5
ND
2.5
o-Xylene
95-47-6
ND
2.5
ND
2.5
ND
2.5
ND
2.5
Xylenes, Total
1330-20-7
ND
2.5
ND
2.5
ND
2.5
ND
2.5
cis-1,2-Dichloroethene
156-59-2
ND
2.5
ND
2.5
ND
2.5
0.77J
2.5
1,2-Dichloroethene, Total
540-59-0
ND
2.5
ND
2.5
ND
2.5
0.77J
2.5
Dibromomethane
74-95-3
ND
ND
ND
ND
1,2,3-Trichloropropane
96-18-4
0.04
ND
2.5
ND
2.5
ND
2.5
ND
2.5
Acrylonitrile
107-13-1
ND
ND
ND
ND
Styrene
100-42-5
ND
2.5
ND
2.5
ND
2.5
ND
2.5
Dichlorodifluoromethane
75-71-8
ND
ND
ND
ND
Acetone
67-64-1
1.5J
1.9J
2.6J
ND
Carbon disulfide
75-15-0
ND
ND
ND
ND
2-Butanone
78-93-3
ND
ND
ND
ND
Vinyl acetate
108-05-4
ND
ND
ND
ND
4-Methyl-2-pentanone
108-10-1
ND
ND
ND
ND
2-Hexanone
591-78-6
ND
ND
ND
ND
Bromochloromethane
74-97-5
ND
2.5
ND
2.5
ND
2.5
ND
2.5
2,2-Dichloropropane
594-20-7
ND
2.5
ND
2.5
ND
2.5
ND
2.5
1,2-Dibromoethane
106-93-4
0.0006
ND
ND
ND
ND
1,3-Dichloropropane
142-28-9
ND
2.5
ND
2.5
ND
2.5
ND
2.5
1,1,1,2-Tetrachloroethane
630-20-6
ND
2.5
ND
2.5
ND
2.5
ND
2.5
Bromobenzene
108-86-1
ND
2.5
ND
2.5
ND
2.5
ND
2.5
n-Butylbenzene
104-51-8
ND
2.5
ND
2.5
ND
2.5
ND
2.5
sec-Butylbenzene
135-98-8
ND
2.5
ND
2.5
ND
2.5
ND
2.5
tert-Butylbenzene
98-06-6
ND
2.5
ND
2.5
ND
2.5
ND
2.5
o-Chlorotoluene
95-49-8
ND
2.5
ND
2.5
ND
2.5
ND
2.5
p-Chlorotoluene
106-43-4
ND
2.5
ND
2.5
ND
2.5
ND
2.5
1,2-Dibromo-3-chloropropane
96-12-8
0.04
ND
2.5
ND
2.5
ND
2.5
ND
2.5
Hexachlorobutadiene
87-68-3
0.5
ND
2.5
ND
2.5
ND
2.5
ND
2.5
Isopropylbenzene
98-82-8
ND
2.5
ND
2.5
ND
2.5
ND
2.5
p-Isopropyltoluene
99-87-6
ND
2.5
ND
2.5
ND
2.5
ND
2.5
Naphthalene
91-20-3
ND
2.5
ND
2.5
ND
2.5
ND
2.5
n-Propylbenzene
103-65-1
ND
2.5
ND
2.5
ND
2.5
ND
2.5
1,2,3-Trichlorobenzene
87-61-6
ND
2.5
ND
2.5
ND
2.5
ND
2.5
1,2,4-Trichlorobenzene
120-82-1
ND
2.5
ND
2.5
ND
2.5
ND
2.5
1,3,5-Trimethylbenzene
108-67-8
ND
2.5
ND
2.5
ND
2.5
ND
2.5
1,2,4-Trimethylbenzene
95-63-6
ND
2.5
ND
2.5
ND
2.5
ND
2.5
1,4-Dioxane
123-91-1
ND
ND
ND
ND
p-Diethylbenzene
105-05-5
ND
ND
ND
ND
p-Ethyltoluene
622-96-8
ND
ND
ND
ND
1,2,4,5-Tetramethylbenzene
95-93-2
ND
ND
ND
ND
Ethyl ether
60-29-7
ND
2.5
ND
2.5
ND
2.5
ND
2.5
trans-1,4-Dichloro-2-butene
110-57-6
ND
2.5
ND
2.5
ND
2.5
ND
2.5
Notes
ug/l - Micrograms per liter
J - Estimated
Exceedance of NY-AWQS
F - The ratio of quantifier ion response to qualifier ion response falls outside of the laboratory criteria. Results are considered to be an estimated 
NY-AWQS - New York TOGS 111 Ambient Water Quality Standards criteria reflects all addendum to criteria through June 2004.

Table 3.4 - Summary of Soil Vapor Results
Tax ID 79.17-1-3, 79.17-1-4, and 79.17-1-5
Phase II Environmental Site Assessment 
July 2024
LOCATION
SAMPLING DATE
LAB SAMPLE ID
SAMPLE TYPE
Volatile Organics in Air (ug/m3)
CasNum
SSC-A SSC-B SSC-C SSC-D SSC-E SSC-F
Results
RL
Results
RL
Results
RL
Results
RL
Dichlorodifluoromethane
75-71-8
2.43
0.989
2.54
0.989
2.4
0.989
2.52
0.989
Chloromethane
74-87-3
ND
0.413
0.465
0.413
0.911
0.413
ND
0.413
Freon-114
76-14-2
ND
1.4
ND
1.4
ND
1.4
ND
1.4
Vinyl chloride
75-01-4
ND
0.511
ND
0.511
ND
0.511
ND
0.511
1,3-Butadiene
106-99-0
5.55
0.442
2.39
0.442
2.65
0.442
6.17
0.442
Bromomethane
74-83-9
ND
0.777
ND
0.777
ND
0.777
ND
0.777
Chloroethane
75-00-3
ND
0.528
ND
0.528
ND
0.528
ND
0.528
Ethanol
64-17-5
18.7
9.42
39.8
9.42
26.2
9.42
12.9
9.42
Vinyl bromide
593-60-2
ND
0.874
ND
0.874
ND
0.874
ND
0.874
Acetone
67-64-1
2.38
67.5
2.38
2.38
2.38
Trichlorofluoromethane
75-69-4
2.75
1.12
2.03
1.12
1.42
1.12
1.66
1.12
Isopropanol
67-63-0
3.1
1.23
6.27
1.23
14.6
1.23
2.46
1.23
1,1-Dichloroethene
75-35-4
ND
0.793
ND
0.793
ND
0.793
ND
0.793
Tertiary butyl Alcohol
75-65-0
55.2
1.52
13.7
1.52
68.2
1.52
55.2
1.52
Methylene chloride
75-09-2
2.02
1.74
3.79
1.74
2.99
1.74
2.04
1.74
3-Chloropropene
107-05-1
ND
0.626
ND
0.626
ND
0.626
ND
0.626
Carbon disulfide
75-15-0
48.6
0.623
3.36
0.623
8.81
0.623
19.7
0.623
Freon-113
76-13-1
ND
1.53
ND
1.53
ND
1.53
ND
1.53
trans-1,2-Dichloroethene
156-60-5
ND
0.793
ND
0.793
ND
0.793
ND
0.793
1,1-Dichloroethane
75-34-3
ND
0.809
ND
0.809
ND
0.809
ND
0.809
Methyl tert butyl ether
1634-04-4
ND
0.721
ND
0.721
ND
0.721
ND
0.721
2-Butanone
78-93-3
45.1
1.47
15.7
1.47
29.5
1.47
38.3
1.47
cis-1,2-Dichloroethene
156-59-2
ND
0.793
ND
0.793
ND
0.793
ND
0.793
Ethyl Acetate
141-78-6
ND
1.8
ND
1.8
ND
1.8
ND
1.8
Chloroform
67-66-3
ND
0.977
ND
0.977
ND
0.977
ND
0.977
Tetrahydrofuran
109-99-9
ND
1.47
3.95
1.47
3.48
1.47
3.04
1.47
1,2-Dichloroethane
107-06-2
ND
0.809
ND
0.809
ND
0.809
ND
0.809
n-Hexane
110-54-3
16.7
0.705
3.25
0.705
6.13
0.705
5.15
0.705
1,1,1-Trichloroethane
71-55-6
ND
1.09
ND
1.09
ND
1.09
ND
1.09
Benzene
71-43-2
9.81
0.639
1.79
0.639
5.34
0.639
3.96
0.639
Carbon tetrachloride
56-23-5
ND
1.26
ND
1.26
ND
1.26
ND
1.26
Cyclohexane
110-82-7
49.6
0.688
24.5
0.688
2.28
0.688
12.2
0.688
1,2-Dichloropropane
78-87-5
ND
0.924
ND
0.924
ND
0.924
ND
0.924
Bromodichloromethane
75-27-4
ND
1.34
ND
1.34
ND
1.34
ND
1.34
1,4-Dioxane
123-91-1
ND
0.721
ND
0.721
ND
0.721
ND
0.721
Trichloroethene
79-01-6
ND
1.07
1.61
1.07
ND
1.07
ND
1.07
2,2,4-Trimethylpentane
540-84-1
4.46
0.934
37.4
0.934
5.09
0.934
1.61
0.934
Heptane
142-82-5
17.5
0.82
4.84
0.82
5.94
0.82
6.84
0.82
cis-1,3-Dichloropropene
10061-01-5
ND
0.908
ND
0.908
ND
0.908
ND
0.908
4-Methyl-2-pentanone
108-10-1
20.7
2.05
22.9
2.05
3.31
2.05
2.05
trans-1,3-Dichloropropene
10061-02-6
ND
0.908
ND
0.908
ND
0.908
ND
0.908
1,1,2-Trichloroethane
79-00-5
ND
1.09
ND
1.09
ND
1.09
ND
1.09
Toluene
108-88-3
49.4
0.754
12.1
0.754
20.8
0.754
23.1
0.754
2-Hexanone
591-78-6
17.7
0.82
ND
0.82
11.5
0.82
20.8
0.82
Dibromochloromethane
124-48-1
ND
1.7
ND
1.7
ND
1.7
ND
1.7
1,2-Dibromoethane
106-93-4
ND
1.54
ND
1.54
ND
1.54
ND
1.54
Tetrachloroethene
127-18-4
11.4
1.36
12.3
1.36
ND
1.36
14.2
1.36
Chlorobenzene
108-90-7
ND
0.921
ND
0.921
ND
0.921
ND
0.921
Ethylbenzene
100-41-4
0.869
30.6
0.869
14.9
0.869
21.7
0.869
p/m-Xylene
179601-23-1
76.9
1.74
79.9
1.74
56.9
1.74
90.8
1.74
Bromoform
75-25-2
ND
2.07
ND
2.07
ND
2.07
ND
2.07
Styrene
100-42-5
ND
0.852
ND
0.852
0.852
0.852
0.907
0.852
1,1,2,2-Tetrachloroethane
79-34-5
ND
1.37
ND
1.37
ND
1.37
ND
1.37
o-Xylene
95-47-6
36.9
0.869
93.8
0.869
0.869
37.9
0.869
4-Ethyltoluene
622-96-8
6.54
0.983
12.9
0.983
7.33
0.983
6.93
0.983
1,3,5-Trimethylbenzene
108-67-8
8.65
0.983
71.3
0.983
8.9
0.983
8.26
0.983
1,2,4-Trimethylbenzene
95-63-6
0.983
82.1
0.983
32.1
0.983
32.3
0.983
Benzyl chloride
100-44-7
ND
1.04
ND
1.04
ND
1.04
ND
1.04
1,3-Dichlorobenzene
541-73-1
ND
1.2
ND
1.2
ND
1.2
ND
1.2
1,4-Dichlorobenzene
106-46-7
ND
1.2
ND
1.2
ND
1.2
ND
1.2
1,2-Dichlorobenzene
95-50-1
ND
1.2
ND
1.2
ND
1.2
ND
1.2
1,2,4-Trichlorobenzene
120-82-1
ND
1.48
ND
1.48
ND
1.48
ND
1.48
Naphthalene
91-20-3
3.21
1.05
3.14
1.05
10.9
1.05
3.19
1.05
Hexachlorobutadiene
87-68-3
ND
2.13
ND
2.13
ND
2.13
ND
2.13
Notes
SSC-A: New York DOH Matrix A Sub-slab Vapor Concentrations Criteria per Guidance for Evaluating Soil Vapor Intrusion, October 2006, and updated May 2017.
SSC-B: New York DOH Matrix B Sub-slab Vapor Concentrations Criteria per Guidance for Evaluating Soil Vapor Intrusion, October 2006, and updated May 2017.
SSC-C: New York DOH Matrix C Sub-slab Vapor Concentrations Criteria per Guidance for Evaluating Soil Vapor Intrusion, October 2006, and updated May 2017.
SSC-D: New York DOH Matrix D Sub-slab Vapor Concentrations Criteria per Guidance for Evaluating Soil Vapor Intrusion, October 2006, and updated April 2024.
SSC-E: New York DOH Matrix E Sub-slab Vapor Concentrations Criteria per Guidance for Evaluating Soil Vapor Intrusion, October 2006, and updated April 2024.
SSC-F: New York DOH Matrix F Sub-slab Vapor Concentrations Criteria per Guidance for Evaluating Soil Vapor Intrusion, October 2006, and updated April 2024.
Exceeds the sub-slab vapor concentration lower limit
SOIL_VAPOR
SOIL_VAPOR
SOIL_VAPOR
SOIL_VAPOR
SV-4
SV-3
SV-2
SV-1
6/19/2024
6/19/2024
6/19/2024
6/19/2024
L2434710-04
L2434710-03
L2434710-02
L2434710-01

Appendix A 

06-18-2024 (5-FT Increments)_MSP Rev.xls
GROUND ELEVATION:
0 Hr.
24 Hr.
DEPTH
(ft)
FROM
TO
(ft)
(ft)
0.5
0.00
0.5
0.00
2.5
0.00
2.5
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
 in.
1⅜ in
Soil descriptions represent a field identification after D. M. Burmister unless otherwise noted.                                                          
LOCATION:
JOB NO.
METHOD:
GEOPROBE BY:
PG Environmental Services
DATE STARTED: 6/18/2023
GROUNDWATER TABLE DEPTH: NA
PROJECT NAME:
1-3 Croton Point Avenue
GEOPROBE NO.
SB-1
DATE COMPLETED: 6/18/2023
Date
Direct Push
±33'
RECOVERY 
(in)
SAMPLE 
TUBE 
No.
DEPTH 
ENVIRONMENTAL 
SOIL SAMPLE NAME
SOIL DESCRIPTION AND STRATIFICATION
PID
INSPECTOR:
WF
0.0'-0.5': Concrete pavement 
SB-1(12.0'-12.5')
Boring Complete at 15 Feet BGS
Nominal I.D. of Hole
The subsurface information shown hereon was obtained for the design and estimating purposes for our client.
Nominal I.D. of Barrel Sampler
It is made available to authorized users only that they may have access to the same information available
to our client.  It is presented in good faith, but it is not intended as a substitute for investigations, interpretations
or judgment of such authorized users.  Information on the logs should not be relied upon without the geotechnical
engineers recommendations contained in the report from which these logs were extracted.
          Pp: Pocket Penetrometer; DP: Direct Push
Approximate Change in Strata:  ____________   Inferred Change in Strata:    _ _ _ _ _ _ _ _ _ _ _ _ _
FIGURE 7
0.5'-2.5': Gray SILT, some coarse to fine Sand
2.5'-15.0':Gray medium to fine SAND, trace Silt

06-18-2024 (5-FT Increments)_MSP Rev.xls
GROUND ELEVATION:
0 Hr.
24 Hr.
DEPTH
(ft)
FROM
TO
(ft)
(ft)
0.5
0.00
0.1
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
 in.
1⅜ in
Soil descriptions represent a field identification after D. M. Burmister unless otherwise noted.                                                          
LOCATION:
JOB NO.
METHOD:
GEOPROBE BY:
PG Environmental Services
DATE STARTED: 6/18/2023
GROUNDWATER TABLE DEPTH: NA
PROJECT NAME:
1-3 Croton Point Avenue
GEOPROBE NO.
SB-2
WF
DATE COMPLETED: 6/18/2023
Date
Direct Push
±34'
RECOVERY 
(in)
SAMPLE 
TUBE 
No.
DEPTH 
ENVIRONMENTAL 
SOIL SAMPLE NAME
SOIL DESCRIPTION AND STRATIFICATION
PID
INSPECTOR:
0.0'-0.5': Concrete pavement 
0.5'-1.0': Gray coarse to fine GRAVEL, little fine Sand, trace Silt
SB-2(8.0'-8.5')
Boring Complete at 15 Feet BGS
Nominal I.D. of Hole
The subsurface information shown hereon was obtained for the design and estimating purposes for our client.
Nominal I.D. of Barrel Sampler
It is made available to authorized users only that they may have access to the same information available
to our client.  It is presented in good faith, but it is not intended as a substitute for investigations, interpretations
or judgment of such authorized users.  Information on the logs should not be relied upon without the geotechnical
engineers recommendations contained in the report from which these logs were extracted.
          Pp: Pocket Penetrometer; DP: Direct Push
Approximate Change in Strata:  ____________   Inferred Change in Strata:    _ _ _ _ _ _ _ _ _ _ _ _ _
FIGURE 8
1.0'-15.0':Gray medium to fine SAND, trace Silt, trace medium to 
fine Gravel

06-18-2024 (5-FT Increments)_MSP Rev.xls
GROUND ELEVATION:
0 Hr.
24 Hr.
DEPTH
(ft)
FROM
TO
(ft)
(ft)
0.5
0.00
0.5
0.00
2.5
0.00
2.5
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
 in.
1⅜ in
Soil descriptions represent a field identification after D. M. Burmister unless otherwise noted.                                                          
SB-3
LOCATION:
JOB NO.
Direct Push
±34'
GEOPROBE BY:
PG Environmental Services
DATE STARTED: 6/19/2023
GROUNDWATER TABLE DEPTH: NA
PROJECT NAME:
1-3 Croton Point Avenue
METHOD:
GEOPROBE NO.
INSPECTOR:
WF
DATE COMPLETED: 6/19/2023
Date
RECOVERY 
(in)
SAMPLE 
TUBE 
No.
DEPTH 
ENVIRONMENTAL 
SOIL SAMPLE NAME
SOIL DESCRIPTION AND STRATIFICATION
PID
0.0'-0.5': Concrete pavement 
SB-3(14.5'-15.0')
Boring Complete at 15 eet BGS
Nominal I.D. of Hole
The subsurface information shown hereon was obtained for the design and estimating purposes for our client.
Nominal I.D. of Barrel Sampler
It is made available to authorized users only that they may have access to the same information available
to our client.  It is presented in good faith, but it is not intended as a substitute for investigations, interpretations
or judgment of such authorized users.  Information on the logs should not be relied upon without the geotechnical
engineers recommendations contained in the report from which these logs were extracted.
          Pp: Pocket Penetrometer; DP: Direct Push
Approximate Change in Strata:  ____________   Inferred Change in Strata:    _ _ _ _ _ _ _ _ _ _ _ _ _
FIGURE 9
0.5'-2.5': Gray medium to fine SAND, trace Silt
2.5'-5.0': Gray brown medium to fine SAND, little coarse to medium 
Gravel, trace Silt
5.0'-15.0':Gray medium to fine SAND, trace Silt

06-18-2024 (5-FT Increments)_MSP Rev.xls
GROUND ELEVATION:
0 Hr.
24 Hr.
DEPTH
(ft)
FROM
TO
(ft)
(ft)
0.5
0.00
0.5
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
 in.
1⅜ in
Soil descriptions represent a field identification after D. M. Burmister unless otherwise noted.                                                          
LOCATION:
JOB NO.
METHOD:
GEOPROBE BY:
PG Environmental Services
DATE STARTED: 6/19/2023
GROUNDWATER TABLE DEPTH: NA
PROJECT NAME:
1-3 Croton Point Avenue
GEOPROBE NO.
SB-4
DATE COMPLETED: 6/19/2023
Date
Direct Push
±33'
RECOVERY 
(in)
SAMPLE 
TUBE 
No.
DEPTH 
ENVIRONMENTAL 
SOIL SAMPLE NAME
SOIL DESCRIPTION AND STRATIFICATION
PID
INSPECTOR:
WF
0.0'-0.5': Concrete pavement 
SB-4(7.5'-8.0')
Boring Complete at 15 Feet BGS
Nominal I.D. of Hole
The subsurface information shown hereon was obtained for the design and estimating purposes for our client.
Nominal I.D. of Barrel Sampler
It is made available to authorized users only that they may have access to the same information available
to our client.  It is presented in good faith, but it is not intended as a substitute for investigations, interpretations
or judgment of such authorized users.  Information on the logs should not be relied upon without the geotechnical
engineers recommendations contained in the report from which these logs were extracted.
          Pp: Pocket Penetrometer; DP: Direct Push
Approximate Change in Strata:  ____________   Inferred Change in Strata:    _ _ _ _ _ _ _ _ _ _ _ _ _
FIGURE 1
0.5'-15.0': Gray medium to fine SAND, some coarse to fine Gravel, 
trace Silt

06-18-2024 (5-FT Increments)_MSP Rev.xls
GROUND ELEVATION:
0 Hr.
24 Hr.
DEPTH
(ft)
FROM
TO
(ft)
(ft)
0.5
0.00
0.5
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
 in.
1⅜ in
Soil descriptions represent a field identification after D. M. Burmister unless otherwise noted.                                                          
LOCATION:
JOB NO.
METHOD:
GEOPROBE BY:
PG Environmental Services
DATE STARTED: 6/19/2023
GROUNDWATER TABLE DEPTH: NA
PROJECT NAME:
1-3 Croton Point Avenue
GEOPROBE NO.
SB-5
DATE COMPLETED: 6/19/2023
Date
Direct Push
±33'
RECOVERY 
(in)
SAMPLE 
TUBE 
No.
DEPTH 
ENVIRONMENTAL 
SOIL SAMPLE NAME
SOIL DESCRIPTION AND STRATIFICATION
PID
INSPECTOR:
WF
0.0'-0.5': Concrete pavement 
0.5'-15.0': Gray medium to fine SAND, some coarse to fine Gravel, 
trace Silt
SB-5(6.0'-6.5')
Boring Complete at 15 Feet BGS
Nominal I.D. of Hole
The subsurface information shown hereon was obtained for the design and estimating purposes for our client.
Nominal I.D. of Barrel Sampler
It is made available to authorized users only that they may have access to the same information available
to our client.  It is presented in good faith, but it is not intended as a substitute for investigations, interpretations
or judgment of such authorized users.  Information on the logs should not be relied upon without the geotechnical
engineers recommendations contained in the report from which these logs were extracted.
          Pp: Pocket Penetrometer; DP: Direct Push
Approximate Change in Strata:  ____________   Inferred Change in Strata:    _ _ _ _ _ _ _ _ _ _ _ _ _
FIGURE 10

06-18-2024 (5-FT Increments)_MSP Rev.xls
GROUND ELEVATION:
0 Hr.
24 Hr.
DEPTH
(ft)
FROM
TO
(ft)
(ft)
0.5
0.00
0.5
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
 in.
1⅜ in
Soil descriptions represent a field identification after D. M. Burmister unless otherwise noted.                                                          
SB-6
LOCATION:
JOB NO.
Direct Push
±34'
GEOPROBE BY:
PG Environmental Services
DATE STARTED: 6/19/2023
GROUNDWATER TABLE DEPTH: NA
PROJECT NAME:
1-3 Croton Point Avenue
METHOD:
GEOPROBE NO.
PID
INSPECTOR:
WF
DATE COMPLETED: 6/19/2023
Date
SB-6(10.0'-10.5')
RECOVERY 
(in)
SAMPLE 
TUBE 
No.
DEPTH 
ENVIRONMENTAL 
SOIL SAMPLE NAME
SOIL DESCRIPTION AND STRATIFICATION
0.0'-0.5': Concrete pavement 
0.5'-12.0': Gray medium to fine SAND, trace Silt
Boring Complete at 15 Feet BGS
Nominal I.D. of Hole
The subsurface information shown hereon was obtained for the design and estimating purposes for our client.
Nominal I.D. of Barrel Sampler
It is made available to authorized users only that they may have access to the same information available
to our client.  It is presented in good faith, but it is not intended as a substitute for investigations, interpretations
or judgment of such authorized users.  Information on the logs should not be relied upon without the geotechnical
engineers recommendations contained in the report from which these logs were extracted.
          Pp: Pocket Penetrometer; DP: Direct Push
Approximate Change in Strata:  ____________   Inferred Change in Strata:    _ _ _ _ _ _ _ _ _ _ _ _ _
FIGURE 1
12.0'-15.0': Gray medium to fine SAND, some coarse to fine 
Gravel, trace Silt

06-18-2024 (5-FT Increments)_MSP Rev.xls
GROUND ELEVATION:
0 Hr.
24 Hr.
DEPTH
(ft)
FROM
TO
(ft)
(ft)
0.5
0.00
0.5
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
 in.
1⅜ in
Soil descriptions represent a field identification after D. M. Burmister unless otherwise noted.                                                          
LOCATION:
JOB NO.
METHOD:
GEOPROBE BY:
PG Environmental Services
DATE STARTED: 6/19/2023
GROUNDWATER TABLE DEPTH: NA
PROJECT NAME:
1-3 Croton Point Avenue
GEOPROBE NO.
SB-7
DATE COMPLETED: 6/19/2023
Date
Direct Push
±34'
RECOVERY 
(in)
SAMPLE 
TUBE 
No.
DEPTH 
ENVIRONMENTAL 
SOIL SAMPLE NAME
SOIL DESCRIPTION AND STRATIFICATION
PID
INSPECTOR:
WF
0.0'-0.5': Concrete pavement 
SB-7(2.5'-3.0')
Boring Complete at 15 Feet BGS
Nominal I.D. of Hole
The subsurface information shown hereon was obtained for the design and estimating purposes for our client.
Nominal I.D. of Barrel Sampler
It is made available to authorized users only that they may have access to the same information available
to our client.  It is presented in good faith, but it is not intended as a substitute for investigations, interpretations
or judgment of such authorized users.  Information on the logs should not be relied upon without the geotechnical
engineers recommendations contained in the report from which these logs were extracted.
          Pp: Pocket Penetrometer; DP: Direct Push
Approximate Change in Strata:  ____________   Inferred Change in Strata:    _ _ _ _ _ _ _ _ _ _ _ _ _
FIGURE 11
0.5'-15.0': Gray medium to fine SAND, some coarse to fine Gravel, 
trace Silt

06-18-2024 (5-FT Increments)_MSP Rev.xls
GROUND ELEVATION:
0 Hr.
24 Hr.
DEPTH
(ft)
FROM
TO
(ft)
(ft)
0.5
0.00
0.5
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
 in.
1⅜ in
Soil descriptions represent a field identification after D. M. Burmister unless otherwise noted.                                                          
LOCATION:
JOB NO.
METHOD:
GEOPROBE BY:
PG Environmental Services
DATE STARTED: 6/19/2023
GROUNDWATER TABLE DEPTH: NA
PROJECT NAME:
1-3 Croton Point Avenue
GEOPROBE NO.
SB-8
DATE COMPLETED: 6/19/2023
Date
Direct Push
±35'
RECOVERY 
(in)
SAMPLE 
TUBE 
No.
DEPTH 
ENVIRONMENTAL 
SOIL SAMPLE NAME
SOIL DESCRIPTION AND STRATIFICATION
PID
INSPECTOR:
WF
0.0'-0.5': Concrete pavement 
0.5'-15.0': Gray medium to fine SAND, some coarse to fine Gravel, 
trace Silt
SB-8(8.5'-9.0')
Boring Complete at 15 Feet BGS
Nominal I.D. of Hole
The subsurface information shown hereon was obtained for the design and estimating purposes for our client.
Nominal I.D. of Barrel Sampler
It is made available to authorized users only that they may have access to the same information available
to our client.  It is presented in good faith, but it is not intended as a substitute for investigations, interpretations
or judgment of such authorized users.  Information on the logs should not be relied upon without the geotechnical
engineers recommendations contained in the report from which these logs were extracted.
          Pp: Pocket Penetrometer; DP: Direct Push
Approximate Change in Strata:  ____________   Inferred Change in Strata:    _ _ _ _ _ _ _ _ _ _ _ _ _
FIGURE 12

06-18-2024 (5-FT Increments)_MSP Rev.xls
GROUND ELEVATION:
0 Hr.
24 Hr.
DEPTH
(ft)
FROM
TO
(ft)
(ft)
0.5
0.00
0.5
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
 in.
1⅜ in
Soil descriptions represent a field identification after D. M. Burmister unless otherwise noted.                                                          
SB-9
LOCATION:
JOB NO.
Direct Push
±33'
GEOPROBE BY:
PG Environmental Services
DATE STARTED: 6/19/2023
GROUNDWATER TABLE DEPTH: NA
PROJECT NAME:
1-3 Croton Point Avenue
METHOD:
GEOPROBE NO.
PID
INSPECTOR:
WF
DATE COMPLETED: 6/19/2023
Date
RECOVERY 
(in)
SAMPLE 
TUBE 
No.
DEPTH 
ENVIRONMENTAL 
SOIL SAMPLE NAME
SOIL DESCRIPTION AND STRATIFICATION
0.0'-0.5': Concrete pavement 
SB-9(7.5'-8.0')
Boring Complete at 15 Feet BGS
Nominal I.D. of Hole
The subsurface information shown hereon was obtained for the design and estimating purposes for our client.
Nominal I.D. of Barrel Sampler
It is made available to authorized users only that they may have access to the same information available
to our client.  It is presented in good faith, but it is not intended as a substitute for investigations, interpretations
or judgment of such authorized users.  Information on the logs should not be relied upon without the geotechnical
engineers recommendations contained in the report from which these logs were extracted.
          Pp: Pocket Penetrometer; DP: Direct Push
Approximate Change in Strata:  ____________   Inferred Change in Strata:    _ _ _ _ _ _ _ _ _ _ _ _ _
FIGURE 13
0.5'-2.0': Gray medium to fine SAND, some coarse to fine Gravel, trace Silt
2.0'-15.0': Gray medium to fine SAND, some coarse to fine Gravel, 
trace Silt

06-18-2024 (5-FT Increments)_MSP Rev.xls
GROUND ELEVATION:
0 Hr.
24 Hr.
DEPTH
(ft)
FROM
TO
(ft)
(ft)
0.5
0.00
0.5
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
 in.
1⅜ in
Soil descriptions represent a field identification after D. M. Burmister unless otherwise noted.                                                          
LOCATION:
JOB NO.
METHOD:
GEOPROBE BY:
PG Environmental Services
DATE STARTED: 6/19/2023
GROUNDWATER TABLE DEPTH: NA
PROJECT NAME:
1-3 Croton Point Avenue
GEOPROBE NO.
SB-10
DATE COMPLETED: 6/19/2023
Date
Direct Push
±31'
RECOVERY 
(in)
SAMPLE 
TUBE 
No.
DEPTH 
ENVIRONMENTAL 
SOIL SAMPLE NAME
SOIL DESCRIPTION AND STRATIFICATION
PID
INSPECTOR:
WF
0.0'-0.5': Concrete pavement 
0.5'-15.0': Gray medium to fine SAND, some coarse to fine Gravel, 
trace Silt
SB-10(5.5'-6.0')
Boring Complete at 15 Feet BGS
Nominal I.D. of Hole
The subsurface information shown hereon was obtained for the design and estimating purposes for our client.
Nominal I.D. of Barrel Sampler
It is made available to authorized users only that they may have access to the same information available
to our client.  It is presented in good faith, but it is not intended as a substitute for investigations, interpretations
or judgment of such authorized users.  Information on the logs should not be relied upon without the geotechnical
engineers recommendations contained in the report from which these logs were extracted.
          Pp: Pocket Penetrometer; DP: Direct Push
Approximate Change in Strata:  ____________   Inferred Change in Strata:    _ _ _ _ _ _ _ _ _ _ _ _ _
FIGURE 14

06-18-2024 (5-FT Increments)_MSP Rev.xls
GROUND ELEVATION:
0 Hr.
24 Hr.
DEPTH
(ft)
FROM
TO
(ft)
(ft)
0.5
0.00
0.5
1.5
0.00
1.5
0.00
0.00
0.00
0.00
0.00
7.5
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
 in.
1⅜ in
Soil descriptions represent a field identification after D. M. Burmister unless otherwise noted.                                                          
Date
6/18/2023
0.5'-1.5': Gray coarse to fine SAND, trace Silt
PID
GEOPROBE NO.
SB-11
JOB NO.
1-3 Croton Point Avenue
LOCATION:
METHOD:
±32'
0.0'-0.5': Concrete pavement 
6/18/2023
GROUNDWATER TABLE DEPTH: NA
Direct Push
DATE STARTED:
SOIL DESCRIPTION AND STRATIFICATION
DATE COMPLETED:
Boring Complete at 15 Feet BGS
DEPTH 
ENVIRONMENTAL 
SOIL SAMPLE NAME
FIGURE 15
Nominal I.D. of Hole
Nominal I.D. of Barrel Sampler
Approximate Change in Strata:  ____________   Inferred Change in Strata:    _ _ _ _ _ _ _ _ _ _ _ _ _
          Pp: Pocket Penetrometer; DP: Direct Push
The subsurface information shown hereon was obtained for the design and estimating purposes for our client.
It is made available to authorized users only that they may have access to the same information available
to our client.  It is presented in good faith, but it is not intended as a substitute for investigations, interpretations
or judgment of such authorized users.  Information on the logs should not be relied upon without the geotechnical
engineers recommendations contained in the report from which these logs were extracted.
GEOPROBE BY:
PG Environmental Services
INSPECTOR:
WF
RECOVERY 
(in)
SAMPLE 
TUBE 
No.
SB-11 (10.0'-10.5')
1.5'-7.5': Gray medium to fine SAND, trace Silt
7.5'-15.0': Gray coarse to fine SAND, little coarse to fine Gravel, 
trace Silt

06-18-2024 (5-FT Increments)_MSP Rev.xls
GROUND ELEVATION:
0 Hr.
24 Hr.
DEPTH
(ft)
FROM
TO
(ft)
(ft)
0.5
0.00
0.5
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
 in.
1⅜ in
Soil descriptions represent a field identification after D. M. Burmister unless otherwise noted.                                                          
SB-12
LOCATION:
JOB NO.
Direct Push
±33'
GEOPROBE BY:
PG Environmental Services
DATE STARTED: 6/18/2023
GROUNDWATER TABLE DEPTH: NA
PROJECT NAME:
1-3 Croton Point Avenue
METHOD:
GEOPROBE NO.
INSPECTOR:
WF
DATE COMPLETED: 6/18/2023
Date
SB-12(5.5'-6.0')
RECOVERY 
(in)
SAMPLE 
TUBE 
No.
DEPTH 
ENVIRONMENTAL 
SOIL SAMPLE NAME
SOIL DESCRIPTION AND STRATIFICATION
PID
0.0'-0.5': Concrete pavement 
0.5'-11.0':Gray coarse to fine SAND, little medium to fine Gravel, 
trace Silt 
Boring Complete at 15 Feet BGS
Nominal I.D. of Hole
The subsurface information shown hereon was obtained for the design and estimating purposes for our client.
Nominal I.D. of Barrel Sampler
It is made available to authorized users only that they may have access to the same information available
to our client.  It is presented in good faith, but it is not intended as a substitute for investigations, interpretations
or judgment of such authorized users.  Information on the logs should not be relied upon without the geotechnical
engineers recommendations contained in the report from which these logs were extracted.
          Pp: Pocket Penetrometer; DP: Direct Push
Approximate Change in Strata:  ____________   Inferred Change in Strata:    _ _ _ _ _ _ _ _ _ _ _ _ _
FIGURE 16
11.0'-15.0': Gray coarse to fine SAND, little medium to fine Gravel, 
trace Silt

Material 
Symbol
EL
(ft)
Sample Description
6± inches Concrete pavement 
Gray coarse to fine SAND, little Silt, trace fine Gravel 
Gray coarse to fine SAND, little Silt, trace fine Gravel 
Gray medium to fine SAND, little Silt, trace fine Gravel 
Gray coarse to fine SAND, little Silt, trace fine Gravel 
Gray medium to fine SAND, little Silt, trace fine Gravel 
Gray medium to fine SAND, little Silt, trace fine Gravel 
Gray coarse to fine SAND, little medium to fine Gravel, trace Silt 
Gray coarse to fine SAND, some medium to fine Gravel, little Silt 
Gray coarse to fine SAND, little Silt, little fine Gravel 
Gray coarse to fine SAND, little fine Gravel, little Silt 
Depth 
(ft)
Sample Data
Number
S-1
S-2
S-3
S-4
S-5
S-6
S-7
S-8
S-9
S-10
Type
Rec. (in)
Moisture
Dry
Dry
Dry
Dry
Moist
Moist
Dry
Dry
Dry
Dry
Blows/6-in
Core time/ft
12-9-7-8
(16)
7-5-5-6
(10)
5-6-5-6
(11)
7-6-4-7
(10)
10-7-8-10
(15)
10-8-7-9
(15)
9-12-10-10
(22)
18-24-20-20
(44)
7-13-13-15
(26)
16-21-20-23
(41)
Remarks
Soil sample tested with PID 
every 6-inches. PID 
readings of 0.0 ppm when 
not noted on log
3': 0.3 ppm
Environmental Sample 0.6-
inches 
GE-1 (5.0'-5.5') 
5': 2.4 ppm
Started drilling with mud
15.5': 0.1 ppm
(-200) = 8.0%, W.C. 15.3%
21': 4.7 ppm
22': 0.8 ppm
26': 2.0 ppm
31': 1.4 ppm
BOREHOLE NUMBER: GB-1
Sheet 1 of 2
PROJECT NAME
Proposed Mixed-Use Development
PROJECT NO.
DATE STARTED
06-17-2024
COMPLETED 06-17-2024
DRILLING CONTRACTOR
PG Environmental Services
SAMPLER
2-inch Split Spoon
EQUIPMENT
Geoprobe 7822DT
DRILLING FOREMAN
Angel
HELPER Elio and Gabrial
LOGGED BY
K. Holder
CHECKED BY N. Gomez
LATITUDE
41.193308
LONGITUDE -73.883525
PROJECT LOCATION 1-3 Croton Point, Ave, Croton-on-Hudson, New York
ELEVATION DATUM
Google Earth
GROUND ELEVATION 34.0±
DRILLING METHOD
Mud Rotary
SAMPLE HAMMER
Auto
AUGER INNER DIAMETER
OUTER DIAMETER
ROTARY BIT DIAMETER
3.25 in 
GROUNDWATER LEVELS:
CASING DIAMETER
CASING DEPTH
FINAL DEPTH
4.00 in 
14.0 ft
52.0± ft
AT TIME OF DRILLING
AT END OF DRILLING
24 HR AFTER DRILLING
35.00± ft
30.00± ft
Not Measured
Figure No. 2
N-Value (Blows/ft)

Material 
Symbol
EL
(ft)
-6
-11
-16
-21
-26
-31
-36
Sample Description
Gray medium to fine SAND, little Silt 
Gray fine SAND, little Silt 
Gray fine SAND, some Silt 
Gray fine SAND, some Silt 
BORING COMPLETED AT 52± FEET 
Depth 
(ft)
Sample Data
Number
S-11
S-12
S-13
S-14
Type
Rec. (in)
Moisture
Wet
Wet
Wet
Wet
Blows/6-in
Core time/ft
11-10-10-8
(20)
8-9-12-13
(21)
10-11-11-13
(22)
10-11-12-15
(23)
Remarks
46': 0.2 ppm
BOREHOLE NUMBER: GB-1
Sheet 2 of 2
PROJECT NAME
PROJECT NO.
Proposed Mixed-Use Development
PROJECT LOCATION 1-3 Croton Point, Ave, Croton-on-Hudson, New York
ELEVATION DATUM
Google Earth
GROUND ELEVATION 34.0 ft ±
Figure No. 2
N-Value (Blows/ft)

Material 
Symbol
EL
(ft)
Sample Description
6± inches Concrete pavement 
Gray medium to fine SAND, little Silt, trace fine Gravel 
Gray coarse to fine SAND, little coarse to fine Gravel, little Silt 
Gray coarse to fine SAND, little coarse to fine Gravel, little Silt 
Gray coarse to fine SAND, little coarse to fine Gravel, little Silt 
Gray coarse to fine SAND, little medium to fine Gravel, little Silt 
Gray coarse to fine SAND, some medium to fine Gravel, little Silt 
Gray coarse to fine SAND, some medium to fine Gravel, little Silt 
Gray coarse to fine SAND, little medium to fine Gravel, trace Silt 
Gray coarse to fine SAND, little Silt, little fine Gravel 
Gray coarse to fine SAND, little Silt, little fine Gravel 
Depth 
(ft)
Sample Data
Number
S-1
S-2
S-3
S-4
S-5
S-6
S-7
S-8
S-9
S-10
Type
Rec. (in)
Moisture
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Wet
Blows/6-in
Core time/ft
10-8-6-8
(14)
8-8-10-7
(18)
10-7-6-7
(13)
9-7-9-10
(16)
12-10-16-14
(26)
14-15-18-20
(33)
11-15-16-16
(31)
13-14-14-14
(28)
16-18-20-23
(38)
10-13-13-15
(26)
Remarks
Soil sample tested with PID 
every 6-inches. PID 
readings of 0.0 ppm when 
not noted on log.
Environmental Sample 
obtained 
GB-2(7.0'-7.5')
(-200) = 12.0%, W.C. = 
7.3%
Started drilling with mud
21': 2.4 ppm
(-200) = 13.2%, W.C. = 
6.2%
26': 3.1 ppm
Rig chatter at 27'-29'
BOREHOLE NUMBER: GB-2
Sheet 1 of 2
PROJECT NAME
Proposed Mixed-Use Development
PROJECT NO.
DATE STARTED
06-17-2024
COMPLETED 06-17-2024
DRILLING CONTRACTOR
PG Environmental Services
SAMPLER
2-inch Split Spoon
EQUIPMENT
Geoprobe 7822DT
DRILLING FOREMAN
Angel
HELPER Elio and Gabrial
LOGGED BY
K. Holder
CHECKED BY N. Gomez
LATITUDE
41.193042
LONGITUDE -73.883406
PROJECT LOCATION 1-3 Croton Point, Ave, Croton-on-Hudson, New York
ELEVATION DATUM
Google Earth
GROUND ELEVATION 34.0±
DRILLING METHOD
Mud Rotary
SAMPLE HAMMER
Auto
AUGER INNER DIAMETER
OUTER DIAMETER
ROTARY BIT DIAMETER
3.25 in 
GROUNDWATER LEVELS:
CASING DIAMETER
CASING DEPTH
FINAL DEPTH
4.00 in 
14.0 ft
52.0± ft
AT TIME OF DRILLING
AT END OF DRILLING
24 HR AFTER DRILLING
30.00± ft
33.00± ft
Not Measured
Figure No. 3
N-Value (Blows/ft)

Material 
Symbol
EL
(ft)
-6
-11
-16
-21
-26
-31
-36
Sample Description
Gray medium to fine SAND, little Silt, trace fine Gravel 
Gray medium to fine SAND, little Silt, trace fine Gravel 
Gray medium to fine SAND, little Silt, trace fine Gravel 
Gray medium to fine SAND, little Silt, trace fine Gravel 
BORING COMPLETED AT 52± FEET 
Depth 
(ft)
Sample Data
Number
S-11
S-12
S-13
S-14
Type
Rec. (in)
Moisture
Wet
Wet
Wet
Wet
Blows/6-in
Core time/ft
9-8-15-19
(23)
8-8-9-1
(17)
7-8-9-7
(17)
12-12-15-16
(27)
Remarks
36.5': 0.7 ppm
Rig chatter at 39'-39.5'
41': 2.2 ppm
Rig chatter at 48'-49'
50': 0.6 ppm
BOREHOLE NUMBER: GB-2
Sheet 2 of 2
PROJECT NAME
PROJECT NO.
Proposed Mixed-Use Development
PROJECT LOCATION 1-3 Croton Point, Ave, Croton-on-Hudson, New York
ELEVATION DATUM
Google Earth
GROUND ELEVATION 34.0 ft ±
Figure No. 3
N-Value (Blows/ft)

Material 
Symbol
EL
(ft)
Sample Description
6± inches Concrete pavement 
Gray coarse to fine SAND, some coarse to fine Gravel, trace Silt 
Gray coarse to fine SAND, little coarse to fine Gravel, trace Silt 
Gray coarse to fine SAND, little coarse to fine Gravel, trace Silt 
Gray medium to fine SAND, little Silt, trace fine Gravel 
Gray coarse to fine SAND, little Silt, trace fine Gravel 
Gray medium to fine SAND, little Silt, trace fine Gravel 
Gray medium to fine SAND, little Silt, little fine Gravel 
Gray coarse to fine SAND, little Silt, little fine Gravel 
Gray to orange-brown coarse to fine SAND, little coarse to fine
 Gravel, little Silt 
Gray coarse to fine SAND, little fine Gravel, trace Silt 
Depth 
(ft)
Sample Data
Number
S-1
S-2
S-3
S-4
S-5
S-6
S-7
S-8
S-9
S-10
Type
Rec. (in)
Moisture
Dry
Dry
Dry
Dry
Dry
Dry
Moist
Dry
Moist
Wet
Blows/6-in
Core time/ft
9-10-10-9
(20)
8-7-5-6
(12)
8-5-6-8
(11)
7-6-8-10
(14)
9-9-12-14
(21)
14-13-11-10
(24)
10-12-15-16
(27)
17-11-13-18
(24)
17-17-19-17
(36)
24-11-20-17
(31)
Remarks
Soil sample tested with PID 
every 6-inches. PID 
readings of 0.0 ppm when 
not noted on log.
Environmental Sample 
obtained
GB-3(10.0'-10.5')
Rig chatter at 12'
(-200) = 15.2%, W.C. = 
11.0%
21': 0.8 ppm
21.5': 0.3 ppm
22': 0.1 ppm
25': 14.0 ppm
25.5': 9.8 ppm
26': 4.2 ppm
26.5' = 3.6 ppm
27': 1.0 ppm
Mottling observed in sample
30': 2.8 ppm
30.5': 0.1 ppm
31': 1.6 ppm
31.5': 1.7 ppm
32': 0.6 ppm
Rig chatter at 32'-34'
BOREHOLE NUMBER: GB-3
Sheet 1 of 2
PROJECT NAME
Proposed Mixed-Use Development
PROJECT NO.
DATE STARTED
06-18-2024
COMPLETED 06-18-2024
DRILLING CONTRACTOR
PG Environmental Services
SAMPLER
2-inch Split Spoon
EQUIPMENT
Geoprobe 7822DT
DRILLING FOREMAN
Angel
HELPER Miguel
LOGGED BY
K. Holder
CHECKED BY N. Gomez
LATITUDE
41.192808
LONGITUDE -73.883281
PROJECT LOCATION 1-3 Croton Point, Ave, Croton-on-Hudson, New York
ELEVATION DATUM
Google Earth
GROUND ELEVATION 33.0±
DRILLING METHOD
Mud Rotary
SAMPLE HAMMER
Auto
AUGER INNER DIAMETER
OUTER DIAMETER
ROTARY BIT DIAMETER
3.25 in 
GROUNDWATER LEVELS:
CASING DIAMETER
CASING DEPTH
FINAL DEPTH
4.00 in 
14.0 ft
52.0± ft
AT TIME OF DRILLING
AT END OF DRILLING
24 HR AFTER DRILLING
35.00± ft
33.00± ft
Not Measured
Figure No. 4
N-Value (Blows/ft)

Material 
Symbol
EL
(ft)
-7
-12
-17
-22
-27
-32
-37
Sample Description
Gray medium to fine SAND, little Silt, trace fine Gravel 
Gray medium to fine SAND, trace Silt, trace fine Gravel 
Gray medium to fine SAND, little Silt, trace fine Gravel 
Gray medium to  fine SAND, little Silt, trace fine Gravel 
BORING COMPLETED AT 52± FEET 
Depth 
(ft)
Sample Data
Number
S-11
S-12
S-13
S-14
Type
Rec. (in)
Moisture
Wet
Wet
Wet
Wet
Blows/6-in
Core time/ft
7-9-16-19
(25)
12-11-9-10
(20)
10-9-14-15
(23)
8-10-14-13
(24)
Remarks
35.0': 3.5 ppm
35.5': 13.8 ppm
36.0': 4.5 ppm
36.5': 2.0 ppm
37.0': 0.3 ppm
40': 9.9 ppm
40.5': 10.1 ppm
41': 4.8 ppm
41.5': 3.0 ppm
42': 1.1 ppm
45': 2.2 ppm
45.5': 1.1 ppm
46': 0.9 ppm
46.5': 0.2 ppm
47': 0.0 ppm
50': 0.0
50.5': 0.3 ppm
51': 0.0
51.5': 0.0 ppm
52': 0.0 ppm
BOREHOLE NUMBER: GB-3
Sheet 2 of 2
PROJECT NAME
PROJECT NO.
Proposed Mixed-Use Development
PROJECT LOCATION 1-3 Croton Point, Ave, Croton-on-Hudson, New York
ELEVATION DATUM
Google Earth
GROUND ELEVATION 33.0 ft ±
Figure No. 4
N-Value (Blows/ft)

L2434398
Soils Engineering Services, Inc.
Not Specified
Client:
Project Name:
Project Number:
06/26/24
Eight Walkup Drive, Westborough, MA  01581-1019
Lab Number:
Report Date:
508-898-9220  (Fax) 508-898-9193  800-624-9220 - www.alphalab.com
959 Route 46E
Parsippany, NJ 07054
Jonathan Stuart
ATTN:
ANALYTICAL REPORT
(973) 808-9050
Phone:
The original project report/data package is held by Alpha Analytical. This report/data package is paginated and should be reproduced only in its
entirety. Alpha Analytical holds no responsibility for results and/or data that are not consistent with the original.
Certifications & Approvals: MA (M-MA086), NH NELAP (2064), CT (PH-0826), IL (200077), IN (C-MA-03), KY (KY98045), ME (MA00086), MD (348),
NJ (MA935), NY (11148), NC (25700/666), OR (MA-1316), PA (68-03671), RI (LAO00065), TX (T104704476), VT (VT-0935), VA (460195), USDA 
(Permit #525-23-122-91930A1).
Serial_No:06262414:49

L2434398-01
L2434398-02
L2434398-03
L2434398-04
L2434398-05
L2434398-06
L2434398-07
Alpha 
Sample ID
SB-11 (10.0-10.5)
GB-1 (5.0-5.5)
GB-2 (7.0-7.5)
GB-3 (10.0-10.5)
SB-1 (12.0-12.5)
SB-12 (5.5-6.0)
SB-2 (8.0-8.5)
Client ID
1-3 CROTON POINT AVENUE
1-3 CROTON POINT AVENUE
1-3 CROTON POINT AVENUE
1-3 CROTON POINT AVENUE
1-3 CROTON POINT AVENUE
1-3 CROTON POINT AVENUE
1-3 CROTON POINT AVENUE
Sample 
Location
Not Specified
Project Name:
Project Number:
Lab Number: 
Report Date:
L2434398
06/26/24
06/18/24 11:30
06/17/24 08:25
06/17/24 11:20
06/18/24 08:10
06/18/24 13:55
06/18/24 14:40
06/18/24 14:53
Collection 
Date/Time
Matrix
Receive Date
SOIL
SOIL
SOIL
SOIL
SOIL
SOIL
SOIL
06/18/24
06/18/24
06/18/24
06/18/24
06/18/24
06/18/24
06/18/24
Serial_No:06262414:49

Not Specified
Project Name:
Project Number:
Lab Number:
Report Date:
L2434398
06/26/24
Case Narrative
The samples were received in accordance with the Chain of Custody and no significant deviations were encountered during the preparation 
or analysis unless otherwise noted. Sample Receipt, Container Information, and the Chain of Custody are located at the back of the report.
Results contained within this report relate only to the samples submitted under this Alpha Lab Number and meet NELAP requirements for all
NELAP accredited parameters unless otherwise noted in the following narrative. The data presented in this report is organized by parameter
(i.e. VOC, SVOC, etc.). Sample specific Quality Control data (i.e. Surrogate Spike Recovery) is reported at the end of the target analyte list 
for each individual sample, followed by the Laboratory Batch Quality Control at the end of each parameter. Tentatively Identified 
Compounds (TICs), if requested, are reported for compounds identified to be present and are not part of the method/program Target 
Compound List, even if only a subset of the TCL are being reported. If a sample was re-analyzed or re-extracted due to a required quality 
control corrective action and if both sets of data are reported, the Laboratory ID of the re-analysis or re-extraction is designated with an "R" 
or "RE", respectively.
When multiple Batch Quality Control elements are reported (e.g. more than one LCS), the associated samples for each element are noted in
the grey shaded header line of each data table. Any Laboratory Batch, Sample Specific % recovery or RPD value that is outside the listed 
Acceptance Criteria is bolded in the report. In reference to questions H (CAM) or 4 (RCP) when "NO" is checked, the performance criteria 
for CAM and RCP methods allow for some quality control failures to occur and still be within method compliance.  In these instances, the 
specific failure is not narrated but noted in the associated QC Outlier Summary Report, located directly after the Case Narrative. QC 
information is also incorporated in the Data Usability Assessment table (Format 11) of our Data Merger tool, where it can be reviewed in 
conjunction with the sample result, associated regulatory criteria and any associated data usability implications.
Soil/sediments, solids and tissues are reported on a dry weight basis unless otherwise noted. Definitions of all data qualifiers and acronyms 
used in this report are provided in the Glossary located at the back of the report.
HOLD POLICY - For samples submitted on hold, Alpha's policy is to hold samples (with the exception of Air canisters) free of charge for 21 
calendar days from the date the project is completed. After 21 calendar days, we will dispose of all samples submitted including those put 
on hold unless you have contacted your Alpha Project Manager and made arrangements for Alpha to continue to hold the samples. Air 
canisters will be disposed after 3 business days from the date the project is completed.
Please contact Project Management at 800-624-9220 with any questions.
Serial_No:06262414:49

Case Narrative (continued)
Not Specified
Project Name:
Project Number:
Lab Number:
Report Date:
L2434398
06/26/24
Report Submission
All non-detect (ND) or estimated concentrations (J-qualified) have been quantitated to the limit noted in the 
MDL column.
Total Metals
L2434398-01 through -07: The sample has elevated detection limits for all elements, with the exception of 
mercury, due to the dilution required by the sample matrix.
    
    I, the undersigned, attest under the pains and penalties of perjury that, to the best of my knowledge and 
    belief and based upon my personal inquiry of those responsible for providing the information contained
    in this analytical report, such information is accurate and complete.  This certificate of analysis is not
    complete unless this page accompanies any and all pages of this report.
    
    Authorized Signature:    
    Title:  Technical Director/Representative                                                                          Date:  06/26/24                  
Serial_No:06262414:49

ORGANICS
Serial_No:06262414:49

VOLATILES
Serial_No:06262414:49

Methylene chloride
1,1-Dichloroethane
Chloroform
Carbon tetrachloride
1,2-Dichloropropane
Dibromochloromethane
1,1,2-Trichloroethane
Tetrachloroethene
Chlorobenzene
Trichlorofluoromethane
1,2-Dichloroethane
1,1,1-Trichloroethane
Bromodichloromethane
trans-1,3-Dichloropropene
cis-1,3-Dichloropropene
1,3-Dichloropropene, Total
1,1-Dichloropropene
Bromoform
1,1,2,2-Tetrachloroethane
Benzene
Toluene
Ethylbenzene
Chloromethane
Bromomethane
Vinyl chloride
Chloroethane
1,1-Dichloroethene
trans-1,2-Dichloroethene
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Volatile Organics by EPA 5035 Low - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
6.1
1.2
1.8
1.2
1.2
1.2
1.2
0.61
0.61
4.8
1.2
0.61
0.61
1.2
0.61
0.61
0.61
4.8
0.61
0.61
1.2
1.2
4.8
2.4
1.2
2.4
1.2
1.8
06/26/24
SB-11 (10.0-10.5)
Client ID:
06/18/24 11:30
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-01
Lab ID:
Field Prep:
Not Specified
Matrix:
Soil
Analytical Method:
Analytical Date:
Analyst:
1,8260D
06/21/24 13:21
JIC
 97%
Percent Solids: 
MDL
2.8
0.18
0.17
0.28
0.15
0.17
0.32
0.24
0.15
0.84
0.31
0.20
0.13
0.33
0.19
0.19
0.19
0.30
0.20
0.20
0.66
0.17
1.1
0.70
0.41
0.55
0.29
0.17
Sample Depth:
Serial_No:06262414:49

Trichloroethene
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Methyl tert butyl ether
p/m-Xylene
o-Xylene
Xylenes, Total
cis-1,2-Dichloroethene
1,2-Dichloroethene, Total
Dibromomethane
Styrene
Dichlorodifluoromethane
Acetone
Carbon disulfide
2-Butanone
Vinyl acetate
4-Methyl-2-pentanone
1,2,3-Trichloropropane
2-Hexanone
Bromochloromethane
2,2-Dichloropropane
1,2-Dibromoethane
1,3-Dichloropropane
1,1,1,2-Tetrachloroethane
Bromobenzene
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
o-Chlorotoluene
p-Chlorotoluene
1,2-Dibromo-3-chloropropane
Hexachlorobutadiene
Isopropylbenzene
p-Isopropyltoluene
Naphthalene
Acrylonitrile
Parameter
Result
J
J
J
J
Dilution Factor
ND
ND
ND
ND
ND
0.69
ND
0.69
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
0.56
ND
0.86
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Volatile Organics by EPA 5035 Low - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
0.61
2.4
2.4
2.4
2.4
2.4
1.2
1.2
1.2
1.2
2.4
1.2
2.4
2.4
2.4
1.2
2.4
0.61
2.4
1.2
1.2
2.4
2.4
2.4
3.6
4.8
1.2
1.2
4.8
4.8
06/26/24
SB-11 (10.0-10.5)
Client ID:
06/18/24 11:30
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-01
Lab ID:
Field Prep:
Not Specified
MDL
0.17
0.17
0.18
0.21
0.24
0.68
0.35
0.35
0.21
0.17
0.29
0.24
1.1
5.8
5.5
2.7
2.6
1.6
0.15
1.4
0.25
0.24
0.34
0.20
0.16
0.18
0.20
0.18
0.14
0.23
0.13
1.2
0.20
0.13
0.13
0.79
1.4
Sample Depth:
Serial_No:06262414:49

n-Propylbenzene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
1,4-Dioxane
p-Diethylbenzene
p-Ethyltoluene
1,2,4,5-Tetramethylbenzene
Ethyl ether
trans-1,4-Dichloro-2-butene
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Volatile Organics by EPA 5035 Low - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
1.2
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
6.1
1,2-Dichloroethane-d4
Toluene-d8
4-Bromofluorobenzene
Dibromofluoromethane
70-130
70-130
70-130
70-130
Acceptance 
Criteria
Surrogate 
% Recovery 
Qualifier
06/26/24
SB-11 (10.0-10.5)
Client ID:
06/18/24 11:30
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-01
Lab ID:
Field Prep:
Not Specified
No Tentatively Identified Compounds
ND
ug/kg
Tentatively Identified Compounds
MDL
0.21
0.39
0.33
0.23
0.40
42.
0.21
0.46
0.23
0.41
1.7
Sample Depth:
Serial_No:06262414:49

Methylene chloride
1,1-Dichloroethane
Chloroform
Carbon tetrachloride
1,2-Dichloropropane
Dibromochloromethane
1,1,2-Trichloroethane
Tetrachloroethene
Chlorobenzene
Trichlorofluoromethane
1,2-Dichloroethane
1,1,1-Trichloroethane
Bromodichloromethane
trans-1,3-Dichloropropene
cis-1,3-Dichloropropene
1,3-Dichloropropene, Total
1,1-Dichloropropene
Bromoform
1,1,2,2-Tetrachloroethane
Benzene
Toluene
Ethylbenzene
Chloromethane
Bromomethane
Vinyl chloride
Chloroethane
1,1-Dichloroethene
trans-1,2-Dichloroethene
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Volatile Organics by EPA 5035 Low - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
6.0
1.2
1.8
1.2
1.2
1.2
1.2
0.60
0.60
4.8
1.2
0.60
0.60
1.2
0.60
0.60
0.60
4.8
0.60
0.60
1.2
1.2
4.8
2.4
1.2
2.4
1.2
1.8
06/26/24
GB-1 (5.0-5.5)
Client ID:
06/17/24 08:25
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-02
Lab ID:
Field Prep:
Not Specified
Matrix:
Soil
Analytical Method:
Analytical Date:
Analyst:
1,8260D
06/21/24 13:47
JIC
 97%
Percent Solids: 
MDL
2.8
0.17
0.17
0.28
0.15
0.17
0.32
0.24
0.15
0.84
0.31
0.20
0.13
0.33
0.19
0.19
0.19
0.30
0.20
0.20
0.66
0.17
1.1
0.70
0.40
0.54
0.29
0.16
Sample Depth:
Serial_No:06262414:49

Trichloroethene
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Methyl tert butyl ether
p/m-Xylene
o-Xylene
Xylenes, Total
cis-1,2-Dichloroethene
1,2-Dichloroethene, Total
Dibromomethane
Styrene
Dichlorodifluoromethane
Acetone
Carbon disulfide
2-Butanone
Vinyl acetate
4-Methyl-2-pentanone
1,2,3-Trichloropropane
2-Hexanone
Bromochloromethane
2,2-Dichloropropane
1,2-Dibromoethane
1,3-Dichloropropane
1,1,1,2-Tetrachloroethane
Bromobenzene
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
o-Chlorotoluene
p-Chlorotoluene
1,2-Dibromo-3-chloropropane
Hexachlorobutadiene
Isopropylbenzene
p-Isopropyltoluene
Naphthalene
Acrylonitrile
Parameter
Result
J
J
J
Dilution Factor
ND
ND
ND
ND
ND
0.70
ND
0.70
ND
ND
ND
ND
ND
6.5
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Volatile Organics by EPA 5035 Low - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
0.60
2.4
2.4
2.4
2.4
2.4
1.2
1.2
1.2
1.2
2.4
1.2
2.4
2.4
2.4
1.2
2.4
0.60
2.4
1.2
1.2
2.4
2.4
2.4
3.6
4.8
1.2
1.2
4.8
4.8
06/26/24
GB-1 (5.0-5.5)
Client ID:
06/17/24 08:25
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-02
Lab ID:
Field Prep:
Not Specified
MDL
0.16
0.17
0.18
0.21
0.24
0.68
0.35
0.35
0.21
0.16
0.29
0.24
1.1
5.8
5.5
2.7
2.6
1.5
0.15
1.4
0.25
0.24
0.34
0.20
0.16
0.17
0.20
0.18
0.14
0.23
0.13
1.2
0.20
0.13
0.13
0.78
1.4
Sample Depth:
Serial_No:06262414:49

n-Propylbenzene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
1,4-Dioxane
p-Diethylbenzene
p-Ethyltoluene
1,2,4,5-Tetramethylbenzene
Ethyl ether
trans-1,4-Dichloro-2-butene
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Volatile Organics by EPA 5035 Low - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
1.2
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
6.0
1,2-Dichloroethane-d4
Toluene-d8
4-Bromofluorobenzene
Dibromofluoromethane
70-130
70-130
70-130
70-130
Acceptance 
Criteria
Surrogate 
% Recovery 
Qualifier
06/26/24
GB-1 (5.0-5.5)
Client ID:
06/17/24 08:25
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-02
Lab ID:
Field Prep:
Not Specified
No Tentatively Identified Compounds
ND
ug/kg
Tentatively Identified Compounds
MDL
0.21
0.39
0.33
0.23
0.40
42.
0.21
0.46
0.23
0.41
1.7
Sample Depth:
Serial_No:06262414:49

Methylene chloride
1,1-Dichloroethane
Chloroform
Carbon tetrachloride
1,2-Dichloropropane
Dibromochloromethane
1,1,2-Trichloroethane
Tetrachloroethene
Chlorobenzene
Trichlorofluoromethane
1,2-Dichloroethane
1,1,1-Trichloroethane
Bromodichloromethane
trans-1,3-Dichloropropene
cis-1,3-Dichloropropene
1,3-Dichloropropene, Total
1,1-Dichloropropene
Bromoform
1,1,2,2-Tetrachloroethane
Benzene
Toluene
Ethylbenzene
Chloromethane
Bromomethane
Vinyl chloride
Chloroethane
1,1-Dichloroethene
trans-1,2-Dichloroethene
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Volatile Organics by EPA 5035 Low - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
5.2
1.0
1.6
1.0
1.0
1.0
1.0
0.52
0.52
4.1
1.0
0.52
0.52
1.0
0.52
0.52
0.52
4.1
0.52
0.52
1.0
1.0
4.1
2.1
1.0
2.1
1.0
1.6
06/26/24
GB-2 (7.0-7.5)
Client ID:
06/17/24 11:20
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-03
Lab ID:
Field Prep:
Not Specified
Matrix:
Soil
Analytical Method:
Analytical Date:
Analyst:
1,8260D
06/21/24 14:13
JIC
 98%
Percent Solids: 
MDL
2.4
0.15
0.14
0.24
0.13
0.14
0.28
0.20
0.13
0.72
0.26
0.17
0.11
0.28
0.16
0.16
0.16
0.25
0.17
0.17
0.56
0.14
0.96
0.60
0.35
0.47
0.25
0.14
Sample Depth:
Serial_No:06262414:49

Trichloroethene
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Methyl tert butyl ether
p/m-Xylene
o-Xylene
Xylenes, Total
cis-1,2-Dichloroethene
1,2-Dichloroethene, Total
Dibromomethane
Styrene
Dichlorodifluoromethane
Acetone
Carbon disulfide
2-Butanone
Vinyl acetate
4-Methyl-2-pentanone
1,2,3-Trichloropropane
2-Hexanone
Bromochloromethane
2,2-Dichloropropane
1,2-Dibromoethane
1,3-Dichloropropane
1,1,1,2-Tetrachloroethane
Bromobenzene
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
o-Chlorotoluene
p-Chlorotoluene
1,2-Dibromo-3-chloropropane
Hexachlorobutadiene
Isopropylbenzene
p-Isopropyltoluene
Naphthalene
Acrylonitrile
Parameter
Result
J
J
J
J
Dilution Factor
ND
ND
ND
ND
ND
0.59
ND
0.59
ND
ND
ND
0.68
ND
7.2
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Volatile Organics by EPA 5035 Low - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
0.52
2.1
2.1
2.1
2.1
2.1
1.0
1.0
1.0
1.0
2.1
1.0
2.1
2.1
2.1
1.0
2.1
0.52
2.1
1.0
1.0
2.1
2.1
2.1
3.1
4.1
1.0
1.0
4.1
4.1
06/26/24
GB-2 (7.0-7.5)
Client ID:
06/17/24 11:20
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-03
Lab ID:
Field Prep:
Not Specified
MDL
0.14
0.15
0.15
0.18
0.21
0.58
0.30
0.30
0.18
0.14
0.25
0.20
0.94
5.0
4.7
2.3
2.2
1.3
0.13
1.2
0.21
0.21
0.29
0.17
0.14
0.15
0.17
0.15
0.12
0.20
0.11
1.0
0.17
0.11
0.11
0.67
1.2
Sample Depth:
Serial_No:06262414:49

n-Propylbenzene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
1,4-Dioxane
p-Diethylbenzene
p-Ethyltoluene
1,2,4,5-Tetramethylbenzene
Ethyl ether
trans-1,4-Dichloro-2-butene
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Volatile Organics by EPA 5035 Low - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
1.0
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
5.2
1,2-Dichloroethane-d4
Toluene-d8
4-Bromofluorobenzene
Dibromofluoromethane
70-130
70-130
70-130
70-130
Acceptance 
Criteria
Surrogate 
% Recovery 
Qualifier
06/26/24
GB-2 (7.0-7.5)
Client ID:
06/17/24 11:20
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-03
Lab ID:
Field Prep:
Not Specified
No Tentatively Identified Compounds
ND
ug/kg
Tentatively Identified Compounds
MDL
0.18
0.33
0.28
0.20
0.34
36.
0.18
0.40
0.20
0.35
1.5
Sample Depth:
Serial_No:06262414:49

Methylene chloride
1,1-Dichloroethane
Chloroform
Carbon tetrachloride
1,2-Dichloropropane
Dibromochloromethane
1,1,2-Trichloroethane
Tetrachloroethene
Chlorobenzene
Trichlorofluoromethane
1,2-Dichloroethane
1,1,1-Trichloroethane
Bromodichloromethane
trans-1,3-Dichloropropene
cis-1,3-Dichloropropene
1,3-Dichloropropene, Total
1,1-Dichloropropene
Bromoform
1,1,2,2-Tetrachloroethane
Benzene
Toluene
Ethylbenzene
Chloromethane
Bromomethane
Vinyl chloride
Chloroethane
1,1-Dichloroethene
trans-1,2-Dichloroethene
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Volatile Organics by EPA 5035 Low - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
5.3
1.0
1.6
1.0
1.0
1.0
1.0
0.53
0.53
4.2
1.0
0.53
0.53
1.0
0.53
0.53
0.53
4.2
0.53
0.53
1.0
1.0
4.2
2.1
1.0
2.1
1.0
1.6
06/26/24
GB-3 (10.0-10.5)
Client ID:
06/18/24 08:10
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-04
Lab ID:
Field Prep:
Not Specified
Matrix:
Soil
Analytical Method:
Analytical Date:
Analyst:
1,8260D
06/21/24 14:40
JIC
 98%
Percent Solids: 
MDL
2.4
0.15
0.15
0.24
0.13
0.15
0.28
0.21
0.13
0.73
0.27
0.18
0.11
0.29
0.17
0.17
0.17
0.26
0.17
0.17
0.57
0.15
0.98
0.61
0.35
0.48
0.25
0.14
Sample Depth:
Serial_No:06262414:49

Trichloroethene
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Methyl tert butyl ether
p/m-Xylene
o-Xylene
Xylenes, Total
cis-1,2-Dichloroethene
1,2-Dichloroethene, Total
Dibromomethane
Styrene
Dichlorodifluoromethane
Acetone
Carbon disulfide
2-Butanone
Vinyl acetate
4-Methyl-2-pentanone
1,2,3-Trichloropropane
2-Hexanone
Bromochloromethane
2,2-Dichloropropane
1,2-Dibromoethane
1,3-Dichloropropane
1,1,1,2-Tetrachloroethane
Bromobenzene
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
o-Chlorotoluene
p-Chlorotoluene
1,2-Dibromo-3-chloropropane
Hexachlorobutadiene
Isopropylbenzene
p-Isopropyltoluene
Naphthalene
Acrylonitrile
Parameter
Result
J
J
J
J
J
Dilution Factor
ND
ND
ND
ND
ND
0.89
0.83
1.7
ND
ND
ND
ND
ND
8.9
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
0.48
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Volatile Organics by EPA 5035 Low - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
0.53
2.1
2.1
2.1
2.1
2.1
1.0
1.0
1.0
1.0
2.1
1.0
2.1
2.1
2.1
1.0
2.1
0.53
2.1
1.0
1.0
2.1
2.1
2.1
3.2
4.2
1.0
1.0
4.2
4.2
06/26/24
GB-3 (10.0-10.5)
Client ID:
06/18/24 08:10
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-04
Lab ID:
Field Prep:
Not Specified
MDL
0.14
0.15
0.16
0.18
0.21
0.59
0.31
0.31
0.18
0.14
0.25
0.21
0.96
5.1
4.8
2.3
2.3
1.3
0.13
1.2
0.22
0.21
0.29
0.18
0.14
0.15
0.18
0.15
0.12
0.20
0.11
1.0
0.18
0.11
0.11
0.68
1.2
Sample Depth:
Serial_No:06262414:49

n-Propylbenzene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
1,4-Dioxane
p-Diethylbenzene
p-Ethyltoluene
1,2,4,5-Tetramethylbenzene
Ethyl ether
trans-1,4-Dichloro-2-butene
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Volatile Organics by EPA 5035 Low - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
1.0
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
5.3
1,2-Dichloroethane-d4
Toluene-d8
4-Bromofluorobenzene
Dibromofluoromethane
70-130
70-130
70-130
70-130
Acceptance 
Criteria
Surrogate 
% Recovery 
Qualifier
06/26/24
GB-3 (10.0-10.5)
Client ID:
06/18/24 08:10
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-04
Lab ID:
Field Prep:
Not Specified
No Tentatively Identified Compounds
ND
ug/kg
Tentatively Identified Compounds
MDL
0.18
0.34
0.29
0.20
0.35
37.
0.19
0.40
0.20
0.36
1.5
Sample Depth:
Serial_No:06262414:49

Methylene chloride
1,1-Dichloroethane
Chloroform
Carbon tetrachloride
1,2-Dichloropropane
Dibromochloromethane
1,1,2-Trichloroethane
Tetrachloroethene
Chlorobenzene
Trichlorofluoromethane
1,2-Dichloroethane
1,1,1-Trichloroethane
Bromodichloromethane
trans-1,3-Dichloropropene
cis-1,3-Dichloropropene
1,3-Dichloropropene, Total
1,1-Dichloropropene
Bromoform
1,1,2,2-Tetrachloroethane
Benzene
Toluene
Ethylbenzene
Chloromethane
Bromomethane
Vinyl chloride
Chloroethane
1,1-Dichloroethene
trans-1,2-Dichloroethene
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Volatile Organics by EPA 5035 Low - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
5.7
1.1
1.7
1.1
1.1
1.1
1.1
0.57
0.57
4.6
1.1
0.57
0.57
1.1
0.57
0.57
0.57
4.6
0.57
0.57
1.1
1.1
4.6
2.3
1.1
2.3
1.1
1.7
06/26/24
SB-1 (12.0-12.5)
Client ID:
06/18/24 13:55
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-05
Lab ID:
Field Prep:
Not Specified
Matrix:
Soil
Analytical Method:
Analytical Date:
Analyst:
1,8260D
06/21/24 15:06
JIC
 93%
Percent Solids: 
MDL
2.6
0.16
0.16
0.26
0.14
0.16
0.30
0.22
0.14
0.79
0.29
0.19
0.12
0.31
0.18
0.18
0.18
0.28
0.19
0.19
0.62
0.16
1.1
0.66
0.38
0.51
0.27
0.16
Sample Depth:
Serial_No:06262414:49

Trichloroethene
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Methyl tert butyl ether
p/m-Xylene
o-Xylene
Xylenes, Total
cis-1,2-Dichloroethene
1,2-Dichloroethene, Total
Dibromomethane
Styrene
Dichlorodifluoromethane
Acetone
Carbon disulfide
2-Butanone
Vinyl acetate
4-Methyl-2-pentanone
1,2,3-Trichloropropane
2-Hexanone
Bromochloromethane
2,2-Dichloropropane
1,2-Dibromoethane
1,3-Dichloropropane
1,1,1,2-Tetrachloroethane
Bromobenzene
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
o-Chlorotoluene
p-Chlorotoluene
1,2-Dibromo-3-chloropropane
Hexachlorobutadiene
Isopropylbenzene
p-Isopropyltoluene
Naphthalene
Acrylonitrile
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Volatile Organics by EPA 5035 Low - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
0.57
2.3
2.3
2.3
2.3
2.3
1.1
1.1
1.1
1.1
2.3
1.1
2.3
2.3
2.3
1.1
2.3
0.57
2.3
1.1
1.1
2.3
2.3
2.3
3.4
4.6
1.1
1.1
4.6
4.6
06/26/24
SB-1 (12.0-12.5)
Client ID:
06/18/24 13:55
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-05
Lab ID:
Field Prep:
Not Specified
MDL
0.16
0.16
0.17
0.19
0.23
0.64
0.33
0.33
0.20
0.16
0.27
0.22
1.0
5.5
5.2
2.5
2.4
1.4
0.14
1.3
0.23
0.23
0.32
0.19
0.15
0.16
0.19
0.17
0.13
0.22
0.12
1.1
0.19
0.12
0.12
0.74
1.3
Sample Depth:
Serial_No:06262414:49

n-Propylbenzene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
1,4-Dioxane
p-Diethylbenzene
p-Ethyltoluene
1,2,4,5-Tetramethylbenzene
Ethyl ether
trans-1,4-Dichloro-2-butene
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Volatile Organics by EPA 5035 Low - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
1.1
2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.3
5.7
1,2-Dichloroethane-d4
Toluene-d8
4-Bromofluorobenzene
Dibromofluoromethane
70-130
70-130
70-130
70-130
Acceptance 
Criteria
Surrogate 
% Recovery 
Qualifier
06/26/24
SB-1 (12.0-12.5)
Client ID:
06/18/24 13:55
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-05
Lab ID:
Field Prep:
Not Specified
No Tentatively Identified Compounds
ND
ug/kg
Tentatively Identified Compounds
MDL
0.19
0.37
0.31
0.22
0.38
40.
0.20
0.44
0.22
0.39
1.6
Sample Depth:
Serial_No:06262414:49

Methylene chloride
1,1-Dichloroethane
Chloroform
Carbon tetrachloride
1,2-Dichloropropane
Dibromochloromethane
1,1,2-Trichloroethane
Tetrachloroethene
Chlorobenzene
Trichlorofluoromethane
1,2-Dichloroethane
1,1,1-Trichloroethane
Bromodichloromethane
trans-1,3-Dichloropropene
cis-1,3-Dichloropropene
1,3-Dichloropropene, Total
1,1-Dichloropropene
Bromoform
1,1,2,2-Tetrachloroethane
Benzene
Toluene
Ethylbenzene
Chloromethane
Bromomethane
Vinyl chloride
Chloroethane
1,1-Dichloroethene
trans-1,2-Dichloroethene
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Volatile Organics by EPA 5035 Low - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
5.5
1.1
1.6
1.1
1.1
1.1
1.1
0.55
0.55
4.4
1.1
0.55
0.55
1.1
0.55
0.55
0.55
4.4
0.55
0.55
1.1
1.1
4.4
2.2
1.1
2.2
1.1
1.6
06/26/24
SB-12 (5.5-6.0)
Client ID:
06/18/24 14:40
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-06
Lab ID:
Field Prep:
Not Specified
Matrix:
Soil
Analytical Method:
Analytical Date:
Analyst:
1,8260D
06/21/24 15:32
JIC
 96%
Percent Solids: 
MDL
2.5
0.16
0.15
0.25
0.14
0.15
0.29
0.22
0.14
0.76
0.28
0.18
0.12
0.30
0.17
0.17
0.17
0.27
0.18
0.18
0.60
0.15
1.0
0.64
0.37
0.50
0.26
0.15
Sample Depth:
Serial_No:06262414:49

Trichloroethene
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Methyl tert butyl ether
p/m-Xylene
o-Xylene
Xylenes, Total
cis-1,2-Dichloroethene
1,2-Dichloroethene, Total
Dibromomethane
Styrene
Dichlorodifluoromethane
Acetone
Carbon disulfide
2-Butanone
Vinyl acetate
4-Methyl-2-pentanone
1,2,3-Trichloropropane
2-Hexanone
Bromochloromethane
2,2-Dichloropropane
1,2-Dibromoethane
1,3-Dichloropropane
1,1,1,2-Tetrachloroethane
Bromobenzene
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
o-Chlorotoluene
p-Chlorotoluene
1,2-Dibromo-3-chloropropane
Hexachlorobutadiene
Isopropylbenzene
p-Isopropyltoluene
Naphthalene
Acrylonitrile
Parameter
Result
J
J
J
J
Dilution Factor
ND
ND
ND
ND
ND
0.79
0.77
1.6
ND
ND
ND
ND
ND
7.2
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Volatile Organics by EPA 5035 Low - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
0.55
2.2
2.2
2.2
2.2
2.2
1.1
1.1
1.1
1.1
2.2
1.1
2.2
2.2
2.2
1.1
2.2
0.55
2.2
1.1
1.1
2.2
2.2
2.2
3.3
4.4
1.1
1.1
4.4
4.4
06/26/24
SB-12 (5.5-6.0)
Client ID:
06/18/24 14:40
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-06
Lab ID:
Field Prep:
Not Specified
MDL
0.15
0.16
0.16
0.19
0.22
0.61
0.32
0.32
0.19
0.15
0.26
0.22
1.0
5.3
5.0
2.4
2.4
1.4
0.14
1.3
0.22
0.22
0.31
0.18
0.14
0.16
0.18
0.16
0.13
0.21
0.12
1.1
0.18
0.12
0.12
0.71
1.3
Sample Depth:
Serial_No:06262414:49

n-Propylbenzene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
1,4-Dioxane
p-Diethylbenzene
p-Ethyltoluene
1,2,4,5-Tetramethylbenzene
Ethyl ether
trans-1,4-Dichloro-2-butene
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Volatile Organics by EPA 5035 Low - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
1.1
2.2
2.2
2.2
2.2
2.2
2.2
2.2
2.2
5.5
1,2-Dichloroethane-d4
Toluene-d8
4-Bromofluorobenzene
Dibromofluoromethane
70-130
70-130
70-130
70-130
Acceptance 
Criteria
Surrogate 
% Recovery 
Qualifier
06/26/24
SB-12 (5.5-6.0)
Client ID:
06/18/24 14:40
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-06
Lab ID:
Field Prep:
Not Specified
No Tentatively Identified Compounds
ND
ug/kg
Tentatively Identified Compounds
MDL
0.19
0.35
0.30
0.21
0.37
38.
0.19
0.42
0.21
0.37
1.6
Sample Depth:
Serial_No:06262414:49

Methylene chloride
1,1-Dichloroethane
Chloroform
Carbon tetrachloride
1,2-Dichloropropane
Dibromochloromethane
1,1,2-Trichloroethane
Tetrachloroethene
Chlorobenzene
Trichlorofluoromethane
1,2-Dichloroethane
1,1,1-Trichloroethane
Bromodichloromethane
trans-1,3-Dichloropropene
cis-1,3-Dichloropropene
1,3-Dichloropropene, Total
1,1-Dichloropropene
Bromoform
1,1,2,2-Tetrachloroethane
Benzene
Toluene
Ethylbenzene
Chloromethane
Bromomethane
Vinyl chloride
Chloroethane
1,1-Dichloroethene
trans-1,2-Dichloroethene
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Volatile Organics by EPA 5035 Low - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
6.2
1.2
1.9
1.2
1.2
1.2
1.2
0.62
0.62
5.0
1.2
0.62
0.62
1.2
0.62
0.62
0.62
5.0
0.62
0.62
1.2
1.2
5.0
2.5
1.2
2.5
1.2
1.9
06/26/24
SB-2 (8.0-8.5)
Client ID:
06/18/24 14:53
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-07
Lab ID:
Field Prep:
Not Specified
Matrix:
Soil
Analytical Method:
Analytical Date:
Analyst:
1,8260D
06/21/24 15:58
JIC
 93%
Percent Solids: 
MDL
2.9
0.18
0.18
0.29
0.16
0.18
0.33
0.24
0.16
0.87
0.32
0.21
0.14
0.34
0.20
0.20
0.20
0.31
0.21
0.21
0.68
0.18
1.2
0.73
0.42
0.56
0.30
0.17
Sample Depth:
Serial_No:06262414:49

Trichloroethene
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Methyl tert butyl ether
p/m-Xylene
o-Xylene
Xylenes, Total
cis-1,2-Dichloroethene
1,2-Dichloroethene, Total
Dibromomethane
Styrene
Dichlorodifluoromethane
Acetone
Carbon disulfide
2-Butanone
Vinyl acetate
4-Methyl-2-pentanone
1,2,3-Trichloropropane
2-Hexanone
Bromochloromethane
2,2-Dichloropropane
1,2-Dibromoethane
1,3-Dichloropropane
1,1,1,2-Tetrachloroethane
Bromobenzene
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
o-Chlorotoluene
p-Chlorotoluene
1,2-Dibromo-3-chloropropane
Hexachlorobutadiene
Isopropylbenzene
p-Isopropyltoluene
Naphthalene
Acrylonitrile
Parameter
Result
J
J
Dilution Factor
ND
ND
ND
ND
ND
0.73
ND
0.73
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Volatile Organics by EPA 5035 Low - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
0.62
2.5
2.5
2.5
2.5
2.5
1.2
1.2
1.2
1.2
2.5
1.2
2.5
2.5
2.5
1.2
2.5
0.62
2.5
1.2
1.2
2.5
2.5
2.5
3.8
5.0
1.2
1.2
5.0
5.0
06/26/24
SB-2 (8.0-8.5)
Client ID:
06/18/24 14:53
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-07
Lab ID:
Field Prep:
Not Specified
MDL
0.17
0.18
0.18
0.21
0.25
0.70
0.36
0.36
0.22
0.17
0.30
0.24
1.1
6.0
5.7
2.8
2.7
1.6
0.16
1.5
0.26
0.25
0.35
0.21
0.16
0.18
0.21
0.18
0.15
0.24
0.14
1.2
0.21
0.14
0.14
0.81
1.4
Sample Depth:
Serial_No:06262414:49

n-Propylbenzene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
1,4-Dioxane
p-Diethylbenzene
p-Ethyltoluene
1,2,4,5-Tetramethylbenzene
Ethyl ether
trans-1,4-Dichloro-2-butene
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Volatile Organics by EPA 5035 Low - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
1.2
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
6.2
1,2-Dichloroethane-d4
Toluene-d8
4-Bromofluorobenzene
Dibromofluoromethane
70-130
70-130
70-130
70-130
Acceptance 
Criteria
Surrogate 
% Recovery 
Qualifier
06/26/24
SB-2 (8.0-8.5)
Client ID:
06/18/24 14:53
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-07
Lab ID:
Field Prep:
Not Specified
No Tentatively Identified Compounds
ND
ug/kg
Tentatively Identified Compounds
MDL
0.21
0.40
0.34
0.24
0.42
44.
0.22
0.48
0.24
0.43
1.8
Sample Depth:
Serial_No:06262414:49

Method Blank Analysis
Batch Quality Control
Project Name: 
Project Number: 
Lab Number: 
Report Date: 
Not Specified
L2434398
06/21/24 10:43
1,8260D
Analytical Method:
Analytical Date:
06/26/24
Analyst:
LAC
Methylene chloride
1,1-Dichloroethane
Chloroform
Carbon tetrachloride
1,2-Dichloropropane
Dibromochloromethane
1,1,2-Trichloroethane
Tetrachloroethene
Chlorobenzene
Trichlorofluoromethane
1,2-Dichloroethane
1,1,1-Trichloroethane
Bromodichloromethane
trans-1,3-Dichloropropene
cis-1,3-Dichloropropene
1,3-Dichloropropene, Total
1,1-Dichloropropene
Bromoform
1,1,2,2-Tetrachloroethane
Benzene
Toluene
Ethylbenzene
Chloromethane
Bromomethane
Vinyl chloride
Chloroethane
1,1-Dichloroethene
trans-1,2-Dichloroethene
Trichloroethene
Parameter
Result
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
RL
5.0
1.0
1.5
1.0
1.0
1.0
1.0
0.50
0.50
4.0
1.0
0.50
0.50
1.0
0.50
0.50
0.50
4.0
0.50
0.50
1.0
1.0
4.0
2.0
1.0
2.0
1.0
1.5
0.50
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Units
Qualifier
Volatile Organics by EPA 5035 Low - Westborough Lab for sample(s):   01-07    Batch:   WG1938593-5  
MDL
2.3
0.14
0.14
0.23
0.12
0.14
0.27
0.20
0.13
0.70
0.26
0.17
0.11
0.27
0.16
0.16
0.16
0.25
0.17
0.17
0.54
0.14
0.93
0.58
0.34
0.45
0.24
0.14
0.14
Serial_No:06262414:49

Method Blank Analysis
Batch Quality Control
Project Name: 
Project Number: 
Lab Number: 
Report Date: 
Not Specified
L2434398
06/21/24 10:43
1,8260D
Analytical Method:
Analytical Date:
06/26/24
Analyst:
LAC
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Methyl tert butyl ether
p/m-Xylene
o-Xylene
Xylenes, Total
cis-1,2-Dichloroethene
1,2-Dichloroethene, Total
Dibromomethane
Styrene
Dichlorodifluoromethane
Acetone
Carbon disulfide
2-Butanone
Vinyl acetate
4-Methyl-2-pentanone
1,2,3-Trichloropropane
2-Hexanone
Bromochloromethane
2,2-Dichloropropane
1,2-Dibromoethane
1,3-Dichloropropane
1,1,1,2-Tetrachloroethane
Bromobenzene
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
o-Chlorotoluene
Parameter
Result
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
RL
2.0
2.0
2.0
2.0
2.0
1.0
1.0
1.0
1.0
2.0
1.0
2.0
2.0
2.0
1.0
2.0
0.50
2.0
1.0
1.0
2.0
2.0
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Units
Qualifier
Volatile Organics by EPA 5035 Low - Westborough Lab for sample(s):   01-07    Batch:   WG1938593-5  
MDL
0.14
0.15
0.17
0.20
0.56
0.29
0.29
0.18
0.14
0.24
0.20
0.92
4.8
4.6
2.2
2.2
1.3
0.13
1.2
0.20
0.20
0.28
0.17
0.13
0.14
0.17
0.15
0.12
0.19
Serial_No:06262414:49

Method Blank Analysis
Batch Quality Control
Project Name: 
Project Number: 
Lab Number: 
Report Date: 
Not Specified
L2434398
06/21/24 10:43
1,8260D
Analytical Method:
Analytical Date:
06/26/24
Analyst:
LAC
p-Chlorotoluene
1,2-Dibromo-3-chloropropane
Hexachlorobutadiene
Isopropylbenzene
p-Isopropyltoluene
Naphthalene
Acrylonitrile
n-Propylbenzene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
1,4-Dioxane
p-Diethylbenzene
p-Ethyltoluene
1,2,4,5-Tetramethylbenzene
Ethyl ether
trans-1,4-Dichloro-2-butene
Parameter
Result
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
RL
2.0
3.0
4.0
1.0
1.0
4.0
4.0
1.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
5.0
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Units
Qualifier
Volatile Organics by EPA 5035 Low - Westborough Lab for sample(s):   01-07    Batch:   WG1938593-5  
No Tentatively Identified Compounds
ND
ug/kg
Tentatively Identified Compounds
MDL
0.11
1.0
0.17
0.11
0.11
0.65
1.2
0.17
0.32
0.27
0.19
0.33
35.
0.18
0.38
0.19
0.34
1.4
Serial_No:06262414:49

Method Blank Analysis
Batch Quality Control
Project Name: 
Project Number: 
Lab Number: 
Report Date: 
Not Specified
L2434398
06/21/24 10:43
1,8260D
Analytical Method:
Analytical Date:
06/26/24
Analyst:
LAC
Parameter
Result
RL
Units
Qualifier
Volatile Organics by EPA 5035 Low - Westborough Lab for sample(s):   01-07    Batch:   WG1938593-5  
1,2-Dichloroethane-d4
Toluene-d8
4-Bromofluorobenzene
Dibromofluoromethane
70-130
70-130
70-130
70-130
Surrogate
%Recovery
Qualifier
Acceptance
Criteria
MDL
Serial_No:06262414:49

Methylene chloride
1,1-Dichloroethane
Chloroform
Carbon tetrachloride
1,2-Dichloropropane
Dibromochloromethane
1,1,2-Trichloroethane
Tetrachloroethene
Chlorobenzene
Trichlorofluoromethane
1,2-Dichloroethane
1,1,1-Trichloroethane
Bromodichloromethane
trans-1,3-Dichloropropene
cis-1,3-Dichloropropene
1,1-Dichloropropene
Bromoform
1,1,2,2-Tetrachloroethane
Benzene
Toluene
Ethylbenzene
Chloromethane
Bromomethane
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-139
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
52-130
57-147
Parameter
LCS
%Recovery
LCSD
%Recovery
%Recovery
Limits
RPD
RPD
 Limits
Volatile Organics by EPA 5035 Low - Westborough Lab  Associated sample(s):   01-07    Batch:   WG1938593-3   WG1938593-4    
Lab Control Sample Analysis
Batch Quality Control
Project Name: 
Project Number: 
Lab Number: 
Report Date: 
Not Specified
L2434398
06/26/24
Qual
Qual
Qual
Serial_No:06262414:49

Vinyl chloride
Chloroethane
1,1-Dichloroethene
trans-1,2-Dichloroethene
Trichloroethene
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Methyl tert butyl ether
p/m-Xylene
o-Xylene
cis-1,2-Dichloroethene
Dibromomethane
Styrene
Dichlorodifluoromethane
Acetone
Carbon disulfide
2-Butanone
Vinyl acetate
4-Methyl-2-pentanone
1,2,3-Trichloropropane
2-Hexanone
Bromochloromethane
67-130
50-151
65-135
70-130
70-130
70-130
70-130
70-130
66-130
70-130
70-130
70-130
70-130
70-130
30-146
54-140
59-130
70-130
70-130
70-130
68-130
70-130
70-130
Parameter
LCS
%Recovery
LCSD
%Recovery
%Recovery
Limits
RPD
RPD
 Limits
Volatile Organics by EPA 5035 Low - Westborough Lab  Associated sample(s):   01-07    Batch:   WG1938593-3   WG1938593-4    
Lab Control Sample Analysis
Batch Quality Control
Project Name: 
Project Number: 
Lab Number: 
Report Date: 
Not Specified
L2434398
06/26/24
Qual
Qual
Qual
Serial_No:06262414:49

2,2-Dichloropropane
1,2-Dibromoethane
1,3-Dichloropropane
1,1,1,2-Tetrachloroethane
Bromobenzene
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
o-Chlorotoluene
p-Chlorotoluene
1,2-Dibromo-3-chloropropane
Hexachlorobutadiene
Isopropylbenzene
p-Isopropyltoluene
Naphthalene
Acrylonitrile
n-Propylbenzene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,3,5-Trimethylbenzene
1,2,4-Trimethylbenzene
1,4-Dioxane
p-Diethylbenzene
70-130
70-130
69-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
68-130
67-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
70-130
65-136
70-130
Parameter
LCS
%Recovery
LCSD
%Recovery
%Recovery
Limits
RPD
RPD
 Limits
Volatile Organics by EPA 5035 Low - Westborough Lab  Associated sample(s):   01-07    Batch:   WG1938593-3   WG1938593-4    
Lab Control Sample Analysis
Batch Quality Control
Project Name: 
Project Number: 
Lab Number: 
Report Date: 
Not Specified
L2434398
06/26/24
Qual
Qual
Qual
Serial_No:06262414:49

p-Ethyltoluene
1,2,4,5-Tetramethylbenzene
Ethyl ether
trans-1,4-Dichloro-2-butene
70-130
70-130
67-130
70-130
Parameter
LCS
%Recovery
LCSD
%Recovery
%Recovery
Limits
RPD
RPD
 Limits
Volatile Organics by EPA 5035 Low - Westborough Lab  Associated sample(s):   01-07    Batch:   WG1938593-3   WG1938593-4    
Lab Control Sample Analysis
Batch Quality Control
Project Name: 
Project Number: 
Lab Number: 
Report Date: 
Not Specified
L2434398
1,2-Dichloroethane-d4
Toluene-d8
4-Bromofluorobenzene
Dibromofluoromethane
70-130
70-130
70-130
70-130
Surrogate
Qual
%Recovery
Qual
%Recovery
LCS
LCSD
06/26/24
Acceptance
Criteria
Qual
Qual
Qual
Serial_No:06262414:49

SEMIVOLATILES
Serial_No:06262414:49

Acenaphthene
1,2,4-Trichlorobenzene
Hexachlorobenzene
Bis(2-chloroethyl)ether
2-Chloronaphthalene
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
3,3'-Dichlorobenzidine
2,4-Dinitrotoluene
2,6-Dinitrotoluene
Fluoranthene
4-Chlorophenyl phenyl ether
4-Bromophenyl phenyl ether
Bis(2-chloroisopropyl)ether
Bis(2-chloroethoxy)methane
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
NDPA/DPA
n-Nitrosodi-n-propylamine
Bis(2-ethylhexyl)phthalate
Butyl benzyl phthalate
Di-n-butylphthalate
Di-n-octylphthalate
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Semivolatile Organics by GC/MS - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
06/26/24
SB-11 (10.0-10.5)
Client ID:
06/18/24 11:30
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-01
Lab ID:
Field Prep:
Not Specified
Matrix:
Soil
Extraction Method:
Analytical Method:
Analytical Date:
Analyst:
1,8270E
06/24/24 18:03
ALS
EPA 3546
Extraction Date:
06/23/24 05:07
 97%
Percent Solids: 
MDL
18.
19.
19.
23.
17.
30.
29.
30.
45.
34.
29.
19.
18.
26.
29.
17.
25.
27.
22.
21.
25.
19.
26.
59.
43.
32.
58.
Sample Depth:
Serial_No:06262414:49

Diethyl phthalate
Dimethyl phthalate
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Acenaphthylene
Anthracene
Benzo(ghi)perylene
Fluorene
Phenanthrene
Dibenzo(a,h)anthracene
Indeno(1,2,3-cd)pyrene
Pyrene
Biphenyl
4-Chloroaniline
2-Nitroaniline
3-Nitroaniline
4-Nitroaniline
Dibenzofuran
2-Methylnaphthalene
1,2,4,5-Tetrachlorobenzene
Acetophenone
2,4,6-Trichlorophenol
p-Chloro-m-cresol
2-Chlorophenol
2,4-Dichlorophenol
2,4-Dimethylphenol
2-Nitrophenol
4-Nitrophenol
2,4-Dinitrophenol
4,6-Dinitro-o-cresol
Pentachlorophenol
Phenol
2-Methylphenol
3-Methylphenol/4-Methylphenol
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Semivolatile Organics by GC/MS - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
06/26/24
SB-11 (10.0-10.5)
Client ID:
06/18/24 11:30
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-01
Lab ID:
Field Prep:
Not Specified
MDL
16.
36.
19.
41.
28.
27.
18.
26.
33.
20.
16.
21.
20.
24.
17.
22.
31.
33.
32.
70.
16.
20.
18.
21.
32.
25.
20.
27.
56.
64.
69.
79.
81.
37.
26.
26.
26.
Sample Depth:
Serial_No:06262414:49

2,4,5-Trichlorophenol
Benzoic Acid
Benzyl Alcohol
Carbazole
1,4-Dioxane
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Semivolatile Organics by GC/MS - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
2-Fluorophenol
Phenol-d6
Nitrobenzene-d5
2-Fluorobiphenyl
2,4,6-Tribromophenol
4-Terphenyl-d14
25-120
10-120
23-120
30-120
10-136
18-120
Acceptance 
Criteria
Surrogate 
% Recovery 
Qualifier
06/26/24
SB-11 (10.0-10.5)
Client ID:
06/18/24 11:30
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-01
Lab ID:
Field Prep:
Not Specified
No Tentatively Identified Compounds
ND
ug/kg
Tentatively Identified Compounds
MDL
32.
52.
16.
7.8
Sample Depth:
Serial_No:06262414:49

Acenaphthene
1,2,4-Trichlorobenzene
Hexachlorobenzene
Bis(2-chloroethyl)ether
2-Chloronaphthalene
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
3,3'-Dichlorobenzidine
2,4-Dinitrotoluene
2,6-Dinitrotoluene
Fluoranthene
4-Chlorophenyl phenyl ether
4-Bromophenyl phenyl ether
Bis(2-chloroisopropyl)ether
Bis(2-chloroethoxy)methane
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
NDPA/DPA
n-Nitrosodi-n-propylamine
Bis(2-ethylhexyl)phthalate
Butyl benzyl phthalate
Di-n-butylphthalate
Di-n-octylphthalate
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Semivolatile Organics by GC/MS - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
06/26/24
GB-1 (5.0-5.5)
Client ID:
06/17/24 08:25
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-02
Lab ID:
Field Prep:
Not Specified
Matrix:
Soil
Extraction Method:
Analytical Method:
Analytical Date:
Analyst:
1,8270E
06/24/24 18:21
ALS
EPA 3546
Extraction Date:
06/23/24 05:07
 97%
Percent Solids: 
MDL
18.
19.
19.
23.
17.
30.
29.
30.
45.
34.
29.
20.
18.
26.
29.
17.
25.
28.
22.
21.
25.
19.
26.
59.
43.
32.
58.
Sample Depth:
Serial_No:06262414:49

Diethyl phthalate
Dimethyl phthalate
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Acenaphthylene
Anthracene
Benzo(ghi)perylene
Fluorene
Phenanthrene
Dibenzo(a,h)anthracene
Indeno(1,2,3-cd)pyrene
Pyrene
Biphenyl
4-Chloroaniline
2-Nitroaniline
3-Nitroaniline
4-Nitroaniline
Dibenzofuran
2-Methylnaphthalene
1,2,4,5-Tetrachlorobenzene
Acetophenone
2,4,6-Trichlorophenol
p-Chloro-m-cresol
2-Chlorophenol
2,4-Dichlorophenol
2,4-Dimethylphenol
2-Nitrophenol
4-Nitrophenol
2,4-Dinitrophenol
4,6-Dinitro-o-cresol
Pentachlorophenol
Phenol
2-Methylphenol
3-Methylphenol/4-Methylphenol
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Semivolatile Organics by GC/MS - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
06/26/24
GB-1 (5.0-5.5)
Client ID:
06/17/24 08:25
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-02
Lab ID:
Field Prep:
Not Specified
MDL
16.
36.
19.
42.
29.
27.
18.
26.
33.
20.
16.
21.
20.
24.
17.
22.
31.
33.
32.
70.
16.
20.
18.
21.
32.
25.
20.
27.
56.
64.
69.
79.
82.
37.
26.
26.
27.
Sample Depth:
Serial_No:06262414:49

2,4,5-Trichlorophenol
Benzoic Acid
Benzyl Alcohol
Carbazole
1,4-Dioxane
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Semivolatile Organics by GC/MS - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
2-Fluorophenol
Phenol-d6
Nitrobenzene-d5
2-Fluorobiphenyl
2,4,6-Tribromophenol
4-Terphenyl-d14
25-120
10-120
23-120
30-120
10-136
18-120
Acceptance 
Criteria
Surrogate 
% Recovery 
Qualifier
06/26/24
GB-1 (5.0-5.5)
Client ID:
06/17/24 08:25
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-02
Lab ID:
Field Prep:
Not Specified
No Tentatively Identified Compounds
ND
ug/kg
Tentatively Identified Compounds
MDL
33.
52.
16.
7.8
Sample Depth:
Serial_No:06262414:49

Acenaphthene
1,2,4-Trichlorobenzene
Hexachlorobenzene
Bis(2-chloroethyl)ether
2-Chloronaphthalene
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
3,3'-Dichlorobenzidine
2,4-Dinitrotoluene
2,6-Dinitrotoluene
Fluoranthene
4-Chlorophenyl phenyl ether
4-Bromophenyl phenyl ether
Bis(2-chloroisopropyl)ether
Bis(2-chloroethoxy)methane
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
NDPA/DPA
n-Nitrosodi-n-propylamine
Bis(2-ethylhexyl)phthalate
Butyl benzyl phthalate
Di-n-butylphthalate
Di-n-octylphthalate
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Semivolatile Organics by GC/MS - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
06/26/24
GB-2 (7.0-7.5)
Client ID:
06/17/24 11:20
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-03
Lab ID:
Field Prep:
Not Specified
Matrix:
Soil
Extraction Method:
Analytical Method:
Analytical Date:
Analyst:
1,8270E
06/24/24 18:39
ALS
EPA 3546
Extraction Date:
06/23/24 05:07
 98%
Percent Solids: 
MDL
18.
19.
19.
23.
17.
30.
29.
30.
45.
34.
29.
19.
18.
26.
29.
17.
25.
27.
22.
20.
25.
19.
26.
58.
42.
32.
57.
Sample Depth:
Serial_No:06262414:49

Diethyl phthalate
Dimethyl phthalate
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Acenaphthylene
Anthracene
Benzo(ghi)perylene
Fluorene
Phenanthrene
Dibenzo(a,h)anthracene
Indeno(1,2,3-cd)pyrene
Pyrene
Biphenyl
4-Chloroaniline
2-Nitroaniline
3-Nitroaniline
4-Nitroaniline
Dibenzofuran
2-Methylnaphthalene
1,2,4,5-Tetrachlorobenzene
Acetophenone
2,4,6-Trichlorophenol
p-Chloro-m-cresol
2-Chlorophenol
2,4-Dichlorophenol
2,4-Dimethylphenol
2-Nitrophenol
4-Nitrophenol
2,4-Dinitrophenol
4,6-Dinitro-o-cresol
Pentachlorophenol
Phenol
2-Methylphenol
3-Methylphenol/4-Methylphenol
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Semivolatile Organics by GC/MS - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
06/26/24
GB-2 (7.0-7.5)
Client ID:
06/17/24 11:20
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-03
Lab ID:
Field Prep:
Not Specified
MDL
16.
35.
19.
41.
28.
27.
18.
26.
33.
20.
16.
20.
20.
24.
17.
22.
31.
32.
32.
70.
16.
20.
18.
21.
32.
25.
20.
27.
56.
64.
69.
79.
81.
37.
26.
26.
26.
Sample Depth:
Serial_No:06262414:49

2,4,5-Trichlorophenol
Benzoic Acid
Benzyl Alcohol
Carbazole
1,4-Dioxane
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Semivolatile Organics by GC/MS - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
2-Fluorophenol
Phenol-d6
Nitrobenzene-d5
2-Fluorobiphenyl
2,4,6-Tribromophenol
4-Terphenyl-d14
25-120
10-120
23-120
30-120
10-136
18-120
Acceptance 
Criteria
Surrogate 
% Recovery 
Qualifier
06/26/24
GB-2 (7.0-7.5)
Client ID:
06/17/24 11:20
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-03
Lab ID:
Field Prep:
Not Specified
No Tentatively Identified Compounds
ND
ug/kg
Tentatively Identified Compounds
MDL
32.
52.
16.
7.8
Sample Depth:
Serial_No:06262414:49

Acenaphthene
1,2,4-Trichlorobenzene
Hexachlorobenzene
Bis(2-chloroethyl)ether
2-Chloronaphthalene
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
3,3'-Dichlorobenzidine
2,4-Dinitrotoluene
2,6-Dinitrotoluene
Fluoranthene
4-Chlorophenyl phenyl ether
4-Bromophenyl phenyl ether
Bis(2-chloroisopropyl)ether
Bis(2-chloroethoxy)methane
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
NDPA/DPA
n-Nitrosodi-n-propylamine
Bis(2-ethylhexyl)phthalate
Butyl benzyl phthalate
Di-n-butylphthalate
Di-n-octylphthalate
Parameter
Result
J
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Semivolatile Organics by GC/MS - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
06/26/24
GB-3 (10.0-10.5)
Client ID:
06/18/24 08:10
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-04
Lab ID:
Field Prep:
Not Specified
Matrix:
Soil
Extraction Method:
Analytical Method:
Analytical Date:
Analyst:
1,8270E
06/24/24 18:56
ALS
EPA 3546
Extraction Date:
06/23/24 05:07
 98%
Percent Solids: 
MDL
17.
19.
19.
22.
16.
30.
28.
29.
44.
33.
28.
19.
18.
25.
28.
17.
24.
27.
22.
20.
25.
19.
26.
58.
42.
32.
56.
Sample Depth:
Serial_No:06262414:49

Diethyl phthalate
Dimethyl phthalate
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Acenaphthylene
Anthracene
Benzo(ghi)perylene
Fluorene
Phenanthrene
Dibenzo(a,h)anthracene
Indeno(1,2,3-cd)pyrene
Pyrene
Biphenyl
4-Chloroaniline
2-Nitroaniline
3-Nitroaniline
4-Nitroaniline
Dibenzofuran
2-Methylnaphthalene
1,2,4,5-Tetrachlorobenzene
Acetophenone
2,4,6-Trichlorophenol
p-Chloro-m-cresol
2-Chlorophenol
2,4-Dichlorophenol
2,4-Dimethylphenol
2-Nitrophenol
4-Nitrophenol
2,4-Dinitrophenol
4,6-Dinitro-o-cresol
Pentachlorophenol
Phenol
2-Methylphenol
3-Methylphenol/4-Methylphenol
Parameter
Result
J
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Semivolatile Organics by GC/MS - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
06/26/24
GB-3 (10.0-10.5)
Client ID:
06/18/24 08:10
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-04
Lab ID:
Field Prep:
Not Specified
MDL
15.
35.
19.
40.
28.
26.
17.
26.
32.
20.
16.
20.
19.
23.
16.
22.
30.
32.
31.
69.
16.
20.
17.
20.
32.
25.
20.
27.
55.
62.
68.
77.
80.
36.
25.
26.
26.
Sample Depth:
Serial_No:06262414:49

2,4,5-Trichlorophenol
Benzoic Acid
Benzyl Alcohol
Carbazole
1,4-Dioxane
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Semivolatile Organics by GC/MS - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
2-Fluorophenol
Phenol-d6
Nitrobenzene-d5
2-Fluorobiphenyl
2,4,6-Tribromophenol
4-Terphenyl-d14
25-120
10-120
23-120
30-120
10-136
18-120
Acceptance 
Criteria
Surrogate 
% Recovery 
Qualifier
06/26/24
GB-3 (10.0-10.5)
Client ID:
06/18/24 08:10
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-04
Lab ID:
Field Prep:
Not Specified
Total TIC Compounds
Unknown Amine
Unknown Organic Acid
Unknown
Unknown Organic Acid
Unknown Organic Acid
J
J
J
J
J
J
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Tentatively Identified Compounds
MDL
32.
51.
16.
7.6
Sample Depth:
Serial_No:06262414:49

Acenaphthene
1,2,4-Trichlorobenzene
Hexachlorobenzene
Bis(2-chloroethyl)ether
2-Chloronaphthalene
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
3,3'-Dichlorobenzidine
2,4-Dinitrotoluene
2,6-Dinitrotoluene
Fluoranthene
4-Chlorophenyl phenyl ether
4-Bromophenyl phenyl ether
Bis(2-chloroisopropyl)ether
Bis(2-chloroethoxy)methane
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
NDPA/DPA
n-Nitrosodi-n-propylamine
Bis(2-ethylhexyl)phthalate
Butyl benzyl phthalate
Di-n-butylphthalate
Di-n-octylphthalate
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Semivolatile Organics by GC/MS - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
06/26/24
SB-1 (12.0-12.5)
Client ID:
06/18/24 13:55
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-05
Lab ID:
Field Prep:
Not Specified
Matrix:
Soil
Extraction Method:
Analytical Method:
Analytical Date:
Analyst:
1,8270E
06/24/24 19:14
ALS
EPA 3546
Extraction Date:
06/23/24 05:07
 93%
Percent Solids: 
MDL
18.
20.
20.
24.
18.
32.
30.
31.
47.
35.
30.
20.
19.
27.
30.
18.
26.
28.
23.
21.
26.
20.
27.
61.
44.
33.
60.
Sample Depth:
Serial_No:06262414:49

Diethyl phthalate
Dimethyl phthalate
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Acenaphthylene
Anthracene
Benzo(ghi)perylene
Fluorene
Phenanthrene
Dibenzo(a,h)anthracene
Indeno(1,2,3-cd)pyrene
Pyrene
Biphenyl
4-Chloroaniline
2-Nitroaniline
3-Nitroaniline
4-Nitroaniline
Dibenzofuran
2-Methylnaphthalene
1,2,4,5-Tetrachlorobenzene
Acetophenone
2,4,6-Trichlorophenol
p-Chloro-m-cresol
2-Chlorophenol
2,4-Dichlorophenol
2,4-Dimethylphenol
2-Nitrophenol
4-Nitrophenol
2,4-Dinitrophenol
4,6-Dinitro-o-cresol
Pentachlorophenol
Phenol
2-Methylphenol
3-Methylphenol/4-Methylphenol
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Semivolatile Organics by GC/MS - Westborough Lab
SAMPLE RESULTS
Project Name:
Project Number:
Lab Number:
Report Date:
Not Specified
L2434398
06/26/24
SB-1 (12.0-12.5)
Client ID:
06/18/24 13:55
Date Collected:
06/18/24
Date Received:
1-3 CROTON POINT AVENUE
Sample Location:
L2434398-05
Lab ID:
Field Prep:
Not Specified
MDL
16.
37.
20.
43.
30.
28.
18.
27.
34.
21.
17.
21.
20.
24.
18.
23.
32.
34.
33.
73.
17.
21.
18.
22.
33.
26.
21.
28.
58.
66.
72.
82.
85.
39.
27.
27.
28.
Sample Depth:
Serial_No:06262414:49

2,4,5-Trichlorophenol
Benzoic Acid
Benzyl Alcohol
Carbazole
1,4-Dioxane
Parameter
Result
Dilution Factor
ND
ND
ND
ND
ND
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
Qualifier
Units
RL
Semivolatile Organics by GC/MS - Westborough Lab
SAMPLE RESULTS
Project Name:
Project 

[...truncated...]
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