21032_Radiator Specialty Tract E_Sword Property Ph I LSA_2009.02.02

Phase I LSA Report
Sword Property
(Former Spartan Express)
2016 Wilkinson Boulevard
(Former 1600 West Independence Boulevard)
Charlotte, North Carolina

H&H Job No. BTP-001

February 2, 2009

2923 South Tryon Street
Suite 100
Charlotte, NC 28203
704-586-0007

3334 Hillsborough Street
Raleigh, NC 27607
919-847-4241

S:\AAA-Master Projects\Bryant Park - BTP\Spartan Express\LSA\DecLSA.doc Hart & Hickman, PC
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Table of Contents

Section Page No.
1.0 Executive Summary and Recommendations ........................................................................1
2.0 Introduction and Site History ................................................................................................4
3.0 Receptor Information and Risk Characterization ...............................................................8
3.1 Receptor Information .............................................................................................................8
3.1.1 Water Supply Wells ........................................................................................................8
3.1.2 Surface Water ..................................................................................................................8
3.1.3 Subsurface Structures ......................................................................................................8
3.1.4 Property Owners and Land Use ......................................................................................8
3.1.5 Wellhead Protection Areas ..............................................................................................9
4.0 Geology and Hydrogeology ..................................................................................................10
4.1 Regional Geology and Hydrogeology .................................................................................10
4.2 Site Hydrogeology ...............................................................................................................11
5.0 Field Activities and Sampling Results .................................................................................12
5.1 Soil Sampling Results ..........................................................................................................14
5.2 Ground Water Sampling Results .........................................................................................14

List of Tables

Table 1 Summary of Soil Sampling Results
Table 2 Summary of Ground Water Sampling Results
Table 3 Summary of Adjacent Property Owners

List of Figures

Figure 1 Site Location Map
Figure 2 Site Map
Figure 3 Monitoring Well and Soil Sample Location Map
Figure 4 Receptor Survey Map

S:\AAA-Master Projects\Bryant Park - BTP\Spartan Express\LSA\DecLSA.doc Hart & Hickman, PC
ii

List of Appendices

Appendix A Historical Ground Water Data Summary
Appendix B Risk Classification and Land Use Form
Appendix C Water Supply Well Information Forms
Appendix D Well Construction/Abandonment Records and Boring Logs
Appendix E Chain-of-Custody Record and Analytical Data Sheets

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Sample ID TMW-1 MW-2 MW-8R
(1)
Sample Date 11/5/2008 12/2/2005 12/2/2005 1/4/2006 3/7/2008 11/5/2008 12/2/2005 3/7/2008
Units (µg/l) (µg/l) (µg/l) (µg/l) (µg/l) (µg/l) (µg/l) (µg/l) (µg/l) (µg/l)
MADEP
VPH C5-C8 Aliphatics 450 540 1,900 NA NA 14,000 16,000 NA 420 NS
VPH C9-C12 Aliphatics <50 <100 <1,000 NA NA 3,200 <2,000 NA NS NS
EPH C9-C18 Aliphatics <100 NA NA NA NA NA NA NA NS NS
Total C9-C18 Aliphatics BDL <100 <1,000 NA NA 3,200 <2,000 NA 4,200 NS
EPH C19-C36 Aliphatics <100 NA NA NA NA NA NA NA 42,000 NS
VPH C9-C10 Aromatics 210 650 1,800 NA NA 6,000 7,600 NA NS NS
EPH C11-C22 Aromatics <100 NA NA NA NA NA NA NA NS NS
Total C9-C22 Aromatics 210 650 1,800 NA NA 6,000 7,600 NA 210 NS
VOCs (6210D/6200B)
Benzene 0.50 36 5,900 11,000 2,100 2,100 3,100 1,600 1 5,000
Toluene 0.97 22 5,500 19,000 1,900 1,600 25,000 14,000 1,000 257,500
Ethylbenzene <0.50 17 330 1,300 610 640 2,700 3,000 550 29,000
Xylenes, Total 0.71 45 4,500 9,400 9,200 1,770 16,900 14,100 530 87,500
n-Propylbenzene 6.1 1.5 23 43 220 99 280 300 70 30,000
1,3,5-Trimethylbenzene <0.50 15 190 230 440 160 560 810 350 25,000
1,2,4-Trimethylbenzene <0.50 38 740 910 1,300 530 2,900 2,600 350 28,500
sec-Butylbenzene 1.1 0.89 6.6 3.4 <20 6.3 12 <50 70 8,500
n-Butylbenzene 2.4 0.96 <0.50 <0.50 50 21 16 <100 70 6,900
tert-Butylbenzene 0.62 <0.50 <0.50 <0.50 <20 <5.0 <0.50 <50 70 15,000
Naphthalene <2.0 5.1 420 460 330 170 770 670 21 15,500
Isopropylbenzene 3.4 <0.50 50 37 79 38 86 <50 70 25,000
p-Isopropyltoluene <0.50 4.7 13 12 <20 5.7 32 <50 NS NS
Methyl tert-butyl ether (MTBE) 0.67 <0.50 220 660 23 12 <0.50 <50 200 200,000
Isopropylether (IPE) 6.6 <0.50 240 740 31 58 <0.50 <50 70 70,000
1,2-Dibromoethane (EDB) <0.50 <0.50 4.1 20 <20 <0.020 <0.50 <50 0.0004 50
SVOCs (625)BDL NA NA NA NA NA NA NA Varies Varies
Metals (6010B)
Lead, Total <5.0 <5.0 <5.0 NA NA <5.0 <5.0 NA 15 15,000
Chromium <5.0 NA NA NA NA NA NA NA 50 50,000
Notes:
EPA Method number follows parameter in parenthesis.
Only compounds detected in at least one sample shown.
Bold indicates exceeds standard.
Styrene detected at a concentration of 8.3 µg/l on November 5, 2008, which is below its ground water standard of 100 µg/l.
Table 2
Summary of Ground Water Analytical Results
2016 Wilkinson Boulevard
Charlotte, North Carolina
Sword Property (Former Spartan Express)
2L Standard = NCAC 2L ground water quality standard, as revised on 2/1/06; LSA = Limited Site Assessment; MADEP = Massachusetts Department of Environmental Protection; VPH
= Volatile Petroleum Hydrocarbon; EPH = Extractable Petroleum Hydrocarbon; VOCs = volatile organic compounds; SVOCs = Semi-volatile organic compounds; GCL = gross
contamination level; NA = Not Analyzed/Not Applicable; NS = No Standard; BDL = Below Detection Limits.
H&H Job No. BTP- 001
GW
Standard GCLMW-5R MW-10
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SITESITE
TITLE
PROJECT
SITE LOCATION MAP
FORMER SPARTAN EXPRESS
2016 WILKINSON BLVD.
CHARLOTTE, NORTH CAROLINA
0 2000 4000
APPROXIMATE
SCALE IN FEET
N
U.S.G.S. QUADRANGLE MAP
CHARLOTTE EAST, NC
1967
DATE:
JOB NO:
REVISION NO:
FIGURE NO:
12-11-08 0
1BTP-001
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)
REVISED/INSPECTED 1988

Hart & Hickman, PC
Appendix A

Historical Ground Water Data Summary

Hart & Hickman, PC
Appendix B

Risk Classification and Land Use Form

Hart & Hickman, PC
Appendix C

Water Supply Well Information Survey Forms

Hart & Hickman, PC
Appendix D

Well Construction/Abandonment Records and Boring Logs

Hart & Hickman, PC
Appendix E

Chain-of-Custody and Analytical Data Sheets