MO-7091_27786_G_C_20230207_Request For NFA

Civil-Geotechnical-Surveying
February 10, 2023
Dr. Ronald Taraban, Ph.D.
Environmental Program Supervisor II
Department of Environmental Quality
610 East Center Avenue
Suite 301
Mooresville, North Carolina 28115
Re: Request For No Further Action
Former Reed Street Grocery (Lippard Site)
9 Reed Street
Concord, Cabarrus County, North Carolina 28025
NC DEQ Incident Number 27786
CESI Project No.: 220881.000
Dear Dr. Taraban:
Concord Engineering and Surveying, Inc. (CESI) is assisting a potential purchaser with due
diligence tasks of former Reed Street Grocery located at 9 Reed Street, Concord, North Carolina.
The property appears on the North Carolina Department of Environmental Quality (DEQ) Leaking
Underground Storage Tank (LUST) database with incident number 27786. The attached letter
from DEQ dated February 1, 2018, cancelled the Notice of Residual Petroleum issued for the
LUST incident. While the DEQ letter implies No Further Action is required for the incident, for
the comfort of our client, CESI requests a DEQ letter clearly stating No Further Action required.
The current owner of the property is:
Mr. Patrick Reilly
Shelby Company LTD LLC
8601 Six Forks Road
Suite 250
Raleigh, NC 27615
The remaining portions of this letter and attachments provide background data should you need it
for your review.
Reed Street Grocery was formerly located at 9 Reed Street and was identified on the LUST
database. This facility discovered a release of petroleum products from two fuel oil Underground
Storage Tanks (USTs) during their closure by removal in 2004. Confirmatory soil sample analyses
from finished excavations at the time of tank closure documented concentrations of petroleum
products in soil greater than the residential use Maximum Soil Contaminant Concentrations
(MSCCs) established by the DEQ. Analysis of a groundwater sample collected from the site in
45 Spring Street, SW P.O. Box 268 Concord, NC 28026-0268 704-786-5404
www.cesicgs.com License NumberC-0263

9 Reed Street
Concord, North Carolina
February 10, 2023
Page 2
2005 did not report parameters at concentrations greater than the Groundwater Quality Standards
(GWQS) established by the DEQ. In March 2006, a Notice of Residual Petroleum (NRP) was
filed for the LUST incident. In response, the DEQ issued a Notice Further Action (NFA) with
Land Use Restrictions prohibiting the use of groundwater and restricting development to industrial
use. Additional assessment activities were conducted in 2018 consisting of re -sampling soil from
the former tank pit. Analyses of soil samples from the resampling event did not detect petroleum
parameters at concentrations greater than the sample detection limit. On February 1, 2018, the
DEQ cancelled the NRP.
CESI appreciates your assistance on this project. Should you have any questions, please do not
hesitate to contact me at [phone].
Sincerely,
'6-, '- C-,L-
Steven E. Irminger, P.E.
Senior Engineer

NP
Waste Managemen t
ENVIRONMENTAL QUALITY
February 1, 2018
Attention: Wayne Nixon
Cabarrus County Register of Deeds
65 Church Street S
Concord, NC 28025
ROY COOPER
Covernor
MICHAEL S. REGAN
Secretary
MICHAELSCOTT
Director
Re: Cancellation of Notice of Residual Petroleum
in accordance with NCGS 14313-279.11(g).
The Grantor is Joseph W. Lippard Family
Limited Partnership
The Notice of Residual Petroleum is recorded in
Book 6635, Pages 83- 86 on real property at 9
Reed Street, in Cabarrus County, NC
Dear Mr. Nixon:
On January 31, 2018, the North Carolina Department of Environment Quality (NC DEQ)
received a report on behalf of Joseph W. Lippard Family Partnership, LLC requesting that NC DEQ
cancel a Notice of Residual Petroleum (Notice) that was previously recorded in Book 6635, Pages 83-86
on land owned by Joseph W. Lippard Family Partnership, LLC at the time of the recordation and located
at the subject address.
I have been delegated the authority by the Secretary of NC DEQ to cancel the referenced Notice,
as the requirements of North Carolina General Statute (NCGS) 14313-279.11(g) have been met. The NC
DEQ hereby states that the residual petroleum in the soil, as previously described in the referenced
Notice, has been remediated to unrestricted use standards. Based on this statement, I request that the
referenced Notice be cancelled of record. Please record this statement in the deed books and index it on
the grantor index in the names of the owners of the real property as shown in the Notice and on the
grantee index in the name "Secretary of Environment Quality." If practical, please also sign and make a
marginal entry on the referenced Notice showing the date of cancellation and the book and page where
the Secretary's statement is recorded.
ce&Ln,
rely, �n Ph.lbl�
Regional Supervisor
Mooresville Regional Office
UST Section, Division of Waste Management, NCDEQ
State of North Carolina I Environmental Quality I Waste Management
Mooresville Regional Office 1 610 East Center Avenue, Suite 301 1 Mooresville, NC 28115
7046631699

Waste Management
ENVIRONMENTAL QUALITY
February 1,2018
Joseph W. Lippard Family Limited Partnership, LLC
405 Wildwood Dunes Trail
Myrtle Beach, SC 29572
Attention: Ms. Martha Ann Morgan
Dear Ms. Morgan:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
MICHAELSCOTT
Director
Re: Cancellation of Notice of Residual Petroleum
in accordance with NCGS 14313-279.1 l(g)
Reed Street Grocery (former)
9 Reed Street
Cabarrus County
Incident Number: 27786
A notarized Request for Cancellation of Notice of Residual Petroleum (Request) is attached. In
order to cancel wholly or partially the Notice of Residual Petroleum previously recorded on your real
property at the subject address, you must take the attached notarized Request to the Cabarrus County
Register of Deeds for recordation.
1 ceerrelly,, �
d H, aPaf bA
Regional Supervisor
Mooresville Regional Office
UST Section, Division of Waste Management, NCDEQ
Attachment: Cancellation of Notice of Residual Petroleum (Original mailed to Greg Icenhour)
cc: Greg Icenhour —Mid-Atlantic Associates, Inc., 1125 E. Morehead St., Ste. 104, Charlotte, NC 28204
4- 1 T/w v ^ Awt l
State of North Carolina I Environmental Quality I Waste Management
Mooresville Regional Office 1 610 East Center Avenue. Suite 301 1 Mooresville, NC 28115
7046631699

pp oved for the pur�osesof q .C.G.S. 143B-279.11
.��.
(signature of Regional supervisor)
Ronald H. Taraban, Ph.D.
Regional Supervisor
Mooresville Regional Office
UST Section
Division of Waste Management
Department of Environment and Natural Resources
NORTHI CIAROOLINAII
$�1 COUNTY
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she signed the foregoing document:
Ronald H. Taraban, Ph.D. (full printed name of Regional Supervisor)
(Official Seal)
AAA
ian R. Black
.tary Public
Notary0000
My commission expires:
July 12, 2019
Revised July 14, 2014

CABARRUS COUNTY, NC
12/6/2022 9:10:33 AM
SHELBY COMPANY LTD LLC Return/Appeal Notes: Parcel: 5630 09 2510 0000
9 REED ST NE CONCORD NC 28025 PLAT: 00000/00000
122515 ID NO: 12 025 0152.00 0000
CONCORD CITY TAX (100), COUNTY TAX (100) CARD NO. 1 of 1
Reval Year: 2020 Tax Year: 2022 CORNER REED ST/CABARRUS AVE 1.0000 AC SRC= Inspection
Appraised by SS on 01/01/2008 50000 DOWNTOWN CONCORD TW-12 CI-02 FR-00 EX- AT- LAST ACTION 20200117
CONSTRUCTION DETAIL
MARKET VALUE
DEPRECIATION
CORRELATION OF VALUE
TOTAL POINT VALUE I
I Eff.
BASE
BUILDING ADJUSTMENTSUSEMOD
Area
QUAL
RATE
RCNEYBAYB
CREDENCE TO
TOTAL ADJUSTMENT
101
00
1
1
1
1
1 1
1 % GOOD
DEPR. BUILDING VALUE - CARD 0
FACTOR
TYPE: COMMERCIAL -RETAIL
DEPR. OB/XF VALUE - CARD 0
TOTAL QUALITY INDEX
MARKET LAND VALUE - CARD 155,640
STYLE:
TOTAL MARKET VALUE - CARD 155,640
TOTAL APPRAISED VALUE - CARD 155,640
TOTAL APPRAISED VALUE - PARCEL 155,640
TOTAL PRESENT USE VALUE - PARCEL 0
TOTAL VALUE DEFERRED - PARCEL 0
TOTAL TAXABLE VALUE - PARCEL $ 155,640
PRIOR
BUILDING VALUE 0
OBXF VALUE 0
LAND VALUE 95,010
PRESENT USE VALUE 0
DEFERRED VALUE 0
TOTAL VALUE 95,010
PERMIT
CODE I DATE NOTE I NUMBER AMOUNT
ROUT: WTRSHD:
SALES DATA
OFF.
RECORD
DATE
DEED
INDICATE SALES
BOOK
PAGE
MO
R
TYPE
/U
/I
PRICE
12963
0153
4
12018
GW
Q
V
149000
12886
0320
2
2018
MG
E
V
0
3381
0064
8
12001
GW
E
I
0
HEATED AREA
NOTES
PMT 49071 2/04 DEMOL
SUBAREA UNIT ORIG % SIZE ANN DEP % OB/XF DEPR.
GS RPL CODE QUALITY DESCRIPTION COUNTLTH WTH UNITS PRICE COND BLDG# FACT AYBEYB RATE OVRCOND VALUE
I
TYPE AREA % CS TOTAL OB/XF VALUE 0
FIREPLACE
SUBAREA
TOTALS
BUILDING DIMENSIONS
LAND INFORMATION
OTHER
ADJUSTMENTS AND
LAND
TOTAL
HIGHEST AND
USE
LOCAL
FRON
DEPTH
LND
COND
NOTES
ROAD
UNIT
LAND
UNT
TOTAL
ADJUSTED
LAND
OVERRIDE
LAND
BEST USE
CODE
ZONING
TAGE
DEPTH
/ SIZE
MOD
FACT
RF AC LC TO OT
TYPE
PRICE
UNITS
TYP
ADJST
UNIT PRICE
VALUE
VALUE
NOTES
COMMERCIAL
0700
B-1
148
212
1.0000
0
0.8000+00
+00 +00 -20 +00
PS
5.00
35439.000
SF
0.800
4.00
141756
0
COMMERCIAL
0700
I-1
108
93
1.0000
6
0.5700
-03 +00 +00 -20 -20
PS
3.00
8121.000
SF
0.570
1.71
13887
0
SZE
TOTAL MARKET LAND DATA
1 155,640
TOTAL PRESENT USE DATA

Cabarrus County, NC - Basic Search
Basic Search Real Estate Search Tax Bill Search
View Property Record for this Parcel View Tax Bill Information
Parcel #: 56300925100000 Tax Year: 2022 Account #: 122515
Owner Information
I Tax Codes
SHELBY COMPANY LTD LLC
C ADVLTAX - COUNTY TAX
8601 SIX FORKS RD STE 250
CI02ADVLTAX - CONCORD CITY TAX
RALEIGH, NC 27615
Property Information
Township
Land (Units/Type): 1.0000 AC
Concord
Address: 9 NE REED ST
Deed Information
Local Zoning
Date: 04/2018 Book: 12963 Page: 0153
B-1
Plat Book: 00000 Page: 00000
Legal Description
TMP Number
CORNER REED ST/CABARRUS AVE
12025 0152.000000
Property Values
Building:
0
OBXF:
0
Land:
155,640
Market:
155,640
Assessed:
155,640
Deferred:
0
Sales Information
No. Book Page Month Year Instrument Qual/UnQual Improved Price
1 128860320 02 2018MG Unqualified Vacant 0
2 3381 0064 08 2001GW Unqualified Improved 0
3 129630153 04 2018GW Qualified Vacant 149,000
View Property Record for this Parcel View Tax Bill Information
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1.7.95.269

R"ECEIVED
NOV 0 12004
KC DEPT. Of WAWW147
kMRC0,V1LL1E11M'1 ALCFFiCt
UST CLOSURE REPORT
FORMER REED STREET GROCERY STORE (LIPPARD SITE)
9 REED STREET
CONCORD, CABARRUS CO., NORTH CAROLINA 28025
FACILITY ID # (N.A.)
' NCDENR INCIDENT # (N.A.) �� 7
Prepared For
Mr. Joseph Lippard
24197 N. C. Highway 73
Albemarle, North Carolina 28001
- and -
North Carolina Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Prepared 8y:
Nightingale Geologic Consultants, P.C.
1412-B East Boulevard, #111
Charlotte, North Carolina 28203
704-643-9700
- and -
Alpha Environmental Management, Inc.
[ALPHA
P.O. Box 1760
Albemarle, North Carolina 28002-1760
704-983-2302
October 2004

�7
INTRODUCTION
The site is the former Reed Street Grocery Store. According to the property owner, both
underground storage tanks (LISTS) were used to store fuel oil to heat the building.
Mr. Joseph Lippard is currently part owner of the property, and did not operate or own the
grocery store when it was in operation. He and the other owners received the property in
trust.
UST Closure Report, Former Lippard Grocery Store Site, Concord, NC
NGC, P.C. / Alpha Environmental Mgt., Inc. Page 1

INote: This report is presented in the December 12, 2000 UST-12 Closure Report Format.
A. General Information
1. Facility Information
'
Facility name: Former Grocrery Store Site (Lippard Site)
Facility ID #: N.A.
Facility address, telephone number, and county:
9 Reed Street
Concord, Cabarrus County, NC 28025
phone: no current telephone
Latitude / Longitude of site: 340 24' 85.9" / 80° 34' 59.8" (through GPS)
'
Date of Report: October 1, 2004
UST owner name, address, telephone number:
Mr. Joseph Lippard
'
24197 N. C. Highway 73
Albemarle, NC 28001
phone: [phone]
'
UST operator name, address, telephone number:
Grocery Store (name unknown)
9 Reed Street
'
Concord, Cabarrus County, NC 28025
phone: no current telephone
2. Contacts
Name, address, telephone number, and job title of primary contact person
Mr. Joseph Lippard, Property Owner
'
24197 N. C. Highway 73
Albemarle, NC 28001
phone: [phone]
'
Name, address, and telephone number of closure contractor.
Herlocker Grading / Mr. Wess Herlocker
31946 Old Herlocker Road
Albemarle, NC 28001
704-982-3499
'
Name, address, and telephone number of primary consultant.
Nightingale Geologic Consultants, P.C.
1412-B East Boulevard, # 111
Charlotte, NC 28203
'
phone: [phone]
Attn. Elliot J. Nightingale, L.G.
UST Closure Report, Former Lippard Grocery Store Site, Concord, NC
' NGC, P.C. / Alpha Environmental Mgt., Inc. Page 2

Name, address, and telephone number, and State certification number of laboratory.
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
704-875-9092
NC Certification Number: 12
3. UST Information
Two underground storage tanks (USTs) were closed by removal on March 24,
2004. The USTs were of steel construction. UST#1 measured 5 ft., 4 in. x 3 ft. and
had a capacity of approximately 270 gallons. UST#2 measured 6 ft., 6 in. x 4 ft.
and had a total capacity of approximately 400 gallons.
The USTs were located in two separate basins.
4. Site Characteristics
Describe any past releases at this site.
Unknown.
Is the facility active or inactive at this time? If the facility is inactive, note the last
time the USTs were in operation.
The facility is inactive. It is not known when the USTs were last
in operation. The grocery store building was demolished at
some time between 2001 and 2003.
Describe surrounding property use (for example, residential, commercial, farming,
etc.).
The property is located in downtown Concord and the
surrounding property use is mainly residential.
Describe site geology and hydrogeology.
Fill material was encountered in each of the two UST basins
from the land surface to a depth of approximately 7 ft. Brown
sandy silt was encountered from approximately 7 ft. to 18 ft., the
approximate bottom of the basin. Groundwater was not
encountered.
If a release has occurred, describe the results of the receptor survey performed
within 1,500 feet of the facility.
A receptor survey was performed and no supply wells were
identified within 1,500 ft. of the site.
B. Closure Procedures
1. Describe preparations for closure includina the steos taken to notifv authorities
permits obtained, and the steps taken to clean and purge the tanks.
The local fire marshall was notified of the UST removal approximately
one -week before field activities. The USTs did not contain fuel oil or
sludge.
UST Closure Report, Former Lippard Grocery Store Site, Concord, NC
NGC, P.C. / Alpha Environmental Mgt., Inc. Page 3

2. Note the amount of residual material pumped from the tank(s), and describe the
storage, sampling, and disposal of the residual material.
The USTs did not contain fuel oil or sludge.
3. Document soil excavation activities
Describe excavation procedures noting the condition of the soil encountered and the
dimensions of the excavation in relation to the tanks, piping, and/or pumps.
Overburden was excavated with a backhoe until the top of each
UST was exposed. The fill covers of each UST were removed
and vapors inside the tank were monitored for hydrocarbon
content and oxygen. After it was established that the
environment inside of the USTs were within established safety
parameters, soil surrounding each UST was excavated.
UST #1 measured 5 ft., 4 in. (length) x 3 ft. (diameter).
UST#2 measured 6 ft., 6 in. (length) x 4 ft. (diameter).
The final excavation of each UST basin excavation measured
approximately 15 ft. (length) x 15 ft. (width) x 18 ft. (depth).
Product lines were removed and were located in the excavated
areas.
Note the depth from the land surface to the top of the tank
Approximately 1 to 2 ft.
Note the volume of soil excavated.
The quantity of soil removed from the former UST basins was
approximately 200 tons (both basins combined; approximately
100 tons from each basin).
Describe the soil type(s) encountered.
The soil was a mixture of sand, silt, and clay.
Describe the type and source of backfill used.
The backfill was a mixture of sand, silt, and clay.
Describe condition of UST system(s) (i.e., pitting, holes, etc.).
UST#1 exhibited a small hole in the bottom of the tank.
UST#2 exhibited a small hole in the bottom of the tank.
Note if water, free product, or bedrock was encountered during the excavation
process.
No water, free product, or bedrock was observed in the bottom
the UST basins.
4. Document contaminated soil
Describe how the extent of soil excavation was determined.
The extent of soil excavation was determined by the same
method for both UST basins.
UST Closure Report, Former Lippard Grocery Store Site, Concord, NC
NGC, P.C. / Alpha Environmental Mgt., Inc. Page 4

Initial soil samples (TPH) were obtained following the removal of
the tanks, samples SS-1 and SS-2.
Hydrocarbon affected soil was encountered in both UST basins.
Therefore, a total of 6.8 tons of soil was removed from each
basin.
Hydrocarbon affected soil was encountered following the
removal of the initial 6.8 tons, therefore, a total of 50 tons of soil
was removed from each basin.
Hydrocarbon affected soil was encountered following the
removal of approximately 50 tons of soil from each basin,
therefore, a Trust Fund Preapproval Form was submitted to the
NCDENR, Mooresville Regional Office for the removal of an
additional 50 tons of soil per basin. The Preapproval Form was
executed by the NCDENR on March 26, 2004. An additional 50
tons of soil was then removed from each UST basin.
Hydrocarbon affected soil was encountered following the
removal of approximately 100 tons of soil from each basin. The
NCDENR was contacted and advised of the condition of the soil.
The NCDENR stated that additional preapproval would not be
granted for further excavation, therefore, sidewall and basin
bottom samples were obtained. The samples were analyzed
using "risk -based" methods.
Describe the method of temporary storage, sampling, and treatment/disposal of soil.
Soil removed from the UST basins was stored temporarily
on -site.
5. Document the location and method of disposal of the tanks
The USTs were disposed of by the property owner.
C. Site Investigation
1. Field Screening
Describe the physical characteristics of the soil samples, as observed during
collection.
Mixture of sand, silt, and clay.
Describe the field instrumentation used to screen soils.
Olfactory and visual screening.
Describe the field instrumentation calibration procedures.
N.A.
UST Closure Report, Former Lippard Grocery Store Site, Concord, NC
NGC, P.C. / Alpha Environmental Mgt., Inc. Page 5

' Screening results.
UST Basin 1: Soil samples contained a distinct hydrocarbon
' odor and some visual staining.
UST Basin 2: Soil samples contained a distinct hydrocarbon
odor and some visual staining.
2. Document Soil Sampling Information
' Sample locations are illustrated in Figure 3. Soil sample results are provided in
Table 1.
Location of samples.
3/24/04, Approx. 7 ft. depth, fill and native material.
SS-1, bottom of UST Basin #1 (prior to excavation).
SS-2, bottom of UST Basin #2 (prior to excavation).
' 3/24/04, Excavated Soil Samples.
Soil #1, composite sample of soil excavated from UST Basin #1.
Soil #2, composite sample of soil excavated from UST Basin #2.
4/2/04. From UST Basin #1 followina final excavation.
Tank 1A, bottom of UST basin, approx. 18 ft. depth.
Tank 1SWB, sidewall sample, approx. 8 ft. depth.
Tank 1SWC, sidewall sample, approx. 8 ft. depth.
Tank 1SWD, sidewall sample, approx. 8 ft. depth.
412/04. From UST Basin #2 followina final excavation.
Tank 2A, bottom of UST basin, approx. 18 ft. depth.
Tank 2SWB, sidewall sample, approx. 8 ft. depth.
Tank 2SWC, sidewall sample, approx. 8 ft. depth.
Tank 2SWD, sidewall sample, approx. 8 ft. depth.
4/6/04, Excavated Soil Sample.
Soil TP, composite sample of soil excavated from both basins.
Type of samples (from excavation, stockpiled soil, etc.).
■ See previous section and site map Figure 3.
Sample collection procedures (grab, split spoon, hand auger, etc.).
' Soil basin samples: hand trowel, hand auger, or backhoe
bucket.
Soil pile samples: hand auger.
Depth of soil samples (below land surface) and time / date collected.
See "location of samples" in Section 2 above. Sample dates are
listed on the chain of custody forms.
' Sample identification.
Table 1, Figure 3.
UST Closure Report, Former Lippard Grocery Store Site, Concord, NC
NGC, P.C. / Alpha Environmental Mgt., Inc. Page 6

Sample analysis.
Initial UST basin and soil pile samples: GRO, DRO.
' Over -excavation confirmatory soil samples: EPA 8260/8270,
MADEP VPH/EPH.
3. Document Groundwater Sampling Information
Location of samples.
Neither groundwater nor surface water samples were obtained.
Sample collection procedures (grab, bailer, etc.).
Neither groundwater nor surface water samples were obtained.
Time/date collected.
Neither groundwater nor surface water samples were obtained.
Sample identification.
Neither groundwater nor surface water samples were obtained.
Sample analyses.
Neither groundwater nor surface water samples were obtained.
4. Document Quality -Control Measures
Sample handling procedures including sample preservation techniques and sample
transport procedures.
Soil samples were handled with either a stainless steel trowel,
dedicated sample shovel, or stainless steel hand auger. Latex /
nitrile gloves were used to minimize human contact. Sampling
equipment was thoroughly cleaned and a fresh pair of latex /
nitrile gloves were used after the handling of each sample.
Analytical samples for transport to the laboratory were sealed in
the appropriate sampling containers. The samples were placed
in a pre -chilled, ice -filled cooler, and transported to Pace
Analytical Laboratories, Inc. in Huntersville, NC for analysis.
Decontamination procedures.
Distilled water and an alconox cleansing agent were used to
clean sampling devices.
Time and date samples were submitted to lab.
See chain of custody forms.
Samples collected for quality control purposes (e.g. duplicates, field blanks, trip
blanks, etc.).
Field blank / trip blank samples were not used.
5. Describe Investigation Results.
Methods of analyses used (i.e. EPA method number).
UST basin and soil pile samples: GRO, DRO.
Over -excavation confirmatory soil samples: EPA 8260/8270,
MADEP VPH/EPH.
UST Closure Report, Former Lippard Grocery Store Site, Concord, NC
NGC, P.C. / Alpha Environmental Mgt., Inc. Page 7

' Provide analytical results for samples; discuss the results in relation to the cleanup
levels or action levels, as appropriate.
' The following samples were found to exceed the NCDENR TPH
standard of 10 ppm: SS-1, SS-2, Soil#1, Soil#2, and Soil TP.
Soil related to SS-1 and SS-2 were removed during excavation.
' Soil related to Soil#1, Soil#2, and Soil TP were composite
samples obtained from the excavated soils.
The following samples were found to exceed the NCDENR "soil
to groundwater" standard: Tank 1A, Tank 1SWC, Tank 1SWD,
Tank 2SWD, Tank 2SWE.
The following samples were found to exceed the NCDENR
"residential" standard: Tank 2SWD and Tank 2SWE.
No samples were found to exceed the NCDENR "industrial /
commmercial" standard.
Discuss how the results of quality control samples may have affected the
interpretation of soil, groundwater, or surface water analytical results.
NA
D. Conclusions and Recommendation
Include definitive and probable sources of contamination, conclude the need for further
investigation and recommend whether remediation or no further action is required.
Small holes were identified in both USTs.
Soil samples from both basins, following final excavation, exceed the "soil
to groundwater" standards
Soil samples from Basin #2 exceed the "residential" standard.
E. Signature and Seal of Certifying Professional Engineer or Licensed Geologist
The geological and hydrogeological evaluations contained within this report were prepared in
accordance with generally accepted scientific practices, and are based on my understanding of
the site and data provided to me by others.
Elliot J. Nightingale, L.G.
Nightingale Geologic Consultants, P.C.
North Carolina Licensed Geologist No.
UST Closure Report, Former Lippard Grocery Store Site, Concord, NC
NGC, P.C. / Alpha Environmental Mgt., Inc. Page 8

F. Enclosures
Figures
1. Site Location Map (from USGS Topographic Map).
2. Site Area Map.
3. Site Configuration and Sample Location Map.
Table
1. Sample Identifications, Depths, and Analyses.
Appendix
A. Analytical Reports and Chain -of -Custody Records.
UST Closure Report, Former Lippard Grocery Store Site, Concord, NC
NGC, P.C. / Alpha Environmental Mgt., Inc. Page 9

101 00 0 101 00 2000 p"`5
QUADRANGLE LOCATION
Graphic Scale in Ft. T,T, G
FROM U.S.G.S. QUADRANGLE MAP
CONCORD, N. C.
35080-D5-TF-024
1969
PHOTOREVISEC) 1987
DMA 4854 I NE —SERIES V842
CONTOUR INTERVAL 10 FT.
7.5 MINUTE SERIES (TOPOGRAPHIC)

1000 0 1000 2000
Graphic Scale in Ft.

= = M M = M = M M M M M M =
Jam• .' \ %\ \
FORMER GROC. STORE BLDG.
\ \� iSW i \
41S
WB FMR. UST#12SW 2SW EXCAVATION
FMR. UST#2 i1A 270 GAL UST
EXCAVATION 2A \
\ 400 GAL UST 2SW 1SW 1SWC
\ 2SWC \
A \
OA
SOIL STOCKPILE /
\ / ' ,'�.
\ J
0 40 \ / 0
1 INCH = 40 FEET \ • / /
Project Number
Date ei2oo4 L8Y°r° Used FIGURE 3
SITE CONFIGURATION MAP
T-1-p Nightingale Geologic Consultants, P.C.
Figure Identification No. IIPp_am.dw2 FORMER GROCERY STORE (LIPPARD SITE) Chary otte, North Carolina, U.S.A.
CONCORD, NORTH CAROLINA
Drawn EJN Scale 1in = 40 ft

r
a
1 -y
it
r
y S
TABLET
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TABLE 1
SUMMARY OF UST CLOSURE DATA
MARCH / APRIL 2004
FORMER REED STREET GROCERY STORE (LIPPARD SITE)
CONCORD, NORTH CAROLINA
INCIDENT (NONE ASSIGNED)
ArFSIytICaI Methods IJetecied n tuents '
3550/
3550/
SM 2540
MADEP
MADEP
MADEP
MADEP
tm91#g)
8015
8015
G
VPH
VPH/EPH
EPH
VPHIEPH
8260
8260
8270
8270
8260
8270
8270
8260
8260
8260
8260
8260
8260170
8260
8270
8260
8260
8260
Ci oristituent of aonc rft
�
�^
m
m
m
m
c
m
m
Sample il3
Z
=
a.
?_1N
o
m
c
N
2
c
N
m
a
m
m
C
rm�
m
c
C
C
m
Date CoNedidl
Semple
O
O
°�
a m
.
L
O
m L
x
mleid/y+)
depthPt.)
Q=
�i
rn
8
d,
°7 -
E cr3
c
E
cv c
w
c.i ?
ni E
S
ri E
•= 5
Initial UST Basin Samples and Initial
Soil Pile
Samples
SS-1
3/24/04
7.0
420
2900
65
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
SS-2
3/24/04
7.0
590
11000
78
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Soil #1
3/24/04
comp.
350
6500
78
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Soil #2
3/24/04
comp.
210
6500 `
85
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Samples F
lowing Excavation UST
#1
Tank 1A
4/2l04
18.0
NA
NA
91
<11
1766
31
<0.13
<0.0064
<0.0064
<0.0064
<0.0071
<1.8
<1.8
<0.0064
<0.0064
<0.0064
<0.0064
0,019
<0.0064
<0.0064
<0.13
<0.0064
<0.13
Tank 1 SWB
4/2/04
8.0
NA
NA
79
<12
<12
17
<12
<0.14
<0.0064
<0.0071
<0.0071
<0.0071
<0.420
<0.420
<0.0064
<0.0064
<0.0064
<0.0064
L 0.016
<0.0071
<0.0071
<0.42
<0.13
<0.0071
<0.13
Tank 1 SWC
4/2104
8.0
NA
NA
85
<15
<12
<12
<12
<0.13
<0.0064
<0.0064
<0.0064
<0.0064
<0.390
<0.390
<0.0064
<0.0064
<0.0064
<0.0064
0.017
<0.0064
<0.0064
<0.39
<0.13
<0.0064
<0.13
Tank 1SWD
4/2/04
&0
NA
NA
78
<13
79
24
15
<0.13
<0.0064
<0.0064
<0.0064
<0.0064
<0.420
<0.420
<0.0064
0.036
0.0098
0.19
0.018
0.011
<0.42
<0.13
<0.0064
<0.13
Tank 1SWE
4!2/04
8.0
NA
NA
78
<19
<13
19
<13
<0.16
<0.D08
<0.008
<0.008
<0.008
<0.420
<0.420
<0.008
<0.008
<0.008
<0.008
<0.008
<0.008
<0.42
1 <0.16
<0.008
<0.008
Samples Fo
lowing Excavation UST
#2
Tank 2A
4/2/04
18.0
NA
NA
87
<16
<11
19
<11
<0.14
<0.0069
0.01
<0.0069
0.035
40.380
<0.380
0.019
0.017
0.01
0.028
0.019
0.13
0.02
<0.38
<0.14
0.089
0.033
Tank 2SWB
4/2104
8.0
NA
NA
83
<17
25
25
26
<0.14
<0.0068
<0.0068
<0.0068
<0.0068
<0.400
<0.400
<0.0068
<0.0068
<0.0068
<0.0068
0.015
<0.0068
<0.0068
<0.4
<0.14
<0.0068
<0.0068
Tank 2SWC
4/2/04
8.0
NA
NA
86
<13
28
22
30
<0.12
<0.0062
<0.0062
<0.0062
<0.0062
<0.390
<0.390
<0.0062
<0.0062
<0.0062
<0.0062
0.013
0.011
<0.0062
<0.39
<0.120
<0.0062
<0.0062
Tank 2SWD
4/2l04
8.0
NA
NA
81
39
t
3800
2730
0.23
:�• 1
� :. �
13
3D
�
>. �
12
<0.0082
� � , ;=
1�
<0 016
' � €';. ff
Tank 2SWE 4/2104 8.0 NA NA 84 28 948t1 `` 4400' 2t11'D 0,38 <0.0083 0.14 <0.0083 <7.9 14 0.18 0.42 0.33 0,26 <0.0083 0.2 <0.017 0.19 0.17
Additional Sam le From Soil Stockpile
Soil TP
416/04
com
800
29000
87
NA
NA
NA
NA
NA
NA
I NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
84 to " - dwatsr standard'
NS
NS
--
72
3255
NS
34
3
0.0056
0.24
7
5
44
60
4
3
2
NS
0.02
0.58
2
3
0.7
8
7
Resadeitlial standard m
Industtial l c mmercraf standard
NS
NS
-
939
9386
93860
469
1564
22
1560
3200
32000
620
469
156
156
1564
NS
85
63
156
63
9385
782
782
NS
NS
--
24528
245280
NS
12264
40880
200
40000
$2000
200000
1"DO
12264
4088
4088
40880
NS
763
1635
4088
1635
245280
20440
20440
.'
10
10
--
-
-
-
-
-
-
-
-
NS: No Standard
NA: Not Analyzed
Blue highlighted data exceeds "soil to groundwater" standard
Gray / bold highlighted data exceeds "residential" standard
Green highlighted data exceeds "TPH" standard
percent dry weight rounded to nearest whole number
Page 1 of 1

North Carolina
Michael F. Easley, Governor
William G. Ross Jr., Secretary
NCDENR
Department of Environment and
Mr. Joseph Lippard
24197 NC Highway 73
Albemarle, North Carolina 28001
Dear Mr. Lippard:
Division of Waste Management
Underground Storage Tank Section
November 30, 2005
Re:
Natural Resources
Dexter R. Matthews, Director
Notice of Regulatory Requirements
NCGS 143B-279.9 and 14313-279.11
Notice of Residual Petroleum
Reed Street Grocery (Former)
9 Reed Street
Cabarrus County
Incident Number: 27786
Risk Classification: Low
North Carolina General Statute (NCGS) 14313279.9 and 143B-279.11 require a Notice of
Residual Petroleum (Notice) to be filed with the Register of Deeds in Cabarrus County, where the release
is located, when a release from an underground storage tank has not been remediated to below
"unrestricted use standards". The Notice is required either prior to conveyance of a contaminated
property or prior to receiving a Notice of No Further Action. "Unrestricted use standards" for
groundwater are the groundwater quality standards and interim standards contained in Title 15A NCAC
2L .0202, and "unrestricted use standards" for soil are the residential maximum soil contaminant
concentrations (MSCCs) established in Title 15A NCAC 2L .0115(m).
The Notice must be prepared in accordance with the attached instructions and format. It must
contain a legal description of the property containing the source of contamination and legal descriptions
of any other properties which you own (or control) which are contaminated by the release. The Notice
must also include appropriate land use restrictions for these properties. In addition, the Notice must
identify all other properties (adjacent, adjoining, downgradient, etc.) on which contamination is known to
exist at the time the Notice is prepared.
The Notice must be sent to this regional office of the UST Section within 30 days of the date of
this letter for approval and notarization. The approved and notarized Notice must then be filed by you
with the Register of Deeds. After the Notice is filed with the Register of Deeds, a certified copy of the
filed Notice must be submitted to this office.
Effective October 1, 2004, the Department requires that all work following the submittal of the
Limited Site Assessment Report (Title 15A NCAC 2L .0115(c)) be preapproved if State Trust Fund
reimbursement is anticipated. To comply with this requirement, a completed Preapproval/Claim
Authorization Form, encompassing the required remedial activities, must be received in this office within
An Equal Opportunity / Affirmative Action Employer - 50 % Recycled 1 10 % Post Consumer Paper

14 days of the date of this letter. Upon completion of the preapproved activities, you should submit your
claim promptly. Reimbursement funds are budgeted based on completed preapprovals, but lengthy delays
in reimbursement can occur if claims are not submitted immediately following work completion.
Failure to comply with this letter is a violation of North Carolina law and may result in the
assessment of civil penalties and/or the use of other enforcement mechanisms available to the state. If you
have any questions regarding this letter, please contact me at the address or telephone number listed
below.
Sinc ly,
Brett Morris
Hydrogeological Technician II
Mooresville Regional Office
Attachment: Instructions for Preparing Notice of Residual Petroleum
cc: Elliot J. Nightingale, L.G. — Nightingale Geologic Consultants, P.C.
UST Regional Offices
Asheville (ARO) — 2090 US Highway 70, Swannanoa, NC 28778 [phone]
Fayetteville (FAY) — 225 Green Street, Suite 714, Systel Building, Fayetteville, NC 28301 [phone]
Mooresville (MOR) — 610 East Center Avenue, Suite 301, Mooresville, NC 28115 [phone]
Raleigh (RRO) —1628 Mail Service Center, Raleigh, NC 27699 [phone]
Washington (WAS) — 943 Washington Square Mall, Washington, NC 27889 [phone]
Wilmington (WIL) —127 Cardinal Drive Extension, Wilmington, NC 28405 [phone]
Winston-Salem (WS) — 585 Waughtown Street, Winston-Salem, NC 27107 [phone]
Guilford County Environmental Health, 1203 Maple Street, Greensboro, NC 27405, [phone]
C:\letters\2005\Reed Street Grocery

Mid Atlantic
Engineering & Environments{ Solutions
January 29, 2018
Mr. Brett Morris
North Carolina Department of Environmental Quality
Division of Waste Management
Underground Storage Tanks Section
610 E. Center Avenue
Mooresville, North Carolina 28115
EG.;EIV
JAN 31 2018
�'� �� ~ r
I�. 0i1LINE_COM
Subject: Limited Soil Assessment Report
Former Reed Street Grocery
9 Reed Street, Concord, Cabarrus County, NC
NCDEQ Pollution Incident No. 27786
Mid -Atlantic Project No. 0001-111197.00
Dear Mr. Morris:
On behalf of our client, the Joseph W. Lippard Family Partnership, LLC, Mid -Atlantic
Associates, Inc. (Mid -Atlantic) submits for your review our report of recently completed
soil assessment at a former underground storage tank (UST) release at the property.
This assessment was conducted to determine the presence of absence of petroleum
constituents on the subject property in excess of current North Carolina Maximum Soil
Contaminant Concentration Residential Standards. The purpose of this assessment was
to determine if the existing contaminants pursuant to the Notice of Residential Petroleum
(NORP) were at concentrations below the Residential Standards, allowing for a cure of
the NORP. Our investigation determines that no petroleum constituents associated with
this release are above the Residential Standards. If there are questions concerning the
contents of this report, please contact the undersigned at [phone].
With best regards,
MID-ATLANTJL2_-ASSOCIATES, INC.
D. ltrenhour, P.G., MBA
Principal Geologist

EzCEIV D
JAN 3 x 2018
SHE 0
1,A "_J T
LIMITED SOIL ASSESSMENT REPORT
FORMER REED STREET GROCERY
9 REED STREET
CHARLOTTE, CABARRUS COUNTY, NORTH CAROLINA
NCDEQ POLLUTION INCIDENT NO. 27786
Prepared For:
Ms. Martha Ann Morgan
Joseph W. Lippard Family Limited Partnership, LLC
405 Wldwood Dunes Trail
Myrtle Beach, South Carolina 29572
Prepared By:
Mid -Atlantic Associates, Inc.
1125 E. Morehead Street, Suite 104
Charlotte, North Carolina 28204
Mid -Atlantic Job No. 0001-11197.00
January 12, 2018
Atlantic
Engineering & Environmental Solutions

' JAN
�* $ 1125 E. Morehead Street, Suite 104
� ''� Charlotte, NC 28204-2849
I���-
Mid Atlantic ut--A ,.
Engineering 8 Environmental Solutions Office: 980. 585.1271
- -- MAAONUNE.COM
LIMITED SOIL ASSESSMENT REPORT
FORMER REED STREET GROCERY
9 REED STREET
CHARLOTTE, CABARRUS COUNTY, NORTH CAROLINA
NCDEQ POLLUTION INCIDENT NO. 27786
MID -ATLANTIC PROJECT NO. 0001-11197.00
January 12, 2018
Prepared For:
Ms. Martha Ann Morgan
Joseph W. Lippard Family Limited Partnership, LLC
405 Wildwood Dunes Trail
Myrtle Beach, South Carolina 29572
Prepared by:
MID -ATLANTIC ASSOCIATES, INC.
Carl H. Hewett
Senior Project Manager
n
Greg D. Icenhour, P.G., MBA ­-'`
`, J�`;;
Principal Geologist 4
t,
EXPERIENCED CUSTOMER FOCUSED INNOVATIVE —

TABLE OF CONTENTS
1.0 PROJECT BACKGROUND....................................................................................1
2.0 FIELD ACTIVITIES.................................................................................................2
3.0 LABORATORY TEST RESULTS...........................................................................4
Southwestern Sidewall Analytical Results............................................................ 4
Northwestern Sidewall Analytical Results.............................................................4
4.0 SUMMARY AND RECOMMENDATIONS...............................................................4
Recommendations................................................................................................ 5
FIGURES
Figure 1 Site Location Map
Figure 2 Site Map
Figure 3 Sample Location Map
TABLES
Table 1 Current and Historic Soil Analytical Results
APPENDICES
Appendix A Historical Documents
Appendix B Photographs
Appendix C Boring Logs
Appendix D Laboratory Analytical Reports and Chain -of -Custody Records
MidAtlantic

1.0 PROJECT BACKGROUND
The subject property is the Former Reed Street Grocery located at 9 Reed Street in
Concord, Cabarrus County, North Carolina. The property contains approximately 1.0
acres, and it is currently undeveloped. According the Cabarrus County tax records, the
property is identified as tax parcel number 5630-09-2510-0000, and it is currently owned
by the Joseph W Lippard Family Limited Partnership. A Site Location Map is provided
as Figure 1, and a Site Map is provided as Figure 2.
In March 2004, one 270-gallon heating oil underground storage tank (UST) and one
400-gallon heating oil UST were removed from two separate excavations at the Former
Reed Street Grocery property by Nightingale Geologic Consultants, PC (NGC) of
Charlotte, North Carolina. NGC identified the 270-gallon tank location as UST #1 and
the 400-gallon tank location as UST #2. Petroleum impacted soil was encountered in
both areas during tank removal, and approximately 200 tons of affected soil
(approximately 100 tons from each tank excavation) were removed from the site. The
historical analytical results from the tank closure and soil excavation activities are
provided in summary form on Table 1. The following findings/conclusions were
provided in the UST Closure Report prepared by NGC:
• Soil samples from both basins, following final excavation, exceed the "soil to
groundwater" standards.
• Soil samples from Basin 2 exceed the "residential" standard.
A Limited Site Assessment (LSA) Report was completed by NGC in November 2005.
One groundwater monitoring well (MW-1) was installed between the two tank (UST #1,
UST #2) excavation areas. The depth to groundwater during the LSA field activities
was recorded as approximately 34.15 feet below ground surface (BGS). The following
findings/conclusions were provided in the LSA Report prepared by NGC:
• No constituents exceeding the North Carolina standards were detected in the
LSA soil samples. Constituents exceeding both the "soil to groundwater" and
"residential" standards were detected in soil samples from the UST Closure
and soil excavation investigation.
• No constituents exceeding the North Carolina standards were detected in the
LSA groundwater sample.
In March 2006, a Notice of Residual Petroleum (NORP) was filed with the Cabarrus
County Register of Deeds for the subject property. The NORP established a Perpetual
Land Use Restriction for the site that limited property usage to "Industrial/Commercial
Use Only". A copy of the filed NORP is provided in Appendix A.
Ift Mid Atlantic
Engm.cr S &Env entnl Solutions

Additional Soil Assessment Report
Former Reed Street Grocery
Concord, North Carolina
Mid -Atlantic Project 0001-11197.00
January 12, 2018
Page 2
Mid -Atlantic Associates, Inc. (Mid -Atlantic) was contracted by the Joseph W. Lippard
Family Limited Partnership to investigate the current soil quality in the historical UST #2
excavation area and, based on those findings, determine what steps may be required in
order to resolve the existing NORP at the property. The following report summarizes the
field activities and findings of the additional soil investigation and provides
recommendations for further action.
2.0 FIELD ACTIVITIES
Soil sampling activities using Geoprobe direct push technology were conducted at the
subject property on November 21, 2017. This investigation was conducted to determine
if petroleum constituents identified during the 2004 removal activities remain on site in
excess of current NC residential soil standards. Soil samples were collected to
determine the current soil quality in the area of two sidewalls of the UST #2 historical
soil excavation area. The general location of the UST #2 excavation area was identified
by a visible slight surface depression in the area of the site corresponding to the UST #2
excavation as shown on the NGC Site Configuration Map that was obtained from the
NGC UST Closure Report. A copy of the NGC Site Configuration Map is provided in
Appendix A.
Prior to initiating field work, Mid -Atlantic notified the NC OneCall system to locate
municipal utilities within the work area. In addition, Mid -Atlantic contracted with Priority
One locating services to identify any private subsurface utilities at the site and to clear
the proposed soil boring locations. Geoprobe sampling services were provided by
Environmental Drilling & Probing Services (EDPS) of Charlotte, North Carolina. John
Sherrill of Mid -Atlantic was on site to oversee the field work and to collect the soil
samples.
During tank closure and soil excavation activities conducted in April 2004 by NGC, soil
samples 2SWD and 2SWE indicated the presence of target semi -volatile and target
VPHIEPH hydrocarbon fractions at concentrations in excess of the applicable North
Carolina Maximum Soil Contaminant Concentrations (NCMSCC) Residential Standards.
The 2SWD and 2SWE sample locations were respectively situated along the
southwestern and northwestern excavation sidewalls on the UST #2. To confirm the
location of the historical excavation sidewalls, shallow hand auger borings were
advanced by EDPS personnel prior to Geoprobe sampling to investigate the type of
subsurface material and to confirm the presence of native material. Backfill material
was originally encountered in the hand auger borings, and the borings were advanced
outward from the excavation area until native material was identified.
Mid Atlantic
Engineering Envao ?nen[ai5ohai—

Additional Soil Assessment Report
Former Reed Street Grocery
Concord, North Carolina
Mid -Atlantic Project OOOH1197.00
January 12, 2018
Page 3
Once the edge of the native material area was identified, a Geoprobe boring was
advanced along the southwestern sidewall. Soil sample 2SWD-01 was collected from
the Geoprobe boring at a depth of approximately 8 feet BGS. After collection of sample
2SWD-01, a second boring was advanced approximately 3.5 feet from the approximate
location of the southwestern sidewall in order to obtain additional information on the
lateral extent of soil quality in the area. Soil sample 2SWD-02 was obtained at a depth
of approximately 8 feet BGS. After sampling along the southwestern sidewall was
completed, soil sampling was conducted along the northwestern sidewall of the former
UST #2 excavation. The edge of the native material area was identified by EDPS using
a hand auger, and the Geoprobe boring was advanced along the northwestern sidewall.
Soil sample 2SWE-01 was collected from the Geoprobe boring at a depth of
approximately 8 feet BGS. Sample 2SWE-02 was collected in the native soil
approximately 3.5 feet outside of the northwestern sidewall at a depth of approximately
8 feet BGS.
EDPS backfilled the soil borings with bentonite pellets upon the completion of sampling
activities. The Geoprobe tooling was decontaminated between sampling locations using
liquinox and water.
New nitrile gloves were worn during the collection of each sample, and samples selected
for laboratory submittal were placed into laboratory -supplied bottles. After collection, the
samples were packed into an ice -filled cooler and shipped under chain -of -custody to
Shealy Laboratories, Inc (Shealy) in West Columbia, South Carolina for analysis for
semi -volatile compounds by EPA Method 8270 and for petroleum hydrocarbon fractions
by MADEP VPH and MADEP EPH. Samples 2SWD-01 and 2SWE-01 were initially
analyzed by the laboratory. After receiving and reviewing the analytical results for
samples 2SWD-01 and 2SWE-01, Mid -Atlantic instructed Shealy to proceed with the
analyses of samples 2SWD-02 and 2SWE-02.
Photographs documenting site conditions and the sampling locations are provided in
Appendix B. Copies of the Boring Logs are provided in Appendix C. A Sample
Location Map is provided as Figure 3.
3.0 LABORATORY RESULTS
A copy of the laboratory analytical report and chain -of -custody record for the soil samples
collected at the site by Mid -Atlantic is provided in Appendix D. Current and historical soil
analytical results are summarized on Table 1.
Mitt Atlantic
Engi ncenng B Envuw u�x nozl Sa�hrtinn.

Additional Soil Assessment Report
Former Reed Street Grocery
Concord, North Carolina
Mid -Atlantic Project OOOH1197.00
January 12, 2018
Page 4
Southwestern Sidewall Analytical Resultsnalytical testing of soil samples 2SWD-01 and
2SWD-02 by EPA Method 8270 and by MADEP VPH and MADEP EPH did not indicate
the presence of any target compounds or target fractions at concentrations in excess of
the respective laboratory minimum detection limits.
Northwestern Sidewall Analytical ResultsAnalytical testing of soil sample 2SWE-01 by
EPA Method 8270 indicated the presence of Pyrene at a concentration in excess of
laboratory minimum detection limits and indicatged the presence of bis(2-
Ethylhexyl)phthalate at an estimated concentration above its limit of quantitation but
below its minimum detection limit. Neither Pyrene nor bis(2ethylhexyl)phthalate were
reported at concentrations that exceeded their respective NCMSCC Residential
Standards.
Analytical testing of sample 2SWE-01 by MADEP EPH indicated the presence of C9-
C18 Aliphatics, C19-C36 Aliphatics and C11-C22 Aromatics at concentrations above
laboratory minimum detection limits but below their respective NCMSCC Residential
Standards.
4.0 SUMMARY AND RECOMMENDATIONS
The following field work was conducted during this additional soil investigation
Two soil samples (2SWD-01, 2SWD-02) were collected at a depth of approximately 8
feet BGS in the area of the southwestern sidewall of the historical UST #2 excavation
area.
• Two soil samples (2SWE-01, 2SWE-02) were collected at a depth of
approximately 8 feet BGS in the area of the northwestern sidewall of the
historical UST #2 excavation area.
• Analytical testing of the soil samples by EPA Method 8270 and MADEP VPH and
MADEP EPH did not indicate the presence of any target compounds or
petroleum fractions at concentrations in excess of the respective NCMSCC
Residential Standards.
: Md Atanticiln

Additional Soil Assessment Report
Former Reed Street Grocery
Concord, North Carolina
Mid -Atlantic Project 0001-11197.00
Recommendations
January 12, 2018
Page 5
Based on the findings of this investigation, it appears that the petroleum impacted soil
previously located on the subject property has degraded, and that concentrations of
target compounds and target petroleum fractions that exceed NCMSCC Residential
Standards are not present on the subject property.
On behalf of the Joseph W. Lippard Family Limited Partnership, Mid -Atlantic respectfully
requests that the North Carolina Department of Environmental Quality (NCDEQ)
consider canceling in the Notice of Residual Petroleum that was prepared for the
Former Reed Street Grocery in March 2006.
A copy of this report should be submitted to the NCDEQ, UST Section for their review
and comment.
:r Mid Atlantic
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VF `
d`r0 cam,
- � � �jSJ/aF R✓ \1
IREDELL
RUS
STANLY
DSONI
AREA SHOWN WITHIN I I'
NORTH CAROLINA j ANsON
f �
REFERENCES: SCALE:1:24,000
1. CONCORD, NC DIGITAL RASTER GRAPHICS,
PUBLISHED 2016: USGS 0 1,000 2,000 4,000
2. PROPERTY BOUNDARY FROM CABARRUS Feet
COUNTY GIS
DRAWN DATE:
FIGURE 1 BY: Y' NOVEMBER 2017
SITE LOCATION MAP DRAFT CHH JOB NO:
Mid Atlantic FORMER REED STREET GROCERY CHECK: 000H1197.00
Sngw—ml a 9 REED STREET ENG. GIS NO:
CONCORD, NORTH CAROLINA CHECK: CHH 5G-H1197.00-0i
APPROVAL: CHH 1FIG NO: 1

-OF4
N �
\
J _
\ FORMER GROCERY
ST• E BUIL©ING\,
-it 1, 6;
?FORMAER
ATSTN .
,.
270'GAL.UST \ ` y .r
- 1
Legend - r
J5
MAA SAMPLES _ Q.
• PREVIOUS SAMPLES
FORMER EXCAVATION AREA
STORE FOOTPRINT
L J SUBJECT PROPERTY �n SCALE: 1M60D
Feet
STREET CENTERLINE 0 50 100 200
NOTE: BORING LOCATIONS ARE APPROXIMATE
� p
FIGURE 2 DRAWN BY: 4' DATE; NOVEMBER2017
ORCK
SITE MAP BY: CHH JOB NO.: OOOH1197.00
Mid Atlantic FORMER REED STREET GROCERY ENGINEERGINEER CHECK
Engineenng & Emronmeritaf Solutions 9 REED STREET BY: CHH GIS NO.: 05G-H1197.00-2
CONCORD, NORTH CAROLINA YJ BV: FIGURE. NO,: 2
aHHHH
REFERENCE: PARCEL GIS DATA FROM CABARRUS COUNTY GIS. 2015 AERIAL IMAGERY FROM NC ONEMAP. NIGHTTNGALE GEOLOGIC CONSULTANTS, P.C. FIGURE DATED 912004. MAA FIELD NOTES

IT� - Nightingale Geologic Consultants, P.C.
L Gts W6. Notts Can nL U.8A.
May 1, 2006 RECEN
Mr. Steven E. Bograd, P.G. FO
MAY E R ?006
NCDENR, Mooresville Regional Office NC DEP'1 OF Eii11tR0l+iMM
Division of Waste Management, UST Section AND HAT RtALRED"CE9
610 East Center Avenue, Suite 301 VOCRESALLE REMONAL OFFICE
Mooresville, North Carolina 28115
Subject: Submittal of Notice of Residual Petroleum - Filed
Former heed Street Grocery (Lippard Site)
9 Reed Street
Concord, Cabarrus County, North Carolina 28025
NCDENR Incident Number: 27786
Bear Mr. Bograd:
Nightingale Geologic Consultants, P.C. (NGC), on behalf of our client, Mr. Joseph W.
Lippard, is submitting the attached Notice of Residual Petroleum (NRP) which has been filed
by the Cabarrus County Register of Deeds.
Please contact us with any questions or comments concerning this submittal.
Sincerely,
Nightingale Geologic Consultants, P.C.
Elliot J. Nightingale, L. .
Principal Geologist
attachment
c (without attachment):
Mr. Brett Morris, NCDENR
Mr. Joseph W. Lippard, Managing Partner
Mr. William C. Tucker, Attorney At Law
Nlphtlrvale Geologic Conauum, P.C.
1412-D East aotdevM, #111 Charlotte. North Carolina 28203
phone:[phone]acs1mde:704-W-970t em08:elnng0*ARnh5nk-net

U093
nor6635 Fast' 83
CABARRUS COUNTY
FILED
03/29/2006 10124 Ali
LINDA F, XCABEE
Reglstor Deeds
By.
Deputy/Asst.
EXClsl's AX $0.00
NOTICE OF RESIDUAL PETROLEUM
Former Reed Street Gmcery . CAhmw County, North Carolina
aft —1
The property that is the subject of this Notice (hereinafter referred to as the "Site") contains
residual petroleum and: is an Underground Storage Tank (UST) incident under North Carolina's
Statutes and Regulations, which consist of N.C.G.S.143-215.94 and regulations adopted thereunder.
This Notice Is part of a remedial action for the Site that has been approved by the Secretary (or
his/her delegate) of the North Carolina Department of Environment and Natural Resources (or Its
successor in function), as authorized by N.C.G.S. Section 143B-279.9 and 143B-279.11. The North
Carolina Department of Environment and Natural Resources shall hereinafter be referred to as
"DENR".
NOTICE
Petroleum product was released and/or discharged at the Site. Petroleum constituents remain on
the site, but are not a danger to public health slid the environment, provided that the restrictions
described herein, and any other measures required by DENR pursuant to N.C.G.S. Sections 14313-
279.9 and 143B-279.11, are strictly complied with. 'Phis "Notice of Residual Petroleum" is composed of
a description of the property, the Location of the residual petroleum and the land use restrictions on the
Sits. The Notice has been approved and notarized by DENR pursuant to N.C.G.S. Sections 143B-279.9
and 143B-279.11 and haslshall be recorded at the Cabarros County
Register of Deeds' office Book � J Page 9'-3_.
LWph W. Lippp.W E=ily Limited Partne of Albemarle. NC
(Amer a name) (cAq h Jim qjk ndowmr)
is the owner in fee Simple of all or a portion of the Site, which is located in the County of
Cabarrus . State of North Carolina, and is known and legally described as.,
_ JV: ,#r�8gwl� C,�taio<< C yaws., X"
1qK - E. 81va Pm8 (11
(k,r• b4fC Xt 4a03 Revised gray 1, 2003

som-6635 FA,:F $Q
BEGINNING at a stake, the comer of Reed Street and Cabarrus Avenue, (formerly East Depot Street); and
runs thence with Cobarrus Avenue, South 49-52 West 148.2 feet to an Iron stake in Cabarrus Avenue, corner
of Charles C. Graber; thence withthe Grabet line, North 49-39 West 288.3 feet to an iron on the South side of
Brumley Street; thence with the South side of Bnunley Street, North 46-15 East 107.8 feet to an iron on the
South side of Brumley Street; thence South 3246 East 93.04 feet to an iron, confer ofthe Miller Hosiery Mills,
Inc. property; thence with the Miller Hosiery Mills, Inc., line, North 50-40 East 100.0 feet to a concrete
monument on the West side of Reed Street; thence with the West side of Reed Street, South 33-03 East 201.00
feet to the POINT OF BEGINNING, as surveyed by Walter L. Furr, Jr., ILL.S., and as shown on an
unrecorded plat made for David S. Lippard, Ward No. 2, Concord, North Carolina and being the identical
property conveyed to Joseph W. Lippard by deed of David S. Lippard, dated December 2,1986 and recorded
A ril 5 1998 in Book 661 PW 94 Cabarrus Coun Re is
For protection of public health and the errvlronment, the following land use restrictions required by
N.C.G.S. Section 143B-279.9(b) shall apply to all of the above -described real property. These restrictions
shall continue in effect as long as residual petroleum remains on the site in excess of unrestricted use
standards and cannot be amended or cancelled unless and until the Cabarrus County Register of Deed
receives and records the written concurrence of the Secretary (or his/her delegate) of DENR (or its
successor in function).
P RPE i [tAL LAND USE REM10IONS
Soil: The Site shall be used for industrial/commercial use only. Indush iallcommereial use means a use
where exposure to soil contamination is limited in time and does not involve exposure to children
or other sensitive populations such as the elderly or sick The real property shall not be
developed or utlliaed for residential purposes including but not limited to., primary or secondary
residences (permanent or temporary), schools, daycare centers, nursing homes, playgrounds,
parks, recreation areas andlor picnic areas -
The above land use restriction(s) sbal I be enforced by any owner, operator, or other party
responsible for the Site. The above land use restriction(s) may also be enforoW by DENR through any of
the remedies provided by law or by means of a civil action, and may also be enforced by any unit of local
government having jurisdiction over any part of the Site. Any attempt to cancel this Notice without the
approval of DENR (or its successor in function) shall be subject to enforcement by DENR to the full extent
of the law. Failure by any party required or authorized to enforce any of the above restriction(s) shall in no
event be deemed a waiver of the right to do so thereafter as to the same violation or as to one occurring
prior or subsequent thereto.
IN WITNESS WHEREOF, Joseph W. Limmrd, Managing Partner of the Joseph W. Linpard
F=ily Limited fgMcMhi has caused this Notice to be executed pursuant to N.C.G.S. Sections 143D-
279.9 and 14313-279.1I, this ��° day of YV1Ctrth ,200 (4
JOSEPH W. LIPPARD FAMILY LIMITED
PARTNERSHIP
By: k'
stee rtrv—wep-&. oralher erk�vrereisaras)
Joseph W. I.lppard, Managing Partner
(Tint ofn-for re4--lble parry Ya— is —)
Revised May 1, 2D03

SOOK6935 FACE 85
Signatory's name typed or printed: Ioseph W. Lippgd
NORTH CAROLINA
S• T(A`NLLY COUNTY
1, V lY1S h , a Notary Public for said County and State, do hereby codify that .
. Joseph W. Lipnard Personally came before me this day and acknowledged that he is
Partner of Joseph W. Lippard Family Lkmite¢ Pattnerehip and acknowledged, on behalf of Joseph
W. Linard Family Limited PartPMhin . the due execution of the foregoing instrument.
WITNESS my hand and official seal, this the I�K— day of na YC*% $ 200 ( .
Notary Public (signature) tAR
My commission expires 1' i t _ , 20(�
h
Approved for the purposes of N.C.G. S. 14313-279.11
-ALD4
(slgi0$—gjRa9kQ8Wk-)
Steven E. Bograd, Regional Supervisor
Mooresville Regional Office
UST Section
Division of Waste Management
Department of Environment and Natural Resources
NORTH CAROLINA
I red£ f ! COUNTY
1, U50t_ L-- Murc ociL , a Notary Public for said County and State, do hereby certify that
Steven E. Bograd, Regional Supervisor, personally appeared before me this day and acknowledged that he
is the Regional Supervisor, UST Section, Division of Waste Management, Department of Environment and
Natural Resources, and that by authority duly given and as the act of the agency, the foregoing instrument
was signed in its name by him as Regional Supervisor on behalf of the agency,
Revised May 1, 2003

66
mciai seas, tip the
Pu io (signs e)
/l, S- 200Y
UZ 0-
Revised May ], 2003

/ FORMER GROC, STORE BLDG. \ `
i
i iSW8 FMFi US7aR1 \`
\ - 2SW �� 2S EXCAVATION \
\ FMR. UST#2 iA 270 GAL UST �
EXCAVATION 2A \ \
\ 400 GAL UST 25 ISW I$WC \
♦ 2SWC
\ \ WL SOIL STOCKPILE
\ LsA,
\ � P
\ / se
0 40
♦ '
i INCH = 40 FEET /
c.". Und FIGURE 8
�` SITE CONFIGURATION MAP Nightingale Geologic Consultants, P.C.
wp-WnAW2 FORMER GROCERY STORE (LIPFARD SITE) � Charlotte. North Ca.c& . U.sA
am scab ft d CONCORD, NORTH CAROUNA

TABLE 1
CURRENT AND HISTORIC SOIL ANALYTICAL RESULTS
FORMER REED STREET GROCERY
9 REED STREET, CONCORD, NORTH CAROLINA
MID -ATLANTIC PROJECT 0001-11197.0O
Analyltcal Methods Detected Constituents
3550/
8015
3550/
Bois
SM 2540
G
MADEP
VPH
MADEP
VPH/EPH
MADEP
EPH
MADEP
VPH/EPH
g260
8260
6260
6260
6260
8260
8260
8260
8260
8260
8260
8260
6260
8260
8260/70
62]0
8270
8270
8270
8270
8270
8270
8270
8270
Sample 10
Constituent of concern
F
rc
o.
0
pa
t
o
&
8
p
4
"J
0
m
4
t7
m
C
.E
n
"
Yl
a
-
i
°
'°
°
g
Y
u
_
°¢
h
n
96
a
n
a
o
y
_
`u
t
5
v
o
-
V.
E
Date Collected
(m/dd/WI
Sample Depth
(ft.1
Initial UST Basin
Samples and Initial Soil
Pile Samples
553
3/24/2004
7.0
420
2900
65
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
SS-2
3/24/2004
7.0
590
11000
78
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Sell kl
1 3/24/2004
1 comp
1 350
1 6500
1 78
1 NA
NA
I NA
NA
NA
NA
NA
NA
NA
NA
NA
I NA
I NA
I NA
I NA
I NA
I NA
NA
I NA
NA
I NA
I NA
I NA
I NA
I NA
NA
I NA
NA
Soil 82
1 3/24/2004
comp
1 210
1 6500
85
1 NA
NA
I NA
NA
NA
NA
NA
NA
NA
NA
NA
I NA
I NA
I NA
I NA
I NA
I NA
NA
I NA
NA
NA
I NA
NA
I NA
NA
NA
NA
NA
Samples
Following Excavation
UST#1
Tank IA
1 4/2/2000
18.0
1 NA
I NA
91
1 <ll
1 1766
1 31
17
<32
<0.13
<0.14
1 <0.0064
<0.0064
<0.0060
<0.00]I
<0.0064
<0.00]3
<0.0071
<0.0071
<0.0064
<0.0064
<0.0064
<0.0064
<0.0064
<0.0064
<0.0060
<0.0060
0.019
0.016
<0.0064
<0.0071
<0.13
<0.13
<0.0060
<0.00]I
<0.13
<0.13
<0.0064
<0.0071
<3.8
<0.420
<3.8
<0.420
NA
NA
<1.8
10.420
<3.8
<0.420
<L8
<0.420
3J
<0.42
<S.6
<0.420
<L8
<0.42
Tank lsWB
4/2/2000
8.0
NA
NA
79
<12
<12
Tank 1SWC
1 4/2/2004
1 8.0
NA
I NA
1 BS
1 <15
1 <12
1 <12
1 <12
1 <0.13
1 <0.0064
1 0.0060
1 <0.0064
1 <0.0064
1 <O.OD64
1 <0.0064
1 <0.0064
1 <0.0060
PEMW
1 0.021
<0.0064
1 0.011
1 <0.13
1 0.13
<0.0064
1 <0.0064
1 <0.13
1 <0.13
1 <0.0064
0.018
<0.390
<0.420
0.390
<0.420
NA
NA
<0.390
<0.420
40.390
<0.420
<0.390
<0.420
<0.39
4.42
<0.390
<0.420
<0.39
<0.42
Tank 1SWD
4/2/2004
8.0
NA
NA
78
<13
79
24
Is
<0.13
1 <0.0064
1 0.0064
1 <0.0064
1 <0.0064
1 <0.0064
1 0.036
1 0.008
1 0.19
Tank 15WE
4/2/2004
8.0
NA
NA
78
<19
<13
19
<13
<0.16
<O.008
<0.008
<O.008
<O.008
I <0.008
I <0.008
I <0.006
1 <0.008
1 0.017 <0.008
<0.16
<0.008
<0.008
<0.008
<0.420
<0.420
NA
<0.420
4.420
<0.420
<0.42
<0.420
<0.42
Samples
Following Excavation
UST g2
Tank 2A
4/2/2004
180
NA
NA
87
<16
<11
19
<11
<0.14
<0.0069 0.01
<O.W69
0.035
0.019
0.017
0.01
0.028
0.019
0.02
<0.14
0.089
0.033
0.13
<0.380
<0.380
NA
<0.380
<0.380
<0.380
<0.38
<0.380
<0.38
Tank 25WB
4/2/2004
8.0
NA
NA
83
<17
25
25
26
<0.14
<0.0068 <0.0068
<0.0068
<0.0068
<0.0068
<0.0068
<0.0068
<0.0068
0.015
<0.0068
<0.14
<O.0068
<0.0068
<0.0068
<0.400
<0.400
NA
<0.400
<0.400
<0.400
<0.4
<0.400
<0.4
Tank 25WC
1 4/2/2004
8.0
NA
NA
86
<13
28
22
30
<0.12
1 <0.0062 1 <0.0062
1 <0.0062
1<0.0062
1 <0.0062
1 <0.0062
1 <0.0062
1 0.0062
0.013
1 <0.0062 1 <0.120
4.0062
1 <0.0062 1 0.011
<0.390
<0.390
NA
<0.390
<0.390
<0.390
<0.39
<0.390
<0.39
Tank 2SWD
1 4/2/2004
8.0
NA
NA
81
39
19680
38M
2730
0.23
0.38
5.6
<0.0083 0.14
1 1
<0.0083
1 15.1
1 8.2
0.18
-4.1
0.42
jW
0.33
12
0.26
1 <0.0082
<0.0083
PNIM <0.036
0.2 1 <0.017
8.4
0.19
26
0.17 11
<8.1
<7.9
<8.1
<7.9
NA
NA
<8.1
0.9
<8.1
<7.9
13
0.9
130
61
30
14
<8.1
<7.9
Tank 2SWE
1 4/2/2004
1 8.0
1 NA
I NA
84
1 28
1 19460
1 4400
2820
1,a
Mid -Atlantic Samples November 2017
Tank 2SWD-OI
11/21/201]
9.0
NA
NA
NA
<0.98
<12.98
<32
<32.65
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<0.0056
<0.0024
<0.0021
<0.0027
<0.0037
<0.0026
<0.0023
<0.0070
40.0027
<0.0034
Tank 2SWD 03
11/21/2017
8.0
NA
NA
NA
<1.1
<13.5
<12
<32.71
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<0.0058
0.016
0.912
<0.0028
0.013
0.03
1 <0.0024
1 <0.0073
1 0.021
0.019
Tank 25WE-01
11/21/2017
8.0
NA
I NA
NA
1 <0.83
1 310
1 96
<11
PENJOW
<11.6
NA
NA
I NA
NA
I NA
NA
I NA
NA
I NA
NA
NA
NA
I NA
I NA
I NA
I NA
I NA
NA
I NA
NA
I NA
NA
I NA
NA
I NA
NA
I NA
NA
I <O.00SI
<O.0052
1 <0.0021
1 <0.0022
1 <0.0019
1 <0.0019
1 0.037 BI
1 0.0025
1 <0.0034
1 <0.0035
0.0023
<0.0029
1 <0.0021
1 <0.0022
1 <0.0064
1 <0.0066
<0.0024
<0.0015
0.036
<0.0032
Tank 2SWE-02
11/21/2017
8.0
NA
NA
NA
<0.90
<12.4
Additional Sample From Soil Stockpile
Sail TP 4/6/2004 comp 600
29WO
87
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
I NA
I NA
NA
NA
NA
NA
NA
NA
NA
I NA
I NA
1 NA
I NA
NA
I NA
NA
NA
NA
(mg/kg) NS
Residential Standard(mg/kg) NS
NS
NS
68
939
540
15M
NS
310M
31
469
25
250
0.01
1.2
13
6.1
8.3
820
9.9
120
4.5
110
4.1
150
2.3
270
Ns
NS
0.025
58
2.6
260
17
5500
12
63
11
56
0.39
4.1
0.35
1.1
0.12
0.11
14
39
36
110
670
480
NS
940
3.1
48
134
NS
440
360
Industrial/commercial standard(mg/kg) NS
NS
24528
40000
810000
122M
3300
5.4
27
820
260
110
150
270
NS
650
260
28NO
220
180
18
21
2.1
160
21M
6000
1400D
600
1 NS
4500
NCDENR Action Level fo 50
1 100
-
-
NS: No Standard
NA: Not Analyzed
Blue highlighted data exceeds "soil to groundwater" standard
Grey/bold highlighted data exceeds "residential' standard
Green highlighed data exceeds "TPH" standard
percent dry weight rounded to nearest whole number
Soil standards are based on the NCDEQ Preliminary Soil Remediation Goals (PSRG), updated October 2017.
B: Constiuent was detected In the Method Blank
J: Estimated result between the Umit of Qua ntitation and the Detection Umit
All results are presented in milligrams per kilograms (mg/Kg)

r

Former Reed Street Grocery November 21, 2017
Concord North Carolina Page 2 of 2
View of the hand auger boring locations advanced to identify the location of the
historical southwestern sidewall of the UST #2 excavation area.
View of the hand auger boring locations advanced to identify the location of the
historical northwestern sidewall of the UST #2 excavation area.

tt25 E. Mashed Sireet
Ift Mid Atlantic Suit, rC4
04
En 8 Errv�ru nn,c nx,1 S.1— ns Ch: (98e, NC-1271
8'"cO1"g Ph: [980) 985-1271
LOG OF BORING: 2SWD-01
Page: 1 of i
Site Name: Former Reed St. Grocery Drilling/Boring Method: DPT-GeoProbe Total Boring Depth (ftj: 8
Project Number: 000111197.00 Sampling Method: Grab Top of Casing Elev. (ft): NA
Lnvironmental Drilling
Location: Concord, NC Subcontractor/Drillers: Probing Service (EDPS) Latitude: NA
Date Started: 11/21/2017 Driller : Longitude: NA
Date Completed: 11/21/2017 Monitoring Equipment: MiniRAE 3000 Geolo ist/En ineer: J. Sherrill
bL
a?
Odors
p.
Q
i
c
m
0
u
a
SOIL DESCRIPTION koior,te>tture,mniswre,eu.1
ConstructionDeatails
m
4=
2
4
6
None
0.1
12
Red, Clayey Sill, Moist, Poor cohesion, Contained micaceous flecks. Boring terminated at 8
feet bgs.
--
2
4
6
12
None
0.2
t2
------ -
12
None
0.6
12
12
None
0.3
12
12
8
8
10
12
10
12
14
14
16
16
18
18
20
20
22
22
24
24
26
26
28
28
30
30
COMMENTS: in - indicates inches N/A- indicates not applicable to this boring
ft - indicates depth in feet ppm - indicates parts per million
ft BLS - indicates feet below land surface

1125EMorehead Street
Ift Mid Atlantic 5°net°'
gmecrmg Ph: (98Ui565-1271
En a En.�.o,,.,,eneai 5o1„„n„� Charlott )S85-1271
LOG OF BORING: 2SWD-02
Page: 1 0l 1
Site Name: Former Reed St. Grocery Drilling/Boring Method: DPT-GeoProbe Total Boring Depth Jilt): 8
Project Number: 000111197.00 Sampling Method: Grab Top of Casing Elev. (ft): NA
Environmental Drilling
Location: Concord NC Subcontractor/Drillers: Probing Service (EDPS) Latitude: NA
Date Started: 11/21/2017 Driller: Longitude: NA
Date Completed: 11/21/2017 Monitoring Equipment: MiniRAE 3000 Geolo ist/En ineer: d. Sherrill
odors
a
�
c_
d
d
SOIL DESCRIPTION tcoior,texture, muisture,etc.f
ConstructionDeatails
m
V
2
4
6
8
None
0.4
12
Red, Clayey Silt, Moist, Poor cohesion, Contained micaceous flecks. Boring lemlinated at S
feet bgs.
2
4
6
8
12
None
0.2
12
12
None
03
12
12
None
03
12
12
10
10
12
12
14
14
16
16
18
18
20
20
22
22
24
24
26
26
28
28
30
30
COMMENTS: in - indicates inches N/A - indicates not applicable to this boring
ft - indicates depth in feet ppm - indicates parts per mafion
it Bis - indicates feet below land surface

I325 E. More head Street
Mid Atlantic Suite 104
Charlotte, NC 28204
rngnecrng R Ph: (980)s85.1271
LOG OF BORING: 2SWE-01
Page: 1 of 1
Site Name: Former Reed St. Grocery Drilling/Boring Method: DPT-GeoProbe Total Boring Depth (ft): 8
Project Number: 000111197.00 Sampling Method: Grab Top of Casing Elev. (ft): NA
.nvironmentall Drilling
Location: Concord, NC Subcontractor/Drillers: Probing Service (EDPS) Latitude: NA
Date Started: 11/21/2017 Driller : Longitude: NA
Date Completed: 11121/2017 Monitoring Equipment: MiniRAE 3000 Geolo ist/En ineer: d. Sherrill
Odors
¢
�
LL
c
w
o
V
c
SOIL DESCRIPTION IW.r, tei.t—, rn.ht—, etr.F
Construction Deatails
m
�
—
—
2
4
6
8
None
0.4
12
Light brown clayey sand, moist, possible fill material
2
4
6
8
12
Red clayey silt, contained micaccous flecks and organic inclusions, moist
None
0.6
12
12
Brownish orange clayey sill, moist, crumbles easily
None
1.4
12
12
Light brown sandy silt, poor cohesion, moist to dry. Boring terminated at 8 feet bgs.
None
16.9
12
12
10
10
12
12
14
14
16
16
18
18
20
20
22
22
24
24
26
26
28
28
30
30
COMMENTS: in - indicates inches N/A - indicates not applicable to this boring
ft - indicates depth in feet ppm - indicates parts per million
ft BLS - indicates feet below land surface

1125 E. Morehead Street
Mid Atlantic otte, 104
Charlotte, NC 28204
eng,neoring a Sc,r.'i os Ph: [phone]
LOG OF BORING: 2SWE-02
Page, 1 of 1
Site Name: Former Reed St. Grocery Drilling/Boring Method: DPT-GeoProbe Total Boring Depth (ft): 8
Project Number: 000H1197.00 Sampling Method: Grab Top of Casing Elev. {ft): NA
En%ironmental Drilling
Location: Concord, NC Subcontractor/Drillers: Probing Service (EDPS) latitude: NA
Date Started: 11/2112017 Driller : Longitude: NA
Date Completed: 11/21/2017 Monitoring Equipment: MiniRAE 3000 Geolo ist/En ineer: J. Sherrill
$
rr,
Odors
a
o
W
c
m
o
�
SOIL DESCRIPTION (color,texture, moisture, etc.)
ConstructionDeatails
m
2
4
6
8
None
0.5
12
Red clayey silt, contained micaceous flecks and organic inclusions, moist
--
2
4
6
8
12
None
0.6
12
--
12
Brownish orange clayey silt, moist, crumbles easily
None
0.5
]2
12
Light brown sandy silt, poor cohesion, moist to dry. Boring terminated at 8 feet bgs.
None
0.6
] 2
]2
10
10
12
12
14
14
16
16
18
18
20
20
22
22
24
26
24
26
28
28
30
30
COMMENTS: in - indicates inches N/A- Indicates not applicable to this boring
ft - indicates depth in feet ppm - indicates parts per million
ft BLS - indicates feet belew land surface

Beverly, Trudy
From: Taraban, Ron
Sent: Monday, February 13, 2023 11:14 AM
To: Beverly, Trudy; Steven Irminger
Subject: FW: [External] Incident 27786 Reed Street Grocery Concord NC
Attachments: Incident 27786 9 Reed Street Concord INC Request For NFA.pdf
Thank you
From: Steven Irminger <[e-mail]>
Sent: Friday, February 10, 2023 8:30 AM
To: Taraban, Ron <[e-mail]>
Subject: [External] Incident 27786 Reed Street Grocery Concord NC
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Good Morning Dr. Taraban!
Please find attached a request for No Further Action letter for incident 27786. Should you have any questions regarding
this submittal, please do not hesitate to contact me.
Steve Irminger
CESI
704-701-9099
1