MO-9433_40867_CA_IAR_20190109_ Initial Abatement Report

*ENGINEERING, INC.
Via: E-mail
January 9, 2019
Ms. Trudy Beverly
North Carolina Department of Environmental Quality
610 East Center Street, Suite 301
Mooresville, NC 28115
Subject: Initial Abatement Report (Revised) — Rocky River Presbyterian Church
7940 Rocky River Road, Harrisburg, NC
Shield Project No. 4190020
Latitude - North 35.307794°; Longitude - West 80.548478'
Dear Ms. Beverly,
As described to Shield Engineering, Inc. (Shield), on December 20, 2018 there was an overfill of an unknown
amount of approximately 35 to 50 gallons of heating oil #2 from a fuel delivery truck to an underground
storage tank (UST) at the Rocky River Presbyterian Church at 7490 Rocky River Road in Harrisburg, North
Carolina. The overfill caused heating oil #2 to come out of the vent pipe of the UST and displace onto the
ground. Unfortunately there was a rainfall event at the time which caused the heating oil to spread away from
the vent pipe area. Notification was made to the local fire department and subsequently to the North Carolina
Department of Environmental Quality (NCDEQ). (See the release report in Appendix A). The local Fire
Marshall also visited the site. Carolina Oil Company mobilized a cleanup crew to the church property on
December 24, 2018 to start excavation activities. Shield was requested to document the cleanup on the next
two cleanup days December 26 and 27, 2018.
Personnel from Shield's Risk Management Group arrived at the site on December 26, 2018 and assisted in
determining the extent of impacted soils remaining. We determined that there was evidence of an historical
release or releases of heating oil into the soil. We also determined that due to the UST still being in place, two
adjacent air conditioning units, and underground utilities that there were limits to the vertical extent of cleanup.
The release may have migrated slightly into the cemetery and the excavation in that direction was rightly
stopped by church personnel. The release had also entered into the furnace room through the brick wall
located adjacent to the UST. Within the furnace room, there are two floor drains that the release may have
entered. The area of discharge for these drains is unknown. On December 24 and 26, 2018 contaminated soil
was excavated and transported to Carolina Oil Company's property for staging prior to proper disposal.
Shield collected post -excavation confirmation soil samples during cleanup activities. On December 27, 2018
the oil stained walls, floor, and floor drains within the furnace room were sprayed with bioremediation fluid.
On December 27, 2018 the source area was also sprayed with a bioremediation fluid, covered with plastic
sheeting to restrict rainwater from migrating contamination from the source area impacted soils, and the entire
excavated area was backfilled. The results of the samples' analyses are "clean" below the North Carolina
Action Levels.
We recommend that when the UST is removed, which is planned by the church, that the historic release(s) and
the vertical extent of soil contamination get cleaned up.
Details are presented below:
4361 Taggart Creek Road Telephone [phone]
Charlotte, NC 28208 www.shieldengineering.com
Fax [phone]
�a

Initial Abatement Report January 9, 2019
Rocky River Presbyterian Church, Harrisburg, NC Page 2
Soil Excavation
Figure 1 shows the church's location. The latitude and longitude coordinates of the spill area are noted in the
subject line above. On December 24 and 26, 2018, soil was excavated by the cleanup crew dispatched by
Carolina Oil Company. Discolored grass and an organic vapor analyzer (OVA) were used to determine the
extent of contamination. The OVA was received from, and calibrated by, Eastern Solutions, LLC. The
cleanup crew used a mini -excavator and shovels for excavation activities. Shield assisted and documented the
cleanup. The excavation was screened with the OVA to assist in documentation and communication to the
cleanup crew when the petroleum impacted soil had been removed to a reasonable extent.
During the excavation work, grey -green, old rancid smelling soil was found in the vicinity of the fill and vent
pipes of the UST indicating that an historic release or releases had occurred. Where this historic release(s)
impacted soil comingled with the new release it was excavated. In areas around the air conditioning units and
close to the church wall where only the historic release(s) was/were evident, soil was not excavated. Also
when the top of the UST was encountered or the two underground electric utility lines in the area were
encountered, additional soil was not excavated. The release also may have migrated slightly into the cemetery
area and the excavation in that direction was rightly stopped as directed by church personnel. The soils within
the source area impacted by the new release which could not be excavated were sprayed as requested by church
personnel on December 27, 2018 with BioRem 2000, a microbe -powered bioremediation cleaning agent.
The final dimensions of the irregularly shaped excavation were approximately 90 feet long (east -west) by
approximately 20 feet wide and up to 3 feet in depth. Four post -excavation soil samples (S-1 through S-4)
were taken from areas representative of the cleaned up area. The sample locations can be seen on Figure 2.
Site Photographs can be seen in Appendix B.
Post Excavation Samnline and Analyses
The post excavation confirmation samples were collected from the base of the excavation, each in a 0-6 inch
interval. The samples were placed in laboratory containers and transported on ice under Chain -of -Custody
protocol to Pace Analytical Services, Inc. (Pace) a North Carolina Certified laboratory for analyses.
The samples were analyzed by Pace for total petroleum hydrocarbons (TPH) Diesel Range Organics (DRO)
and Gasoline Range Organics (GRO) using EPA Method 8015. These are the heating oil #2 parameters as
determined by the NCDEQ. Extra sample volume was collected for potential risk -based analyses, to be
analyzed as necessary based on initial TPH results.
Laboratory results are included in Table 1 and Appendix C. All of the results were non -detect except one
sample (S-2) which showed 33.8 milligrams per kilogram (mg/kg) of TPH DRO. The NCDEQ Action Level
for TPH DRO is 100 mg/kg, so the S-2 sample is well below the NCDEQ Action Level. Since none of the
samples were above the NCDEQ Action Levels, the samples were not additionally analyzed for the risk based
analyses.
Disposal and Site Restoration
The excavated soil was taken to Carolina Oil Company for staging and is to be properly disposed. After
excavation and spraying BioRem 2000 on the source area, the source area was covered with plastic sheeting as
requested by church personnel, to restrict rainwater from migrating contamination from the source area
impacted soils, and then the entire excavated area was backfilled. The site work was completed on December
27, 2018. The area was to be seeded and covered with straw for erosion control.
Limitations
Shield performed these environmental services at the subject site on behalf of Carolina Oil Company. Shield
has performed this scope of work as an independent contractor/consultant using reasonable care and skill in
accordance and consistent with customary industry standards of engineering, geology, and hydrogeology
*$,ff1ghD

Initial Abatement Report January 9, 2019
Rocky River Presbyterian Church, Harrisburg, NC Page 3
practices. This standard of care is the sole and exclusive standard of care that can be applied to measure
Shield's performance of the work. No other warranty, expressed or implied is made or intended by Shield.
All recommendations, findings, and conclusions, made by Shield have been made to the best of Shield's
knowledge, opinion and belief, based upon information obtained during this scope of work, and is limited by
the scope nature and type of services as agreed upon between Carolina Oil Company and Shield. Conclusions
are provided with the understanding that Shield is presenting information and not rendering legal advice. If
such advice is needed, legal counsel should be consulted. It is the responsibility of Carolina Oil Company
under advice of its counsel to notify the appropriate local, state, and/or federal public agencies as required by
law; or otherwise to disclose in a timely manner, any information that may be necessary to prevent damage to
human health, safety, or the environment.
Compliance with recommendations provided as part of this report in no way assures compliance with local,
state and/or federal laws, regulations, and/or requirements. Information was obtained from Carolina Oil
Company, Rocky River Presbyterian Church personnel, and Pace Analytical Services, LLC. This information,
to the extent that it was relied on to generate this report, is assumed to be correct and complete. The work
performed in conjunction with this report and the data developed are intended as a description of available
information at the dates and specific locations given. Shield is not responsible for inspecting, examining, or
reporting findings or recommendations with respect to any conditions that were knowingly or unknowingly
withheld, concealed, hidden, or in any way not disclosed or observable at the time of this scope of work.
Conclusions
Initial stabilization and abatement of the spill occurred on December 24, 2018. Continued excavation of
contaminated soil occurred on December 26, 2018. The post excavation analytical results were "clean," either
non -detect or below the NCDEQ Action Level using TPH-DRO and GRO analyses. The soils within the
source area impacted by the new release which could not be excavated due to encountered restrictions were
sprayed with a bioremediation fluid, as was the oil in the furnace room. The source area was then covered with
plastic sheeting to restrict rainwater from migrating contamination from the source area soils, and the entire
excavated area was backfilled.
The excavated soil was removed for proper disposal and the area has been restored. Shield recommends that
when the UST is removed, which is planned by the church, that the historic release(s) and the vertical extent of
soil contamination get cleaned up. If you have any questions regarding the content of this report, please
contact either Matt Smith or David Stoner of Shield Engineering, Inc.
Thank you,
Shield Engineering, Inc.
�M
Mat#h�w Smi
Project Manager
Attachments:
David A. Stoner,
Senior Principal
Figure 1 — Site Location Map
Figure 2 — Site Map
Table 1 — Summary of Analytical Reports -Soil Samples
Appendix A — UST-61 Release Report
Appendix B - Photo log
Appendix C — Analytical Results
cc: Buddy Waller, Carolina Oil Company — via e-mail
H:\Projects\2019\4190020-01 Carolina Oil Spill - Rocky River Presbyterian Church\Report\Revised Report. doc

FIGURES

r l .
C„
711
RiOCK RJ 'ryFFA 77 �7 ��+p■�n�-t / � - ' y `• C ■ V
_ — 1"1 L l i1 ill 717 V i4Ll
a ) 4 ]
r vSDR lAAG55 [REEK OR N liCrrf.
Eq,. _
." � •� � r � - rr'l sNi• ors .'1-- r + �; _ L'
w i� pvI i LL L�l:
sr �rnF.irr Rocky ,
River
M1,05 DR
AOL'%Y RIYE
j :R?f/!'� .�SSO� ' • r '..�`"� .`tea
VA OR
MARK CR \J `
a _ �4 f
}L !Al
ao +iw 'K
gs
JAKE revicB All 'v
N GRAPHIC SCALE
D � •� %�� 1701 TAGGART CREEK ROAD
SHIELD
'04.3t M" NC 2B20B
rga•7g4puu
SCALE: 1 in. = 2, 000 ft. MA 7w4ffeFax
ENGINEERING, INC. www ehleld°n9in -n9 wrnm
SITE LOCATION MAP
CAROLINA OIL
ROCKY RIVER PRESBYTERIAN SPILL/ 7940 ROCKY RIVER ROAD
HARRISBURG, NORTH CAROLINA
SHIELD #4190020-01
SOURCE: USGS TOPO, 7.5 MINUTE MAP, CONCORD SE QUADRANGLE, DATE : 01 /04/ 19 DRAWN BY: KJC
NORTH CAROLINA
SCALE : AS SHOWN FIGURE : 1

0
0
N
P
b
H
W
0
a
CEMETERY
STONE
WALL
LEGEND
STONE WALL
•
( S 2 `I
BENCH I— L .—.SIGN--
0 S-3 'UGE
•
• F.
— S-4 r
r , — , ---- — F,
GRASS
• SAMPLE LOCATION
— EXCAVATION AREA / SPILL PATHWAY
UST (APPROXIMATE LOCATION/SIZE)
- UGE - UNDERGROUND ELECTRIC LINE
NOTES:
1. MAP BASED ON FIELD SKETCH.
2. ALL LOCATIONS ARE APPROXIMATE.
A/C-J
UNITS FILL -
PORT
CEMETERY
FURNACE ROOM
(PART BELOW GRADE)
VENT
PIPE
ROCKY RIVER
PRESBYTERIAN CHURCH
TO ROCKY
RIVER ROAD
PARKING LOT
ANC B
SHIELD ROAD
ENGINEERING, INC. wwws^1elde^9—ef,g—
SITE MAP
CAROLINA OIL
ROCKY RIVER PRESBYTERIAN SPILL / 7940 ROCKY RIVER
HARRISBURG, NORTH CAROLINA
SHIELD #4190020-01
DATE : 01 /04/19 DRAWN BY: KJC
SCALE : 1:20 FIGURE : 2

TABLES

Table 1
Summary of Analytical Results -Soil Samples
Rocky River Presbyterian Spill
Harrisburg, Cabarrus County, North Carolina
Project Number: 4190020
Analytical Method --->
EPA 8015
m
c
�
a�
cyi
p 2 .
c
co
to
O
Analyte --->
c O
o
a 0 0
d-0 N
0
0
0 0
NCDENR Action Level m /k
50
100
Field
Sample ID
Date
Screening
mg/kg
mg/kg
Collected
(ppm)
S-1
12/26/2018
1.2
ND
ND
S-2
12/26/2018
10.6
ND
33.8
S-3
12/26/2018
0.3
ND
ND
S-4
12/26/2018
3.4
I
ND
I
ENDL_
LI
Notes:
mg/kg = milligrams per kilogram
ppm = parts per million with organic vapor analyzer (OVA)
ND = Not detected at or above laboratory reporting limits.
H:\Projects\2019\4190020-01 Carolina Oil Spill - Rocky River Presbyterian Church\Report\Table 1.xlsx Page 1 of 1

UST-G 1
24-Hour Release and UST Leak Reporting Form.
For Releases This form should be completed and submitted to the UST Section's regional office following a known or suspected release from
an underground storage tank (UST) system. This form is required to be submitted within 24 hours of discovery of a known or
in NC suspected release
(DWM USE ONLY)
Suspected Contamination? (Y/N) Y
Facility ID Numberur.- [,n►mpsa.��
Incident # Risk (H,I,L,U)
Confirmed GW Contamination? (Y/N)K
Date Leak Discovered
Received On Received By
Confirmed Soil Gontam€nation ?(YIN)
CommlNon-Commercial? _ .DA
Reported by (circle one): Phone, Fax or Report
Samples Taken?(YIN)
ReglNon-regulated? VA ❑ -r
Region
Free Product? (YIN)]` If Yes, State Greatest
Thickness
INCIDENT DESCRIPTION
Incident Name:
Ra `a e� �C'� y � r . i..�q t✓ �y 3,
County: Ga
Address: q Li
Vo
Regional Office (circle one): Asheville, oaresvil Fayetteville,
City/Town: l I `
Zip Code:Z �02S
Raleigh, Washington, Wilmington, Winston-Salem
Latitude (decimal degrees): }.( 35. � C)77 9 y v Longitude (decimal degrees) : W S O. Sy 8 Li 7 Hu
Obtained by:
❑ GPS
Briefly describe suspected or confirmed release: (including but not limited to: nature of release, date of release, amount
of release, amount of free product present and recovery efforts initial res onses conducted, im acts to receptors)
12/ 20/18 overfill of an unknown amount, approximately 35-50 gallons, of heating oil #2 from a Carolina Oil fuel delivery truck to an
❑ Topographic map
underground storage tank (UST) at the church. Healing oil 42 came out of the vent pipe of the UST to the ground. Rain caused the
❑ GIS Address matching
heating oil to spread from the source area. Release also entered the furnace room through the brick wall adjacent to the UST. In the
furnace room, there are 2 Floor drains that the release may have entered and the discharge for these drains is unknown. Verbal
U Other aEc,r4--
notification was made to the local fire department and subsequently to the NCDEQ. A cleanup crew conducted excavation activities
on 12/24-26/18. Shield Engineering documented the remaining cleanup on 12/26 & 27/18. Evidence of an historical release or releases
❑Unknown
of heating oil into the soil was/were found. Due to UST still in place, 2 adjacent air conditioning units, & underground utilities there
were limits to the vertical extent of cleanup. Impacted soil was excavated. Remaining source area soils were sprayed with
Describe location:
bioremediation fluid, covered with plastic sheeting & the excavated area was backfilled The oil stained walls, Floor, & floor drains
within the furnace room were sprayed with bioremediation fluid. Post -excavation soil samples were collected and analyzed. The
results of the samples' analyses are "clean" below the North Carolina Action Levels
HOW RELEASE WAS DISCOVERED (Release code)
(Check one)
❑ Release Detection Equipment or Methods Visual/Odor ❑ Groundwater Contamination
❑ During UST Closure/Removal ❑ Water in Tank ❑ Surface Water Contamination
❑ Property Transfer ❑ Water Supply Well Contamination ❑ Other (specify)
SOURCE OF CONTAMINATION
Source of Release Cause of Release Type of Release Product Type Released
(Check one to indicate primary (Check one to indicate primary (Check one) (Check one to indicate primary product type
source) cause) released)
❑ Tank ❑ Spill &fPetroleum ❑ Gasoline/ Diesel/ ❑ Diesel/Veg. Oil
Kerosene Blend
❑ Piping Overfill ❑Non -Petroleum [Heating
Oil ❑ Vegetable Oil 100%
❑ Dispenser ❑ Corrosion ❑ Both ❑ Other Petroleum ❑ E10—E20
I❑ Submersible Turbine Pump ❑ Physical or Mechanical Products
❑ E21 E84
—
r Damage Location ❑ Metals
LYJ Delivary Problem ❑ Install Problem (Check one) ❑ Other Inorganics ❑ E85 — E99
❑ Other ❑ Other ❑ Other Organics ❑ Ethanol 100%
❑Facility
❑ Unknown
❑ Unknown ❑ Residence ❑ E01 — E09
Definitions presented on reverse Definitions presented on reverse ❑ Other
Ownership
1. Municipal 2. Military 3. Unknown 4. Private . Federal 6. County7. State C_J,1r.J,
Operation Type
1. Public Service 2. Agricultural 3. Residential 4. Educati elig. 5. Industrial 6. Commercial 7. Mining
UST Form 61 (02108) Pagel of 2

IMPACT ON DRINKING WATER SUPPLIES
Water Supply Wells Affected? 1. Yes 2. No 3. Unknown
l
Number of Water Supply Wells Affected
�O
7�7d w +..� S.+ l w�1>s Ss.�� �-�� i�it�-� •v-.
Water Supply Wells Contaminated: (Include Users Names, Addresses and Phone Numbers. Attach ad itional sheet if necessary) - ti.t e-eK.-A Prc-r
2.
3.
UST SYSTEM OWNER
UST Owner/Company
1
e-S
Point of Contact
Address
1
—/ l U
City
State
Zip Code
Telephone Number
1`H
►AC—
2-90Zs
°ISO-329-622S-
UST SYSTEM OPERATOR
UST Operator/Company
Address
1��t i ;✓er �r�S� der. L
f
79t O
City State
Zip Code
Telephone Number
14ctrr,-_v L
-2g U ZS`
7t't(- Sal - 77 $ 1
LANDOWNER AT LOCATION
OF UST INCIDENT
Landowner
Address
dddress
�
"JCM
7re'J
Cityk
State
Zip Code
Telephone Number
l 11
Draw Sketch of Area (showing two major road intersections) o ac ap
Person Reporting Incident 0.,,; St., Company S k; 6S E � �,v�u ;,� L r� Telephon � -?Iq �
Title S r. p, t n �: 4 ` Address
UST Form 61 (02/08) ewe aK%' �° :• Page 2 of 2
Definitions of Sources
Tank: means the tank that stores the product and is part of the underground storage tank system k7;''_f
Piping: means the piping and connectors running from the tank or submersible turbine pump to the dispenser or other end-usc uipmcfiU'(Vdnt, vapor recovery, or fill
lines are excluded.) t i
Dispenser: includes the dispenser and the equipment used to connect the dispenser to the piping (e.g., a release from a suction py"ft-fitM components located above
the shear valve)
Submersible Turbine Pump (STP) Area includes the submersible turbine pump head (typically located in the tank sump), the line leak detector, and the piping that
connects the submersible turbine pump to the tank
Delivery Problem: identifies releases that occurred during product delivery to the tank. (Typical causes associated with this source arc spills and overfills.)
Other: serves as the option to use when the release source is known but does not fit into one of the preceding categories (e.g., for releases from vent lines, vapor
recovery lines, and fill lines)
Unknown: identifies releases for which the source has not been determined
Definitions of Causes
Spill: use this cause when a spill occurs (e.g., when the delivery hose is disconnected from the tank fill pipe or when the nozzle is removed from the dispenser)
Overfill: use when an overfill occurs (e.g., overfills may occur from the fill pipe at the tank or when the nozzle fails to shut off at the dispenser)
Physical or Mechanical Damage: use for all types of physical or mechanical damage, except corrosion (e.g., puncture of tank or piping, loose fittings, broken
components, and components that have changed dimension)
Corrosion: use when a metal tank, piping, or other component has a release due to corrosion (e.g., for steel, corrosion takes the form of rust)
Installation Problem: use when the problem is determined to have occurred specifically because the UST system was not installed properly
Other: use this option when the cause is known but does not fit into one of the preceding categories (e.g., putting regulated substances into monitoring wells)
Unknown: use when the cause has not been determined

11ARIUSBURGr� �'�
` a7'�/` rr 5
L w
p h1013 f,RElN DR 3i wrry„a !� � � � M1f � j ��71
`4P � DR.49 f y1lL'
i •e I
1r IZ4C�Q' '1 'All
r
N River
wlIt IS ae d
R6CFY RIVER RO
hl
.1:
MARK PR $
Yf
0"Wa00 R� hY1
�7
DI QL [R[Lk fRL
a 1 I I
y �,,,.,7l[• SANE fUCNFR RO
G4p0 +MY+e:� R+1
'3•
a�
GRAPHIC SCALE
iy 1.wj ],O �ra YN.09ia301 TAGGART CREEK ROAD
SHIELD [RAM OT I'E. NC 2920E
SCALE: 1 in. = 2,000 ft. rp� W 6fta rep
ENGINEERING, INC. 07.1d°^9
SITE LOCATION MAP
CAROLINA OIL
ROCKY RIVER PRESBYTERIAN SPILL/ 7940 ROCKY RIVER ROAD
HARRISBURG, NORTH CAROLINA
SHIELD 94190020-01
SOURCE: USGS TOPO, 7.5 MINUTE MAP, CONCORD SE QUADRANGLE, DATE : 01 /04/ 19 DRAWN BY : KJC
NORTH CAROLINA
SCALE : AS SHOWN I FIGURE : 1

CEMETERY
STONE
WALL
I • I STONE WALL
—1 r S-2 I .
BLNCH 1 —,SIGN-
9 S-3 ? S-1 UGE
•
? UG
L~ S-4 --
GRASS
J
J
d
N
J
a LEGEND
SAMPLE LOCATION
S — — — EXCAVATION AREA / SPILL PATHWAY
0
UST (APPROXIMATE LOCATION/SIZE)
P
UGE — UNDERGROUND ELECTRIC LINE
0
NOTES:
co 1. MAP BASED ON FIELD SKETCH,
a 2. ALL LOCATIONS ARE APPROXIMATE.
UNITS FILL —
PORT
CEMETERY
? FURNACE ROOM
(PART BELOW GRADE)
VENT
PIPE
ROCKY RIVER
PRESBYTERIAN CHURCH
TO ROCKY PARKING LOT
RIVER ROAD
01 ac zeae eRono
SHIELD
vm
ENGINEERING, INC. �N*haaa^9^eBf'^am
SITE MAP
CAROLINA OIL
ROCKY RIVER PRESBYTERIAN SPILL / 7940 ROCKY RIVER ROAI
HARRISBURG, NORTH CAROLINA
SHIELD #4190020-01
DATE :
01/04/19
DRAWN BY: KJC
SCALE :
1:20
FIGURE : 2

�TWITTY
�! 5527215067
WSW-9
i
t
1
ROCKY RIVER
j \
0 j` PRESBYTHERIAN / W5W-8
CHURCH /
\ r 5527218538
LINKER
WSW-2 / 5527309612 ti
{ / 4
1 j ��' �WSw•i
#WSW-7
O730227 �r
'" -• SIT
KELLY 5527401148
#WSW-4
WSW s
LINKER r�
! ti. 5526390328
,n7b114;i7
1 #WSW-5 --f7 WSW-6;
� J
DAVIDSON
5526496736
LEGEND
O
N
5527218538
SITE SOURCE
WATER SUPPLY WELL
PROPERTY IDENTIFICATION NUMBER
NOTES:
1. REFERENCE SEI PROFESSIONAL SERVICES, P.C. FIGURE
AND CABARRUS COUNTY, NORTH CAROLINA GIS
2. ALL LOCATIONS ARE APPROXIMATE.
GRAPHIC SCALE
n 1 200 10
SCALE: 1 in, = 3001t,
Nbt �� riC zet noao
REEK HIELD
1, 500' RADIUS MAP
ROCKY RIVER GROCERY
7939 ROCKY RIVER ROAD
CONCORD, NORTH CAROLINA
SHIELD #1090006
DATE :
03/30/09
DRAWN BY: RBS
SCALE :
AS SHOWN
FIGURE: 3

\
\
\
/
\
\
/
/
/
\
(
CO
&
«
6
w
6
a
w
w
§
#
\\\
/
/
cn
\
/
-14
m
ƒ//
\
0
\
\
j
0
j
\
§
§ \
S
$
/
%
S
E
q
$
c
/ _ ®
%
%yy
\A/
y
y
/
x
®T
m2
I
2
@
=
oCT
a
,
07
E
)
m
2
§
§
)
)
5E5.
D\<\$
n
\
ƒ\
\\
\
/
3
w�z<)
K
0)
E�
0
2
e
k\}@§m
{
}
a
k
£
=o=§E
S.
§
n!
n%
J
2
.
#
(D
N.
{
/
3
\
I
,
p
a
=
c
g
]
/
2
0
co @
w
w
J
Oo
\
\
2
&
0
CZ
\
0 J
A
\
%
/
\
%
R
/
ƒ
ƒ
ƒ
CL
/
§
\
f
/
f
f
77 <
\
/
$ 2 / 0
a =-
\_
o
{
f
e
<
/
n
<
n
G
3
(
§
°
m
a £ g. o a
/
G
ƒ
{
{
CD
k f
E
§
0
;
E
m
m
ƒ
f
(.0o
-- 5 U 5 2° 8
m±
0
_/
0
k
±
\ 2ƒ[ 0
\
=
E
_
ƒ 2 g / * $ ®
%/ m\< /ƒ
7
-a/
7
=
c
c
z
z
c
\
f
E
\
{
§
\
>
>
% f
% / o ® % 0 m
E
E
E
E
2 0 6 2* 0
2 / % \ E G q
$
o a c a
c
/
c
c
§
/
k
k
\
~
? $
z
=?
? m
IZ
f
° ƒ
c
c
c
c
_
_
c
c
E
t
f
{
f
f
f
i
§
i
/
o
&-\
pi'Ew
_m
ƒ
E
Fn:}
2ƒz
$/
z
Q7
« ,
g ;
0Er0CD
E _
° =
e m
E
�om=oo
° =
S = I
/
/
CD ®2§c�g�2E22a®�®-2
]
°
\Wa�§@\q�=�%777/am
Q/
3
2»,&,
]
cn
;;
n o
m
o
�
k
:.
I
m
CD
a!e
CD
0
&2;mE
j3
U)
(D
0
0-
}
ƒ�\
2
2o0
(D
2�/[
CD`
CDm
CD 0
\//
/
CO
0
3
3
$
0
0
0
%°/
0
0
0
0
0
0
0
0
0
= m
Q ) /
:--&e

Shp 33
F
16
I JKL.
r
31 I?
'A L
7
On
El

1 � �
� � ♦__ �.

Photo Log
Excavated Source Area.
Underground Electrical Lines Exposed During Excavation.
*$JWKjkP

Photo Log
Extent of Spill Pathway and Excavation.
Extent of Excavation into the Cemetery.
*$Jkik�p

Photo Log
Source Area Covered with Plastic Sheeting.
Hand Backfilling around the UST and Fill Port.
ENGINEERING. INC.

Photo Log
.ri .
�� T
Backfilled Source Area.
Stained Brick Wall and Floor in the Furnace Room.
ENGINEERING, INC.

Photo Log
'; 41 •I
4.r
I
_ f
7
o'
4'
Spill Flow Pathway in Furnace Room. Western Floor Drain.
Orr
Iz
qa_
2
Eastern Floor Drain in Furnace Room.
ENGINEERINCs, INC.

APPENDIX C

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
January 02, 2019
Mr. David Stoner
Shield Engineering
4301 Taggart Creek Road
Charlotte, NC 28208
RE: Project: Presbyterian Church
Pace Project No.: 92412228
Dear Mr. Stoner:
Enclosed are the analytical results for sample(s) received by the laboratory on December 27, 2018.
The results relate only to the samples included in this report. Results reported herein conform to the
most current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual,
where applicable, unless otherwise noted in the body of the report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
1#�A"
Nicole Gasiorowski
[e-mail]
[phone]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 15

acmnalytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Project: Presbyterian Church
Pace Project No.: 92412228
Charlotte Certification IDs
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
Louisiana/NELAP Certification # LA170028
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
CERTIFICATIONS
South Carolina Certification #: 99006001
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Virginia/VELAP Certification #: 460221
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 15

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SAMPLE ANALYTE COUNT
Project:
Pace Project No.:
Presbyterian Church
92412228
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
92412228001
S-1
EPA 8015C Modified
SEM
2
PASI-C
EPA 8015C Modified
LMB
2
PASI-C
ASTM D2974-87
KDF
1
PASI-C
92412228002
S-2
EPA 8015C Modified
SEM
2
PASI-C
EPA 8015C Modified
LMB
2
PASI-C
ASTM D2974-87
KDF
1
PASI-C
92412228003
S-3
EPA 8015C Modified
SEM
2
PASI-C
EPA 8015C Modified
LMB
2
PASI-C
ASTM D2974-87
KDF
1
PASI-C
92412228004
S-4
EPA 8015C Modified
SEM
2
PASI-C
EPA 8015C Modified
LMB
2
PASI-C
ASTM D2974-87
KDF
1
PASI-C
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 3 of 15

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
PROJECT NARRATIVE
Project: Presbyterian Church
Pace Project No.: 92412228
Method: EPA 8015C Modified
Description: 8015 GCS THC-Diesel
Client: Shield
Date: January 02, 2019
General Information:
4 samples were analyzed for EPA 8015C Modified. All samples were received in acceptable condition with any exceptions noted below
or on the chain -of custody and/or the sample condition upon receipt form (SCUR) attached at the end of this report.
Hold Time:
The samples were analyzed within the method required hold times with any exceptions noted below.
Sample Preparation:
The samples were prepared in accordance with EPA 3546 with any exceptions noted below.
Initial Calibrations (including MS Tune as applicable):
All criteria were within method requirements with any exceptions noted below.
Continuing Calibration:
All criteria were within method requirements with any exceptions noted below.
Surrogates:
All surrogates were within QC limits with any exceptions noted below.
Method Blank:
All analytes were below the report limit in the method blank, where applicable, with any exceptions noted below.
Laboratory Control Spike:
All laboratory control spike compounds were within QC limits with any exceptions noted below.
Matrix Spikes:
All percent recoveries and relative percent differences (RPDs) were within acceptance criteria with any exceptions noted below.
Duplicate Sample:
All duplicate sample results were within method acceptance criteria with any exceptions noted below.
Additional Comments:
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 4 of 15

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
PROJECT NARRATIVE
Project: Presbyterian Church
Pace Project No.: 92412228
Method: EPA 8015C Modified
Description: Gasoline Range Organics
Client: Shield
Date: January 02, 2019
General Information:
4 samples were analyzed for EPA 8015C Modified. All samples were received in acceptable condition with any exceptions noted below
or on the chain -of custody and/or the sample condition upon receipt form (SCUR) attached at the end of this report.
Hold Time:
The samples were analyzed within the method required hold times with any exceptions noted below.
Sample Preparation:
The samples were prepared in accordance with EPA 5030B with any exceptions noted below.
Initial Calibrations (including MS Tune as applicable):
All criteria were within method requirements with any exceptions noted below.
Continuing Calibration:
All criteria were within method requirements with any exceptions noted below.
Surrogates:
All surrogates were within QC limits with any exceptions noted below.
Method Blank:
All analytes were below the report limit in the method blank, where applicable, with any exceptions noted below.
Laboratory Control Spike:
All laboratory control spike compounds were within QC limits with any exceptions noted below.
Matrix Spikes:
All percent recoveries and relative percent differences (RPDs) were within acceptance criteria with any exceptions noted below.
Duplicate Sample:
All duplicate sample results were within method acceptance criteria with any exceptions noted below.
Additional Comments:
This data package has been reviewed for quality and completeness and is approved for release.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 5 of 15

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Presbyterian Church
Pace Project No.: 92412228
Sample: S-1 Lab ID: 92412228001 Collected: 12/26/18 15:00 Received: 12/27/18 13:20 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8015 GCS THC-Diesel
Analytical Method: EPA 8015C Modified Preparation Method: EPA 3546
Diesel Range Organics(C10-C28)
ND mg/kg 6.8 1 12/27/18 16:34
12/28/18 11:27
Surrogates
n-Pentacosane (S)
78 % 33-129 1 12/27/18 16:34
12/28/18 11:27 629-99-2
Gasoline Range Organics
Analytical Method: EPA 8015C Modified Preparation Method: EPA 5030B
Gas Range Organics (C6-C10)
ND mg/kg 8.8 1 12/30/18 10:35
12/30/18 12:45
Surrogates
4-Bromofluorobenzene (S)
93 % 63-130 1 12/30/18 10:35
12/30/18 12:45 460-00-4
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
25.8 % 0.10 1
12/27/18 17:49
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /02/2019 12:52 PM without the written consent of Pace Analytical Services, LLC. Page 6 of 15

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Presbyterian Church
Pace Project No.: 92412228
Sample: S-2 Lab ID: 92412228002 Collected: 12/26/18 16:24 Received: 12/27/18 13:20 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8015 GCS THC-Diesel
Analytical Method: EPA 8015C Modified Preparation Method: EPA 3546
Diesel Range Organics(C10-C28)
33.8 mg/kg 6.4 1 12/27/18 16:34
12/28/18 11:51
Surrogates
n-Pentacosane (S)
79 % 33-129 1 12/27/18 16:34
12/28/18 11:51 629-99-2
Gasoline Range Organics
Analytical Method: EPA 8015C Modified Preparation Method: EPA 5030B
Gas Range Organics (C6-C10)
ND mg/kg 8.4 1 12/30/18 10:35
12/30/18 13:13
Surrogates
4-Bromofluorobenzene (S)
94 % 63-130 1 12/30/18 10:35
12/30/18 13:13 460-00-4
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
21.0 % 0.10 1
12/27/18 17:50
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /02/2019 12:52 PM without the written consent of Pace Analytical Services, LLC. Page 7 of 15

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Presbyterian Church
Pace Project No.: 92412228
Sample: S-3 Lab ID: 92412228003 Collected: 12/26/18 16:30 Received: 12/27/18 13:20 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8015 GCS THC-Diesel
Analytical Method: EPA 8015C Modified Preparation Method: EPA 3546
Diesel Range Organics(C10-C28)
ND mg/kg 6.7 1 12/27/18 16:34
12/28/18 11:51
Surrogates
n-Pentacosane (S)
82 % 33-129 1 12/27/18 16:34
12/28/18 11:51 629-99-2
Gasoline Range Organics
Analytical Method: EPA 8015C Modified Preparation Method: EPA 5030B
Gas Range Organics (C6-C10)
ND mg/kg 7.0 1 12/30/18 10:35
12/30/18 13:41
Surrogates
4-Bromofluorobenzene (S)
85 % 63-130 1 12/30/18 10:35
12/30/18 13:41 460-00-4
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
24.4 % 0.10 1
12/27/18 17:50
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /02/2019 12:52 PM without the written consent of Pace Analytical Services, LLC. Page 8 of 15

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Presbyterian Church
Pace Project No.: 92412228
Sample: S-4 Lab ID: 92412228004 Collected: 12/26/18 16:36 Received: 12/27/18 13:20 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8015 GCS THC-Diesel
Analytical Method: EPA 8015C Modified Preparation Method: EPA 3546
Diesel Range Organics(C10-C28)
ND mg/kg 6.9 1 12/27/18 16:34
12/28/18 12:15
Surrogates
n-Pentacosane (S)
76 % 33-129 1 12/27/18 16:34
12/28/18 12:15 629-99-2
Gasoline Range Organics
Analytical Method: EPA 8015C Modified Preparation Method: EPA 5030B
Gas Range Organics (C6-C10)
ND mg/kg 9.4 1 12/30/18 10:35
12/30/18 14:09
Surrogates
4-Bromofluorobenzene (S)
87 % 63-130 1 12/30/18 10:35
12/30/18 14:09 460-00-4
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
26.5 % 0.10 1
12/27/18 17:50
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /02/2019 12:52 PM without the written consent of Pace Analytical Services, LLC. Page 9 of 15

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Presbyterian Church
Pace Project No.: 92412228
QC Batch: 450199 Analysis Method: EPA 8015C Modified
QC Batch Method: EPA 5030E Analysis Description: Gasoline Range Organics
Associated Lab Samples: 92412228001, 92412228002, 92412228003, 92412228004
METHOD BLANK: 2463627 Matrix: Solid
Associated Lab Samples: 92412228001, 92412228002, 92412228003, 92412228004
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Gas Range Organics (C6-C10) mg/kg ND 6.0 12/30/18 11:49
4-Bromofluorobenzene (S) % 78 63-130 12/30/18 11:49
LABORATORY CONTROL SAMPLE:
2463628
Spike LCS
LCS
% Rec
Parameter
Units
Conc. Result
% Rec
Limits
Qualifiers
Gas Range Organics (C6-C10)
mg/kg
49.7 43.8
88
70-130
4-Bromofluorobenzene (S)
%
83
63-130
MATRIX SPIKE SAMPLE:
2463629
92412228001 Spike
MS
MS
% Rec
Parameter
Units
Result Conc.
Result
% Rec
Limits Qualifiers
Gas Range Organics (C6-C10)
mg/kg
ND 73
62.4
85
40-155
4-Bromofluorobenzene (S)
%
81
63-130
SAMPLE DUPLICATE: 2463630
92412228004 Dup
Parameter
Units
Result Result
RPD
Qualifiers
Gas Range Organics (C6-C10)
mg/kg
ND ND
4-Bromofluorobenzene (S)
%
87 86
1
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /02/2019 12:52 PM without the written consent of Pace Analytical Services, LLC. Page 10 of 15

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Presbyterian Church
Pace Project No.: 92412228
QC Batch: 449855 Analysis Method: EPA 8015C Modified
QC Batch Method: EPA 3546 Analysis Description: 8015 Solid GCSV
Associated Lab Samples: 92412228001, 92412228002, 92412228003, 92412228004
METHOD BLANK: 2462351 Matrix: Solid
Associated Lab Samples: 92412228001, 92412228002, 92412228003, 92412228004
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Diesel Range Organics(C10-C28) mg/kg ND 5.1 12/28/18 10:15
n-Pentacosane (S) % 76 33-129 12/28/18 10:15
LABORATORY CONTROL SAMPLE:
2462352
Spike LCS
LCS
% Rec
Parameter
Units
Conc. Result
% Rec
Limits
Qualifiers
Diesel Range Organics(C10-C28)
mg/kg
66 52.5
80
43-130
n-Pentacosane(S)
%
84
33-129
MATRIX SPIKE SAMPLE:
2462353
92412228003 Spike
MS
MS
% Rec
Parameter
Units
Result Conc.
Result
% Rec
Limits Qualifiers
Diesel Range Organics(C10-C28)
mg/kg
ND 87.9
67.5
73
10-130
n-Pentacosane(S)
%
73
33-129
SAMPLE DUPLICATE: 2462354
92412228004 Dup
Parameter
Units
Result Result
RPD
Qualifiers
Diesel Range Organics(C10-C28)
mg/kg
ND ND
n-Pentacosane (S)
%
76 68
13
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /02/2019 12:52 PM without the written consent of Pace Analytical Services, LLC. Page 11 of 15

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Presbyterian Church
Pace Project No.: 92412228
QC Batch: 449861 Analysis Method: ASTM D2974-87
QC Batch Method: ASTM D2974-87 Analysis Description: Dry Weight/Percent Moisture
Associated Lab Samples: 92412228001, 92412228002, 92412228003, 92412228004
SAMPLE DUPLICATE: 2462380
35438559001 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 17.3 17.0 2
SAMPLE DUPLICATE: 2462381
92412235001 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 28.1 23.0 20
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /02/2019 12:52 PM without the written consent of Pace Analytical Services, LLC. Page 12 of 15

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALIFIERS
Project: Presbyterian Church
Pace Project No.: 92412228
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI -The NELAC Institute.
LABORATORIES
PASI-C Pace Analytical Services - Charlotte
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /02/2019 12:52 PM without the written consent of Pace Analytical Services, LLC. Page 13 of 15

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project:
Pace Project No.:
Presbyterian Church
92412228
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Batch
92412228001
S-1
EPA 3546
449855
EPA 8015C
Modified
449931
92412228002
S-2
EPA 3546
449855
EPA 8015C
Modified
449931
92412228003
S-3
EPA 3546
449855
EPA 8015C
Modified
449931
92412228004
S-4
EPA 3546
449855
EPA 8015C
Modified
449931
92412228001
S-1
EPA 5030B
450199
EPA 8015C
Modified
450205
92412228002
S-2
EPA 5030B
450199
EPA 8015C
Modified
450205
92412228003
S-3
EPA 5030B
450199
EPA 8015C
Modified
450205
92412228004
S-4
EPA 5030B
450199
EPA 8015C
Modified
450205
92412228001
S-1
ASTM D2974-87
449861
92412228002
S-2
ASTM D2974-87
449861
92412228003
S-3
ASTM D2974-87
449861
92412228004
S-4
ASTM D2974-87
449861
Date: 01/02/2019 12:52 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 14 of 15

N �
{Y
N
R�
N�
O
g
OD
OD
•a
o
�
�
D
D
r
a _
N
0
3
3
z
N
N -
N
,
00
+
m
r
A
c
11
11
S
m
m
rn
ro
v
r
4
m
s
n
z
c
eZ
n
m
m
m
m
c
o
n
z
0
ro
z
m
m
n
m
• �
a,
C
�
A
m
i�
v
n
m
1
m
0
v
n
n
~
m
O
z
rn
n
a
Q
m
11 mommmi1
Received on
(YIN)
p
uslO y
C
Sealed
o_
R
Cooler
y
Y!N
z
Samples
N
Inlacl
\
(YIN)
~ n A 1 w N I - I ITEM #
N
w N rn
W
ngP�ocnv��9�
�Ov
m
MATRIX CODE (see valid codes to left)
SAMPLE TYPE (G-GRAB C=CCMP)
o
m
m
�
m
o
m
z
m
SAMPLE TEMP AT COLLECTION
-
0 OF CONTAINERS
Unpreserved
H2504
HNO3
-n
HCl �'
to
NaOH v
Na2S203 m
rA
'
Methanol
Other
Analyses Test Y!
X
X
X 8260
x
X
x 8270
x
x
x VPH
X
x
x EPH
x
x
X nRo
x
x
x GRO
R— H-1 m i-n �— rvmn
�V
N
S
v N
4
3 a A
H
C 3
a
�
'7� a n
O
Z
C7
'112%\
m
C0
a o
3
�
n
m
�
v
x
a
r 0
m =
aD
41
C Z
o O
C
m m m a n N
p n
n
a2.
N d 0� O
0 0, co.
�C/�
N V/
m—i
m rf0, m w o
mO
iL a3i N L
6 ❑
v f p
r'
°D
c 0
s
01
z rt
v I
--I
� �•
o
o
�
to
K (�
tv
C
°
ro CD
n. y
3
❑
O
a n
,a
n
0
CD
ID 7
rG r•h
,1
v
n
n
C
d
fa
�
A
01
C
A ej
r, o
0
a q
O A
3 n
O
Page 15 of 15

Beverly, Trudy
From:
Sent:
To:
Beverly, Trudy
Friday, January 11, 2019 11:01 AM
Matthew Smith
Subject: RE: [External] Rocky River Presbyterian Church
Hey Matt,
The report will be reviewed after it comes into the office.
Have a great weekend,
Trudy
DE
unRTF j c:nRrn iNn �'�
negartment of Environmental Quality
TIn* i*-, Lam.
W�; &k&�X OfFism Mm4pam
UST Sva6u, lUwudk Offim
C" 2SS-2182 (O
D*Max"oe�ra ,
Email correspondence to and from this address is subject W the
North Carolina Public Records Law and may be disclosed io third Patties,
Office Mailing Address:
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Branch's Underground Storage Tanks Website Address: https://deg.nc.gov/about/divisions/waste-management/ust
Branch's Above Ground Storage Tanks Website Address: https://deg.nc.gov/about/divisions/waste-management/ust/ast-
program
INTERACTIVE MAPS WITH DWM SITES AND PERMITTED FACILITIES:
https://deg.nc.gov/about/divisions/waste-management/waste-management-rules-data/waste-management-gis-maps
File Review Procedures:
https://deg.nc.gov/about/divisions/waste-management/ust/file-review-procedures#mooresville-regional-office
ONLINE ACCESS TO UST SECTION DOCUMENTS (Laserfiche):
https://edocs.deg.nc.gov/WasteManagement/Search.aspx
Document Submittal & UST File Names for Laserfiche Policies:
https://files.nc.gov/ncdeg/Waste%20Management/DWM/UST/Corrective%20Action/Electronic%20Document%20Submitta
l%20Memo%20Update.pdf
https://files.nc. gov/ncdeq/Waste%20Management/DWM/UST/Corrective%20Action/UST%20file%20names%20for%20Las
erfiche.docx
From: Matthew Smith [mailto:[e-mail]]
Sent: Friday, January 11, 2019 10:56 AM
To: Beverly, Trudy <[e-mail]>
Subject: [External] Rocky River Presbyterian Church

External email. Do not click links or open attachments unless you verified. Send all suspicious email as an
attachment to [e-mail]
Hey Trudy,
I just wanted to touch base with you on this site since both parties, Carolina Oil and Rocky River Presbyterian
Church, are trying to keep open correspondence between each other on any further requirements for this
project. The hardcopy of our report should go out today so I'm assuming it will get to your office early next
week. Based on the knowledge that you have on this release and other information that has been conveyed to
you by David Stoner, do you currently have an idea of steps that may be required, if any, to move this project
toward closure or will you wait until you review the hardcopy to make any decisions? If the latter of the two,
what would be the rough timeframe on receiving your decision for course of action once you have reviewed the
report?
Thanks for any information you can provide at this time!
Matthew T. Smith
Project Manager
4*�,
ENGINEERING_ INC.
4301 Taggart Creek Road
Charlotte, NC 28208
Office: [phone]
Fax: [phone]
Cell: [phone]
Website: www.shieldengineering.com
Don't forget to visit our new website and sign up for our newsletter and stay up-to-date on what's
going on at Shield Engineering! Click the following link to sign up (httpT//ee//eepurl.com/bb5mMn).

Beverly, Trudy
From:
David Stoner <[e-mail]>
Sent:
Tuesday, January 22, 2019 9:09 AM
To:
Beverly, Trudy
Cc:
[e-mail]; Matthew Smith
Subject:
[External] RE: Rocky River Presbyterian Church
Thank you Trudy. Keep me posted on what the NCDEQ will require at this site after you review our report and discuss it
with your group's supervisor, Ron Taraban.
Regards,
David
David A. Stoner, P.G., P.E.
Sr. Principal/Vice President
Shield Engineering, Inc.'s Risk Management Group
4301Taggart Creek Rd.
Charlotte, NC 28208
ph. [phone]
fax [phone]
e-mail DStoner@ShieldEn ing eering com
Shield Engineering's Action Environmental Group is now Shield Engineering's Risk Management Group with
additional expertise and service lines!
Don't forget to visit our new website and sign up for our newsletter and stay up-to-date on what's going on
at Shield Engineering! Click the following link to sign up (http://eepurl.com/bb5mMn).
This message is intended only for the use of the addressee and may contain information that is PRIVILEGED and CONFIDENTIAL,
and/or may contain ATTORNEY WORK PRODUCT. If you are not the intended recipient, you are hereby notified that any
dissemination of this communication is strictly prohibited. If you have received this communication in error, please erase all copies of
the message and its attachments and notify us immediately. Thank you.
From: Beverly, Trudy [mailto:[e-mail]]
Sent: Tuesday, January 22, 2019 8:18 AM
To: David Stoner
Subject: Rocky River Presbyterian Church
Good Morning David,
I received your voicemail message about the Rocky River Presbyterian Church spill. This is on my list of sites to discuss
with Ron. Unfortunately, I was not available last Friday, yesterday was a state holiday, and Ron is not in the office
today. Hopefully, Ron will be back tomorrow. I will get back with you as soon as possible.
Have a great day,
Trudy
DE
N�Rrrt cnRrn i��
Department of EnvtronmentaI Quality
T i*-, Lam.
ems; &Weiarr4Abun�
Kodh Cwohn Dqw� dMWr=m 21 Qukr
varsedm mnmw& Rgomd omm
TRO"bra l+�oe�lea '

Office Mailing Address:
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Branch's Underground Storage Tanks Website Address: https://deg.nc.gov/about/divisions/waste-management/ust
Branch's Above Ground Storage Tanks Website Address: https://deg.nc.gov/about/divisions/waste-management/ust/ast-program
INTERACTIVE MAPS WITH DWM SITES AND PERMITTED FACILITIES:
https://deg.nc.gov/about/divisions/waste-management/waste-management-rules-data/waste-management-gis-maps
File Review Procedures:
https://deg.nc.gov/about/divisions/waste-management/ust/file-review-procedures#mooresville-regional-office
ONLINE ACCESS TO UST SECTION DOCUMENTS (Laserfiche):
https://edocs.deg.nc.gov/WasteManagement/Search.aspx
Document Submittal & UST File Names for Laserfiche Policies:
https://files.nc.gov/ncdeg/Waste%20Management/DWM/UST/Corrective%20Action/Electronic/`20Document/`20Submittal%20Me
mo%20Update.pdf
https://files.nc. gov/ncdeg/Waste%20Manaaement/DWM/UST/Corrective%20Action/UST%20file%20names%20for%20Laserfiche. d
ocx

Beverly, Trudy
From:
Sent:
To:
Beverly, Trudy
Friday, January 11, 2019 11:01 AM
'Matthew Smith'
Subject: RE: [External] Rocky River Presbyterian Church
Hey Matt,
The report will be reviewed after it comes into the office.
Have a great weekend,
Trudy
Nn �
DE
Department of Environmental Quality
Tin* i*-, Lam.
W�; &k&�X offism Mm4pam
Numb Online aftwi4immumd Qudkr
UST Sva6u, Momudle Rq*nd Offim
I"2SS,2182 (O
Ernall correspondence to and from this address is sub)ect to the
North Carolina Public Records Law and may be disclosed to third parties,
Office Mailing Address:
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Branch's Underground Storage Tanks Website Address: https://deg.nc.gov/about/divisions/waste-management/ust
Branch's Above Ground Storage Tanks Website Address: https://deg.nc.gov/about/divisions/waste-management/ust/ast-program
INTERACTIVE MAPS WITH DWM SITES AND PERMITTED FACILITIES:
https://deg.nc.gov/about/divisions/waste-management/waste-management-rules-data/waste-management-gis-maps
File Review Procedures:
https://deg.nc.gov/about/divisions/waste-management/ust/file-review-procedures#mooresville-regional-office
ONLINE ACCESS TO UST SECTION DOCUMENTS (Laserfiche):
https://edocs.deg.nc.gov/WasteManagement/Search.aspx
Document Submittal & UST File Names for Laserfiche Policies:
https://files.nc.gov/ncdeg/Waste%20Management/DWM/UST/Corrective%20Action/Electronic%20Document%20Submittal%20Me
mo%20Update.pdf
https://files.nc. gov/ncdeg/Waste%20Management/DWM/UST/Corrective°/o20Action/UST%20file%20namesD/o20forD/o20Laserfiche.d
ocx
From: Matthew Smith[mailto:[e-mail]]
Sent: Friday, January 11, 2019 10:56 AM
To: Beverly, Trudy <[e-mail]>
Subject: [External] Rocky River Presbyterian Church
External email. Do not click links or open attachments unless you verified. Send all suspicious email as an attachment to
[e-mail]
Hey Trudy,

I just wanted to touch base with you on this site since both parties, Carolina Oil and Rocky River Presbyterian Church, are
trying to keep open correspondence between each other on any further requirements for this project. The hardcopy of
our report should go out today so I'm assuming it will get to your office early next week. Based on the knowledge that
you have on this release and other information that has been conveyed to you by David Stoner, do you currently have
an idea of steps that may be required, if any, to move this project toward closure or will you wait until you review the
hardcopy to make any decisions? If the latter of the two, what would be the rough timeframe on receiving your decision
for course of action once you have reviewed the report?
Thanks for any information you can provide at this time!
Matthew T. Smith
Project Manager
4 *�_ - �)
ENGINEERING_ INC.
4301 Taggart Creek Road
Charlotte, NC 28208
Office: [phone]
Fax: [phone]
Cell: [phone]
Website: www.shieldengineering.com
Don't forget to visit our new website and sign up for our newsletter and stay up-to-date on what's going on
at Shield Engineering( Click the following link to sign up (http://eepurl.com/bb5mMn).

Beverly, Trudy
From:
Sent:
To:
Beverly, Trudy
Thursday, January 10, 2019 8:26 AM
'David Stoner'
Cc: [e-mail]; Matthew Smith
Subject: RE: [External] Rocky River Presbyterian Church
Yes, please send the hardcopy and disk for review.
Thanks,
Trudy
prOr�i o� E+*va�tM 9�.iiry
Trudy Beverly, L.G.
Hydrogeologist, Division of Waste Management
North Carolina Department of Environment Quality
Underground Storage Tanks Section
Corrective Action Branch
Mooresville Regional Office
[phone] (Office)
Trudv.Beve [e-mail]
Errrarl c[xfesf xdence to and friurr7 thus aduress 's SarjJect to Me
rVc4h C'�r1' rdko A)bk.- Reco ds Law anri may be discAG serf lC 81f(cl parties -
Branch's Underground Storage Tanks Website Address: https://deg.nc.gov/about/divisions/waste-management/ust
Branch's Above Ground Storage Tanks Website Address: https://deg.nc.gov/about/divisions/waste-
management/ust/ast-program
INTERACTIVE MAPS WITH DWM SITES AND PERMITTED FACILITIES:
https://deg.nc.gov/about/divisions/waste-management/waste-management-rules-data/waste-management-gis-maps
File Review Procedures:
https://deg.nc.gov/about/divisions/waste-management/ust/file-review-procedures#mooresville-regional-office
ONLINE ACCESS TO UST SECTION DOCUMENTS (Laserfiche):
https://edocs.deg.nc.gov/WasteManagement/Search.aspx
Document Submittal & UST File Names for Laserfiche Policies:
https://files.nc.gov/ncdeq/Waste%20Management/DWM/UST/Corrective%2OAction/Electronic%2ODocument%2OSubmi
tta1%20Memo%20Update.pdf
https://files.nc.gov/ncdeq/Waste%20Management/DWM[UST/Corrective%2OAction/UST°/`2Ofile°/`20names%20for°/`20
Laserfiche.docx
From: David Stoner[mailto:[e-mail]]
Sent: Wednesday, January 9, 2019 4:29 PM
To: Beverly, Trudy <[e-mail]>
Cc: [e-mail]; Matthew Smith <[e-mail]>
Subject: [External] Rocky River Presbyterian Church
External email. Do not click links or open attachments unless you verified. Send all suspicious email as an attachment to
[e-mail]
Trudy,

As we discussed, please find attached the Rocky River Presbyterian Church Initial Abatement Report. Do you want a
hardcopy sent to you with a disc attached?
If you have any questions, please do not hesitate to contact me.
Thank you,
David
David A. Stoner, P.G., P.E.
Sr. Principal/Vice President
Shield Engineering, Inc.'s Risk Management Group
4301Taggart Creek Rd.
Charlotte, NC 28208
ph. [phone]
fax [phone]
e-mail DStoner(a_ShieldEngineering.com
Shield Engineering's Action Environmental Group is now Shield Engineering's Risk Management Group with
additional expertise and service lines!
Don't forget to visit our new website and sign up for our newsletter and stay up-to-date on what's going on
at Shield Engineering! Click the following link to sign up (http://eepurl.com/bb5mMn).
This message is intended only for the use of the addressee and may contain information that is PRIVILEGED and CONFIDENTIAL,
and/or may contain ATTORNEY WORK PRODUCT. If you are not the intended recipient, you are hereby notified that any
dissemination of this communication is strictly prohibited. If you have received this communication in error, please erase all copies of
the message and its attachments and notify us immediately. Thank you.