WS-95936_95688_CA_IAR_20190926

P.O. Box 16265 • Greensboro, NC 27416
503 Industrial Ave • Greensboro, NC 27406
Phone [phone] • Fax [phone] • Toll Free [phone]
Email: [e-mail]
www.pyramidenvironmental.com
September 26, 2019 

Mr. Gene Mao  
Guilford County Department of Environmental Health/NC Department of Environmental Quality 
Winston‐Salem Regional Office – UST Section 
400 W. Market Street, Suite 300 
Greensboro, NC 27401 

RE:   Spill Cleanup Report / Initial Assessment Report 
5200 Randleman Road in Greensboro, Guilford County, NC 27406 
 Spill Location: N 35.929415° / W 79.812892° 
  Responsible Party:  PH Trucking, LLC 
    315 Elliott Brown Trail 
    Franklinville, NC 27248 
  NCDEQ Incident # 95688 

Mr. Gene Mao: 

Pyramid  Environmental  &  Engineering,  P.C.  has  completed  the  Spill  Cleanup  Report/Initial 
Assessment Report for the above‐referenced diesel fuel spill. 

The diesel fuel spill was cleaned up within 48 hours and no surface water or other receptor was 
impacted  by  the  spill.    The  soil  impacted  by  diesel  fuel  was  excavated  to  the  safe  limits 
technically feasible for the site conditions.  The laboratory results for the post‐excavation soil 
samples meet the NCDEQ requirements for the No Further Action determination of this diesel 
fuel spill incident. 

Please review the enclosed report, and if you have any questions or comments concerning this 
report please do not hesitate to contact Mike Jones or me. 

Respectfully, 

Mika Trifunovic 
Project Manager 

Enclosure: PH Trucking Spill Cleanup Report / Initial Assessment Report  
I
PYRAMID
ENVIRONMENTAL & ENGINEERING, P.C.

P.O. Box 16265 • Greensboro, NC 27416
503 Industrial Ave • Greensboro, NC 27406
Phone [phone] • Fax [phone] • Toll Free [phone]
Email: [e-mail]
www.pyramidenvironmental.com
September 26, 2019 

Mr. Shawn Clubb  
Buck’s Wrecker Services  
5007 Ball Park Road 
Thomasville, NC 27360 

RE:   Spill Cleanup Report / Initial Assessment Report 
5200 Randleman Road in Greensboro, Guilford County, NC 27406 
 Spill Location: N 35.929415° / W 79.812892° 
  Responsible Party:  PH Trucking, LLC 
    315 Elliott Brown Trail 
    Franklinville, NC 27248 
  NCDEQ Incident # 95688 

Mr. Clubb: 

As  requested  by  Buck’s  Wrecker  Services,  Pyramid  Environmental and  Engineering,  P.C., 
(Pyramid) completed environmental services (soil screening, soil sampling, and reporting) for 
the diesel fuel spill cleanup near 5200 Randleman Road in Greensboro, Guilford County, North 
Carolina.  

1.0  Dump Truck Spill  
On September 11, 2019 around 5:00 pm, a dump truck traveling on Randleman Road, lost 
control and turned over. Approximately 75 gallons of diesel fuel were spilled during the traffic 
accident. The diesel fuel spill affected the road pavement and soil along the eastern edge of the 
road in an elongated area which measured approximately 70 feet long and 3.5 to 4.5 feet wide. 
The location of the spill site is shown on the enclosed figures included in Attachment A.  

On September 11, 2019, Buck’s Wrecker Services responded to the accident and immediately 
removed the truck from the spill site, cleaned the road surface, applied granular petroleum 
absorbent material on the spill area along the shoulder of the road. On September 12, 2019, 
Buck’s  Wrecker  Services  contacted  Pyramid  Environmental  &  Engineering,  P.C.  (Pyramid)  to 
provide environmental services including soil screening, soil sampling, laboratory analyses of 
soil, and spill cleanup reporting.  

As coordinated with Buck’s Wrecker Services, Timothy Leatherman of Pyramid arrived at the 
site around 8:30 am on September 13, 2019. Buck’s Wrecker Service provided the excavation 
,
PVRANIID
ENVIRONMENTAL & ENGINEERING, P.C.

Buck’s Wrecker Services – Spill Cleanup near 5200 Randleman Rd. in Greensboro   page 2 
Pyramid Environmental Project # 2019‐289    Sep. 26, 2019 
equipment to remove diesel contaminated soil and dump trucks to transport the soil to an 
approved soil treatment and disposal facility. 
Pyramid arranged with RedLab to provide Ultraviolet Fluorescence (UVF) analytical laboratory 
services for the soil analyses needed for the spill site. The UVF method is approved by the North 
Carolina Department of Environmental Quality (NCDEQ).  

2.0  Spill Excavation & Sampling 
On  September  13,  2019,  Buck’s  Wrecker  Service  and  Pyramid  coordinated  to  excavate  the 
diesel contaminated soil. The contaminated soil in the spill area were excavated, loaded, and 
transported to the AES of NC, LLC disposal facility in Thomasville, NC. Selected photos taken 
before and during the spill cleanup activities are included in Attachment A. The following tasks 
were performed before and during the excavation of contaminated soil: 

 Prior to start of work, Buck’s Wrecker Services coordinated utility locating and traffic 
control  (lane  closure)  activities.  Several  (at  least  4)  underground  telecommunication 
lines were identified along the eastern shoulder of the road in the area of the diesel 
stained soil or in its vicinity. The utility location marks are shown on the photos included 
in Attachment A.  

 Pyramid screened the surface soils affected by the fuel spill and determined the aerial 
extent of the diesel fuel impact to surficial soils from the spill. 

 Pyramid  collected  a  pre‐excavation  soil  sample  (Spill  Composite  Sample/Disposal 
Sample – DS1) from the most contaminated area of the spill. The analytical results for 
sample DS1 detected high concentrations of diesel range organics  (DRO)  of  5,797 
milligrams per kilogram (mg/kg) and elevated concentrations of gasoline range organics 
(GRO) of 837.5 mg/kg. Copies of the laboratory report and associated chain‐of‐custody 
form are included in Attachment B. 

 The North Carolina Department of Environmental Quality (NCDEQ) initial cleanup action 
levels are 50 mg/kg for GRO and 100 mg/kg for DRO. 

 Pyramid  personnel  collected  soil samples  for  field  screening  using  a  calibrated 
Photoionization Detector (PID) as the excavation proceeded. The field screening was 
used to guide the excavation width, length, and depth.  

 To  protect  the  existing  underground  telecommunication  lines,  the  excavation  was 
limited  in  the  size  and  depth.  Contaminated  soil  was  excavated to  the  safe  limits 
technically feasible for the site conditions.  

Buck’s Wrecker Services – Spill Cleanup near 5200 Randleman Rd. in Greensboro   page 3 
Pyramid Environmental Project # 2019‐289    Sep. 26, 2019 

 The soil on the shoulder of the roadway was very hard packed, and tight, and the diesel 
spill did not soak into the soil. The soil removed in the excavation was about 4 to 6 
inches in depth, and the screening results showed less than 2 parts per million at 6‐
inches. 

 On September 13, 2019, 14.98 tons of diesel contaminated soil from the spill area was 
excavated and loaded into dump trucks. The soil was transported to the AES of NC, LLC 
disposal facility in Thomasville, NC for proper treatment and disposal. Copies of the non‐
hazardous waste manifests, certified weight tickets, and the AES certificate of disposal 
are included in Attachment C.   

 After completion of the contaminated soil excavation, soil samples were collected from 
the limits of the excavation and screened with the PID.  The soil sample PID screening 
results  for  the  post‐excavation  samples  ranged  from  no  detection to 1.1 parts per 
million (ppm).   

 The  post‐excavation  soil  samples  were  collected  from  the  center  of  the  excavation, 
which was between 4 and 6 inches deep. The names and locations of soil samples are 
shown in Figure #2 in Attachment A. The following table presents a summary of the 
GRO and DRO soil sample analytical results. 

Sampling 
Date 
Sample 
ID 
Sample Depth 
(below land surface) 
Sample 
PID Reading 
GRO 
[mg/kg] 
DRO 
[mg/kg] 
09/13/19 DS1  
pre‐excavation sample 
0‐2 in. 87 ppm 873.5 5,797 
09/13/19 SS1 4‐6 in.  0.0 ppm  <1.3  65.2 
09/13/19 SS2 4‐6 in.  0.9 ppm  <1.2  85.2 
09/13/19 SS3 4‐6 in.  1.1 ppm  <1.2  79.2 
09/13/19 SS4 4‐6 in.  0.8 ppm  <1.3  12.9 
09/13/19 SS5 4‐6 in.  0.0 ppm  <24.2 365.8 
09/13/19 SS6 4‐6 in.  0.0 ppm  <0.97  81.1 
09/13/19 SS7 4‐6 in.  0.0 ppm  <1.2  89 
09/18/19  SS5‐0.5‐1 6‐12 in.  0.0 ppm  <0.65  11.1 
NCDEQ Cleanup Levels [mg/kg] 50 100 
 * ppm  =  parts per million     * mg/kg = milligrams per kilogram 

Buck’s Wrecker Services – Spill Cleanup near 5200 Randleman Rd. in Greensboro   page 4 
Pyramid Environmental Project # 2019‐289    Sep. 26, 2019 
 On September 13, 2019, Buck’s Wrecker Services backfilled the area using clean soil, 
which was compacted using the on‐site equipment, and covered a part of the area with 
a seed and straw mat.   

 On September 16, 2019, Mika Trifunovic of Pyramid Environmental prepared the 
Notification  of  Discharge  Documentation  (UST‐62  form  &  associated  drawings  and 
driving directions) for the spill and emailed it to Ms. Carin Kromm and Mr. Gene Mao of 
the NCDEQ Winston‐Salem Regional office (WSRO). A copy of the documentation  is 
included in Attachment D.  

 The NCDEQ assigned incident number 95688 to the PH Trucking spill on September 25, 
2019.     

 With the exception of soil sample SS5, the laboratory results the post‐excavation soil 
samples detected DRO concentrations below the NCDEQ Action Level for DRO of 100 
mg/kg. DRO was identified at a concentration of 365.8 mg/kg in soil sample SS5.  

 GRO concentrations for all post‐excavation samples are below 24.2 mg/kg, which is 
below the NCDEQ Action Level for GRO of 50 mg/kg. Copies of the laboratory report and 
associated chain‐of‐custody form are included in Attachment B.  

 On September 18, 2019, Pyramid contacted Ms. Carin Kromm, the supervisor of the 
NCDEQ WSRO UST Section, and explained the detection of petroleum at location SS‐5. 
The soil in the area was very hard, and the PID field screening did not indicate remaining 
contamination. The remaining contaminated soil must be very limited, and a deeper soil 
sample would show that the spill was cleaned up. The safety of the nearby underground 
telecommunication lines is also an issue. Ms. Kromm requested Pyramid collect one 
additional soil sample at location SS‐5 at a deeper interval (6 to 12 inches). 

 Ms. Kromm indicated that if the analytical results of the additional deeper soil sample 
did  not  detect  any  DRO/GRO  concentrations  above  the  NCDEQ  Action  Levels,  the 
NCDEQ would consider the cleanup activities completed.   

 On September 19, 2019, the additional sample SS5‐0.5‐1 was collected  at  a  depth 
between 6 and 12 inches BLS (6 to 8 inches deeper than soil sample SS5).  The soil was 
very hard, and no utilities were encountered collecting the soil sample to a dept of 1 
foot. The laboratory result for SS5 0.5’ to 1’ detected low GRO/DRO concentrations well 
below  the  NCDEQ  initial  cleanup  action  levels.  Copies  of  the  laboratory  report  and 
associated chain‐of‐custody form are included in Attachment B. 

Attachment A 
Guilford

Pleasant Garden, NC
2019
N/A
5200 Randleman Road Greensboro, North Carolina
Buck's Wrecker Service
5200 Randleman Road 09/12/19
1'' = 2,000'
Topographic Map
10
TDL
MMT
2019-289
Petroleum releaseGreensboroNorth Carolina
USGS 7.5
MINUTE MAP
ORIGINAL DATE:
PHOTOREVISION
DATE:
:::========:::: :::=================:::::
PRIMARY HIGHWAY, HARD SURFACE
MILES:
FEET:
1/2 0
1000 0 2000 4000 6000
1· = 2000' :=:========: :=:================::::: ~~ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ ~~
SECONDARY HIGHWAY, HARD SURFACE NOTES: ► TOPOGRAPHICAL CONTOUR INTERVAL = FEET
:::========::::: :::=================::::: LIGHT-DUTY ROAD HARD OR
IMPROVED SURFACE
:::========:::: :::=================:::::
UNIMPROVED ROAD
► PHOTOREVISIONS DENOTED IN PURPLE
MAGNETIC NORTH
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Attachment B 
Hydrocarbon Analysis ResultsClient:PYRAMID ENVIRONMENTALSamples takenMonday, September 16, 2019Address:503 INDUSTRIAL AVE Samples extractedMonday, September 16, 2019GREENSBORO NC 27406Samples analysedMonday, September 16, 2019Contact:TIM LEATHERMANOperatorCAROLNE STEVENSProject:RANDLEMAN RD / 2019-2899F03640MatrixSample IDDilution usedBTEX (C6 - C9)GRO (C5 - C10)DRO (C10 - C35)TPH (C5 - C35)Total Aromatics (C10-C35)16 EPA PAHsBaP HC Fingerprint Match% light % mid% heavys DS1644.0 <16.1 873.5 5797 6671 445.1 48.8 <0.64 87.8 10.8 1.3Waste Oil 72.8%,(FCM)s SS151.2 <1.3 <1.3 65.2 65.2 36.5 1.7 <0.051 0 73.3 26.7V.Deg.PHC 91.2%,(FCM),(BO),(P)s SS248.8 <1.2 <1.2 85.2 85.2 46 2.2 <0.049 0 76.2 23.8V.Deg.PHC 92.4%,(FCM),(BO)s SS348.3 <1.2 <1.2 79.2 79.2 53.8 2.5 <0.048 0 70.5 29.5V.Deg.PHC 75.1%,(FCM),(P)s SS451.2 <1.3 <1.3 12.9 12.9 6.4 <0.41 <0.051 0 69.8 30.2V.Deg.PHC 94%,(FCM),(P)s SS5969.0 <24.2 <24.2 365.8 365.8 174.1 <7.8 <0.97 0 71.8 28.2V.Deg.PHC 95.4%,(FCM),(P)s SS638.9 <0.97 <0.97 81.1 81.1 45.1 2.1 <0.039 0 74.1 25.9V.Deg.PHC 90%,(FCM)s SS746.2 <1.2 <1.2 89 89 49.4 2.3 <0.046 0 76.1 23.9V.Deg.PHC 90.6%,(FCM)Initial Calibrator QC checkOKFinal FCM QC CheckOK99.9 %Results generated by a QED HC-1 analyser. Concentration values in mg/kg for soil samples and mg/L for water samples. Soil values are not corrected for moisture or stone contentFingerprints provide a tentative hydrocarbon identification. The abbreviations are:- FCM = Results calculated using Fundamental Calibration Mode : % = confidence for sample fingerprint match to library(SBS) or (LBS) = Site Specific or Library Background Subtraction applied to result : (PFM) = Poor Fingerprint Match : (T) = Turbid : (P) = Particulate presentRatios
QED Hydrocarbon Fingerprints
Project: RANDLEMAN RD / 2019‐289 16‐Sep‐2019
D51 : Waste Oil 72.8%,(FCM) S51: V.Deg.PHC 91.2%,(FCM),(BO),(P)
QED
24540
S52: V.Deg.PHC 92.4%,(FCM),(BO) S53: V.Deg.PHC 75.1%,(FCM),(P)
QED QED
48587 51501
S54: V.Deg.PHC 94%,(FCM),(P) S55: V.Deg.PHC 95.4%,(FCM),(P)
QED QED
9141 12670
S56: V.Deg.PHC 90%,(FCM) S57: V.Deg.PHC 90.6%,(FCM)
QED QED
53763 52693
Hydrocarbon Analysis ResultsClient:PYRAMIDSamples takenDATE 9/18/19Address:503 INDUSTRIAL AVE GREENSBORO, NCSamples extractedDATE 9/18/19Samples analysedDATE 9/19/19Contact:TIM LEATHERMANOperatorCAROLINE STEVENSProject:RANDLEMAN RD / 2019-28913F03640MatrixSample IDDilution usedBTEX (C6 - C9)GRO (C5 - C10)DRO (C10 - C35)TPH (C5 - C35)Total Aromatics (C10-C35)16 EPA PAHsBaP HC Fingerprint Match% light % mid% heavys SS5-0.5-126.0 <0.65 <0.65 11.1 11.1 8.4 0.41 <0.026 0 66.9 33.1V.Deg.PHC 74.9%,(FCM),(BO),(P)Initial Calibrator QC checkOKFinal FCM QC CheckOK105.4 %Results generated by a QED HC-1 analyser. Concentration values in mg/kg for soil samples and mg/L for water samples. Soil values are not corrected for moisture or stone contentFingerprints provide a tentative hydrocarbon identification. The abbreviations are:- FCM = Results calculated using Fundamental Calibration Mode : % = confidence for sample fingerprint match to library(SBS) or (LBS) = Site Specific or Library Background Subtraction applied to result : (PFM) = Poor Fingerprint Match : (T) = Turbid : (P) = Particulate presentRatios
QED Hydrocarbon Fingerprints
Project: RANDLEMAN RD / 2019‐289 DATE 9/19/19
555-0.5-1 : V.Deg.PHC 74.9%,(FCM),(BO),(P)
QED
21065

Attachment C 

Attachment D 

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NOTES
9/16/2019 450 W Hanes Mill Rd, Winston-Salem, NC to 5200 Randleman Rd, Greensboro, NC 27406 - Google Maps
https://www.google.com/maps/dir/450+W+Hanes+Mill+Rd,+Winston-Salem,+NC/5200+Randleman+Rd,+Greensboro,+NC+27406/@36.0536148,-80.1…1/3
Map data ©2019 2 mi
Winston-Salem, NC 27105
450 W Hanes Mill Rd
Get on US-52 S from W Hanes Mill Rd
1.Head northeast toward W Hanes Mill Rd
2.Turn left toward W Hanes Mill Rd
3.Turn right toward W Hanes Mill Rd
4.Turn left toward W Hanes Mill Rd
5.Turn right onto W Hanes Mill Rd
2 min (0.7 mi)
52 ft
295 ft
59 ft
79 ft
0.4 mi
Drive 40.3 miles, 42 min450 W Hanes Mill Rd, Winston-Salem, NC to 5200
Randleman Rd, Greensboro, NC 27406Go gle Maps
SIioam King Poplar Springs Brook Cove
,ond HIii
Smithtown
@
Forbush
Shacktown
Shoals
E.ast Bend
-;
~'8 Donnaha ....
@
Tobaccoville Rural Hall
@
@@
® 450 West Hanes
Mill Road
Pfafftown @
Oak Crest
Germanton
0
West Bend @D Lewisville
Huntsville
@
1ey
Wyo
Clemmons
Wood Lee
Bennuda Run
§ Muddy Creek Gum Tree
Yii,(-',f-'1>
' Arcadia Midway
Advance
Reedy Creel<
@) Welcome
Mocksville
§ V
Bethesda
(El @) V
Reeds 0 Go Crossroads
@) Wescliff
Pinecrest Lexington r.:n
t
@
@J
Fulp
Walkertown
@
Wallburg
gle
@
Belews Creek
Pine Knolls
@
iji
Thomasville
@)
iji
@
@
@ S Stokesdale
@
Summerfield
@@
Oak Ridge QI
High Point
Trimly
Piedmont
Triad
International
Airport
'
Glenola
Sophia
@
Greensboro
Level Cross
ijj
Randleman
Pleas
Gard
9/16/2019 450 W Hanes Mill Rd, Winston-Salem, NC to 5200 Randleman Rd, Greensboro, NC 27406 - Google Maps
https://www.google.com/maps/dir/450+W+Hanes+Mill+Rd,+Winston-Salem,+NC/5200+Randleman+Rd,+Greensboro,+NC+27406/@36.0536148,-80.1…2/3
These directions are for planning purposes only.
You may ¡nd that construction projects, tra£c,
Greensboro, NC 27406
6.Turn left to merge onto US-52 S
Continue on US-52 S. TakTTe I-40BUS E/US-421 S,I-40 E and I-
73 to Old Randleman Rd in Sumner. TakTTe exit 94 from I-
73/US-220 S
7.Merge onto US-52 S
8.Take exit 109A to merge onto I-40BUS E/NC-150
E/US-158 E/US-421 S toward Kernersville
Continue to follow I-40BUS E/US-421 S
9.Continue onto Exit 208
10.Merge onto I-40 E
11.Keep left at the fork to continue on US-421 S,
follow signs for I-73 S/I-85/Asheboro
12.Merge onto I-73/US-421 S
13.Take exit 95 to merge onto I-73/US-220 S toward
Interstate 73 S/Asheboro
14.Take exit 94 for Old Randleman Rd
Follow Old Randleman Rd to your destination
15.Turn right onto Old Randleman Rd
16.Turn right onto Randleman Rd
17.Turn right
18.Turn right
Destination will be on the right
5200 Randleman Rd
0.2 mi
33 min (35.1 mi)
7.5 mi
12.9 mi
0.5 mi
4.8 mi
1.1 mi
7.0 mi
1.1 mi
0.3 mi
7 min (4.5 mi)
4.4 mi
151 ft
66 ft
184 ft
•
•