NCG510535_Regional Office Historical File Pre 2018

Watson, Edward M
From: Steve Libby <sli b y h rthickm n.co >
Sent: Monday, May 20, 2019 5:18 PM
To: Watson, Edward M
Cc: Matt WestendorF
Subject: RE: [External] YRC Trucking Facility, Charlotte
Ed, just spore with Matt Westendorf - he will meet you can -site on May 29th.
Thanks,
Steve
Steve Libbey, PG, Project Manager
Hart & Hickman, P
2923 S Tryon Street, Suite 100 ° Charlotte, NCB 2320
Direct 704- 87-4 06 ° Mobile. [phone]
www,harthickman,corn

United States Environmental Protection Agency Form Approved.
Pl!!PA Washington, D.C. 204W OMB No. 2040-0057
Water Compliance Inspection Report Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
[�j 2 Ej 3 NCG510535 111 121 19/05/30 117 18 Ld 191 S 1 20[j
211
Inspection Work Days Facility Self -Monitoring Evaluation Rating 81 QA -Reserved-
67 11.0 70171 72 1 N 73, , 174 7,,l L
3 1 IN 8O
L--j L---j
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to PO'TW, also include Entry Time/Date Permit Effective Date
POTW name and NPDES oermit Number) 10:00AM 19/05130 16/11/03
YRC Trucking Terminal Exit Time/Date Permit Expiration Date
11010 Reames Rd 12:30PM 19/05130 20/09/30
Charlotte NC 28269
Name(s) of Onsite Representative(s)fTities(s)/Phone and Fax Number(s) Other Facility Data
til
Name, Address of Responsible OfficiallTittelPhone and Fax Number
Contacted
Chris Masoner, 10990 Roe Ave Ms-A650 Overland Park KS 66211//913-696-91921 No
Section C. Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Operations & maintenance Records/Reports Self -monitoring Program
Facility Site Review EffluentlRecerving waters Laboratory
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
lJobuSlgned:by:
Edward Watson MROGWC e 6/7/2019
F85F415-
Signature of Management 0 A Revie DocuSigned by: Agency/Office/Phone and Fax Numbers Date
wA pzu" 6.7.19
84A3-
1.1
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page#

IFt4p ES yrfmo/day Inspection Type (Cont.)
517 0 11 12 17 18 1,1
MCDG510-535 19105/30 Li
Section D: Summary of FindingtComments (Attach additional sheets of narrative and checklists as necessary)
On May 30, 2019, MRO staff conducted a compliance inspection of the YRC Trucking groundwater
remediation system operating under permit NCG510535. MRO staff met with Mr. <Matt Westendorf.
During the inspection, RW-1 was experiencing problems with a blocked line. This blockage may be the
result of a damaged stinger. A repair of the stinger in RW­1 was being performed after the site visit
was completed, Please notify this office to alert us that the repair has been successfully completed.
The effluent meter calibration records were reviewed during the site visit. The calibration appears to be
within the allowable error for the flow meter.
The gallery at RW-2 was observed to be flooded. MRO suggests that a mat could be used as a cover
to prevent flooding of the gallery so the wash fluid does not accidentally get pumped through the
treatment system.
It was also observed that the fiberglass coating of the Activated Carbon canister has become
compromised. The MRO suggested the Carbon Canisters be replaced as a part of regular system
maintenance.
The treatment system has an oil and water separator that discharges free product to a 55-gallon drum.
During the date of the inspection, no free product was in the 5-gallon drum.
The ORC has pH field certification. The pH certification paperwork was available for review. All other
procedures are performed by a contract laboratory.
Overall, the treatment system is operating within the guidelines of the NPDES permit.
Please notify the MRO, DWR should you be contacted by the Trust Fund to turn-off this treatment
system.
Page# 2

(it. NCG510535 owner
tw 05/30/2019 Inspect
permit expires in 6 months or less). Has the permittee sub
s described in the permit?.
y special conditions for the permit?
a plant site restricted to the general public?
�r granted access t all areas for inspection?
ate.
K Maintenance
,rally clean with acceptable housekeeping?
0 ;
;o the outfell property maintair
1g; water free of foam other M
aer pipes are required) are t
solids odor, and foam.
icr
- Facility: YRC Trucking Terminal
n Type: Compliance Evaluation
Yes No NE
muted
a new © a
13
11
■ ©
0
❑
❑ ®
13
❑
■
■ Ci
This; ermit is scheduled to renew at
is s prior -to, the germit ex` iration
Yes No NE
a ❑
❑
0
r, Settleable ■ ' ©
013
visit. The records aggear to be
Yes No NA N
■ o
CI
ebris? 0 ; ®
0
■
®'0
■
:ollection tank the flow was not
ample port was used to view the
ant sample port was cigar, free of
i.abaratory
Yes . No NA N
Are field parameters performed by certified personnel or laboratory?
N
0
11
Q
Are all other parameters(excluding held parameters) performed by a certified lab?
a -
©
0
❑
Is the facility using a contract lab?
■
©
11
Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees
■ '
©
0
11
Celsius)?
Incubator (Fecal; Colifor ) set to 44.5 degrees Celsius+t- 0.2 degrees'
®'
0
0
0
Incubator (BOO) set to 20.0 degrees Celsius +/- 1.0 degrees?
❑
0
■
Comment: A; review of the laboratory analytical data indicates the treatment s stem is effectively
trgating the plume. Effluent discharge re ores no elevated 2L constituents.
Page#f

r
4CG510535 Owner - Facility YRC Trucking Terminal
6/30/2019 inspection Type: Compliance Evaluation
Page# 4

'itonmental Quality Interim Director
November 7, 2017
Mr. Brad Schroeder (via email)
YRC Trucking
1077 George Boulevard
Suite B-471
Akron, Ohio 44310-2408
Re: C
Y
P1
G
C
Dear Mr. Schroeder:
npliance Evaluation Inspection
C Trucking Terminal
snit # NCG510535
undwater Remediation
wlotte, Mecklenburg County
te subject site to determine compliance
rt.
vith the permit for this facility.
reached by phone at [phone] or email edwardwatsongnedenrgov, should you have
questions.
Sincerely,
- W--e
Edward Watson,'Hydrogeologist
Mooresville Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
Attachment: Compliance Inspection Report
CC: MRO Files
Steve Libbey (via email)
--5�Nothlnq Compares'-----,

United States Environmental Protection Agency Form Approved.
EPA Washington, D.G, 20460 OMB No, 2040-0057
Water Compliance Inspection Report Approval expires 8-314
Section X National Data System Coding (i.e_ PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fee T
Li
Inspection Work Days Facility Self -Monitoring Evaluation Rating Bi QA -- — — ------- — — ---- Reserved ------------
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include Entry Time/Date Permit Effectivt
YRC Trucking Terminal Exit Time/Date Permit Expiratic
Charlotte NC 28269
Name(s) of Onsite, Representative(s)[Tities(s)/Phone and Fax Number(s) Other Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Brad Schroeder,1 077 George Blvd Akron OH No
Site Review N Compliance Schedules N Effluent/R(
(See attachment summary)
Name(s) and Signature(s) of Inspectons) Agency/Office/Phone and Fax Numbers Date
Edward Watson MRO GW///
",47AV
Signatu� Agency/Office/Phone and Fax Numbers /Date
'

NPDES yr/mo/day
1 NCG51053A Ill 12 17/10/26 17
i� Section D: Summary of Finding/Comments (Attach
On October 26, 2017, MRO staff conducted a complian
groundwater remediation system operating under perm
operating in compliance with the permit.
n Type (Cont)
>pection of the YR
he system was found to be
iata,
does not currently contain any free product.
Recently, Kevin has recieved lab certification for sampling phl. The certification was present during the
inspection and was able to be reviewed by MRO staff.
This permit is not due to be renewed again until 9/30/2020.
Page#

Portnit NCG510535
Inspootion, Datw. 10126/2017
Permit
(If the present permit expires in 6 months or less), Has th
application?
Is the facility as described in the permit?
# Are there any special conditions for the permit?
reas for inspection?
)/30/2020.
ir this facility?
Dnance
an with acceptable housekeeping?
)Iicable*?
Owner - Facility: YRC Trucking Terminal
Inspection Type: Compliance Evaluation
Yes No NA NE
ee submitted a new 1:3
El
8
C1
a
Cl
11
1:1
0
0
1:1
11
8
El
11
0
a
El
1:1
1:1
permit recerittv renewed and is not due
Yes No NA NE
8 1:1
11
0
iod? M Cl
D
C1
'isit and all data is current,
Yes No NA NE
a D
0
El
RT Settleable 9 0
E3
El
Record Keeoincli
Yes Ng. NA NE
Are records kept and maintained as required by the permit?
0
El
1:1
El
Is all required information readily available, complete and current?
Are all records maintained for 3 years (tab. reg, required 5 years)?
a
0
0
0
Are analytical results consistent with data reported on DMRs'?
C-]
0
a
0
Is the chain -of -custody complete?
M
El
El
El
Dates, times and location of sampling
Name of individual performing the sampling
Results of analysis and calibration
Dates of analysis
Name of person performing analyses
Transported GOCs
Are DMRs complete: do they include all permit parameters?
El
El
M
El
Has the facility submitted its annual compliance report to users and DWQ?
El
11
8
11
Page#
3

Permit NCG510635 Owner -Facility: YRC Trucking Terminal
Inspection Date: 10/26/2017 tnspection Type! Compliance Evaluation
Record Keevina
Yes No NA NE
(if the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified operator
El
El
a
0
on each shift?
Is the CIRC visitation log available and current?
1:1
El
Is the ORC certified at grade equal to or higher than the facility classification?
1:1
El
8
13
Is the backup operator certified at one grade less or greater than the facility classification?
Is a copy of the current NPDES permit available on site?
Facility has copy of previous year's Annual Report on file for review?
E3
D
W
11
Comment: The facility is ermitted under NGC 510000. As such, an CIRC is not required. Also no
annual relport is reauired for thi§;. �er �D �:)erator �Ios �iyerresent at the site and
were revieweqjg_p���
Effluent Pipe
Yes No NA NE
Is right of way to the outfall property maintained?
0
El
El
1:1
Are the receiving water free of foam other than trace amounts and other debris?
0
0
If effluent (diffuser pipes are required) are they operating properly?
a
0
Comment.- There was no flow obsery
discharge. No ficarn soilds or odors were observed at surface water of the outfall duripg
he
site visit.
Flow Measurement - Effluent
Yes No NA NE
# Is flow meter used for reporting?
a
El
El
El
Is I'low meter calibrated annually?
0
El
El
11
Is the flow meter operational?
8
El
El
1:1
(if units are separated) Does the chart recorder match the flow meter?
11
El
a
0
Comment, An effluent flow meter calailpration Ioa was submitted to MBO as_part of the compliance
insaection. Flow meter records confirm meter calibration,
Laboratcla
Yes No NA NE
Are field parameters performed by certified personnel or laboratory?
0
El
C1
El
Are all other parameters(excluding field parameters) performed by a certified lab?
a
0
El
1:1
# Is the facility using a contract lab?
8
El
0
El
pi Is proper temperature set for sample storage (kept at less than or equal to 6,0 degrees
a
El
El
11
Celsius)?
Incubator (Fecal Coliform) set to 44,5 degrees Celsius+/- 0,2 degrees?
El
0
a
1:1
Incubator (BOD) set to 20.0 degrees Celsius +/- 1,0 degrees?
El
El
0
C1
Page#
4

10535 Owner - Facility; YRC Trucking Terminal
W17 Inspection Type: CcrnpHance Evaluation
Yes No NA N
no exceedances were observed.
Effluent Sara Lin
Yes No NA N
Is composite sampling flow proportional?
El
D
NED
Is sample collected below all treatment units?
■
Is proper volumecollected?
11
Is the tubing clean?
3
d
# is proper temperature set for sample storage (kept at less than or equal to 6,0 degrees
Celsius)?
Is the facility sampling performed as required by the permit (frequency, sampling type
representative)?
Comment; effluent am lir was not observed Burin tl e site visit.
Page#
5

North Carolina Department of Er
Division of V
�Ierdue Charles V
Direc
January
aners,
,er of Environmental Services
venue
Kansas 66211
Subject:
iners:
-mit Coverage. In accordance with 3
iment and Natural Resources
ff Quality
J, RE Dee Freema
Secreta
-K)A!
)13 IFEb 14 2013
11010 Reames Road, Charlotte 28269
Mecklenburg County
our application for discharge treated
nformation is included with your permit pack -age:
of the Certificate of Coverage for your treatment facility
of General Wastewater Discharge Permit NCG5 10000
and hydraulic oil are the sources of site contamination, and that chlorinated solvents are not
present.
Based on the above, the General Permit effluent monitorina Table A. (3) amolies to your facility as
do not apply.
M C. Division of Water Quality / NPDES Unit Phone: [phone]
1617 Mail Service Center, Raleigh, NC 27699-1617 fax: [phone]
Internet: h2o.enr.state,nc.us DENR Customer Service Center: 1800 623-7748

At no time shall treatment -system operators allow contaminated (untreated) wate,
d million gallons (1.0 MG) per n
low meter (or equivalent method
t.
d) water to discharge to
�scharge such that
— . - I — - -
million
total flow, and report this value on quarterly Discharge Monitoring Reports (DMRs).
rization to Construct LAT!Q Permit. In accordance with your application for discharge,
vision hereby authorizes you to construct and operate a groundwater remediation system
�ing of,
a groundwater extraction -well array
a moisture -separation tank (120 gal, with transfer pump)
id Aase)
c line (set below grade)
, erosion control
-A — Ar" /,A I,-- -I in I A"" A
the normal office hours from 8:00 a.m. until 5:00 p.m. Monday through Friday, excluding Stat
Holidays.
)rd
I

._ I
tintai ed on site by the Perntitt e,
's .[11du , IV ucrulludw VI UVvGlw r";.-':'.ulall UG llliw.
t after notice to the Division of Water Quality.
permit that may be required.
Sincerely,
axles Wakild, . .
Oak
c: NIN ES General Permit Fibs °
Rears Hrc an FC, 1ttn: s liken 1 . t ibbey, P.G., Senior :Project Geologist
2923 'Tryon Street, Suite 100
Charlotte, North Carolina 2 203
MRO, Attn: Mike Parker, SWPC Supervisor
Mecklenburg County, Attn Erin Hall [ rin.hal (c mec lent r co nt . ov]

STATE OF NORTH CAROM
OLS
D11
'Undo t'X
k-iYL E OU
FROM 'VEHICLE-MAINTENA
I( AL POLLUTANT DISCf
A
,,AL RESOURCES
C NCG550000
'S UNDER THE
.IMINATION SYSTEM
e I43-215.1, other lawful standards and
the Federal Water Pollution Control Act, as amended,
Y C Trucking, Inc.
is hereby authorized to install and operate wastewater treatment facilities consisting of an oil/water
separator system, air stripper, and carbon filtration, appurtenant pumps and piping, and erosion -protected
discharge outfall for the treatment of contaminated soil and groundwaterfroze a facility located at
YRC Trucking Tenninal
11,010 Reames Road, Charlotte 28269
Mecklenburg County
a%1A'Vl Ual1GG with UIV, V11.1k1V11t, till Lli Lltjlta, lx1%JEj16VlJ1lr iVr&, i. kk bikAV1A.4.i, God RLA. 4t 4dk6+1 4+LPi E4.4.i 4su�t x.a Jvb :sv<cea xu:s. ua cv c.,
II, III and IV of General Permit NCG51 0000, as attached.
This certificate of coverage shall become effective January ,, 2013.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this dayJanuary 3, 2013.
7siol
Wakild, P.E., Director
of Water Quality
y Authority of the Environmental Management Commission

----- ------ - - NUMBER OF BOUARDS
REQUIRED BASED ON ACTUAL B
FIELD LAYOUT
HINGED FLAP
4' SCH 80 PVC
5 SECONDARY
CONTAINMENT LINE
U4,
0 2'$CH 80 PVC
-"*-;ELOW GRADE PLAN VIEW OF EKRAUST
120 VOLT WEATHIR
PROOFPOWER
OUTLET
12' X 24' AIR rl2*X24"AJR
INTAKE VENT
ALVANIZED STEEL EXHAUST
MINIMUM ,�STACK 12'MtNIMUM ABOVE GRACE
— 2'
REMEDIATION SUPPORT TO BUILDING
SYSTEM CONTROL
PANEL
LU
Fl 500 LB LIQUID
SCH 80 P\(C HASE CARBON It
I NO "I'VESSEL, (I OF 2)
PI
DUAL PHASE
Pl
EXTRACTION SYSTEM
6 X S' CONRETE
DOUBLE r- m PAD
MINIMUM
STEEL � T
DOORS GALVANIZED STEEL I ... ..... ....... ...... . . . ......... . ... ..... . ......
PIPING SECONDARY OIL
120-GALLON ARTICULATE MIST FILTER PI
AIR FILTER
MOISTURE
EOUIPMEN
SEPARATOR EXPLOSION PROOF-N,,, CONTRACT
TRANSFER PUMP
SAG FILTER
-I TANK PUMP -OUT PORT
s Pt pf
24"A'R
jV N
M
TICULATE
R
2GALVANIZED,
EXRLOSION PROOF VENT STACK TO CODE
PROGRE$SIVE CAVITY 150 PSI Z`Dh WITH FLAME ARRESTER
CONSTRUCTION TANKER TRUCK FUEL
TRANSFER PUMP OIL I WATER ALVAN17-ED STEEL CONTRACTOR HOSE EQUIPPED WITH
SEPARATOR WITH PIPING 2' FEMALE CAMLOCK FITTINGS
INTEGRAL SUMP
c4l pt
1800 WATT EXPLOSION -\\,—.-I 2MALE ALUMINUM HIGH LEVEL SWITCH— --0
PROOF WALL HEATER EXPLOSION CAM LOCK FITTING
0 1 v
PROOF 30D-GALLON PRODUCT
31 VENTFAN
RECOVERYTANK
(ANCHOREDTO
0 CONCRETEPAD)
8`X ler REMEDIATION GALVANIZED VENT n 21 GALVANIZED STEEL PRODUCT n
BUILDING IANCHORED-,,-� 13
TO CONCRETE PAD) PIPE BUILT CODE 9 DISCAARGE LINE (GRAVITY DRAIN) U COPPER
GROUND
�E
UNDING ROD SCH 80 PVC CH 80 WIRE
z
1V X 24� CONCRETE PAD I / ,
NTH MALE BELOW GRADE
COPPER GROUNDING ROD
CAMILOCK
GROUND
WIRE 0
00 0 � GALVANIZED STEEL PRODUCT _J
LEGEND CL W
Z MCHARGE LINE SUPPORTS
(AS NEEDED)
6" GALVANIZED STEEL BOLLARD SET FLOW INDICATOR (AIR) X
IN CONCRETE AND PAINTED SAFETY
YELLOW TEMPERATURE SWITCH HIGH/HIGH
PSI POUNDS SQUARE INCH BALL VALVE
REMEDIATION BUILDING
TOTALIZING FLOW METER (wA:rER) GATE VALVE
LAYOUT
SAMPLE PORT GALVANIZED STEEL UNION
YRC TRUCKING TERMINAL
(E) PRESSURE INDICATOR VACUUM RELIEF VALVE 11010 REAMES RD
CHARLOTTE, NC
LEVEL SWITCH HIGH/HIGH CHECK VALVE
23 South Tryon S"ett-Scute I W
Charlotte, North Carolina 28203
-0373(�
LEVEL SWITCH HIGH CAMLOCK FITTING (MALE/FEMALE) A PROMOSIONAl COIP"�oD. 704-586-OW7(p) 7(*586
License # C - 1269
LEVEL SWITCH LOW FLOW DIRECTION DATE: 11-28-11 RE)ASION NO. 0
TEMPERATURE INDICATOR NO. EYR-002 FIGURE NO. 7
[JOB

POV
y 10, 2012
.S Permits Unit
on of Water Quality
qail Service Center
;h, North Carolina 27699-1617
YRC Trucking
Charlotte, North Carolina
J&H Project No. EYR-002
dam:
irt hickman
SMARTER ENVIRONMENTAL SOWTIONS
Divi iC 2- A'Y
,esources
OCI 3 201Z
,Pll GX0 Rtn 8' 7 1"
ent
5806
(NPDES) General Permit NCG510000. The proposed discharge pertains to recovery and
treatment of petroleum -impacted ground water. -
Please feel free to contact me with any questions or comments.
Sincerely,
Hart & Hickman, PC
Stele en R. Libbey, PG
Senior Project Geologist
W101
'MSC/bmh
Attachment
cc: Ms. Angela Maidment, Estes (I copy)
Mr. Steve Shinners, YRC (I copy)
2923 South Tryon Street, Suite 100 3334 Hillsborough Street ancom
'M'OA MMADENR Cover AW-MiW&iYtoj&-�S\6?6-'*C\EYR-002YRCCharlottoL Borings and 't Cov
04.586.0007 main 919.847.4241 main

2923 South Iryon Street, Snits t
hariott . NC 28203
704,58 ,0007 rnai 't
3 1 2112
k ve. L 01 6 1kC,E
General NO ES Permit
NCG510000 Notice of Intent
YRC Trucking kin Terminal
Y C Inc.
Charlotte, North Carolina
lirya
H&H Job No. EYR-002
w
2 2012 CAPO
...,
o 'NR
arid&
"� • "
SEAL low
2509
hart hickman
SMARTER ENVIRONMENTAL SOWTIONS
34�iilisksres��r�aStreet
�...w.�..
Raleigh, NC 27607
t3.847.424� rk�<�irt wwwharthickmamcom

Table of Contents
Section
Page No.
1.0 Introduction ..............................................................-...................................... .
.0 Proposed Ground Water Recovery and Treatment System
....................................`.4
3.0 Notice of Intent Supporting Information ........ ....... *.......................................» ...6
Dist of Tables
Table 1
Summary of Groundwater Analytical Data
List of Figures
Figure 1 <
Site Location Map
Figure 2
Site Maly
Figure 3
Monitoring Well Locations
Figure 4
Proposed Ground Water Remediation System Layout
Figure 5
Trench and NPDES Outfall Details
Figure o
Remediation Building Layout
Figure 7
Dual Phase Extraction System Schematic
List of Appendices
Appendix A
Completed and Signed Nonce of :Intent
Appendix B
Treatment System Components
Appendix C
Carbon Usage Calculations
Appendix. D
Alternatives Evaluation
Appendix E
Encroachment Agreement
hart ltCiiman
saw -master peg}ectsiastes
-"yfc\eyrda02 ytc charlotte isa borings and awslcapinpdes parnn[(npdes application:doo
"
SMAR4'EIR ENi@#tO MEWAL S+OLU'IRM

NPDES Permit NCG510000Notice of Intent
Site Information:
YRC Trucking Terminal
11010 Reames Road
Charlotte, North Carolina 28269
Facility ID: 0-01718
UST Incident Numbers: 6567 (fueling lanes), 36811 (former varol UST), 16826 (former
waste oil UST), 36806 (closed lift in tire lane)
Latitude/Longitude: 35°11' 10.94"N/80°4' 15.02"W
Risk Classification.
High - Water supply Well within 1,000 ft
Land Use.
Industrial/Commercial
Property Owner:
Estes Express Lines
Attn: Ms. Angela Maidment
1300 W. Broad Street
Richmond, Virginia 23230
[phone]
UST Owner & Operator:
"YRC Inc.
Attn: Mr. Steve Shinners
10990 Roe Avenue
Overland lark, Kansas 66211
[phone]
Consultants
Hart & Hickman, PC
Attn: Mr. Matt I ramblett, PE
2923 South Tryon Street, Suite 100
Charlotte, NC 28203
[phone]
Release information.
Release Discovery Dates: March 24, 2009 (incident #6567- reopened by DENR) June 2,
2009 (incident #36806), March 1990 (incident #36811), and May 1996 (incident 1# 16826)
Estimated (quantity of release: Unknown
Cause/Source of Release: LIST Systems
UST Information: Five former er diesel fuel dispensers served by 13 former diesel USTs
ranging in size from 10,000 -- 20,000 gallons; one former subgrade hydraulic lift served
y a former hydraulic oil reservoir of an unknowncapacity; a former 1,000-gallon varsol
UST, and a former I 0,000-gallon waste oil UST.
i hart 0—%*— hi kman
s.iaaa-master prajectslestes - rclegr )U2 yrc char}atte7sa borings s and a e'steap npdis parnutlnpdes application IIM,

NPDES Permit NCG510000 Notice of Intent
YRC Trucking Terminal
11010 Reames Road
Charlotte, North Carolina
H&H Job No. EYR-002
1.0 Introduction
This Notice of Intent (NI) and supporting documentation for coverage under National Pollutant
Discharge Elimination System (NPDES) General Permit NCG51000 is being submitted for
discharge of treated petroleum -impacted ground water at the YRC Trucking Terminal located at
11010 Reames Road in Charlotte, Mecklenburg County, North Carolina. A Site Location Map
and Site Map are presented as Figures I and 2, respectively. The NOI form is attached as
Appendix A. Additional information is provided below.
The March 2011 Comprehensive Site Assessment (CSA) documented a release from five former
diesel fuel dispensers served by 13 former diesel underground storage tanks (USTs) ranging in
size from 10,000 — 20,000 gallons; a former 1,000-gallon varsol UST; a former 10,000-gallon
waste oil UST; and one former subgrade hydraulic lift served by a former hydraulic oil reservoir
of an unknown capacity. The North Carolina Department of Environment and Natural Resources
(DENR) UST incident numbers are 6567 (fueling lanes — reopened by DENR), 36811 (former
varsol UST), 16826 (former 10,000-gallon waste oil UST), and 36806 (closed lift in the tire
lane). The DENR site risk ranking is high due to the presence of one supply well used for
drinking water within 1,000 11 of the source area. Based on the historical and current use of the
subiect proverty, the site land use is classified as industrial/commercial.
Based on the groundwater sample results, target compounds were detected above the NC 2L
Standards in CSA monitoring wells MW-3, MW-7, MW-9, MW-10, MW-12 through MW-17,
MW-21, and MW-24 and LSA temporary wells LSA-6 and LSA-9. The most common
constituents detected above the NC 2L Standards in CSA monitoring wells or LSA temporary
wells included benzene (up to 160 lig/1), naphthalene (up to 950 gg/1), total C9-C18 aliphatics
(up to 4,600 gg/1), total C9-C22 aromatics (up to 3,500 gg/1). No compounds were detected
2 V
sAua-master projects\estes - )Tc\eyr-002 yrc cWotte Isa borings mid ows\cap\npdes perm t\npdes application.doc hart hickman
W
SMAWER EMMMMEWAt SMUT MS

above DENR GCLs. Five monitoring wells contained light non -aqueous phase liquid (LNAPL
or free product) including LSA-3, LSA-7, MW-2, MW-22, and MW-23 (Figure 3).
A Corrective Action Plan (CAP) that focused on removal of free product was completed for the
site in April 2012, The off -site water supply well that has qualified the site as high risk is over
900 It away. Based on BIOS RE modeling presented in the CAP and the groundwater flow
direction, this off -site water supply well is not threatened by the subject releases. In addition,
soil impacts do not exceed industrial MSCCs such that the site should be eligible for risk -based
closure once the free product is removed. H&H has recommended that the risk status be changed
from high to intermediate for this site.
H&H evaluated multiple remedial options for the free product. The free product appears to
consist of diesel, waste oil and varsol. The depth to free product is approximately 35 ft and the
free product is located under a fueling building. Therefore, the potentially applicable cleanup
technologies are limited. Excavation of the free product was considered. However, an actively
used building is in the way, and the excavation cost is too high. Based on the depth and
widespread area of free product, a dedicated system is necessary for effective free product
recovery. During the CAP, MH completed a dual -phase extraction (APE) pilot test which
indicated that DPE will be an effective technology for free product recovery at the site. H&H has
completed the DPE system design which is outlined herein.
The completed and signed NOI form is attached as Appendix A. A description of the recovery
and treatment system is provided in Section 2.0. Supporting information for the NOI is described
on an NOI item-by-itern basis in Section 3.0.
3 It
Oaaa-mster projects\estes - vrc\eyr-002 Nrc charlotte Isa borings and owsNtaporpdes pernatatpries application.doc hart hickman
SMAMR OWPOW&WAL SMUT"S

2.0 Proposed Free Product Recovery System
This section presents the specifications for the proposed remedial system. The proposed
remedial system will be comprised of a free product recovery system. Free product will be
removed from ground water and vadose zone soils and pumped to the treatment system building
using a liquid ring pump. The extracted air will be discharged by the DPE system exhaust while
extracted groundwater and free product will be pumped from the moisture separator to an
oil/water separator. Free product will gravity drain from the oil/water separator to an above
ground product storage tank and groundwater will be pumped from the oil/water separator
through two 500 lb. liquid phase carbon cylinders before it is discharged via PDES General
Permit NCG5 10000 into an existing storm water drainage swate bordering the western edge of
the site. The treatment system layout and NPDES out all details are depicted on Figures 4 and 5,
respectively.
Based on pilot test results, the total recovery rate is anticipated to be 60 gallons per hour (gph) or,
less.
Ground water and Free Product Recovery
Based on pilot testing, H&H proposes to utilize one existing recovery well (RW-1) and proposed
three additional recovery wells (RW-2 through RW-4) for free product recovery. The DPE well
locations are presented on Figure 4. The additional DPE recovery wells will be installed to
depths of approximately 42 ft bgs. The recovery wells will be constructed of 4-inch diameter
schedule 40 PVC casing with 25 to 30 ft of 0.010-inch slotted PVC well screen. The sand pack
will extend two feet above the screen interval followed by a 3-ft section of hydrated bentonite
followed by cement grout to approximately two feet below the ground surface.
Ground water and free product will be recovered from each well using an electric Dekker 10 hp
DPE liquid ring pump (Model VMXOl 53KAI -20).
Ground Water Treatment and Free Product Removal
Figure 6 indicates the layout of the treatment system. Ground water and free product recovered
4
Oaaa-master projects\estes - yrc\eyr-002 yrc charlotte Isa borings and ows\cap\npdes perniMnpries application.doc
hart hickman
SWRITA 04MONMWAL SOUAMS

from the recovery wells will be pumped via sub -grade piping to the treatment system housed in
dedicated treatment building. The system will contain a moisture separator, a bag 'filter, an
oil/water separator, a liquid ring pump, ;two transfer pumps, two carbon canisters installed in
series, and associated controls. A schematic of the recovery and treatment system is indicated on
Figure 7. Equipment sheets are included in Appendix B.
Recovered ground water will be pumped to a 120-gallon moisture separator equipped with high -
high, high, and low level switches. When the high level switch is tripped, the ground water and
free product will be pumped from the moisture separator with a transfer pump to an Enviro-
Equipment 59-gallon oil/water separator (Model -10). Free product will gravity drain from
the oil/water separator to a 300-gallon above ground product storage tank and groundwater will
be pumped from the oil/water separator with a transfer pump through two 500 lb. Tetrasoly
liquid phase carbon cylinders (Model V-HPP-500). Appendix C contains carbon breakthrough
calculations. Sampling ports will be installed prior to, between, and after the carbon vessels.
A control panel will monitor the treatment system. The system is designed to prevent discharge
of untreated water and to shut off the liquid ring pump when the level switch (high/high) in the
moisture separator or oil/water separator is triggered. A flow meter will be installed at the
system discharge to allow for quantification of treated effluent.
Va or Recovery and Treatment
The extracted air will be discharged by the DPE system exhaust. Because the discharge is to the
atmosphere, no permit is required, but the site will need to be registered with Mecklenburg
County Air Quality.
s laaa master projects\estes - yr6eyr-002 yre charlotte Isa borings and ows\cap\npdes percmtlnpdes application.doc hart ON—o hickman
SMAM1k WARONWWiAl. SMUTtM

3.0 Notice of intent Supporting Information
NOI Item 1: Mailing Address
See N1. No further documentation required.
NOI Item 2: Location of Property
See N01. No further documentation required.
NOI Item 3: Physical Location Information '
See N01. No further documentation required.
NOI Item 4: New, Modification, or Renewal?
See N+1. No further documentation required..
NOI Item 5: Does Facility Have Other NPDES Permits"?
See N01. No further documentation required.
NOI Item + : Description of Discharge
See N01. Maps depicting the discharge location and routes are provided as Figures 1 and 4. The
system piping trench and NPDES outfall details are provided in Figure 5. The anticipated
discharge is expected- to be 1 gallon per minute (gpm) or less based on the results of the DPE
pilot test.
NOI Item 7: Discharge Frequency
See N01. No further documentation required.
NOI Item 8: Treatment System Components
See N01. A description of the treatment system is included as Section 2.0 and system equipment
information is included in Appendix. B. System components are indicated on Figure 5. A table
of historical ground water concentrations is included as Table 1. Carbon usage calculations
provided by Carbonair are included in Appendix C.
sAaaa-master projectAestes - yr6eyr-002 4r'c charlotte Isa borings and owstc ap\npdes permit\npdes appticat#on.doc hart� hickman
SNt4'Eit ENVIRUNh#EN2A3. 5tN.U7iixFtS

NOI Item 9: Receiving Waters
See NOL No further documentation required.
NOI Item 10: Alternatives to Direct Discharge
See Appendix D.
NOI Item 11: Additional Application Requirements
I I a: See Figure 1.
I lb. See Figures I and 4.
Ile. Discharged water will run along storm water swale within NCDOT right-of-way. See
Appendix E.
I Id. Not Applicable (Owner/Operator has signed)
I le. See Figure 6.
HE See Section 2.0 and Figure 6.
1 1g. See Figures 3 and 4.
11 h. See Table 1.
7
Oaaa-rnastcr projectskestes - yr6eyT-002 yrC charlotte Isa borings and owskap\nprIes pertratknpdes application.doc
hart hickman
MUM ENVOlOWAWAL SWOONS

Table 1 (Page 2 of 2)
Summary of Groundwater AnalyticalData
YRC Trucking Terminal
Charlotte, North Carolina
H&H J _No. EYR-002
Sample ID M -16 MW-17
MW-18
MW-19
W-20
MW-20D
MW-21
-24
North Carolina 2L
Gross
Contamination
Ground Water
Date 1}1812011 1/1712011
11/22l2011
1t17}2011 11}22}2011 1}17}2011 11C2212011
1l1712011 11}2212011
1}1712011
1}17}2011
11}22}2011
1}2812011
to
Standards (IgR )
Levels for Ground
:Water }L
VOCs 16 0061
1,1-Dichloroethane <0.50 <0,50
<0.50
<0,50
<0.50
<0:50
<0,50
<0,60
<0S0
<0:50
<0,50
<0.50
<0.50
6
6,000
11-Dichloroethene <0.50 <0:50
<0.50
<0.50
<Uo
<050
<0.50
<050
<0,50
<0,60
<0,50
<0.50
<0.50
7
7,000
1,2,4-Tri ethylbenzene 310 160
70
<0.50
1.1
<0.50
<0.50
<0,50
<0.50
<0.50
4.6
<0.50
8.1
400
28,500
1,2-Dichlorobenzene 2.2 18
2.7
2A
3,7
<0.50
<0.50
<0.50
<0.50
<0,50
<0.50
<0,50
<0.50
20
20,000
1,2•Dichloroethane 1.7' 16
1.0
<0,50
<0.5
<0.50
<0.50
<0,50
<0,50
<0:50
<0.50
<0.50
<0.50
0A
400
1,3-Dlchlorobenzene <0.50 <0:50
0,65
<0,50
<0.50
<0:50
<0.50
<0.50
<0.50
<0:50
<0,50
<0.50
<0.50
200
61,500
1,3,5•Trimethylbenzene 85- 44
33
<0,50'"
<0.50
<0:50
<0.50
<0.50
<0.50
<0.50
2.0
<0.50
2.3
400
25,000
1,4-Dichlorobenzene <0,50 0:53
1.2
1,6
2A
<0,50
<0.50
<0.50
<0,50
<0.50
<0.50
<0.50
<0.50
6
6,000
4-Isopropyitoluene 16 8A
5.0
0,71
1.2
<0,50
<0.50
<0.60
<0.50
<0.50
<0.50
<0.50
1A
25'
NS
Acetones <10, <10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
6,000
6,000,000
Benzene 150 160
120
1.0
1.2
<0.50
<0.50
<0.50
<0.50
<0:50
IA
<0.50
16 "
1
5,000
Ethylbenzene 65 22
2.6
<0.50
<0.50
<0.50
<0.50
<0.50
<0,50
<0,50
1.6
<0.50
0,79'
600
84,500
Isopropylbenzene 24 16
7,0
<0.50
0.88
<050
<0,50
<0,50
<0.50
<0.60
<0.50
<0.50
2,8
70
25,000
Methyl Butyl Ketone 1,6 IS
4.3
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
1,0
<1.0
<1,0
40'
280,000
Methyl Ethyl Ketone <5:O <5.0
<5.0
<5,0
<5.0'
<5.0
<5.0
<5.0
<&O
<5.0
<5.0
<5.0
<5.0
4,000 -
4,000,000
Methyl lsobutyl Ketone 4.6 &6
6.3
<1,0
<1.0
<1.0
<1.0
<1,0
1A
<1.0
1.2
<1.0
<1.0
too,
NS
Methylene Chloride 2.5- 4,8
<2.0
<2.0
<2,0
<2,0
<2,0
<2.0
<2,0
<2,0
<2,0
<2.0
<2.0
6
5,000
Methyl-tert-Butyl Ether 76 27
31
<1,0
<1.0
<1,0
<1,0
<1,0
<1,0
<1.0
<1.0
<1.0
<1.0
20
20,000
Naphthalene 96 170
360
<1.0
1A
<1;O
<1.0
<1.0
<1.O
<1,0
<1.0
<1.0
64
6
6,000-
n-Butylbenzene 12 2.7
1.9
<0.50
0.78
<050
<0.50
<0.50
<0.50
<0,50
<0.50
<0.50
<0.50
70
6,900
n-Propylbenzene 32 12
6.0
<0.50
<0.50
<0,50
<0.50
<0.50
<0,50
<0.50
<0.50
<0.50
0,76
70
30,000
sec-Butylbenzene 18 8.8
4.7
<0,60
0,91
<0.50
<0,50
<0.50
<0.50
<0.50
<0.50
<0,50
13
70
8,500
tert-Butylbenzene 2.0 1:3
1,6
<0.50
<0,50
<0.50
<0.50
<0.50
<0.50
<0:50
<0,50
<0.50
<0,50
70
15,000
Toluene 33 1.1
<0,50
<0.50
<0.50
<0 50
<0.50
1.7
<0,50
<0,50
1.8
<0.50
1.3
600
260,000
Xylenes (total) 330 63
35
1,6
1.8
<1,5
<1,5
1,5
<1.5
<1.5
9.7
<1.5
12
500
86,50
Lead 6010C NA NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
15
15,000
Phenol 420.1 NA NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
30
30,000
PAHs t625}
2-Methyinaphthaiene 74 170
200
<10
<10
<10
<11
<10
<10
<10
<10
<10
25
30
12,500
Diethylphthalate NA NA
<10
NA
<10
NA
<11
NA
<10
NA
NA
<10
NA `
6,000
NA
Naphthalene <10 66
190
<10
<10
<1'0
<11
<10
<10
<10
<10
<10
40
6
6,000
Phenanthrene <10 <10
<10
<10
<10
<10
<11
<10
<10
<10
<10
<10
<10
200
410
VPH! H ft9 DEP
VPH CS-C8 Aliphatics 550 320
NA
<50
NA
<50
NA
<50
NA '
<50
<50
NA
<50
400
NS
VPH C9- 12 Allphatics <50 150
NA
<50
NA
<50
NA
<50
NA
<50
100
NA
200
NS
NS
EPH C9-CI8 Aliphatics 400 130
NA
<100
NA
<100
NA
<100
NA
<100
<100
NA
<100
NS
NS
Total 09 C18 Aliphatics 400 1,60
NA
<150
NA
<10
NA
<150
NA
<150
100
NA
200
700
NS
EPH C19-C 6 Allphatics <100+ <100
NA
<100
NA
<100
NA
<100
NA
<100
<100
NA
<100
10,000
NS
VPH C9-C 10 Aromatics 2100; 910
NA
<50
NA
<60
NA
<50
NA
<50
51
NA
130
NS
NS
EPH C11-C22 Aromatics 820 740
NA
<100
NA
<100
NA
<100
NA
<100
<100
NA
300
NS
NS
Total C9-C22 Aromatics 2,920 1,650
NA
<150
NA
<10
NA
<150
NA
<10
51
NA
430
200
NS
Notes:
Concentrations reported in pgfL
Values in bold exceed the NC 2L Ground Water Standard.
'Value is an interim Maximum Allowable Concentration (IMAC) as specified under 15A NCAC 21 a0202
Laboratory analytical method is shown in parentheses.
Select monitoring wells not sampled dire to free product or limited sampling plan
MADEP = Massachusetts DepartmentofEnvironmental Protection;
VPH = Volatile Petroleum Hydrocarbon;
EPH = Extractable Petroleum Hydrocarbon, NA = Not Analyzed; NS
;= Not Specified; ug/L = Micrograms per Liter;
VOCs = Volatile Organic Compounds; PAHs = Polynuclear Aromatic Hydrocarbons
S -Master ProgectstEstes - YRCTYR-002 YRC Chaiatte L.SA SoOngs and OWSICAMAP Data Tables0sta Tables 2012-03-21
Hart A Hickman, PC

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APPROXIMATE TITLE
5 2000 4000 SITE LOCATION MAP
SCALE IN FEET PROJECT YRC TRUCKING TERMINAL
U.S.G.S, QUADRANGLE MAP CHARLOTTE, NORTH CAROLINA
iie1*a, NC 194%MrtflickmanC:iaerlernt North Carolina 387t)3
A PROFESVONAL caPPOPa'noN 704- 5!>"tW7 (p) 04-5I £,-073 (t)
QUADRANGLE DATE: -2 -12 REVISION NO: 0
7.5 MINUTE SERIES (TOPOGRAPHIC) EB NO: YR-002 FIGURE NO: 1

LEGEND}
PROPERTY BOUNDARY
FENCE LINE
FORMER / ✓" TREE LINE
WASTEWATER - — — LINE
TREATMENT' PRODUCT
PLANT ,� ;, ,
s ` .,q ..... INTERMITTENT STREAM
aq ABANDONED WATER
SUPPLY WELL
En DUMPSTEF2
EMPLOYEE mm CATCH BASIN
* PARKING \
LOT
A.
FUELING3'R9f y�
r ANES TIRE (, /
/ EMPLOYEE SHOP Cp'G
r PARKING G
LOT o kl *
TRUC TRUCK/ J 7°
FORKLIFT r- TRAILER
MAINTENANCE"'. PARKING t
SHOP 00 TRAILER AREA
SHOP
APPROXIMATE
Q 250 500
# SCALE IN FEET
TALE
SITE MAP
YRC TRUCKING TERMINAL.
11010 REAMES R
CHARLOTTE, N
" + ° - ?923South Tryon Street -Suite 1(9)
U6Hickman CdYh�arlotte, North (:atofina 2820
W
A £ RO ":ESSONAL CORPORATION �-S8�?�.��.}{}7(,)) t�t4^406•03! i(
License # C-1269
GATE: —231 REVISION NO. CI
JOB NO: EYR-002 I, NO.

LEGEND
FIRE LAND FORMER SUBGRADE HYDRAULIC LIFT
CONCRETE MW- j j FORMER HYDRAULIC FLUID RESERVOIR
ACCESS DRIVE (ND)
SUMP
SHALLOW MONITORING WELL.
DEEPER MONITORING WELL.
` l PRODUCT RECOVERY WELL
`. (ND) NO FREE PRODUCT DETECTED
DIESEL APPARENT FREE PRODUCT TYPE
FORMENANCE (0.34) FREE PRODUCT THICKNESS
MAINTPIT `' .< NOVEMBER 22, 2011 (FT)
ESTIMATED EXTENT OF FREE PRODUCT
MW s
-,,MW-24-0I- (DRY) `` l
`(ND)
MW-1
(ND}
\ MW-7 MW-1
\ (0.07)
} (ND) LSA -3DIESEL OR l (ND)
MW-15 V r VAR
(ND)-22
MW-9 RW-1 DIESEL
(1.30) i MW-2
SUBGRADE ljr DIESEL,, ! (0.34)
PRODUCT LINE LSA-7 WASTE OIL OR /16
(0;52) STE DIESEL
W-19
\ DIESEL (NO) MW-14 (ND)
MUV 23 #vfW-1 (ND)
`. (IESE
DIESEE -4p-MW-4 FORMER WASTE
MW-10 MW-16 FORMER VARSOL UST (DRY) OIL UST BASIN
(ND) (ND)
MW-17 MW-1
(ND) (ND)
MW-5
1 (ABANt7ED)
5,000-GALLON WASTE
OIL AST
FLOOR DRAIN
APPROXIMATE.
0 40 80
ACTIVE MAINTENANCE SNOT' &)20
SCALE IN FEET
MW-20D THE
M O) AL (ND) MONITORING WELL LOCATIONS
ENGINE ROOM PROJECT
YRC TRUCKING TERMINAL
11010 REAMES RD
CHARLOTTE, NC
2923 South Tryon Street Suite 100
j )$%aft (2'harlotte, North Carolina 282903
fJ ,a ca.RcpAoaN 704-586-0007(p) 704 ;x$G-0373(t)
DATE. 5-23-12 REVISION NO. 0
L L� LJOLBNLO: EYR-0 2 FIGURE NO.

LOCATION N iF DRAINAGE sWALE DISCHARGE
TO UNNAMED TRIBUTARY OF DIXON BRANCH LEGEND
— — PROPERTY BOUNDARY
FENCE LINE
r'
0, TREE LINE
— AST PRODUCT LINE
"`' — -- - INTERMITTENT STREAM
r
GROUNDWATER RECOVERY/
DISCHARGE LINE TRENCH
APPROXIMATE NGDOT ,�'
Q - - - -- STORMWATER SWALE
MAINTENANCE RIGHT -CIF -WAY �, PIPING UNDER DRIVE
{BACK EDGE OF EXISTING L7
DRAINAGE SWALE° w GROUNDWATER RECOVERY
WELL
EXISTING .,, ABANDONED WATER
STORMWATER ' `` SUPPLY WELL
DRAINAGE CULVERT �1f DUMPSTER
BENEATH DRIVEWAY ell
PROPOSEDNPI�ES CATCH BASIN
DISCHARGE LOCATION
IN EXISTING * NOTE: FI ! $ OT RELEASED
STORMWATER TER , °' PARKING FUR T /
DRAINAGE SWALa°°
,/0 ow
4w oft
` TERMINAL
oft
BUILDING 40
Illy/, .�
oil Itto'k
c LLED FORMER
MA TENANG
EFFLUENT ` PIT APPROXIMATE
RIPE < 0 120 aao
AST SCALE 1N FEET
PARKING �
LOT f , CONCRETE RETE ,
PROPOSED GROUNDWATER
REMEDIATION SYSTEM
PROPOSED R �,.��y� ��, � LAYOUT
GROUNDWATER ' ' � -�� _ � �� YR TRUCKING TERMINAL
TREATMENT - R -1 11010 REAMES RD
AREA INFLUENT 3 RW-4 CHARLOTTE, N
RW- 2923 South Tryon Street -Suite lilt)
PIPE � �
8203
ASPHALT Charlotte, North 07(p) Catalina 373(
ri PRcrFeas4lNac Cartaawasqu 7134-58G-ili1Q?(p} 7t1A-5$6-ti373(f}
wh CSC License ## C-1269
<,q&���� E 'GAT» -23-12
' REVISION NO. 0
""* ASPHALT JOB NO: EYR-002 FIGURE NO.
�,

12" LONG SMOOTH DOWELS DRILLED 6'" 12" LONG PIECES OF #4 REBAR DOWELED
INTO EXISTING CONCRETE USING 6" INTO EXISTING CONCRETE USING
REBAR/DOWEL EPDXY (EVERY 12" REBA OWEL EPDXY (EVERY 12'"
ALONG SAW CUT) ALONG SAW CUT, OFF -SET FROM
OPPOSITE SIDE) REPLACEMENT NATIVE SOIL
REPLACEMENT
CONCRETE EXISTING GRADE (CONCRETE) ASPHALT EXISTING GRACE (ASPHALT) REPLACEMENT EXISTING GRADE (SOIL)
(5,000 PSI, HIGH
EARLY STRENGTH) 4 � 0 0 0 0 0 0
." ° " Q 0 0 U 0 C} vti v vvv v
m: METAL LOCATOR TAPE p p Q {j 0 0 0
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2 SCH. 80 PVC " SCH. 80 PVCIII—III�I 1 2"SCH. 80 PVC
GROUNDWATER,_':: • •. „ :° GROUNDWATER
RECOVERY LINE ° ` w ' , • Y , _ GROUNDWATER
RECOVERY LINE
DISCHARGE LINE
4° SCH. 80 SECONDARY ;
4" 4" SCH: 80 SECONDARY" COMPACTED
CONTAINMENT LINE ., '.'; :. CONTAINMENT LINE ti . SAND OR SCREENINGS
(SPEARS@ DOUBLE
(SPEARSG DOUBLE
CONTAINMENT SYSTEM f 12" CENTRALIZER CONTAINMENT SYSTEM 12" CENTRALIZER ° 12" OR EQUIVALENT) OR EQUIVALENT)
TYPICAL TRENCH SECTION AT "A`' TYPICAL TRENCH SECTION AT rrprr TYPICAL TRENCH SECTION AT VIC11
ON FIGURE 3 ON FIGURE 3 ON FIGURE 3
(NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE)
APPROXIMATE
APPROXIMATE
NCDOT 2" SCH. 80 PVC
EDGE OF MAINTENANCE TREATED GROUNDWATER
PAVEMENT RIGHT-OF-WAY DISCHARGE LINE
REAMES ROAD (BACK EDGE OF
(SR 2484) DRAINAGE SWALE) METAL LOCATOR$
11 ` TAPE Ij%
4'x4'xT DEEP RIPRAP S
FILLED OUTFALI NPDES
DISCHARGE
40
REAMES ROAD LOCATION
F2IPRAP
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' . , ,'. ,, _ ,, , ,: >, . . k „ ✓ ?, \ , , _, 3. ', . COMPACTED SANDI;
YRC TRUCKING TERMINAL
v � r � �; \ ;n � , ;r : \ < „ °� ✓„~> . > _ . , SCREENINGS 11010 REAMES R©
CHARLOTTE, NC
STORMWATER DRAINAGE SWALE ALONG 2921SouthTryonStreet-Suitelot)
kmaChulotte„ North Carolina 28203
-j%
REAMES ROAD SHOWING PROPOSED NPDES �F�o� &Hic EGSIONALa���itory 7.4-,,,-00,7(p)7(4-586-0,373€)
DISCHARGE LOCATION License # G1269
(NOT TO SCALE) NOTE: FINAL DESIGN; NOT RELEASED DATE: —23-12
FOR CONSTRUCTIONSIt?W NO. 0
JJ=08N -002 FIGURE NO. 5

5' {TrP>
NUMBER OF BOLLARDS B
REQUIRED BASED ON ACTUAL
FIELD LAYOUT
HINGED FLAP
� "SCH 80 PVC
SECONDARY
5* 3� II $ CONTAINMENT LINE
to
a I Im.e,a
1 1I 2" SCH 80 PVC
[III BELOW GRADE +w
120 VOLT WEATHER PLAN VIEW OF EXHAUST /
PROOF POWERSm
OUTLET I R 12 X 24 AIR 12" X 24 AIR
p
t� ce
A..�� � INTAKE VENT �Rft
..,, INTAKE VENT, _, ,.. «� ..., w. m .:; ..o.v . n w, , .. M .,.
40
MINIMUM00 GALVANIZED STEEL EXHAUST
STACK REMEDIATIQN SUPPORT TMONBUILDING
IMUM ABOVE GRADE.
SYSTEM CONTROL 'O
PANEL
CH60 PVC 500 LB LIQUID "
5 z PIPING SP HASE CARBON
w. O F$ .i, PI PI DUAL PHASE z VESSEL (1 OF 2)
EXTRACTION SYSTEMrD" p -1
DOUBLE O m 6' X & CONRETE
STEEL 0 0 PAD ,+ '
DOORS ALVANIZED STEEL MINIMUM
PIPING SECONDARY OIL m �
120-GALLON ON ARTICULATE MIST FILTER y PI
MOISTURE AIR FILTER
SEPARATOR P9 EXPLOSION PROOF EQUIPMENT
TRANSFER PUMP CONT CTOR
_— — BAG FILTER
S P1 PI TANK PUMP -OUT PORT
EXPLOSION PROOF I 2" GALVANIZED
VENT STACK TO CODE
PROGRESSIVE CAVITY CONSTRUCTION 150 PSI 2" DIAMETER WITH FLAME ARRESTER I
TRANSFER PUMP' CONTRACTOR TANKER TRUCK FUEL
OIL! WATER ALVANtED STEEL t E
--." :
SEPARATOR WITH PIPING HOSE EQUIPPED WITH
Sp INTEGRAL SUMP 2" FEMALE CAMLOCK FITTINGS '
k
}
1800 WATT EXPLOSION PI
2" MALC ALUMINUM HIGH LEVEL SWITCH
PROOF WALL BEATER
r- O EXPLOSION CAM LOCK FITTINt3
z PROOF i
VEN i FAN 00-GALLON PRODUCT 1
RECOVERYTANK
(ANCHORED TO
8' X 16' REMEDIATION tx CONCRETE PAD)
BUILDING (ANCHORED, --.*"
ANCHORED GALVANIZED VENT n 2" GALVANIZED STEEL PRODUCT ri 13 I ;
i
TO CONCRETE PAD) PIPE BUILT TO CODE z U DISCHARGE LINE (GRAVITY DRAIN) COPPER �
GROUND
GROUNDING ROD SCH 80 PVC SCH 80 PVC WORE
IO' X 2W CONCRETE PAD ®...®
COPPER ` WITH MALE O JI BELOW GRADE
GROUND CAMLOCK I I GROUNDING ROD
WIRE 0 0 us O
LEGEND a qI GALVANIZED STEEL PRODUCT }
2 ISCHARGE LINE SUPPORTS
6" GALVANIZED STEEL BOLLARD SET F$ FLOW INDICATOR (AIR) ° (As NEEDED)
_ IN CONCRETE AND PAINTED SAFETY �
YELLOW TEMPERATURE SWITCH HIGH/HIGH
PSI POUNDS SQUARE (NCH BALL VALVE
"
TOTALIZING FLOW METER (WATER) >4 GATE VALVE REMEDIATIONBUILDING
LAYOUT
SAMPLE PORT GALVANIZED STEEL UNION
act
PRESSURE INDICATOR VACUUM RELIEF VALVE YRC TRUCKING TERMINAL11010 REAMES RD
LEVEL SWITCH HIGH/HIGH ' CHECK VALVE CHARLOTTE, N
+ 2 23 South Tryon Street -Suite 100
Charlotte, North Carolina 28203
LEVEL SWITCH HIGH ( ) ftsat PROFESSIONAL k Barran "-586-0007(p) 704-586-0373(t)
CAMLOCK FITTING MALEIFEMALE
. #I_.ICeriSC �` C-I264
LEVEL SWITCH LOW — FLOW DIRECTION DATE: —23-12 REVISION seN4. p
NOTE: FINAL DESIGN; NOT RELEASED
TEMPERATURE INDICATOR FOR CONSTRUCTION rJOTNO: -002 FIGURE Na. 6

BREAKER PANEL CONTROL PANEL LEGEND
DISCHARGE
Hg INCHES OF MERCURY
ALARM LAMPS PANEL 4dGHTS PAucI SWiT`.F{ES
20-200 SGFM R
MOISTURES€PhRArGR HASETING DUAL SYSTEM �EXTRAeTIoa PSI POUNDS SQUARE INCH
tsHH SYSTEM tJPERARA
MOISTURE SEPARATOR
— — " _ �� TOTALIZING FLOW METER (WATER)
OIL WATER SEPARATOR �} MOISTURE SEPARATOR TRANSFER PUMP ,-�,
««...,.�.:.�.....� ..M...»....... ,.... �.....,...,w. LSHH �..++ TRANSFER PUMP
f � �'••/ OPERATING OIL MWATER TRANSFER """ ai Fl FLOW INDICATOR (AIR)
:f 0 PRODUCT RECOVERY TANK
LSHN OIL WATER SEPARATOR « SAMPLE PART
f I— .......�. — — : ti TRANSFER PUMP HOUR METER f I f f
f 0 OPERATING
SYSTEM
EXTRACT f � f f f PRESSURE INDICATOR
f f SYSTEM LSLL #ON.} DIGITAL TEMPERATURE
INDICATOR f f f f f
0
DUAL PHASE EXTRACTION f � f f f SECONDARY DIGITAL TEMPERATURE INDICATOR
SYSTEM TSHH (HIGH EXHAUST f 1 OIL -MIST
f TEMPERATURE) f f f f SCAVEFILTNGER H LEVEL SWITCH HIGH/HIGH
f DUAL PHASE EXTRACT" � f f
f0 SYSTEM PSU,(LOSS OF f f f f LEVEL SWITCH HIGH
[ SYSTEM VACUUM)
f f f f f f LEVEL SWITCH LOW
1 f
f f f f# f f TEMPERATURE SWITCH HIGH/HIGH
f f f f f f f f HM HOUR METER
f f
f f f f{ BALL VALVE
f ADJUSTABLE VACUUM �.. ,.�....._ .....:..,... f i : GATE VALVE
RELIEFVALVE SET G f —_ ,_ — ... _ — ...r — —
f f 29" ragr GALVANIZED STEEL UNION
f f f f (
f f 5.15I} sCFas f Aso• Hg ` Hg call SEALED EXPLOSION PROOF VACUUM RELIEF VALVE
DUAL PRASE ACTION SYSTEM CHECK VALUE
LsLL
FI PI F'i 140 ACFM 26" Hg
MAXIMUM VACUUM 29" Hg
" DEKKER VMX0163K OR EQUIVALENT CAMLOCK FITTING (MALEIFEMALE)
-- w* FLOW DIRECTION
AIR FILTER
s
f f + 150 PSI TANKER
SIGHT GLASS f f f 0. 0 PSI TRUCK HOSE
€ 304 OR 316 STAINLESS
AGALVANIZED SEPARATOR f f pI ' TEEL�BAOGN SEA 5 VJiiH
f VENT BUILT TO Ct7DE f Et1 P PI MAX Fa.OW: 50 GPM 500I6 LIQUID
f 500Ib LIQUID
f f f f MAX PRESSURE.150>PSa PHASE CARBON PHASE CARBON
S DIAMETER LSFtH f VESSEL
GROUNDWATCER p � PS
EXTRACTION LINE WITH 4"" 120-GALLON EPDXY J
SCH: 80 PVC SCE DARY COATED f SEIP WATCSR f f 2° DIAMETER SCH 80 PEG
CONTAINMENT MCtIS7URE, NOMINAL FLOW 10 GPM � f
SEPARATOR f <10 mg& DISCHARGE, f
30 MICRON OIL LSL--I ffq
f DROPLET SIZE
°G f
f SELF PRIMING TRUCK HAS R;
o I . �T�� ,
Cr t} f EXPLOSION PROOF BELOW
CLEAN f UT PORT (2225 PM 4ER 0 PSI ;
LIQUID FLOW f CAPO% TO NPDES DISCHARGE
(GALVANIZED STEEL PIPE) GALVANIZED TANK VENT LOCATION
% EXPLOSION PROOF mee�w
BELOW GRADE BUILT TO CODE fa#* *+ TRtE
PROGRESSIVE CAVITY m
TRANSFER PUMP" f.. 150 PSI TANKER �
(5GPM 20'Hg) f TRUCK HOSE A DUAL PHASE 'EXTRACTION
f �,s't'SYSTEM SCHEMATIC
pi
Sm
300-GALL{aNSaNGLE �...,,,....,.: {� pf. t/^ap, p� `�i
0-30"Hg WALLED EPDXY COATED 4.+ TiSV i9f6,i TE IYIfNIiG..
PRQDU TARNECOVERY 40 11010 REAMES RD
` A.
RECOVERY WELL
CHARLOTTE, N
(TYPICAL 1 OF 4) j 2923 South Tryon Strect-Suite I()o
!® t f km Charlotte, North Carolina 25203
A PROFEffitgiiJNAifit. CCRPORAYICfM1t
g� yg�� p License
�##f��C..-11269 �j
DATE: 5-23--12 REVISION NO. LI
NOTE. FINAL DESIGN; NOT RELEASED
FOR CONSTRUCTION JOB NO: FlIGURE NO. 7

Appendix
Completed and Signed Notice of Intent
hart hickman
WAVO M

FOR AGENCY USE ONLY
Cate Received
`*24
Division of Water Quality / Water Quality Section YearMonth I Day
pow Certificate ofCovenl c
Mc
National Pollutant Discharge Elimination System XJCl-Q1 I I I I I ur.N'K
Check # Amount
NCG510000 Pennit Assignedto
F
E
NOTICE OF INTENT
National Pollutant Discharge 'Elimination System application for coverage under General Permit
NCG510000 and Authorization to Construct groundwater remediation projects designed to treat
petroleum -contaminated groundwater.
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Company Name: YRC Inc.
Company Contact: Mr. Steve Shinners
Street Address: 10990 toe avenue
City: overland Park State: KS ZIP Code: 66211
Telephone No.: 913 696-6100 Fax: [phone]
2) Location of facility producing discharge:
Facility Name: "YRC 'Trucking Terminal
Facility Contact: Mr. Jamie Gillis; Service Manager
Street Address 11010 Reames Road
City: Charlotte State: NC ZIP Code: 28269
County: Mecklenburg
Telephone No.: 1704 597-1831 Fax: [phone]
) Physical location Info oration.
,.t
Please provide a narrative description of how to get to the facility (use street names, state road numbers,
and distance and direction from a roadway intersection):
Take Exit 18- from I,-77 unto WT Harris Blvd.; travel east on WT Harris for
approximately 1/2 mile, turn'left onto Re es Road; site located 1,200 ft. on right
(A copy of a county map or USGS quad sheet with facility clearly located on the map is required
to be submitted with this application.)
4) This NPDES permit application applies to which of the following.
0 New or Proposed
Does the facility have an approved CAP? M]Yes 0 No
If yes, date approved: May 16, 2012
If no, please contact the Regional Office Groundwater Section to determine the status of CAP
approval and/or authorization to proceed if immediate remediation is recommended.
Regional Office contact person: Dan Bowser
Site Ranking (A - E): High CAW incident : 6567, 36811, & 16826
Q Modification
Please describe the modification:
0 Renewal
Page 'I of

NCG510000 N.O.I.
5) Does this facility have any other NPDES permits"? CI Yes ® No
If yes, list the permit numbers for all current NPDS permits for this facility:
6) Description of discharge:
a) Is the discharge directly to the receiving water"? 171 Yes ® No
If no, submit a site map with the pathway to the potential receiving waters clearly marked.
b) Number of discharge paints (ditches, pipes, etc. that convey wastewater from the property): I
c Volume of discharge per each discharge point (in GPD): 1, 440 GPo or lees
7) Discharge frequency.
a The discharge is: 11 Continuous ® Intermittent
If the discharge is intermittent, describe when the discharge will occur:
When a high level switch in the 9-gallon oil/water separator is activated, the
water will be pumped through carbon vessels and out to the discharge point
b) Whet is the source(s) of contamination (i.e. gasoline, diesel, solvents, etc.)?:
Diesel, used motor oil, & varsol
General permits may be obtained for gasoline and/or heavy fuel contamination. An individual permit
a iicaLn mast be submitted for sites contaminated with other constituents -such as solvents and sticide .
c) Is free product present? [%]Yes 0 No
If yes, a product .storage tank and an oil/water separator are required. Free product is defined as any
measurable accumulation of IIN' or mnra in a well or finatinn on strrfacp water.
9) Treatment system components.
Please note. Final design specifications for the actual system that will be Installed must be
Included In this section. Do not submit this application if only bid specifications are known.
Check all of the following that apply:
iii Oil/Water Separator El Air Stripper IN Carbon Adsorption FX1 Filters
® Other: Liquid Ring Pump, Moisture Separator, & 00-Gallon Free Product Storage Tank
) If an tail ter separator is present, please provide the following information:
1) Rated flaw capacity of the unit (in GPM): -10 dPM
ii) Volume of unit (gal): 59 GAL
iii) Detention time (min): 59 MIN (p l GPM)
iv) Free product disposal method: Vacuum truck removal from storage tank w/ off -site disposal
b) If an air stripper is present, please provide the following information: N/A
I) Rated flaw capacity of the unit (in GPM):
11) Air provided for stripping (in CFM):
iii) Air to Water ratio:
iv) Number of trays (if applicable):
(Removal efficiencies for all chemicals of concern should be included in this submittal.
Efficiencies should be expressed as a percentage, i.e. 98% or 0.98)
c) If carbon adsorption is present; please provide the following information:
I) Rated flow capacity of the unit(s) (in GPM): 5-10 GPM
11) :Number of carbon units and arrangement if number exceeds one (i.., in parallel or in series):
2; in series
iii) Pounds of carbon in each unit: scc LB
Page 2 of 4 04/0

e • •
• • .rr. e-------------
it) Arrangement of particulate filters within the system: El parallel 0 series
e) Solids disposal method: No solids generated, carbon will be regenerated off -site
f if ether components to be included, please specify:
) Receiving waters:
a) Whet is the name of the body or bodies of water (creek, stream, river, take, etc.) that the facility
wastewater discharges into? If the wastewater discharge is to a separate storm sewer system (4S),
name the operator of the 4S (e.g. City of Raleigh). Storm water swage to unnamed intermittent tributary o
b) Strum Classification (i.e.. WS-I , C, SA, etc): Dixon Branch. Dixon Branch is a class C water body.
10) Alternatives to direct discharge: See Appends
Address the feasibility of implementing each of the following non -discharge alternatives.
a) Connection to a Municipal or Regional Sewer Collection System
b) Subsurface disposal (including nitrification field, infiltration gallery, injection wells, etc.)
c) Spray irrigation
The alternatives to discharge analysis should include boring logs and/or other information indicating that
a subsurface system is neither feasible nor practical as well as written confirmation indicating that
connection to a POTW is not an option. It should also -include a present value of costs analysis as
outlined in the Division's "Guidance For the Evaluation of wastewater Disposal Alternatives"
11) Additional application requirements:
For new or proposed discharges, the following information must be included in triplicate with this
application or it will be returned as incomplete.
a) 7. minute series USCS topographic map (or a photocopied portion thereof) with discharge location
clearly indicated. see Figure
b) A site map clearly tracing the pathway of the discharged water from the site to its discharge point, if
the discharge is not directly to a stream. see Figures l and: 4
c) If the discharge will cross or empty into any easements, right-of-ways, or other public/private
property, ii.e. ©►T, utilities, ditches, etc., before entering the permitted discharge stream, proof that
approval was received from the appropriate landowners and/or agencies must be provided prior to
issuance of the permit. See section 3. o & Appendix s
d) If this application is being submitted by a consulting engineer (or engineering firm), include
documentation from the applicant showing that the engineer (or firm) submitting the application has
been designated an authorized representative of the applicant. Not Applicable
e) Final plans for the treatment system (if application is for a new or modified permit). The plans must
be signed and sealed by a North Carolina registered Professional Engineer and stamped -"Final
Design -Not released for construction". see Figure
f) Final specifications for all major treatment components (if application Is for a new or modified permit).
The specifications must be signed and sealed by a North Carolina registered Professional Engineer
and shall include a narrative description of the treatment system to be constructed.
See Section 2.0 & Figure E
Page 3 of 4 04/05

NCG51OOOO N.O.I.
c) Site map identifying the location of the monitoring wells, the recovery wells, and the treatment system
unit. see Figures 3
h) Analytical monitoring data which sufficiently characterizes the type and concentration of contaminants
on site. This includes a listing of any chemicals found with the maximum observed concentrations
reported. The data provided must be no older than one year prior to the date of this application. At a
minimum, the following parameters must be reported: Benzene, Toluene, l thylbenzene, Xyl ne,
Lead, Phenol, MTB , and 1,2-Dichlorethane. See "Table I
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing: * S
Title:
(Signature fA ficant) (Efate Signed)
North Carotin eneral Statute 3«215.6 S (I) provides that
Any person who knowingly makes any false statement, representation, or certification in any application,
record, report, plan or other document filed or required to be maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, or who falsifies, tampers with or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under
Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be
guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to exceed six
months, or by bath. (18 U.S.C. Section 1001 provides :a punishment by a fine of not more than $2 ,000 or
imprisonment not more than 5 years, or both, for a similar offense.)
Notice of Intent must be accompanied by a check or money order for $100.00 matte payable to: NCDEN R
Mail three (3) copies of the entire package to.
NPDES Permits unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Final Checklist'
This application will be returned as incomplete unless all of the following items have been Included.'
Check for $100.00 made payable to NCDENR
K3 copies of county map or USUS quad sheet with location of facility clearly marked can map
; ` 3 copies of this completed application and all supporting documents
sets of plans and specifications signed and sealed by a North Carolina P.S. (if new or modified permit)
(Thorough responses to items 1-11 on this application
Alternatives analysis including present value of costs for all alternatives
Nate: The submission of this document does not guarantee the Issuance of an NPCIS permit.
Page 4 of 4 0410

Appendix B
Treatment System Component
hart hickman
SMAMR

JDEKKEA

Oil water separators
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environmental Monitoring Equipment & Supplies < :Sates, Rental 81, Straka by envue-equip erant — Charlotte, North Carolina USA
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Our oil water separators are constructed of marine
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# 4 ( d ! C, � It��i ,�r�?I. � Pt r
t� .��t, � ! <P =t (a f tt ., �4 +t f.;ll�� €�` !:i °k' ��'i" �- wE.
44 € � `?l p��.

'retrasolv Filtration, Inc.:: Filtration Products & Services :: Liquid Filters
Page 2 of 2
lnlettullit
HPP-500 SPECIFICATIONS
Overall rail Height "2"
Vessel/internal Piping
Polyetheylene 1
Materials
SCH40 ,PVC
Diameter 30"
Internal Coating
Polyamide Epoxy
Resist
Inlet / Outlet (FNPT) 2"
External Coating
Polyetheylene
Grain i Vent (F PT) OPT
Maximum Pressure 1
Temp
125 PSIt3 C 1200 F
%AC Fill (Ibs) 500
Crass Sectional Bed
41 FT2
Area
Shipping 1 Operational 650/2,065 Red Depth/Volume
Weight (Ibs)
3.5 FT / 17 FT
Our Company I News I Catalog I Services I RFIs I Contact
Tetrasoly Filtration, Inc.. 1200 East 26th Street • Anderson, Indiana 46016 d USA
Tall Free: 800-44 -4034 Telephone: [phone] • Fax: [phone]
www.tetrasolv.com [e-mail]
http://www.tetrasolv.eom/catalog/hpp-500.htm
5/24/212

Appendix
Carbon Usage Calculations
hart hickman

ustomer:
Ite:
ate:
Your our Mobile Water Treatment Specialists
,ve N, Suite 101, Brooklyn Park, NIN 55428 Ph: 800-526-4999 Fax: [phone] www.carbonair.com
Hart & Hickman Environmental Consultants, Charlotte, NC
YRC Trucking Terminal, Charlotte, NC
10/24/11
M I P
Lrv.�%Iwlf WO'DIMI. V'Z'w" VVVICILt% 5-1v gpm (intermittent)
Volume to be treated daily: 1,440 gallons (I gpm average)
Water temperature: 55 "F (assumed)
(a) Based on the maximum detected concentrations in LSA-6.
(b) Assumed.
Coalescina Oil/Water Separator (to remove free -phase oil)

NOTICE
THE CONTENT OF THIS DOCUMENT HAS BEEN DEVELOPED BY CARBONAIR TO ADDRESS SPECIFIC FACTUAL
INFORMATION. IT MAY BE BASED ON INFORMATION AND ASSUMPTIONS THAT ARE NOT DISCLOSED WITHIN THIS
DOCUMENT, BUT REELECT I ARBONAIR'S KNOWLEDGE AND EXPERIENCE. THE INFORMATION IN THIS DOCUMENT
SHOULD NOT BE USED OR RELIED UPON B ANYONE WITHOUT THE COOPERATION OR ASSISTANCE OF CARBONAIR
TO FULLY UNDERSTAND ITS INTENDED APPLICATION AND USE.

COWS MODELING CALCULATIONS-
VERSION 1.
Carbonair Environmental Systems
7500 Beene Avenue = North, Suite
101
Brooklyn Park, MN 5542
Ph. 800-526-4999 Fx. 763-315-4614
FLOW RATE (GPM)
1.000
WATER 'TEMPERATURE (F) :
55.000
WATER VISCOSITY (POISE):
0.012
WATER SPECIFIC GRAVITY:
0.99
OIL SPECIFIC GRAVITY:
0.80
OIL DROPLET " SIZE:
6.000
RISING VELOCITY (IN/MIN):
0.006
REQUIRED RETENTION TIME (MIN):
43.675
ACTUAL RETENTION TIME (MIN):
59.840
RECOMMENDED OIL/WATER SEPARATOR:
COWS-2
MAX. HYDRAULIC CAPACITY (GPM):
75
LENGHT (INCHES):
60
WIDTH (INCHES).
28
HEIGHT (INCHES):
46
NPT WAFER INLET (INCHES):
NPT WATER OUTLET (INCHES):
3
NPT PRODUCT OUTLET (INCHES):
EMPTY WEIGHT (L S):
170 "
FULL WEIGHT (LS):
163
MEDIA VOLUME (CU.FT.)
8
PATE SPACING (INCHES):
0.25
COALESCING AREA (SQ.FP.):
952
WORKING VOLUME (GALS)
111
DISCHARGE RESERVOIR (GALS):
65
THE COALESCING OIL/WATER SEPARATOR IS DESIGNED TO REMOVE
1.00 PERCENT OF OIL WITH DROPLET SIZES OF GREATER
THAN ' 6.0 MICRONS.

LIQUID -PHASE CARBON ADSORPTION MODEL
CALCULATIONS
CARBONAIR ENVIRONMENTAL SYSTEMS
7500 BOONE AVENUE NORTH, SUITE
101
BROOKLYN PARK, MN 55428
PHONE: [phone]
FAX: [phone]
CARBON ADSORBERS-:
PC5
NO OF ADSORBERS IN SERIES:
2
TOTAL MASS OF CARBON (LBS)t
1000.0
FLOW RATE (GPM):
1.0000
HYDRAULIC LOADING (GPM/SQ.FT):
0.21027
EMPTY BED CONTACT TIME (MIN.):
272.61
DESIGN COMPOUND:
BENZENE
EXPECTED INFLUENT CONCENTRATION (PPB):
120.00
MODEL INFLUENT CONCENTRATION (PPB)
750.00
EFFLUENT CRITERIA (PPB);
1.0000
EFFECTIVE K-VALUE (%).
50.000
TIME(DAYS)
VOLUME TREATED(CAL)
EFF. CONC.(PPB)
100.0
144000.
0.0000
200.0
288000.
0.0000
300.0
43000.
0.0000
400.0
576000.
0.0000
500.0
720000.
0.-0000
600.0
864000.
0.0000
700.0,
1008000.
0.0000
800.0
1152000.
0.0000
9.00.0
1296000.
0.0000
1000.0
1440000.
0.0000
1100.0`
1584000.
0.0000
1200.0
1728000.
2.1305'
1300.0
1872000.
5.7074
1400.0
2016000.
637.3575
1500.0
2160000.
680.8935
1600.0
2304000.
765.6098
1700.0
2448000.
733.1-414
1.800.0
2592000.
745.8394
19000
2736000.
748.6135
000..0
2880000.
748.316
Nate; The model influent concentration results
from the
impact of the
other background compounds,
which is
determined by
using a competitive adsorption
model
DISCLAIMER. ACTUAL RESULTS MAY VARY SIGNIFICANTLY
FROM
THE MODEL. THE
MODEL IS BASED ON THE ASSUMPTIONS
THAT
THE FLOW RATE
AND INFLUENT CONCENTRATION
ARE CONSTANT,
AND ONLY THE CONTAMINANTS PROVIDED TO CARBONAIR ARE
PRESENT IN THE
WATER. VARYING OPERATING CONDITIONS CAN
HAVE ADVERSE EFFECTS ON CARBON ADSORPTIVE
CAPACITY.
THE PREDICTED
BED LIFE IS NOT GUARANTEED.
+ BREAKTHPOUGH

LIQUID -PHASE CARBON ADSORPTION ODEL
CALCULATION
CARBONAIR ENVIRONMENTAL ; SYSTEMS
7500 BOONE AVENUE NORTH, SUITE
101
BROOKLYN PARK, MN 5 428
PHONE: [phone]
FAX: [phone]
CARBON ADSORBERS"t
PCS
NO OF ADSORBERS"IN SERIES:
2
TOTAL MASS OF CARBON (LBS):
1000.0
FLOW RATE (GPM):
1.0000
HYDRAULIC LOADING (GPM,/S FT) ::
0.21027
EMPTY BED CONTACT TIME (MIN.):
272.61
DESIGN COMPOUND:
NAPHTHALENE
EXPECTED INFLUENT CONCENTRATION (PPB):
950.00
MODEL INFLUENT CONCENTRATION (PPB):
8100.0
EFFLUENT CRITERIA (PPB):
1.0000
EFFECTIVE E--VALUE (%) t
30.000
TIME(DAYS) VOLUME TREATED(GAL)
EF . CONC.(PPB)
200.0 288000.
0.0000
400.0 576000a
0.0000
600.0 864000.
0.0000
800.0 1152000.
0.0000
1000.0 1440000,
0.0000
1200.0 1728000.
0.0000
1400.0 2016000.
0.0000
1600.0 2304000.
0.0000
1800.0 2592000.
0.0000 <- BREAKTHROUGH
2000.0 2880000."
7792.2610
2200.0 3168000.
7972.5581
2400.0 3456000.
8066.8509
2600.0 3744000.
8086.7204
2800.0 4032000.
8098.0865
3000.,0 4320000.
8099.05
3200.0 4608000.
8099.707`
400.0 4896000.
8099.8969
3600.0 5184000.
8100.0128
3800.0 5472000.
8100.0980
4000.0 5760000.
8100.1212
Note: The model influent concentration results
from the
impact of the ether background compounds,
which is
determined by using a competitive adsorption
model
DISCLAIMER: ACTUAL RESULT'S MAY VARY SIGNIFICANTLY
FROM
THE MODEL. THE MODEL IS BASED ON THE ASSUMPTIONS THAT
THE FLOW RATE AND INFLUENT CONCENTRATION
ARE CONSTANT,
D ONLY THE CONTAMINANTS PROVIDED TO CARBONAIR
ARE
PRESENT IN THE WATER. VARYING OPERATING CONDITIONS
CAN
HAVE ADVERSE EFFECTS ON CARBON ADSORPTIVE
CAPACITY.
THE PREDICTED BED LIFE IS NOT GUARANTEED.

LIQUID -PHASE CARBON ADSORPTION MODEL
CALCULATIONS
CARBONAIR ENVIRONMENTAL SYSTEMS
7500 BtONE AVENUE NORTH, SUITE
101
BROOKLYN PARK, MN 5542
PHONE. 00-6--49
FAX: [phone]
CARBON ADSORBERS
PC
NO OF ADSORBERS IN SERIES:
2
TOTAL MASS OF CARBON (LB ):
1000.
FLOW RATE (GPM)
10.000
HYDRAULIC LOADING (GPM/SQ.-FT)::,
2.1027
EMPTY BED CONTACT TIME (MIN.):
27.261.
DESIGNCOMPOUND:BENZENE
EXPECTED INFLUENT CONCENTRATION (PP ):
120.00
MODEL INFLUENT CONCENTRATION (PPB):
750.00
EFFLUENT CRITERIA (PPE):
1.0000
EFFECTIVE -VALUE (%) <
50.000
TIME( SAYS) VOLUME TREATED(GAL)
EFF. tONC (PPB)
10.0 144000.
0.0000
20.0 288000.
0.0000
30.0 432000.
0.0000
40.0 576000.
0.0000
50.0 720000.
0.0000
600 864000.
0.0000
70.0 1008000.
0.0000
80.0 1152000.
0.0000
90.0 1296000.
0.0000
100.0 1440000.
0.0000"
110.0 1584000.
0.0000 F BREAKTHROUGH
120.0 1728000.
55.6137
130.0 1872000.
285.1044
140.0 2016000.
467.1910
1500 2160000.
582.2023
160.0 2304000.
651.8845
170.0 2448000,
693.1482
180.0 2592000,
717.2952
190.0 2736000.
731.2677
200.0 2880000.
739.3197
Note. The model influent concentration results
from the
impact of the ether background compounds,
which is
determined by using a competitive adsorption
model.
DISCLAIMER. ACTUAL RESULTS MAY VARY SIGNIFICANTLY
FROM
THE MODEL. THE MODEL IS BASED ON THE ASSUMPTIONS THAT
THE FLOW RATE AND INFLUENT CONCENTRATION
ARE CONSTANT,
AND ONLY THE CONTAMINANTS PROVIDED TO CARBONAIR ARE
PRESENT IN THE WATER. VARYING OPERATING CONDITIONS
CAN
HAVE ADVERSE' EFFECTS ON CARBON ADSORPTIVE
CAPACITY.
THE PREDICTED BED LIFE IS NOT GUARANTEED.

LIQUID -PHASE CARBON ADSORPTION MODEL
CALCULATIONS
CARBONAIR ENVIRONMENTAL SYSTEMS
7500 BOONE AVENUE NORTH, SUITE
101
BROOKLYN PARK, MN 55428
PHONE: 00-526-4
FAX: [phone]
CARBON ADSORBERS.
PC5
NO OF ADSOREERS IN SERIES:
2
TOTAL MASS OF CARBON (LBS)
1000.0
FLOW RATE (GPM)
10.000
HYDRAULIC LOADING (GPM/SQ.FT):
2.1027
EMPTY BED CONTACT TIME (MIS.):
27.261
DESIGN COMPOUND:
NAPHTHALENE
EXPECTED INFLUENT CONCENTRATION (PPB):
950.00
MODEL INFLUENT CONCENTRATION (P B):
8100.0
EFFLUENT CRITERIA (PPR):
1.0000
EFFECTIVE K-VALUE (%)c
30.000
TIME(DAYS) VOLUME TREATED(GAL)
EFF. CONC.(PPB)
20.0 288000.
0.0000
40.0 576000.
0.0000
60.0 864000.
0.0000
80.0 1152000.
0.0000
100.0 1440000.
0.0000
120.0 1728000.
0.0000
140„0 2016000.
0.0000 F BREAKTHROUGH
160.0 2304000.
916.7134
180.0 2592000.
425.436
200.0 2880000.
6137.1740
220.0 3168000.
7112.519
240.0 3456000.
7607. 43
2600 3744000.
7856.7162
280.0 4032000.
7981.3456
300.0 4320000.
8041.6411
320.0 4608000.-
8071.8153
340.0 4896000.
8086.3394
360.0 •5184000.
8093.4612
380.0 5472000.
8097.0309
400.0 5760000.
8098.7384
Note: The model influent concentration results
from the
impact of the ether background compounds,
which i
determined by using a competitive adsorption
model
DISCLAIMER: ACTUAL RESULTS MAY VARY SIGNIFICANTLY
FROM
THE MODEL. THE MODEL IS BASED ON THE ASSUMPTIONS THAT
THE FLOW RATE AND INFLUENT CONCENTRATION
ARE CONSTANT,
AND ONLY THE CONTAMINANTS PROVIDED TO CARBONAIR ARE
PRESENT IN THE GRATER. VARYING OPERATING CONDITIONS
CAN
HAVE ADVERSE EFFECTS ON CARBON ADSORPTIVE
CAPACITY.
THE PREDICTED BED LIFE IS NOT GUARANTEED.

Appendix Il!
Alternatives Evaluation
hart hickman
WL

Alternatives Evaluation
'lr'"RC Trucking Terminal
11010 Reames Road
Charlotte, North Carolina
H&H Job No. EYR-00
Alternatives to surface discharge for treated effluent were evaluated as discussed in the following
sections. In summary, no ether alternative is practical due to the hydrogeology of the site, lack of
municipal sewer system in the area., and access constraints. Therefore an economic evaluation
was not conducted because other non -economic constraints restricted the applicability of the
alternative options.
Connection to a Re ional Sewer System
Regional sewer collection services are available in the vicinity of the site. However, the City of
Charlotte utilities department does not allow the discharge of ground water into the sanitary
sewer system. 'Thus, discharge to the municipal sewer system is not viable option.
Subsurface Dis osal
Subsurface disposal via injection wells or an infiltration gallery is not a feasible option due to the
subsurface soil types at the site. Soils encountered of the site generally consist of tan to brown
clayey silts and silty clays to approximately 20 ft below ground surface bgs). fine sanely silts
and silty sands were 'predominantly observed at depths greater than 20 ft below ground surface.
Soil boring logs are presented at the end of this appendix. These soil types limit water
infiltration needed for infiltration galleries and limit the ability to inject the volume of ground
water anticipated to be treated by the system.
In addition, permits for subsurface disposal under the Non -Discharge permitting program require
that the injected fluid be captured by the operational recovery wells. This is not feasible at the
site due to the lack of available space for an infiltration gallery or injection wells within the
system"s radius of influence.
sA master pcojec;tslestes - yr6eyr-012 }ru tharlotte lsa borings and owstrapknpdes perndttnpdes appka ion,doc hart hickman
SMARM EItVtHbNWWAt StIL IOMS

s not a feasible discharge option. The site is an operating trucking terminal in a
setting. Most of the facility is capped by asphalt or concrete.
s.laaa master projectstestes - yT6eyr-002 yre chadot elsa borings and owstcapinpdes penWtlnpdes apphcauoa:doc hart hickman

Sheet 1 of 1
Aflut
VIRONMENTAL CONSULTANTS
PROJECT: YRC Trucking Terminal
2923 South Tryon:Streat-Suite 100. 3334 Hillsborough Street
Charlotte, North Carolina 28203 Raleigh,North Carolina 27607
JOB NUMBER: EYR-002
704-586-0007(p) 704-586.0373(o 919-847-4241(p):919-847-4261(Q
:. LOCATION: Charlotte, NC
cO
E
CL
to
0
¢
0WELL
DIAGRAM
t-
0
p
MATERIAL DESCRIPTION
t-
E7
tom?
G7
F'
CC
m,
ry
Concrete
0,5
90'6
Slightly moist, hard, reddish brown and dark gray, clayey SILT,
90
petroleum -like odor
0.9
3n.3
Slightly moist, Very stiff, orage nand tan, clayey SILT, petroleum -like
odor
0.2
6.5
Moist, soft, orange and tan, clayey SILT, petroleum -hike odor
moist, medium -stiff, grown and dark gray stained, silty CLAY,
11}tt0.2
255rong
petroleum -like odor
[Very
lightly moist, hard, brown and reddish brown mottled, si24.6etroleum-like
odor
0`6
0'4
2„ PVC
Slightly moist, medium -stiff, orange and taxi, clayey SILT,
too
petroleum -like odor
Casing
1
6.8
I
0`3
197
Sl#ght#y moist, Very stiff, orange/tan/light gray, clayey SILT, strong
petroleum -like odor
0.6
360
100
1.7
597
1.
Bentonite
0.2
452
Seal
100
1.6
915
0.2
953
Moist, medium -stiff, light brown and orange, clayey SILT, strong
Filter Sand
petroleum -like odor
100
5.1
632
— — ._.. — v
Moist, stiff, brown w/ black banding, clayey. SILT, strong
petroleum -fake odor
1.5
690
Moist, s#'rff, brown and orange, clayey SILT, strong petroleum -like
0,01-Slot
1.6 -
501
odor
Screen
100
Moist, stiff, dark gray and brown, clayey SILT w/ fine - coarse sands,
strong petroleum -like odor
Dry, hard, brown and greenish gray, fine sandy SILT, strong
petroleum -like odor
100,
Bottom of borehole at 38.0 feet.
DRILLING CONTRACTOR: SAEDACCO BORING STARTED 3/8/10
Remarks:
DRILL RIG/ METHOD: 7822DT I DPT BORING COMPLETED: 3/8/10
Soil samples collected from 0-2 ft, 6-8
SAMPLING METHOD: Macrocore TOTAL DEPTH: 38
ft, 18-20 It, and 24-26 It bgs
LOGGED BY RJC SURFACE ELEV:
DRAW14 BY: DEPTH TO WATER:

Sheet 1
of 1
ENVIRONMENTAL CONSULTANTS
PROJECT: YRC Trucking Terminal
2923 South
Tryon Street -Suite 100 3334 Hillsborough Street
Charlotte„
North Carolina26203 Raleigh, North Carolina 27607 JOB NUMBER:EYR-002
704-586W
7(p) 704-5e6-0373(9 919•947-4241(p)919-847.42e1{p LOCATION: Charlotte, NC
WELL L DIAGRAM
9
r� .
MATERIAL DESCRIPTION
CL
0
�
Concrete
L?
Slightly moist, medium stiff, brownish orange and tan, clayey SILT,
petroleum -like odor
Slightly moist, medium stiff, orangish brown, silty CLAY,
petroleum -like odor
1 t}
Grout
1 L1
" Diameter
PVC Riser
15
Slightly moist, medium stiff, brown, clayey SILT, strong
15
petroleum -like odor
20
2(}
0.<-
Bentonite
r
Seat
5
Moist to very moist, medium stiff; brown, SILT w/ d trace of clay,
—25
w
strong petroleum -like odor
30
-Filter Sand
30
0.01-slot
PVC Screen
35
,
3
4LI
.`
4
Bottom of borehole at 40.0 feet.
�a
z
45
45
x
DRILLING
CONTRACTOR: Geologic Exploration, Inc, BORING STARTED1/4/11 Remarks:
z
DRILL RIG/
METHOD:Geoprobe 782 DT / Hollow Stem AL@0RING COMPLETED:1/4/11
m
SAMPLING
No Soil samples collected from boring:
METHOD: TOTAL DEPTH:40
o
LOGGED BY
RJC SURFACE ELEV:
DRAWN BY:
DEPTH TO WATER:

Sheet 1
of 1
ENVIRON41ENTAL CONSULTANTS
PROJECT: YRC Trucking Terminal
2e23 South Tryon Street -Suite 100
3334 Hillsborough Street
Charlotte, North Carotrna28203
Raleigh, NoM Carolina 27607 JOB NUMBER:EYR-002
704-5ee-0007(}):704-586-0373(0
OM$47-424Re) 919-647.a26rt� LOCATION: Charlotte, .N
E
0 [
p
WELL DIAGRAM
Uj
MATERIAL DESCRIPTION
Lu
i] 0 0
h
0
CL
of cc d
cc K7
0
Concrete
Slightly moist, medium stiff, brownish orange, clayey SILT,
petroleum -like odor
10
-Grout'
10
2°" Diameter
PVC falser
15
15 '
20
Slightly moist, medium stiff, brownish orange, clayey SILT, strong
20
petroleum -like odor
flentonite
Seat
25
.'
25
car
z
30
-- —w.:-- — _...— �
Moist, stiff, brownish orange, clayey SILT, strong petroleum -like odor
Filter Sand
30
=a
0.01-slot
_
` PVC Screen
35
Ver mi11Sl, Stiff,`�ll iitmbKCiwn, Sill CLAY, StKtJn .v
Y g Y g petroleum -like odo-35
40
Bottom of borehole at 40.0 feet.
4
z
s;
r;
ui
4
4
'DRILLING CONTRACTOR:Geologic Exploration, Inc. BORING STARTE0I[4[11 Remarks:
DRILL RIG[ METHOD: eoprobe 7822DT 1 Hollow Stem AuIJORING COMPLETED 1[4[11
No soil
samples
collected from boring,
r}
SAMPLING METHOD:
TOTAL DEPTH`40
U.
LOGGED BY RJC
SURFACE ELEV.
0
;DRAWN! BY:
DEPTH TO WATER:

Sheet 1 of 1
fit.
APP4,flaft Hickm l
BORING DUMBER MW-24
ENVIRONMENTAL CONSULTANTS
PROJECT: YRC Trucking Terminal
2923 South Tryon Street -Suite 100 3334 Hillsborough Street
Charlotte. North Carolina26203 Raleigh, North Carolina 27607
JOB NUMBER: EYR-002
704 586- 7(p) 704-586 3373t4 919,847,4241(p) 919•047-4261e•rl
LOCATION: Charlotte, NC
of 0 C
WELL DIAGRAM
p p MATERIAL DESCRIPTION
Q. a
to
Concrete
CONCRETE
Slightly moist, medium Stiff, dark brown, clayey SILT, petroleum -like
odor
10
Grout
10
87.8
2" Diameter
jo
PVC Riser
Slightly moist, medium stiff, light brown, clayey SILT wit fine send
0 353.1
20
Bentonite
0 1M3
Seal
0 118.5
30
S Fllter Sand
30
0.01-slot
0 386A
PVC Screen
u
ri
40 Bottom of borehole at 39.0 feet.
40
z
s:
c'
50
0
TRILLING CONTRACTOR.Geologic Exploration, Inc. BORING STARTED1t27111 Remarks:
DRILL RIG/ METHOD:Geoprobe 6620DT 1 Solid Stem AugtBORING COMPLETED:1/27/11
SAMPLING METHOD: TOTAL DEPTH: 39 o soil Samples
collected from boring.
o
LOGGED BY RJC SURFACE ELEV:
DRAWN BY. DEPTH TO WATER:

Sheet 1
of 1
art &R}},,
BONG NUMBS RW
ENYtRONMENTAI CONSULTANTS
PROJECT: YRG Trucking Terminal
2923 South Tryon Street
Chadone, North Carolina
-Suite 100
28203
JOB NUMBER:EYR-002
704.580.0007(P)
704•SM0373(1)
LOCATION: Charlotte, NC
°CL?
WELL DIAGRAM
p Q
MATERIAL DESCRIPTION
�
uoa
Q
Co
tf!
Concrete
Slightly moist, stiff, orangish brawn, silty CLAY, petroleum -like odor
----------------------------
Moist, very stiff, dark brown, silty CLAY, petroleum -like odor Grout
41' Diameter
173
1.2 io1.1
PVC Casing
10
Slightly moist, hard, dark brown, slightly moist, clayey SILT, -Ben#unite
petroleum -like odor Seat
t 15--
1.2 83.
1
Switched to 6-inch diameter air hammer at 15 It bgs
w
20
Slightly moist, hard, dark brown! SILT w/ trace fine -medium sand, :"
t1
petroleum -like odor
r 2 a YY
25
1.8 314
!
• r
25
a
r
ad t
"
Filter Sand
ca 30
0.01-Slot
PVC Screen
30
U,
3 t
. e
'
35
2 208
,., „,
35
W
• t F t
40—
i
j'y 40
Bottom of borehole at 42.0 feet.
:
DRILLING
CO TRACTOR;Geologlc
Exploration
BORING STARTED7/27/11 Remarks..
A DRILL
RIG/ M T71CD;7822
DT t DPT
BORING COMPLETED:7/27/11 Soil characterized by auger cuttings, No
ot SAMPLING
M THOD:Macrocore
TOTAL DEPTH:42 soil samples collected.
cs LOGGED
BY RJC
SURFACE ELEV:
DRAWN
BY:
DEPTH TO WATER;

Appendix E
Encroachment Agreement
hart hickman

Encroachment Agreement
Impacted water from the DPE system will be treated at the surface and discharged to surface
water via an existing storm water drainage swale bordering the western edge of the site. Because
the drainage swale is located within the North Carolina Department of Transportation (NCDOT)
right-of-way, NCDOT may require an encroachment permit to discharge to the drainage style.
Based on discussions with NCDOT, an encroachment application cannot be submitted to
NCDOT until the NPDES ;permit has been approved by DENR. H&H understands that the
NPDES permit approval will be contingent on NCDOT's encroachment agreement approval. As
such, a copy of the approved encroachment agreement will be send to DENR following NCDOT
approval in order to finalize the NPDES permit.
sAaaa-master projectslestes - yr6eyr-002 yrc charlotte Isa borings and ow sicap\npdes pemitknpdes apphcahon;doc
hart ► hickman
SN1At M$t EMVWOWENrtA4 SOLtifl4•,tpNS

T MCCRORY
qt
TYemor
3 $Sias ll ,.waa:'a..tY ax1�9'Y�
DONA D R. VAN DER VAART
Secretary
WaterResources S. JAY ZIMMERMAN
ENVIRONMENTAL QJJAtw TY Director
March 9,'201
. Steve Libbey, Project Manager
Hart Hickman
2923 South Tryon Street, Sure 100
Charlotte, NC 28203
Subject: Compliance Evaluation Inspection
C Tracking
Ground water remediation
ICES Permit No. NCG5105 5
Mecklenburg County
:Dear Mr. Libbey:
Enclosed is a copy of the Compliance Evaluation Inspection for the inspection conducted
at the subject facility can March 7, 2016 by Orl Tuvia `and Ed Watson. Davin Sl ughter's
e+n ,carat n" Anryvrcr thy ¢st1-,v;eit %)vnQ m—k nn-nrr-*ryatrsri i€ CP. at3Tr cr* the -,tnfTi-n nlvt-d with thiq
tclosedreport.
Sincerely,
Cori Tuvia, Environmental Engineer
Mooresville Regional Office
Division of Water Resources, DEQ
c, NPDES (Derek Lenard)'
O Files
Mooresville Regional Office
Location: 610 East CenterAve., Suite 301 Mooresville, NC 28115
Phone: [phone] i Fax (704) 6 ;3-6040 \ Cu erSenrlce:1.877-623-6748
Internet www.nmaterqualltyorg

Washington, 0,C. 20460 United States Environmental Protection Agency Form Approved.
PV7EPA OMB No, 2040-0067
Water Compliance Inspection Report Approval expires 8-31-98
Section A* National Data System Coding (l.e- PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
2 J!j 3 NOGS10536 111 121 16/03107' 117 18 L9J 19 L!j 20 LJ
21LJ 111111
Inspection Work Days Facility Self-Manitoring Evaluation Rating 81 OA —.--Reserved-.--------
671 70 72 Ej 7' IN I I N 1 731 - 174 7
LLJ
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also Include Entry Time/Date Permit Effective Date
PO TW name and NPDES oernift Number) 09:30AM 16/03107 13101/03
YRC Trucking Terminal
11010 Rearrets Rd Exit Time/Date Permit Expiration Date
Charlotte NO 28269 10:45AM 16103/07 16/09/30
Name(s) of Onsite Representative(s)fTittes(s)/Phons and Fax Numbetts) Other Facility Data
N
Kevin Slaughter/1704-560-6257
Name, Address of Responsible Officlatrritle/Phone and Fax Number
Contacted
Brad Schrooder,1077 George Blvd Akron OH No
4431024O8fl330-384-2324/3302582597
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Flow Measurement Operations & maintenance 0 Records/Reports
Self -monitoring Program Sludge Handling Disposal Facility Site Review IN Effluent/Receiving Waters
Laboratory
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Edward Watson MRO GW///
Or! A Tuvia MRO WQ//704-663-16991 3
Signature of Management 0 A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page#

NPDES Yrtmolday Inspection Type (Cont.)
31 NCG610636 121 6103/017 18 I'l
1-1 U_j
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Notes by Ed Watson:
The system was installed to remediate petroleum hydrocarbon impacted groundwater resulting from
underground storage tanks that have since been removed. The system was permitted in January of
2013-and system startup was in July 2014.
The system is composed of four (4) recovery wells which are piped through a trenched network to the
remediation trailer. The well boring logs were available to be reviewed. The well lithology indicates the
presence of soils composed of silt to silty clays which are easily compacted and can create a perched
water circumstance. This perched circumstance has aided with the recovery of free product. The
trench pipes are doubled cased with the outer pipes being composed of 4 inch diameter schedule 80
PVC and the inner pipes are composed of 2 inch diameter schedule 40 PVC. The 2 inch diameter pipe
Have centralizers installed at regular Intervals. During this inspection RW-3 was observed. Influent
water is pumped from the recovery wells to a 120 gallon moisture separator. The moisture separator
sends water Via a transfer pump to a 40 gallon oil and water separator. During the visit, bacterial film
was observed on the top of the separator. From the separator the water travels to a filter bag cylinder
which collect suspended fines using a 50 micron filter bag. Final treatment is achieved using two in
line 300 pound GAC units to treat and polish. Spent carbon from the CAC units are collected by a
certified carrier.
The system is designed to allow for the collection of sample water at influent, mid -point and effluent to
provide the operator adequate information for system performance. Groundwater chemistry reports
indicate low level of BTEX present with only Benzene reporting above 2L groundwater limits in the
influent sampling. The out fall of this system percolates to the surface at a low flow rate and empties
into a piped culvert which eventually flows into an unnamed tributary of the Dixon Branch stream
segment of the Catawba River, The system appears to be in compliance with the permitted
operations.
Page# 2

VV Permit: NCG610535 Owner - Facility: YRC Trucking Terminal
Inspection Date: 03107/2016 Inspection Type. COMI!OncO Evaluation
Permit Yes No NA NE
(if the present permit expires in 6 months or less). Has the permittee submitted a new C3 El 0 1:1
application?
Is the facility as described in the permit? ❑ C3 1:1
# Are there any special conditions for the permit? 0 M 0 0
Is access to the plant site restricted to the general public? a 0 11 1:1
Is the inspector granted access to all areas for inspection? 11 0 El 13
Comment: Permit was issued on Janus ry 2013.
Record K§eping )LeIi No N6.,,Ng
Are records kept and maintained as required by the permit? so 00
Is all required information readily available, complete and current? M El 0 1:1
Are all records maintained for 3 years (tab. reg. required 5 years)? El 0 WE]
Are analytical results consistent with data reported on DMRs? El El 11 0
Is the chain -of -custody complete? In El 11 11
Dates, times and location of sampling in
Name of individual performing the sampling 0
Results of analysis and calibration IN
Dates of analysis
Name of person performing analyses
Transported CM
Are DMRs complete: do they include all permit parameters? 0 0 110
Has the facility submitted its annual compliance report to users and DWQ? 11 El 11 11
(if the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified operator El 0 IN 11
on each shift?
Is the ORC visitation log available and current? 0 0 0 11
Is the ORC certified at grade equal to or higher than the facility classification? 1:1 0 IN 0
Is the backup operator certified at one grade less or greater than the facility classification? 1:1 D W El
Is a copy of the current NPDES permit available on site? 11 0 El 1:1
Facility has copy of previous year's Annual Report on file for review? 11 El 0 13
Comment: System startup was on July 2014. All data Self -monitoring data. COC and visitation logs)
between August 2Q14 - F&My 2Q16 was well maintained and organized and was
reviewed during the inspection.
Latakm Yes No NA NE
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PermW NCG540535 Owner - Facility. YRC Trucking Terminal
Inspection Date: 03/07/2016 Inspection Type: Compliance Evaluation
LaboLgj2ry Yms- No MA, N9
Are field parameters performed by certified personnel or laboratory? 0 El 11 1:1
Are all other parameters(excluding field parameters) performed by a certified lab? so 110
# Is the facility using a contract lab? 0 0 11 1:1
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees 0 El El 11
Celsius)?
Incubator (Fecal Coliform) set to 44.5 degrees Celsius+/- 0.2 degrees? 0 0 a 11
Incubator (BOO) set to 20.0 degrees Celsius +/- 1.0 degrees? 0 0 a El
Comment: Pace Labs analyzes samples.
Effluent Sam2ling Yes N2 NA Ng
Is composite sampling flow proportional? 1:1 El a 0
Is sample collected below all treatment units? a Cl 11 C1
Is proper volume collected? a 0 0 13
Is the tubing clean? D 0 El 0
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees a El 0 1:1
Celsius)?
Is the facility sampling performed as required by the permit (frequency, sampling type a El El 0
representative)?
Comment: Grab sampling is re aired by the permit.
Flow Measurement - Effluent Yes N2 NA Ng
# Is flow meter used for reporting? In D 0 0
Is flow meter calibrated annually? 0000
Is the flow meter operational? an 110
(It units are separated) Does the chart recorder match the flow meter? 0 13 11
Comment: Flaw— meter was last calibrated on 6+/191201§ §y,Kevin la titer.
Effluent Pige Yes No M Ng
Is right of way to the outfall property maintained? a El Cl 1:1
Are the receiving water free of foam other than trace amounts and other debris? N El 13 11
If effluent (diffuser pipes are required) are they operating property? 0080
Comment: Efflu6nt discharges into a, ditch connecting to Dixon Branch. At the time of the iris action
ou Lfall was free of Loam.
012eLationg!& Maintenance Yes No N_A, big
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PVPermW NC G610535 Owner - Facility: YRC Trucking Terminal
Inspection Date: 03/07/2016 Inspection Type: 00mPliencO EvOluetlOn
Q2gratigns & Maintenance Yes N_oNANg
Is the plant generally clean with acceptable housekeeping? 0 ED 1:1 El
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable 0 El 11 0
Solids, pH, DO, Sludge Judge, and other that are applicable?
Comment: Fogr reggMery wells are pumg2d L the rem qdigtiga trailer. Infigent Wa_tgr is p_uml2ed from the
recovery wells to a 120 aallon moisture ggparator. The moisture sd arator sends water Mila,p,
transfer gum to @ LO ggllon oil and water ge paraLor. Bacterial film n was observed on the to , t) of the SeDarator during the insDection. Two activated carbon tanks treat discharge. SDent
carbon from the units is collected _by Tgtraagolv.
The area of influence of each of the four recovery well is estimated to be between 20 - 25 k
Page#