NC0004774_Renewal (Application)_20230501

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APEX
March 30, 2023
Mr. Charles Weaver
NC DENR/DWR/Water Quality Permitting Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
IVC6,50 55-7
RECEIVED
API 04 2023
NCDE/DWR/NPDES
Re: FOR EXPEDITED REVIEW: Application for Coverage Under General Permit NCG510000
Love's Travel Stop #412
3948 Hodges Chapel Road
Dunn, North Carolina
Dear Mr. Weaver:
Apex Companies, LLC (Apex) is pleased to submit this application on behalf of Love's Travel Stops &
Country Stores for coverage under General Permit NCG510000 at the above referenced property. The
historical operation of petroleum underground storage tank (UST) systems at the site has impacted soil
and groundwater.
The objective of obtaining coverage under General Permit NCG510000 is to temporarily operate a
groundwater treatment system during dewatering activities associated with the new installation of
USTs at the site. Apex proposes to discharge treated groundwater to the onsite stormwater detention
basin.
In accordance with the permit application requirements, Apex evaluated the feasibility of implementing
the following non -discharge alternatives:
a) Connection to an Existing Wastewater Treatment System
Apex contacted Ms. Heather Adams, Public Utilities Director for the City of Dunn, regarding
discharging treated groundwater to the municipal sewer system at the site. Ms. Adams
indicated that the City of Dunn would not approve the proposed discharge.
b) Land Application
Apex evaluated the potential for re -infiltration of treated groundwater to the subsurface via
injection wells, infiltration gallery, and spray irrigation. The site is developed with fueling
canopies, a convenience store building and covered with asphalt and concrete pavement.
This property immediately adjacent to the south of the site is supplied potable water from
a private drinking water well. Potential land application uses are not considered as viable
non -discharge alternatives.
c) Wastewater Reuse
Wastewater reuse is not considered a viable alternative due to the planned redevelopment
of the site and ongoing construction activities.
WATER RESOURCES • ENVIRONMENTAL SERVICES • INDUSTRIAL HYGIENE • SAFETY • AIR QUALITY • SUSTAINABILnY AND CLIMATE CHANGE
Apex Companies, LLC • [phone] • w .apexmsxom

Mr. Charles Weaver, NC DENR
March 30, 2023
General Permit NCG510000 Application — Love's Travel Stop #412 Page 2
d) Combination of Alternatives
Apex does not consider any single or combination of the above -referenced options as viable
non -discharge alternatives.
Based on discussions with Ms. Emily Richards (North Carolina Department of Environmental Quality
Water Resources Division), Apex is requesting a waiver for current groundwater analytical data due to
the presence of the site building (scheduled for future demolition) currently preventing access to the
proposed dewatering area. Apex has attached a tabular summary of historical groundwater analytical
data (Attachment 3) from onsite monitoring wells for consideration.
The following list summarizes the required attachments included with the permit application.
Attachment 1
Figure 1 - Site Location Map
Figure 2 - Site Plan
Figure 3 - Monitoring Well Location Map
Attachment 2
Groundwater Treatment System Equipment Specifications and Reference Drawings
Groundwater Treatment System Process Diagram
Carbon Vessel Breakthrough Calculations
Attachment 3
Tabulated Summary of Historical Groundwater Analytical Data
Attachment 4
Permittee Applicant Authorization for Consulting Engineer
If you have any questions regarding the permit application and/or the attachments, please feel free to
call me at [phone] (office) or [phone] (mobile).
PSN CARO',,,
0
Sincerely, 2: • FESSIp�q`29
Apex Companies, LLC
Christopher L. Cheatham
Program Manager
Attachments
FyGIN..4�: S. HUt`o
Scott S. Huismann, P.E.
Director
North Carolina PE # 23779
APEX

AG
Division of Water Resources
% National Pollutant Discharge Elimination System (NPDES)
NCDENR Application for Coverage Under General Permit
NCG510000
Authorization to Construct groundwater remediation projects designed
to treat petroleum -contaminated groundwater.
NOTICE OF INTENT
[Required by 15A NCAC 02H .0127("; [term definition see 15A NCAC 02H .0103(19)]
FOR AGENCY USE ONLY
Date Received
Year
Month
Day
Certificate of Coverage
N
I C
I G 1
5
1
Check #
Amount
Assigned To:
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Company Name Love's Travel Stops & Country Stores () K e r-
Company Contact Caleb Harrison
Street Address 10601 N Pennsylvania Avenue
City Oklahoma City
Telephone # [phone]
Cell/Mobile # [phone]
2) Location of facility producing discharge:
State OK ZIP
Facility Name Love's Travel Stop #412
Facility Contact Caleb Harrison
Street Address 3948 Hodges Chapel Road
City
Dunn
County
Harnett
Telephone
800-655-6837
3) Physical location information:
Fax
73120 -
405-936-7859
Email [e-mail]
rG l t �
State NC ZIP 28334 -
Fax [phone]
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and distance and
directionfrom a roadway intersection).
Traveling on 1-95 north from Fayetteville. NC, take Exit 77 off ramp to intersection of Hodges Chanel
Road and George Perry Lee Road. Turn right (traveling south) onto Hodees Chanel Road Facility
will be located immediately 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.)
Page 1 of 5 Revised 911113

NCG510000 New Application
4) This NPDES permit application applies to which of the following:
® New [term definition see 15A NCAC 02H .0103f 1611 or Proposed
Does the facility have an approved CAP?
❑ Yes —Date approved: Click hereto enter a date.
® 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: Nathan Beauchamp
Site Ranking (A - E): H190D GW incident #: 29985
❑ Modification
Please describe the modification: _
❑ Renewal
Please specify existing permit number and original issue date: Click here to enter a date.
5) Does this facility have any other NPDES permits [term definition see 15A NCAC 02H .0103(15)1?
® Yes - List the permit numbers for all current NPDES permits for this facility: NCG080000
❑ No
6) Description of discharge: [Required by 15A NCAC 02H .0105(c)(I )l
a) Is the discharge directly to the receiving water? ❑ Yes ® No - If no, submit a site map with the pathway to t
potential receiving waters clearly marked.
b) Number of discharge points (ditches, pipes, etc. that convey wastewater from the property): 1
c) Volume of discharge per each discharge point (in GPD): 100,000
7) Discharge frequency: [Required by 15A NCAC 02H .0105(c)(1)1
a) The discharge is: ® Continuous
❑ Intermittent - Describe when the discharge will occur:
b) What is the source(s) of contamination (i.e. gasoline, diesel, solvents, etc.)?: gasoline and diesel fuel
General permits may be obtained for gasoline and/or heavy fuel contamination An indi 'd l Perm't PPlicat' n must
be submitted for sites contaminated with other constituents such as solvents and Pesticides
c) Is free product present?
❑ Yes - Product storage tank and an oil/water separator are required. Free product is defined as any
measurable accumulation of 1/8" or more in a well or floating on surface water.
® No
Page 2 of 5 Revised 911113

NCG510000 New Application
8) Treatment system components: [Required by ISA NCAC 02H .0105(c)(3)1
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:
❑ Oil/Water Separator ❑ Air Stripper ® Carbon Adsorption ® Filters
❑ Other:
a) If an Oil/Water separator is present, please provide the following information:
i) Rated flow capacity of the unit (in GPM):
ii) Volume of unit (gal):
iii) Detention time (min):
iv) Free product disposal method:
b) If an air stripper is present, please provide the following information:
i) Rated flow capacity of the unit (in GPM):
ii) 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.")
c) If carbon adsorption is present, please provide the following information:
i) Rated flow capacity of the unit(s) (in GPM): 100
ii) Number of carbon units and arrangement if number exceeds one (i.e., in parallel or in series): 1
iii) Pounds of carbon in each unit: 3,000
iv) Specify carbon breakthrough time: 20 days per vessel (2 vessels proposed in series)
(The method used to calculate breakthrough time must included in the submittal.)
d) If filters are used, please provide the following information:
i) Rated flow capacity of each units) (in GPM): 200
ii) Arrangement of particulate filters within the system: ® Parallel ® Series
e) Solids disposal method: vacuum truck recovery and offsite disposal
0 If other components to be included, please specify: _
9) Receiving waters: [Required by 15A NCAC 02H .0105(c)(1)1
a) What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility wastewater
discharges into? If the wastewater discharge is to a separate stone sewer system (4S), name the operator of the 4S
(e.g. City of Raleigh). Mingo Swamp in the Cape Fear River basin
b) Stream Classification (i.e. WS-IV, C, SA, etc): C
10) Alternatives to direct discharge:
[Evaluation required by G.S. b 143-215.1(b)(5)(a) and 15A NCAC 02H 0105(cl(2)1
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
Page 3 of 5 Revised 911113

NCG510000 New Application
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 "Engineering Alternatives
Analysis (EM) Guidance Document".
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; per 15A NCAC 02H .0105(c).
a) 7.5 minute series USGS topographic map (or a photocopied portion thereof) with discharge location clearly indicated.
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.
c) If the discharge will cross or empty into any easements, right-of-ways, or other public/private property, i.e. DOT,
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.
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; per 15A NCAC 02H .0139(b)(1).
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;" per 15A NCAC 02H .0139.
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 En rg'neer and shall include a
narrative description of the treatment system to be constructed, per 15A NCAC 02H .0139.
g) Site map identifying the location of the monitoring wells, the recovery wells, and the treatment system unit.
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, Ethylbenzene, Xylene, Lead, Phenol, MTBE, and 1,2-Dichlorethane.
Page 4 of 5 Revised 911113

NCG510000 New Application
CERTIFICATION
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: Caleb Harrison
Title: Divisional Environmental Manager - Love's
(Please review 15A NCAC 02H .0106(e) for authorized signing officials)
(Signature of Applicant)
North Carolina General Statute $ 143-215.6B provides that:
March 24, 2023
(Date Signed)
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 this Article or a rule implementing this Article; or who
knowingly makes a false statement of a material fact in a rulemaking proceeding or contested case under this Article; or
who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be
operated or maintained under this Article or rules of the Commission implementing this Article, shall be guilty of a Class
2 misdemeanor which may include a fine not to exceed ten thousand dollars ($10,000). 18 U.S.C. Section 1001 provides
a punishment by a fine or imprisonment not more than 5 years, or both, for a similar offense.
This application must be accompanied by a check or money order for $100.00 [per G.S. s 143-215.3(a)(1b)
made payable to:
NCDENR
Mail this application and one copy of the entire package (with check) to:
NC DENR / DWR / Water Quality Permitting Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attn: Charles Weaver
Final Checklist
This application will be returned as incomplete, as allowed by I SA NCAC 02H .0107(b), unless all of the
following items have been included:
® Complete application with all supporting documents (plus one copy of entire package)
® Check or money order for $100.00, payable to NCDENR
® 3 copies of county map or USGS quad sheet with location of facility clearly marked on map
® 3 sets of plans and specifications signed and sealed by a North Carolina P.E. (if new or modified permit)
® Thorough responses to items 1-I I on this application
® Alternatives analysis including present value of costs for all alternatives
Note: The submission of this document does not guarantee the issuance of an NPDES permit.
Page 5 of 5 Revised 911113

ATTACHMENT 1
Figures
APEX

FIGURE I
Site Location Map
Love's Travel Stop #412
3948 Hodges Chapel Road
Dunn, Harnett County, North Carolina
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Z
Project: UST Basin Dewatering 1
DUNN, NORTH CAROLINA
APEa`
,]/\ Source: U.S.G.S. Topographic Map of the Client: Love's Travel Stops
Dunn Quadrangle, North Carolina,
7.5 Minute Series (1997) Apex Job #: LOV003-0309025 •� '
203 Wylderose Court Scale: L24,0W Contour Interval: 10 Feet Latitude:
Midlothian, VA 23113 Vertical Datum: National Geodetic 035020' 24.31"N
Telephone: [phone] Vertical Datum 1929 Date: March 2023 Longitude:
Horizontal Datum: North American Datum1927-078o33.25 83" W

FIGURE I
Site Location Map
Love's Travel Stop #412
3948 Hodges Chapel Road
Dunn, Harnett County, North Carolina
-. '� _ ,. 1, � � -, /f11�-��--� J�—�\ \{ ` '•
DUNN, NORTH CAROL/NA
Project: UST Basin Dewatering t
�
APEX
Source: U S.G S. Topographic Map of [he
Client: Love's Travel Stops 4w s
Dunn Quadrangle, North Carolina,
7.5 Minute Series(1997) Apex Job#: LOV003-0309025
203 Wylderose Court Scale: 1:24,000 Contour Interval: 10 Feet Latitude:
Midlothian, VA 23113 Vertical Datum: National Geodetic 035020' 24.31" N
Telephone: [phone] Vertical Datum 1929 Date: March 2023 Longitude:
Horizontal Datum: North American Datum 1927 -0780 33' 25.83" W

Ark
APEX
203 Wylderose Court
Midlothian, VA 23113
Telephone:[phone]
FIGURE I
Site Location Map
Love's Travel Stop #412
3948 Hodges Chapel Road
Dunn, Harnett County, North Carolina
DUNN, NORTH CAROL]NA Project UST Basin Dewatenng
Source: U.S.G.S. Topographic Map of the Client Love's Travel Stops
Dunn Quadrangle, North Carolina,
7.5 Minute Series (1997) Apex Job #: LOV003-0309025
Scale: 1:24,000
Contour Interval: 10 Feet
Vertical Datum:
National Geodetic
Vertical Datum 1929
Date: March 2023
Horizontal Datum:
North American Datum 1927
t
r '
Latitude:
035020' 24.31" N
Longitude:
-078033' 25.83" W

LEGEND
0 GW Treatment System
Storm Water Catch Basin
Proposed Dewatering Basin
— ♦ Storm Water Discharge
e
A
R
Google Earth Aerial Photographs Project: UST Basin Dewatering
FIGURE 2 — Site Plan
,90%® APEX CDEROSE O T Photo Date: October 2022
^ "DLOT " "RGWRT Client: Love's Travel Stop
A I , , MD) 897- W V RGIN 423113
/\\� (ea�asr-zna Love's Travel Stop #412
Apex Job #: LOV003-0309025 3948 Hodges Chapel Road
Project Date: March 2023 Dunn, Harnett County, North Carolina

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Monitoring Wei Location Map
Love's Travel Stop #412
3948 Hodges Chapel Road
Dunn, Harnett County, North Carolina
FIGURE No. 3 0

ATTACHMENT 2
Groundwater Treatment System
IN Cqq, ,
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RECEIVED
Ai rt 04 2023
NCDEQ/DWR/NPDES
APEX

Treatment Process Flow Diagram
Carbon Filtration Und (2X)
3.000Ib5. rexMaMtl carbon per and
ASK SWXIRro With a pressure
rWV of 91 PSIG Working premm
BF 400 Bag Filers (2X)
Max Flaw- 200 GPM
Max PSI - 125PSI
TM sets of bag lifters in
0-4
parakl to slow for
a' contlnuuus sow"
Rter &Mveord.
Fda(4)Uds tataL
21,OW Gallon 21,000 Gallon
Fran Tank Fm Tank
Carbon
6.
Carbon
Filtration Firdli
Unit 01 Unit 12
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Results for:
CIO
ETHYLBENZENE Length of the WTZ (cm):
FNIA
Time (days)
BVT(ms/ms)
1 VTM(ms/k9)
C (mD/Ll
5% of affluent cone-
NIA
N/A
I N/A
NIA
50% of influml cant-
NIA
N/A
NIA
NIA
95% of influent conc.
NIA
NIA
NIA
NIA
Treatment Objective;
20.75
1 3.73E+03
1 8.31
1.00E-03
6.6
WNL4Y1
4.9
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3.3
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1.6
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Grid Style:
Both
S_ave Cwves
select Printer
f x nae type: Y Axis T
fi!� lime (- QVT C' Volume Trrated by Miss Punt Saean

12"
MA
45"
7'.=9 3/4"
APPROXIMATE
28"
Carbon Adso_rber—Liquid Phase
PC 13
12" x 16"
MANWAY
48' O.D.
45'
TOP VIEW
3" PIPE COUPLING
CARBON SLURRY IN)
(AIR PRESSURE RELIEF)
LIFT LUG (2)
Notes:
I. Pressure vessel manu—
factured to ASME stan—
dards with a pressure
rating of 91 PSIG
working pressure. Code
stamp not included
unless required.
2. Standard piping and
valve packages are
shown on piping draw—
ings.
I
I 2" X 150#
ANSI FLANGE
(INFLUENT)
I
I
2" X 150(i
I. ANSI FLANGE
(EFFLUENT)
v 6"
4 1/4'
`- 3" x 150# RF. FLANGE
(CARBON SLURRY OUT)
ELEVATION / FRONT VIEW
Sales Drawing #106520
94.05.06
Qc CARBONAIR 1994

Overview
Store liquids with confidence with Rain for Rent's Flat Top
Smooth Wall tank. Permanently attached axles, for maximum
maneuverability, allows this tank to be moved with ease on the
jobsite. The staircase ensures proper protection for workers on
site. The tank also offers optional epoxy coating, which offers
chemical resistance and additional cleanliness for sensitive
environmental applications.
Features
• Vapor Tight Tanks: rated to 16oz/in' of pressure and
0.4oz/in' of vacuum
• V-drain floor with front and rear 4" 150-lb flanges with valves
• OSHA Compliant Stairway
• 1.5" SCH80 level gauge port
• 8" External manifold or internal manifold
• Rear 3" or 6" SCH40 fill line
• Optional: Epoxy Coating - chemical resistance for a wide
variety of chemical compatibility and keeps stored product
within the tank cleaner
• Optional: Steam Coils
Specs:
Material
Steel, Epoxy Coated
(Option)
Capacity
21,000 gallons
Manways
Four 22" hatches
Dry weight
29,500 lbs.
Footprint (LxWxH):
560" x 102" x 120"
PASSENGER SIDE VIEW
DRWER SIDE NEW
Accessories:
• ECONTAIN® Spillguards
• SolicGround®Traction Mats
• Radar Level Gauge
• Mechanical Level Gauge
• Pipestax®
• HoseTrax®
• Suction and Discharge Hose
FRONT VIEW
5-
PUMPS • TANKS • FILTRATION • PIPE • SPILLGUARDS
Rain for Rent Is a registered trademark of western oilfields Supply Company. Features and specifications are subject to change without notice.
REAR WEW
F�R
Liquid Ingenuity,.
800-742-7246
rainforrent.com

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filter
Overview:
The BF200 bag filter unit features two bag filter tanks and
utilizes 7" x 30" bag filters for superior filtration from 100 to 1
micron for flows up to 200 GPM.
Features:
• No moving parts
• Skid mounted
• Fitted with bleed valves and pressure gauges
• Chambers constructed of 304 Stainless Steel
• Piping constructed of 304 stainless steel
• Stainless Steel inlet and outlet manifolds
Specs:
Max Flow
200 GPM
Material
Stainless Steel
Max PSI
125 PSI
Dry weight
800 lbs.
Footprint:
48" x 36"
Inlet x outlet
3" x 3" Flange
Accessories:
• Spillguard
• Suction and Discharge Hoses
F200
■f�I�1!' GOR 9
1�1 `lam
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Liquid Ingenuity,
PUMPS • TANKS • FILTRATION • PIPE • SPILLGUARDS 800-742-7246
Rain for Rent is a registered trademark of Western Oilfields Supply Company. Features and specifications are subject to change without notice. ralnforrent.com

ST IRON BUTTERFLY VALVE
BUNA AND SEAL
ACES
4 13/16'
1 5116'
FILTRATION BAG FILTER CHAMER,
MODEL # T941920-002
STAINLESS STEEL TUBING
OUTLET
3'. 150 LB. FIAI
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Treatment Process Flow Diagram
Can= Filtration Unit (M)
3 000 bs, reacWaW raNan Per unit
ASME StarMatl w a Pressure
rating of 91 PSIG xwking pressure
Rag Filters (
M . F
Mae 200 GPM
M
i, PSI
Mae PSI - 125P51
Two sell o1 bag fiXers m
parald to allow for
o�n5nuouiarvac
filer Ulanpelx0.
t
Fw (4) MM Idal.
21,000 Cadlm 21.000 Gallon
F=Tarit F=TaR L
Carbon Carbon
6
Fballm Filtration
(1ri1R1 Unit R2
Filter F� QC
ElNtaai
Trash Pum Rt 02
a nt p
3' F1me
Totalizer
• Flow
7Efftuer.43'
OPEN......
Max
SLOW Liq
Receiving Rooy
3r "M =
Mingo Swamp
Ilae = 237 -
-
N'•, 3/3 •:. .'�, `'
to the
Cape Fear to suite Storrmraler
River earn Detenton Area
GINS
MOO
Traster gar0 rr'rrn nnrr"�
r..rc
Lw Travel Smp M12
MY son3W Hodr- CnaoN Roan
VwteAPdrn(s) aa`wi
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FIGUFIE No. 4 0

Results for:
IETHYLBENZENE . Length of the
Time (days)
BVT(o'/mP)
VT
5% of imfbrent came. N/AI
N/A
50% of influent cone. NIA
N/A
of 95% influent cone. NIA
NIA
Treatmment Objective; 20.75
3.73E+03
Time(days)
MTZ (ctat
N[•') c [)
N/A N/A
NIA N/A
N/A NIA
8.31 1.00E-03
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12"
MAN
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PC 13
12" x 18"
MANWAY
48" O.D.
45'
TOP VIEW
3" PIPE COUPLING
(CARBON SLURRY IN)
(AIR PRESSURE RELIEF)
LIFT LUG (2)
Notes:
1. Pressure vessel manu=
factured to ASME stan
lards with a pressure
.rating of 91 PSIG
working pressure. Code
stamp not included
unless required.
2. Standard piping and
valve packages are
shown on piping draw—
ings.
2" X 150#
ANSI FLANGE
(INFLUENT)
I45 I
7'-9 3/4" I
APPROXIMATE
2" X 150#
i ANSI FLANGE
(EFFLUENT)
28"
6"
f
4 1 /4.
3" x 150# RF. FLANGE
(CARBON SLURRY OUT)
ELEVATION / FRONT VIEW
Sales Drawing #106520
94.05.06
CARBONAIR 1994

Overview
Store liquids with confidence with Rain for Rent's Flat Top
Smooth Wall tank. Permanently attached axles, for maximum
maneuverability, allows this tank to be moved with ease on the
jobsite. The staircase ensures proper protection for workers on
site. The tank also offers optional epoxy coating, which offers
chemical resistance and additional cleanliness for sensitive
environmental applications.
Features:
• Vapor Tight Tanks: rated to 16oz/in' of pressure and
0.4oz/in2 of vacuum
• V-drain floor with front and rear 4" 1504b flanges with valves
• OSHA Compliant Stairway
• 1.5" SCH80 level gauge port
• 8" External manifold or internal manifold
• Rear 3" or 6" SCH40 fill line
• Optional: Epoxy Coating- chemical resistance for a wide
variety of chemical compatibility and keeps stored product
within the tank cleaner
• Optional: Steam Coils
Specs:
Material
Steel, Epoxy Coated
(Option)
Capacity
21,000 gallons
Manways
Four 22" hatches
Dry weight
29,500 Ibs.
Footprint (LxWxH):
560" x 102" x 120"
PASSENGER SIDE VIEW
DRIVER SIDE VIEW
Accessories:
E-CONTAIN® Spiliguards
SolidGroundo Traction Mats
Radar Level Gauge
Mechanical Level Gauge
PipeStaxts
HoseThe
Suction and Discharge Hose
FRONT VIEW
PUMPS • TANKS • FILTRATION • PIPE • SPILLGUARDS
Rain for Rent is a registered trademark of Western Ohflelds Supply Company. Features and specifications are subject to change without notice.
REAR VIEW
Liquid Ingenuity,
800-742-7246
rainforrent.com

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Overview:
The BF200 bag filter unit features two bag filter tanks and
utilizes 7" x 30" bag filters for superior filtration from 100 to 1
micron for Bows up to 200 GPM.
Features:
• No moving parts
• Skid mounted
• Fitted with bleed valves and pressure gauges
• Chambers constructed of 304 Stainless Steel
• Piping constructed of 304 stainless steel
• Stainless Steel inlet and outlet manifolds
Specs:
Max Flow
200 GPM
Material
Stainless Steel
Max PSI
125 PSI
Dry weight
800 lbs.
Footprint:
48" x 36"
Inlet x outlet
3" x 3" Flange
n
Accessories:
• Spillguard
• Suction and Discharge Hoses
RECEIVED
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FOR �A
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PUMPS • TANKS • FILTRATION • PIPE • SPILLGUARDS
Rain for Rent Is a registered trademark of western 0119elds Supply Company. Features and specifications are subject to change w iromnotice.
Liquid ingenuity,
800-742-7246
rainforrent.com

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Treatment Process Flow Diaaram
Carbon Filtraton Unil (2A)
3.ODD IOs, readwheel carbon Per unit
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of 91 PSIG wonting Pressure
BF 400 Bag FNer; (2X)
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Results For:
IETHYLBENZENE . Length
Time (daysl
BVT(m'/m'
52 of influent cone.
N/A
NIA
0X 5of influent cone.
NIA
NIA
95% of influent cant.
N/A
NIA
jective €Treatment Ob
20.75
3.73E+03
of the MTZ (cmk NIA
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12"
Mf
Top. VIEW
I 45,
7'-9 3/4„
APPROXIMATE
28"
Carbon Adsorber-Liquid Phase
PC 13
12" x 16"
MANWAY
48' O.D.
3" PIPE COUPLING
CARBON SLURRY IN)
(AIR PRESSURE RELIEF)
LIFT LUG (2)
2" X 150#
ANSI FLANGE
(INFLUENT)
I
I „
2 X 1501
I ANSI FLANGE
(EFFLUENT)
6"
4 1 /4'
3" x 150# RF. FLANGE
(CARBON SLURRY OUT)
ELEVATION / FRONT VIEW
Notes:
1. Pressure vessel manu-
factured to AS -ME stan-
dards with a pressure
rating of 91 PSIG
working pressure. Code
stamp not included
unless required.
2. Standard piping and
valve packages are
shown on piping draw-
ings.
Sales Drawing #1.06520
94.05.06
0 CARBONAIR 1994

Overview
Store liquids with confidence with Rain for Rent's Flat Top
Smooth Wall tank. Permanently attached axles, for maximum
maneuverability, allows this tank to be moved with ease on the
jobsite. The staircase ensures proper protection for workers on
site. The tank also offers optional epoxy coating, which offers
chemical resistance and additional cleanliness for sensitive
environmental applications.
Features:
• Vapor Tight Tanks: rated to 16oz/in' of pressure and
0.4oz/in' of vacuum
• V-drain floor with front and rear 4" 150-lb flanges with valves
• OSHA Compliant Stairway
• 1.5" SCH80 level gauge port
• 8" External manifold or internal manifold
• Rear 3" or 6" SCH40 fill line
• Optional: Epoxy Coating- chemical resistance for a wide
variety of chemical compatibility and keeps stored product
within the tank cleaner
• Optional: Steam Coils
Specs:
Material
Steel, Epoxy Coated
(Option)
Capacity
21,000 gallons
Manways
Four 22"hatches
Dry weight
29,500 lbs.
Footprint (LxWxH):
560" x 102" x 120"
Py$SENGEII SIDE VIEW
DRIVER SIDE NEW
Accessories:
ELONTAIN® Spillguards
SolidGround®Traction Mats
Radar Level Gauge
Mechanical Level Gauge
PipeStax®
HoseTraxis
Suction and Discharge Hose
FRORFNEW
PUMPS • TANKS • FILTRATION • PIPE • SPILLGUARDS
Rain for Rent Is a registered trademark of western 011flelds Supply Company. Features and specifications are subject to change without notice.
Run VEW
FOR
Liquid Ingenuity,
800-742-7246
rainforrent.com

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Overview:
The BF200 bag finer unit features two bag filter tanks and
utilizes 7" x 30" bag filters for superior filtration from 100 to 1
micron for flows up to 200 GPM.
Features:
• No moving parts
• Skid mounted
• Fitted with Need valves and pressure gauges
• Chambers constructed of 304 Stainless Steel
• Piping constructed of 304 stainless steel
• Stainless Steel inlet and outlet manifolds
Specs:
Max Flow
200 GPM
Material
Stainless Steel
Max PSI
125 PSI
Dry weight
800 lbs.
Footprint:
48" x 36"
Inlet x outlet
3" x 3" Flange
Accessories:
• Spillguard
• Suction and Discharge Hoses
t����i=�
Liquid Ingenuity.
PUMPS • TANKS • FILTRATION • PIPE • SPILLGUARDS 800-742-7246
Rain for Rent is a registered trademark of Western Oilfields Suppty Company. Features and specifications are subject to change without notice. ralnforrent.cbm

IRON BUTTERFLY VALVE
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4 13/16'
1 5/16'
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ATTACHMENT 3
Historical Groundwater Analytical Data
APEX

Table 1.
Summary of Historical Groundwater Analytical Data
Incident #29985
F--TParameter
Date
MW-Ll
MW-L2
MW-L3
MW-L4
2L
GroundwaterFGCL4
Standard
Benzene'
05/11/16
<1.0
2.73
<1.0
NA
1.0
5,000
09/15/16
2.64
50.5
3.45
NA
03/15/17
<10.0
24.7
3.90
<1.0
06/27/17
<1.0
89.5
11.1
<1.0
09/28/17
2.26
6.94
2.27
<1.0
03/20/18
4.22
40.7
1.38
<1.0
10/23/18
5.96
16.6
8.05
<1.0
07/29/20
9.05
55.9
6.43
<1.0
01/14/21
29.6
64.9
6.93
<1.0
Toluene
05/11/16
5.11
<5.0
<5.0
NA
600
260,000
09/15/16
9.10
<25
<5.0
NA
03/15/17
<10.0
<5.0
<I.0
<1.0
06/27/17
<1.0
<25.0
<1.0
<1.0
09/28/17
<1.0
<1.0
<1.0
<1.0
03/20/18
<1.0
1.14
<1.0
<1.0
10/23/18
<1.0
<1.0
<1.0
<1.0
07/29/20
<1.0
<1.0
<1.0
<1.0
01 14'21
<1.0
<1.0
<1.0
<1.0
F.thylbenzene
05/11/16
3.87
10.1
<1.0
NA
600
84,500
09/15/16
18.7
108
5.06
NA
03/15/17
25.0
47.7
16.7
<1.0
06/27/17
<1.0
421
64.2
<1.0
09/28/17
10.7
14.2
9.74
<1.0
03/20/18
28.1
147
7.46
<1.0
10/23/18
15.3
33.1
12.8
<1.0
07/29/20
1.36
2.91
1.53
<1.0
01/14/21
<1.0
1.13
<1.0
<1.0
Iota] Xylenes
05/11/16
15.2
35.2
<3.0
NA
500
85,500
09/15/16
66.3
365
5.04
NA
03/15/17
60.2
164.9
6.90
<3.0
06/27/17
<3.0
647
66.6
<3.0
09/28/17
9.90
42.4
<3.0
<3.0
03/20/18
4.79
87.5
3.15
<3.0
10/23/18
<3.0
9.73
<3.0
<3.0

Table I (Cont'd.)
Summary of Historical Groundwater Analytical Data
Incident #29985
Parameter
Date
MW-Ll
MW-L2
MW-L3
MW-L4
Groundwater
Standard
GCL
lotal Xylenes
(Cont'd.)
07/29/20
<3.0
4.32
<3.0
<3.0
500
85,500
01/14/21
<3.0
<3.0
<3.0
<3.0
MTBE
05/11/16
3.66
2.65
<1.0
NA
20
20,000
09/15/16
4.35
<5.0
3.30
NA
03/15/17
<10.0
<5.0
4.81
<1.0
06/27/17
<1.0
<25.0
3.14
<1.0
09/28/17
5.03
4.59
4.59
<].0
03/20/18
2.58
1.84
3.16
<1.0
10/23/18
2.29
2.48
2.37
<.0
07/29/20
1.62
<1.0
1.85
<1.0
01/14/21
<1.0
<1.0
1.59
<1.0
Naphthalene
05/11/16
<5.0
<5.0
<5.0
NA
6.0
6,000
09/15/16
19.6
42.1
20.3
NA
03/15/17
<50.0
36.2
15.4
<5.0
06/27/17
<5.0
127
19.0
<5.0
09/28/17
34.6
21.9
13.1
<5.0
03/20/18
15.8
39.3
12.0
<5.0
10/23/18
12.0
18.6
27.6
<5.0
07/29/20
12.8
18.9
18.8
<5.0
01/14/21
<5.0
<5.0
10.9
<5.0
Di -isopropyl ether
05/11/16
<1.0
<.0
<1.0
NA
70
70,000
09/15/16
<1.0
<5.0
<1.0
NA
03/15/17
<10.0
<5.0
<I.0
<1.0
06/27/17
<1.0
<25.0
<I.0
<1.0
09/28/17
<1.0
<I.0
<1.0
<1.0
10/23/18
<1.0
<1.0
<1.0
<1.0
07/29/20
<1.0
<l.0
<1.0
<1.0
01/14/21
<1.0
<1.0
<1.0
<1.0
n-Propylbenzene
05/11/16
<I.0
<1.0
<1.0
NA
70
30,000
09/15/16
14.4
33.8
5.37
NA
03/15/17
20.7
14.5
7.71
<1.0
06/27/17
<1.0
296
27.9
<1.0
09/28/17
11.6
9.3
6.90
<1.0
03/20/18
19.9
61.8
6.15
<1.0
10/23/18
18.7
26.9
12.7
<1.0

Table 1 (Cont'd.)
Summary of Historical Groundwater Analytical Data
Incident #29985
Parameter
Date
MW-LI
MW-L2
MW-L3
MW-L4
2L
Groundwater
Standard
GCL
n-Propylbenzene
(Coned.)
07/29/20
13.2
24.5
6.38
<1.0
30,000
OI14/21
32.5
60.3
4.72
<1.070
Isopropylbenzene
05/11/16
<1.0
<1.0
<1.0
NA
70
25,000
09/15/16
6.79
16.3
5.41
NA
03/15/17
<10.0
7.41
6.13
<1.0
06/27/17
<1.0
112
13.8
<1.0
09/28/17
5.25
4.49
4.83
<1.0
03/20/18
9.60
26.6
3.63
<].0
10/23/18
9.23
12.2
6.99
4.0
07/29/20
7.53
15.2
4.77
<1.0
01/14/21
17.4
33.9
3.45
<1.0
P
Isopropyltoluene
05/11/16
<1.0
<1.0
<1.0
NA
25
11,700
09/15/16
2.96
<5.0
1.26
NA
03/15/17
<10.0
<5.0
1.38
<1.0
06/27/17
<1.0
73.7
5.41
<1.0
09/28/17
2.70
2.19
1.66
<1.0
03/20/18
3.64
13.8
2.01
<1.0
10/23/18
6.89
16.4
10.8
<1.0
07/29/20
2.02
4.55
10.7
<1.0
01/14/21
1.36
1.02
5.88
<1.0
n-Bim ]benzene
05/11/16
<I.0
<1.0
<1.0
NA
70
6,900
09/15/16
6.60
6.73
1.66
NA
03/15/17
15.6
<5.0
2.40
<1.0
06/27/17
<1.0
167
9.72
<1.0
09/28/17
7.97
5.36
3.60
<1.0
03/20/18
8.93
34.8
4.18
<1.0
10/23/18
<1.0
<1.0
<I.0
<I.0
07/29/20
4.89
7.85
4.57
<1.0
01/14/21
16.9
18.3
4.97
<1.0
sec -Butyl benzene
05/11/16
<1.0
<1.0
<1.0
NA
70
8,500
09/15/16
7.18
8.76
6.57
NA
03/15/17
15.3
5.74
7.75
<LO
06/27/17
<1.0
125
10.9
<1.0
09/28/17
9.53
9.15
8.12
<1.0
03/20/18
8.84
24.3
7.25
<1.0

Table 1 (Cont'd.)
Summary of Historical Groundwater Analytical Data
Incident #29985
Parameter
Date
MW-L1
MW-L2
MW-L3
MW-L4
2L
Groundwater
Standard
GCL
sec-Butylbenzene
(Coned.)
10/23/18
7.23
10.2
8.56
<1.0
70
8,500
07/29/20
7.14
9.39
9.24
<1.0
01/14/21
20.6
19.4
8.62
<1.0
2-Chlorotoluene
06/27/17
<1.0
35.6
1 <1.0
<1.0
1,2,4
Trimethylbenzene
05/11/16
<1.0
<1.0
<LO
NA
400
28,500
09/15/16
61.4
186
27.3
NA
03/15/17
76.0
125
31.0
<1.0
06/27/17
<1.0
1,120
129
<1.0
09/28/17
33.7
43.6
28.1
<1.0
03/20/18
44.5
512
28.3
<1.0
10/23/18
30.8
109
38.0
<1.0
07/29/20
5.48
20.4
6.60
<1.0
01/14/21
<1.0
5.28
2.94
<1.0
1,3,5-
Trimethylbenzene
05/11/16
<1,0
<1.0
<1.0
NA
400
25,000
09/15/16
19.2
42.5
6.04
NA
03/15/17
26.1
31.6
4.46
<1.0
06/27/17
<1.0
305
21.0
<1.0
09/28/17
11.4
12.0
3.99
<1.0
03/20/18
11.4
75.1
4.59
<1.0
10/23/18
<1.0
32.3
1.50
<1.0
07/29/20
<1.0
5.15
<1.0
<1.0
01/14/21
<I.0
1.67
<1.0
<I.0
Naphthalene'
05/11/16
133
24.1
18.4
NA
6.0
6,000
09/15/16
17.2
23.7
13.1
NA
03/15/17
6.47
27.5
9.99
<1.05
06/27/17
21.0
56.2
17.2
1.16
09/28/17
30.1
16.1
6.78
Q.0
10/23/18
7.60
10.5
12.9
<1.0
07/29/20
18.4
10.6
8.82
<1.0
01/14/21
<1.0
<1.0
3.51
<1.0
Acenaphthene
05/11/16
2.89
3.11
3.23
NA
80
2,120
09/15/16
2.63
2.26
3.90
NA
03/15/17
2.29
2.46
2.61
<1.05
06/27/17
18.0
26.0
7.91
<1.0
09/28/17
4.85
2.97
2.31
<1.0

Table 1 (Cont'd.)
Summary of Historical Groundwater Analytical Data
Incident #29985
Parameter
Date
MW-Ll
MW-L2
MW-L3
MW-L4
Groundwater
GCL
Standard
03/20/18
23.5
<1.0
9.63
<1.0
10/23/18
3.18
1.96
1.59
<1.0
Acenaphthene
80
2,120
07/29/20
16.6
<1.0
8.89
<1.0
(Cont'd.)
01/14/21
10.2
1 <1.0
2.38
<1.0
03/20/18
7.28
4.49
1.37
<1.0
10/23/18
<1.0
<1.0
<I.0
<1.0
Anthracene
2,000
2,000
07/29/20
<L0
<1.0
<1.0
<1.0
01/14/21
<1.0
<1.0
<1.0
<IN
Fluoranthene
01/14/21
<1.0
2.72
<1.0
<1.0
300
300
05/11/16
4.33
4.54
4.91
NA
09/15/16
3.90
3.37
5.25
NA
03/15/17
1 3.06
3.69
4.02
<1.05
06/27/17
1 23.0
<1.0
10.0
<1.0
09/28/17
6.61
4.46
3.28
<1.0
Fluorene
300
990
03/20/18
47.6
25.8
14.7
<1.0
10/23/18
4.77
2.99
2.24
<1.0
07/29/20
30.5
<1.0
14.7
<1.0
01/14/21
17.9
<1.0
3.54
<1.0
03/20/18
7.45
3.50
<1.0
<1.0
Bis(2-ethylhexyl)
phthalate
p
10/23/18
<3.0
<3.0
<3.0
<3.0
3.0
170
07/29/20
<3.0
<3.0
<3.0
<3.0
01/14/21
<3.0
<3.0
<3.0
<3N
2,4-
Dichlomphenol
03/20/18
10/23/18
07/29/20
01/14/21
20.0
<10.0
<10.0
<10.0
<10.0
<10.0
<10.0
<10.0
<10.0
<10.0
<10.0
<10.0
<10.0
<10.0
<10.0
<10.0
0 98
980
03/20/18
<10.0
<10.0
27.3
<MO
n-Nitrosodi-
10/23/18
<10.0
<10.0
<10.0
<10.0
7/29/20
<10.0
<10.0
<10.0
<10.0
<10.0
<10.0
<10.0
<10.0
E01/14/21
3/15/17
40.0
<10.0
<10.5ff13.96/27/17
<10.0
<10.0
<10.0
30
30,000
0/23/18
<10.0
<10.0
<10.0

Table 1 (Cont'd.)
Summary of Historical Groundwater Analytical Data
Incident #29985
Parameter
Date
MW-LI
MW-1,2
MW-L3
MW-L4
2L
Groundwater
Standard
GCL
Phenol
(Cont'd.
07/29/20
01/14/21
<10.0
Q0.0
<10.0
<10.0
<10.0
<I0.0
<10.0
<10.0
30
30,000
11prene
03/15/17
1.37
<1.0
<1.05
<1.05
200
200
06/27/17
17.6
30.9
7.02
<1.0
09/28/17
3.12
1.11
<1.0
<1.0
03/20/18
41.4
37.9
11.9
<1.0
10/23/18
2.28
1.06
<1.0
<1.0
07/29/20
20.8
16.7
9.67
<1.0
01/14/21
16.8
9.95
1.19
1.0
Phenanthrene
05/11/16
2.93
3.02
3.54
200
410
09/15/16
2.55
2.65
4.44
03/15/17
2.72
2.63
2.73
06/27/17
24.7
28.6
11.0
09/28/17
6.61
4.46
3.28
2NA
03/20/18
49.1
24.0
13.9
10/23/18
4.49
2.41
1.67
07/29/20
27.9
11.1
21.6
01/14/21
22.1
<1.0
4.00
'Analyzed via U.S. EPA method 6200, reported in micrograms per liter (µg/L).
2Analyzed via U.S. EPA method 625 (Base Neutral and Acid Extractables) reported in micrograms per liter (µg/L).
'2L Groundwater quality, standards as defined in section I SA NCAC 02L .0202; reported in micrograms per liter (µg/L).
'Gross Groundwater Contamination Limits as defined in section I SA NCAC 02L .0202; reported in µg/L.
'NA = Not analyzed.
Bold = Level detected above 2L Standard for high risk sites.

ATTACHMENT 4
Perm ittee Applicant Authorization
APEX

Laves
Travel Stops
March 28, 2023
Mr. Charles Weaver
NC DENR/DWR/Water Quality Permitting Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Re: Application for Coverage Under General Permit NCG510000
Love's Travel Stop #412
3948 Hodges Chapel Road
Dunn, North Carolina
Dear Mr. Weaver,
Love's Travel Stops & Country Stores (Love's) hereby designates Apex Companies, LLC to be Love's
authorized representative for submittal and implementation of the application for coverage under
General Permit NCG510000 at the property addressed as 3948 Hodges Chapel Road, Dunn, North
Carolina.
Sincerely,
l j 7L /�
Caleb Harrison
Division Environmental Manager
Love's Travel Stops & Country Stores