NCG140524_Application_20230328

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TERRA
CONSULTING
March 20, 2023
Stormwater Permitting Unit Program RECEIVE-
Division of Energy, Mineral and Land Resources MAR z 8 2023
1612 Mail Service Center
Raleigh, North Carolina 27699-1612 DEMLR-Stormwater Program
RE: Notice of Intent for Permit No. NCG140000
Head, Inc.
Head — Pope AAF Concrete Batch Plant
Stormwater Permitting Unit:
Terra Consulting, LLC is submitting the enclosed Notice of Intent (NOI) for General Permit No.
NCG140000 on behalf of Head, Inc. for the operation of a concrete batch plant to be located at the Pope
Army Airfield in Cumberland County. The project is currently schedule to beginning paving in the June
of 2023.
The plant will be located on a site used by the Airfield as a contractor staging area and land disturbance is
required.
The following items are enclosed:
• Notice of Intent form plus attachments to provide space to adequately answer questions;
• North Carolina Secretary of State Certificate Annual Report for the year 2022;
• Attachment A — Additional Information for Questions;
• Attachment B — Description of Processes Producing Wastewater;
• Application fee check for $100.00; and
• 2 copies of the Site Plan, including an inset USGS topographic map showing the site location.
If you require additional information, please contact me [e-mail] or 404-402-
4246.
Sin erely, t/ -
acki Congleton
Senior Project Manager
Enclosure
cc: James M. Head, Head, Inc.
Jordan For y, Head, Inc.
P.O. Box 1738 0 Carrollton, GA 30112 0 Office: 770-573-3055 9 www.terraconsultinglic.com

FOR AGENCY USE ONLY
NCG14 0 5 114
Assig R. U501�
ARO FRO MRO RRO WARO WIRO WSRO
Division of Energy, Mineral, and Land Resources Land Quality Section
National Pollutant Discharge Elimination System
NCG140000 Notice of Intent
This General Permit covers STORMWATER AND/OR WASTEWATER DISCHARGES associated with activities under
SIC (Standard Industrial Classification) Code 3273 [Ready Mix Concrete] and like activities. You con find
information on the DEMLR Stormwater Program at deq.nc.gov/SW.
Directions: Print or type all entries on this application. Send the original, signed application with all required
items listed in Item (8) below to: NCDEMLR Stormwater Program,1612 MSC, Raleigh, NC 27699-1612. The
submission of this application does not guarantee coverage under the General Permit. Prior to coverage under
this General Permit a site inspection will be conducted.
1. Owner/Operator (to whom all permit correspondence will be mailed):
Name of legal organizational entity:
Legally responsible person assigned in Item (9) below:
Head, Inc.
James M. Head
Street address:
City:
State:
Zip Code:
4477 East Fifth Avenue
Columbus
OH
43219
Telephone number:
Email address:
[phone]
[e-mail]
Type of Ownership:
Government
I3County i31'ederal I31viunicipal i3State
Non -government
0Bust ness (If ownership is business, a copy of NCSOS report must be included with this application)
Individual
2. Industrial Facility (facility being permitted):
Facility name:
Facility environmental contact:
Head - Pope AAF Concrete Batch Plant
Jordan Fony
Street address:
City:
State:
Zip Code:
Hurst Drive
Pope Field
NC
28308
Parcel Identification Number (PIN):
County:
Part of Fort Bragg parcel
Cumberland
Telephone number:
Email address:
[phone]
[e-mail]
4-digit SIC code:
Facility is:
at operation is to begin or began:
3273
'M New l3 Proposed O Existing
June 2023
Latitude of entrance:
Longitude of entrance:
35 09' 33.33" N
-79 01' 25.75" W
Brief description of the types of industrial activities and products manufactured at this facility:
Product concrete for taxiway and apron repairs. (see Attachment A-2)
If the stormwater discharges to a municipal separate storm sewer system (MS4), name the operator of the MS4:
O N/A Pope Army Airfield
Page 1 of 7

3.
This facility uses:
❑ Phosphorus -containing detergents
❑ Non -Phosphorus -containing detergents
❑ Brighteners
❑ Other Cleaning Agents
This facility has a closed -loop recycle system that meets design requirements in SSA NCAC 02T. 1000 and hold the facilities
working volume
DYes—stop completion of this NO]. Contact DWR Non -Discharge Permitting Program for permitting requirements
El No
Consultant (if applicable)
Name of consultant: Consulting firm:
Jacki Congleton Terra Consulting, LLC
Street address: City: State: Zip code:
P.O. Box 1738 Carrollton A 30112
Telephone number: Email address:
770-573-3055 '[e-mail]
4. Outfall(s) (at least one outfall is required to be eligible for coverage):
3-4 digit identifier:
Name of receiving water: Classification:
❑ This water is impaired.
001
Tank Creek C
❑ This watershed has a TMDL.
Discharge from this outfall is from:
OStormwater Only 0 Wastewater Only Il Wastewater Comingled with Stormwater
7Q10 Flow of receiving waterbody (if discharging Wastewater Only or Wastewater Comingled with Stormwater to waters
classified as HQW, ORW, Tr, W5-I, WS-11, WS-III, SA, or PNA):
Discharge occurs from this outfall:
0 Only during a rainfall event
❑ Intermittently (indicate how often)
❑ Continuously (indicate flow in CFS)
Latitude of outfall:
Longitude of outfall:
35 09' 32.73786" N
01' 27.59192" W
-7go
Brief description of the industrial activities that drain to this outfall:
Production of concrete for taxiway and apron repairs. (See attachment A-2)
Do Vehicle Maintenance Activities occur in the drainage are of this outfall? ❑ Yes ❑ No
If yes, how many gallons of new motor oil are used each month when averaged over the calendar ear?
3-4 digit identifier:
Name of receiving water:
1
Classification:
❑ This water is impaired.
002
Tank Creek
C
❑ This watershed has a TMDL.
Discharge from this outfall is from:
OStormwater Only 0 Wastewater Only 0 Wastewater Comingled with Stormwater
7Q10 Flow of receiving waterbody (if discharging Wastewater Only or Wastewater Comingled with Stormwater to waters
classified as HQW, ORW, Tr, WS-I, WS-II, WS-III, SA, or PNA):
Discharge occurs from this outfall:
0 Only during a rainfall event
OIntermittently (indicate how often)
0 Continuously (indicate flow in CFS)
Latitude of outfall:
Longitude of outfall:
35 09' 31.05231" N
-79 01' 29.51951" W
Brief description of the industrial activities that drain to this outfall:
Production of concrete for taxiway and apron repairs.
Do Vehicle Maintenance Activities occur in the drainage are of this outfall? 0 Yes 0+ No
If yes, how many gallons of new motor oil are used each month when averaged over the calendar year?
Page 2 of 7

3-4 digit identifier:
Name of receiving water:
1
Classification:
❑ This water is impaired.
003
Tank Creek
C
❑ This watershed has a TMDL.
Discharge from this outfall is from:
13 Stormwater Only 13 Wastewater Only © Wastewater Comingled with Stormwater
7Q30 Flow of receiving waterbody (if discharging Wastewater Only or Wastewater Comingled with Stormwater to waters
classified as HQW, ORW, Tr, WS-I, WS-II, WS-III, SA, or PNA):
Discharge occurs from this outfall:
D Only during a rainfall event
❑ Intermittently (indicate how often)
0 Continuously (indicate flow in CFS)
Latitude of outfall:
longitude of outfall:
35 09' 32.33311'
-7go
01' 13.11339"
Brief description of the industrial activities that drain to this outfall:
Production of concrete for taxiway and apron repairs.
Do Vehicle Maintenance Activities occur in the drainage are of this outfall? 0 Yes M No
If yes, how many gallons of new motor oil are used each month when averaged over the calendar ear?
3-4 digit identifier:
NA
Name of receiving water:
I
Classification:
1
❑ This water is impaired.
1 ❑ This watershed has a TMDL.
Discharge from this outfall is from:
U Stormwater Only 0 Wastewater Only O Wastewater Comingled with Stormwater
7Q10 Flow of receiving waterbody (if discharging Wastewater Only or Wastewater Comingled with Stormwater to waters
classified as HOW, ORW, Tr, WS-I, WS-II, WS-III, SA, or PNA):
Discharge occurs from this outfall:
❑ Only during a rainfall event
❑ Intermittently (indicate how often)
❑ Continuously (indicate flow in CFS)
Latitude of outfalI:
longitude of outfall:
Brief description of the industrial activities that drain to this outfall:
Do Vehicle Maintenance Activities occur in the drainage are of this outfall? 0 Yes 13 No
If yes, how many gallons of new motor oil are used each month when averaged over the calendar year?
All outfalls must be listed and at least one outfall is required. Additional outfalls may be added in the section
"Additional Outfalls" found on the last page of this N01.
S. Wastewater
Types of Wastewater facility will generate ordischarge
Vehicle & equipment cleaning (VE)
O Generate O Discharge ❑ Sent to WW Treatment System
Wetting of raw material stockpiles (RIM)
0 Generate O Discharge ❑ Sent to WW Treatment System
Mixing drum cleaning (MD)
El Generate O Discharge ❑ Sent to WW Treatment System
Facility will spray -down or actively wet aggregate piles
0 Yes
❑ No
See Attachment B
Page 3 of 7

6. Wastewater treatment alternatives
What wastewaters were considered for this alternatives review: 0 VE O RM El MD
Are there existing sewer lines with a one mile radius: 0 Yes O No
If Yes:
E3The wastewater treatment plant will accept the wastewater. It is feasible to connect. Explain:
O The wastewater treatment plant will accept the wastewater. It is not feasible to conned. Explain:
See Attachment A - 6(1)
© The wastewater treatment plant will not accept the wastewater (attach a letter documenting)
0 Surface or subsurface disposal is technologically feasible
13 Surface or subsurface disposal is not technologically feasible
Explain:
See Attachment A - 6(2)
0 Surface or subsurface disposal system is feasible to implement
E3 Surface or subsurface disposal system is not feasible to implement
Explain:
See Attachment A - 6(2)
What is the feasibility of employing a subsurface or surface discharge as compared to a direct discharge to
surface waters? Explain:
See Attachment A - 6(2)
Discharge to surface waters is the most environmentally sound alternative of all reasonably cost-effective
options of the wastewaters being considered:
O Yes
E3 No— contact DEMLR's Land Application Unit to determine permitting requirements
If this review included all wastewater discharge types, would excluding some types make of the above non -
discharge options feasible?
❑ Yes
No
7. Other Facility Conditions (check all that apply and explain accordingly):
❑ This facility has a DMLR Erosion & Sedimentation Control Permit.
If checked, list the permit numbers for all current E&SC permits for this facility:
❑ This facility has a Division of Waste Management permit.
If checked, list the permit numbers for all current DWM permits for this facility:
❑ This facility has other NPDES permits.
If checked, list the permit numbers for all current NPDES permits:
❑ This facility has Non -Discharge permits (e.g. recycle permit).
If checked, list the permit numbers for all current Non -Discharge permits:
O This facility uses best management practices or structural stormwater control measures.
If checked, briefly describe the practices/measures and show on site diagram:
See attachment A(7)
0 This facility has a Stormwater Pollution Prevention Plan (SWPPP).
If checked, please list the date the SWPPP was implemented:
The SWPPP will be completely implemented before the commencement of operations.
Page 4 of 7

❑ This facility is subject to Phase II Post -Construction Area
If checked, please list the permitting authority:
❑ This facility is located in one of the 20 Coastal Counties
If checked, please indicate if the facility is adding more than 10,000 ft2 of built -upon area or is a CAMA Major Permit
M Will add more than 10,0000 ft of built -upon area
E3 Is a CMA Major Permit
E3 Yes to both
0 No to both
0 This facility is discharging wastewater to a stormwater BMP
If checked, please indicate the permitting authority, and attach letter approval to do so:
See Attachment A 7(3)
❑ This facility has wastewater treatment facilities in the 100-year floodplain
❑ This facility stores hazardous waste in the 100-year floodplain.
If checked, describe how the area is protected from flooding:
❑ This facility is a (mark all that apply)
❑ Hazardous Waste Generation Facility
❑ Hazardous Waste Treatment Facility
❑ Hazardous Waste Storage Facility
❑ Hazardous Waste Disposal Facility
If checked, indicate:
Kilograms of waste generated each month:
Type(s) of waste:
How material is stored:
Where material is stored:
Number of waste shipments per year:
Name of transport/disposal vendor:
Transport/disposal vendor EPA ID:
Vendor address:
❑ This facility is located on a Brownfield or Superfund site
If checked, briefly describe the site conditions
8. Required Items (Application will be returned unless all of the following items have been included):
0 Check for $100 made payable to NCDEQ
0 Copy of most recent Annual Report to the NC Secretary of State
0 This completed application and any supporting documentation
O A line drawing of the water flow through the facility.
0 Copy of county map or USGS quad sheet with the location of the facility clearly marked
❑ Letter documenting that WWTP will not accept wastewater (if applicable)
❑ Approval from permitting authority to discharge wastewater to a stormwater BMP (if applicable)
Page 5 of 7

0 Two (2) 24" x 36" site diagrams showing, at a minimum, existing and proposed:
a) outline of drainage areas
b) Stormwater/wastewater treatment structures
c) Location of numbered stormwater/wastewater outfalls (corresponding to which drainage areas)
d) Delineation of drainage areas to each discharge point
e) Runoff conveyance structures
f) Areas and acreage where materials are stored
g) Impervious area acreages
h) Locations(s) of streams and/or wetlands the site is draining to, and applicable buffers
i) Site property lines, North Arrow, and bar scale
j) If applicable, the 100-yearfloodplain line
k) Acreage of each stormwater and wastewater topographical area
1) Each of the fadlities wastewater or stormwater source and discharge structures and each of its hazardous waste
treatment, storage, or disposal facilities
m) Notation of the water quality classification of the receiving water that site waters eventually discharge to
n) Site location (insert)
13 A narrative description and identification of the compost manufacturing sequence at the applicant's site, the general
feedstocks, the determination of where the sites final products qualities as "finished compost" as reference in the General
Permit test (NCG240000) and as determined by the DWM permitting process, identification of the stormwater BMPs
employed, and the general nature of the wastewater treatment system utilized to meet process wastewater discharge
limits.
9. Applicant Certification:
North Carolina General Statute 143-215.66 (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 this Article or a rule implementing this Article ... shall be guilty of a Class 2 misdemeanor which may include a fine not
to exceed ten thousand dollars ($10,000).
Under penalty of law, I certify that:
❑ 1 am the person responsible for the permitted industrial activity, for satisfying the requirements of this permit, and for any
civil or criminal penalties incurred due to violations of this permit.
13 The information submitted in this NO[ is, to the best of my knowledge and belief, true, accurate, and complete based on
my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the
information.
O 1 will abide by all conditions of the NCG140000 permit. I understand that coverage under this permit will constitute the
permit requirements for the discharge(s) and is enforceable in the same manner as an individual permit.
❑ 1 hereby request coverage under the NCG140000 General Permit.
Printed Name of Applicant: James M. Head
Title: President
of Applicant)
3 Z,3 Z3
(Date Signed)
it the entire package to: DEMLR —Stormwater Program
Department of Environmental Quality
1612 Mail Service Center
Raleigh, NC 27699-1612
Page 6 of 7

( `1 1 BUSINESS CORPORATION ANNUAL REPORT
1IM022
NAME OF BUSINESS CORPORATION: HEAD, INC
SECRETARY OF STATE ID NUMBER: 0433701 STATE OF FORMATION: OH
REPORT FOR THE FISCAL YEAR END: 11/30/2022
SECTION A: REGISTERED AGENT'S INFORMATION
E - Filed Annual Report
0433701
CA202302301540
1/23/2023 11:30
❑X Changes
1. NAME OF REGISTERED AGENT: Corporation Service Company
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS 8 COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
2626 Glenwood Avenue, 2626 Glenwood Avenue„ Suite 550
Raleigh, NC 27608 Wake County Raleigh, NC 27608
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Concrete paver of Gov. and airports
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] x_ 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS 5. PRINCIPAL OFFICE MAILING ADDRESS
4477 East Fifth Avenue 4477 East Fifth Avenue
Columbus, OH 43219-1817 Columbus, OH 43219-1817
6. Select one of the following If applicable. (Optional see Instructions)
❑ The company Is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME: Paul A Ondera
TITLE: Vice President
ADDRESS:
4477 East Fifth Avenue
Columbus, OH 43219
NAME: Kevin J Gallagher NAME: James M Head
TITLE: Treasurer TITLE: President
ADDRESS:
4477 East Fifth Avenue
Columbus, OH 43219
ADDRESS:
4477 East Fifth Avenue
Columbus, OH 43219
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business
entityevin J Gallagher 1/23/2023
K SIGNATURE DATE
Form must be signed by an officer listed under Section C of this form.
Kevin J Gallagher
Treasurer
Print or Type Name of Officer Print or Type Tide of Officer
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Post Once BOX 29525, Raleigh, NC 27626-0525

Attachment A
NCG140000 N.O.I. Additional Information for Questions
Head, Inc.
Head - Pope AAF Concrete Batch Plant
2. Physical location information:
The facility is located at Pope Army Airfield, North Carolina.
All non -Department of Defense individuals must obtain a visitors pass from the fort Bragg Visitor Control Center
at the All -American entrance on All -American Freeway off of Interstate 295 north west of Fayetteville in
Cumberland County. Directions will be provided to the site location at the intersection of Hurst Drive and Lewis
Street.
2. Description of Industrial Activities
This batch plant will provide concrete for the paving of the Taxiway and Apron Repair project The plant will be
moved to this location in April 2023. The plant will begin operating approximately June 2023. Materials will be
inventoried or stockpiled at this location beginning in April 2023.
This facility will manufacture concrete, which is transported by dump truck to the area where the taxiways and
aprons are being repaired. The primary components of the facility include the production plant, aboveground
storage tanks that contain concrete admixtures, storage trailers and silos that contains cement and fly ash, as well
as sand and aggregate stored in open stockpiles. The manufacturing process requires moving aggregate and sand
from stockpiles to the processing plant using front-end loaders and conveyors. Cement and fly ash are
pneumatically added to the sand and aggregate, along with water, and processed in the mixing drum. The concrete
is then loaded into dump trucks for delivery to the paving sites.
5. Type of Wastewater
A combination of wastewater and stormwater will be discharged from this facility's outfall intermittently during
the time the plant is at this site. Wastewater from the truck bed, drum washout, and stockpile wetting will be
comingled with stormwater only when the plant is in operation. On the days the plant is operating, the wastewater
described in Attachment B will be generated.
6. Wastewater Treatment Alternatives Review
(1) This facility will be operated at this site for approximately eighteen (18) months. Because of the cost
involved and potential delays to project as a result of permitting and construction required to temporarily direct
the wastewater from the identified sources to the sewer system, this option is not considered feasible for the short
period of time the plant will operate at this location.
(2) Surface or Subsurface Disposal Systems
• It is technically possible to use the recycled water from the truck bed washout recycling system for truck
bed washout and for dust suppression. It is also possible to treat and dispose of wastewater from the site
through the existing airfield stormwater control structures.
• It is possible to use the recycled water from the truck bed washout recycling system for dust suppression
as well as for re -use in the washout system.
These methods of surface disposal and re -use are feasible and will be implemented.

7. Best Management Practices (BMP)
This facility is located on airfield property in an area that has previously been occupied by temporarily by mobile
concrete batch plants. Stormwater control structures are in place to manage stormwater runoff from this site.
Runoff from this site will discharge to these existing airfield structures. In addition, the following BMPs will be
used:
(1) All disturbed areas within the site will be stabilized with 4 to 6 inches of graded aggregate base (GAB) or
vegetated with permanent vegetation.
(2) Runoff from a portion of the site flow through and existing detention pond before entering the airport storm
sewer system. Other potions of the site flow directly into the airfield storm sewer system
(3) Inlet protection to and outlet protection from the detention pond and outlet protects at the additional two
outfalls.
(4) Sediment barrier in the form of silt fence provide protection before runoff leaves the site from areas that do
not enter the detention pond.
(5) All parts and maintenance oil, grease, and fluids will be stored in closed containers inside the parts trailer.
(6) All fuel storge tanks are of self-contained double -wall construction.
(7) Regular inspections of potential sources of pollution are conducted.
7(2). Built -Upon Area
No impervious or built -upon area will be added to the Pope AAF property. The site is an established contractor
staging area provided by the airfield.
7(3). Discharging Wastewater to a BMP
The operation of this facility is an airfield -contracted project and will be discharging to an existing airfield
infrastructure.

Attachment B
NCG140000 N.O.I. Additional Information for Questions
Head, Inc.
Head - Pope AAF Concrete Batch Plant
Description of Processes Producing Wastewater
Three processes at this facility will potentially contribute wastewater to the effluent from the outfalls.
Wastewater Source 1:
Wastewater Source 1 is the concrete batch plant mixing drum. The drum on the plant will be washed out once per
day, on days the plant is operating. The wastewater produced from each washout is approximately 800 gallons
per day. This wastewater is captured in the upturned bucket of a front-end loader and transported to the truck bed
washout recycling pit located on the site, where it is discharged from the bucket.
Wastewater Source 2:
Wastewater Source 2 is the truck bed washout used to washout the beds of the dump trucks used to transport the
concrete to the areas being paved. The plant anticipates producing a maximum of 150 truckloads per day and the
trucks will be washed out after every trip. Each washout will use approximately 50 gallons of water. The
anticipated volume of wash water generated will be approximately 7,500 gallons per day. The wash water will be
contained and recycled through a settling pit designed to allow suspended particles to settle out of the wash water.
The dimensions of the pit will be 40 feet by 60 feet by 8 feet deep. The holding capacity of the pit is
approximately 150,000 gallons. The water from the pit will be recycled as wash water or used for dust
suppression on the site. Solids will be removed from the pit when the volume occupied by the solids equals one
half of the designed holding capacity of the pit. The solids are allowed to dry and are properly disposed of. A
minimum of 6 inches of freeboard will be maintained in the washout pit at all times to accommodate a 10-year
rain event (5.46 inches) over the pit. If wash water is spilled or leaks from the recycling system or the washout
area, it would flow to an existing detention pond at the northwest corner of the site. The detention pond
discharges at Outfall No. 2 and flows into the airfield storm sewer system and ultimately enters Tank Creek east
of the site. Tank Creek is a tributary to the Little River. A minimum of 6 inches of freeboard will be maintained
in the washout pit at all times to accommodate a 10 year rain event (5.46 inches) over the pit.
Wastewater Source 3:
Wastewater Source 3 includes the aggregate stockpiles. The aggregate stockpiles will be wetted using a lawn
sprinkler and hose. The sprinkler will be rotated around each stockpile during the day to cover all parts of each
pile. Wetting the aggregate stockpiles is done to produce evaporative cooling of the stone. The evaporation of
the water during this sprinkling process reduces the volume of water that ultimately flows away from the
stockpiles. Wetting is not used on the sand stockpile. Per DOT specifications, both the aggregate and sand are
washed prior to being delivered to the site, reducing the potential fines in runoff from the area covered by the
stockpiles. Wetting of the aggregate stockpile will be conducted up to 24 hours per day when the plant is
operating during summer months. The wastewater from the aggregate stockpile will consist of water from the
wetting of the stone and stormwater that falls on the pile. Wastewater from the sand stockpile will consist of only
stormwater that falls on the pile. Stormwater and wastewater from the stockpiles will pass through silt fencing
before exiting the site at Outfall No. 001. Discharge from Outfall No. 1 will enter the airfield storm sewer system
which ultimately discharge to Tank Creek east of the site. Tank Creek is a tributary to the Little River.