NCG140539_Application_20240327

FOR AGENCY USE ONLY
NCG14 O 5 $ I
Assigned to: $. COA
ARO FRO MRO FRO WARO WIRO A
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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 can 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 as signed in Item(9)below:
Mocksville Concrete Company, LLC Brad Lagle
Street address: City: State: Zip Code:
252 Eaton Road Mocksville NC 27028
Telephone number: Email address:
336-399-3821 [e-mail]
Type of Ownership:
Government
❑County ❑ Federal ❑Municipal ❑State
Non-government
la Business(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:
Mocksville Concrete Company, LLC Brad Lagle
Street address: City: State: Zip Code:
252 Eaton Road Mocksville NC 27028
Parcel Identification Number(PIN): County:
5747080427 Davie
Telephone number: Email address:
336-399-3821 [e-mail]
4-digit SIC code: Facility is: Date operation is to begin or began:
22 32-3 2 New ❑ Proposed ❑Existing April 1st, 2024
Latitude of entrance: Longitude of entrance:
35°52'45.8"N 80°33'10.2"W
Brief description of the types of industrial activities and products manufactured at this facility:
Ready Mixed Concrete Manufacturing Facility
If the stormwater discharges to a municipal separate storm sewer system(MS4),name the operator of the MS4:
♦a N/A
Page 1 of 7

This facility uses:
❑ Phosphorus-containing detergents
2 Non-Phosphorus-containing detergents Blaster& Citriblast products
❑ Brighteners
❑Other Cleaning Agents
❑Other:
This facility has a closed-loop recycle system that meets design requirements in 15A NCAC 02T. 1000 and hold the facilities
working volume
❑Yes—stop completion of this NOI.Contact DWR Non-Discharge Permitting Program for permitting requirements
2 No
3. Consultant(if applicable):
Name of consultant: Consulting firm:
Chris Ruhlin Resource Management Associates
Street address: City: State: Zip code:
1433 Hooper Avenue, Suite 210 Toms River NJ 08753
Telephone number: Email address:
888-762-0230 [e-mail]
4. Cluttall(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.
SDO-1 I Leonard Creek C ❑This watershed has a TMDL
Discharge from this outfall is from:
♦a Stormwater Only ❑ Wastewater Only ❑ 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-11,WS-III,SA,or PNA): N/A
Discharge occurs from this outfall:
2 Only during a rainfall event ❑ Intermittently(indicate how often) ❑Continuously(indicate flow in CFS)
Latitude of outfall: Longitude of outfall:
35052'41.0"N 80°33'12.0"W
Brief description of the industrial activities that drain to this outfall:
Paved& unpaved parking areas, storage areas, aggregate stockpile areas
Do Vehicle Maintenance Activities occur in the drainage are of this outfall? ❑Yes 2 No
If yes,how many gallons of new motor oil are used each month when averaged over the calendar year?
3-4 digit identifier: Name of receiving water: Classification: ❑This water is impaired.
PDO-2 Leonard Creek C ❑This watershed has a TMDL.
Discharge from this outfall is from:
❑Stormwater Only ❑ Wastewater Only 2 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-11,WS-III,SA,or PNA): N/A
Discharge occurs from this outfall:
❑Only during a rainfall event {a Intermittently(indicate how often) ❑ Continuously(indicate flow in CFS)
Only during extreme rain events
Latitude of outfall: Longitude of outfall:
35052'41.0"N 80°33'09.5W
Brief description of the industrial activities that drain to this outfall:
Paved &unpaved parking areas, storage areas, aggregate stockpile areas, batch plant, truck washout
Do Vehicle Maintenance Activities occur in the drainage are of this outfall? Cd Yes ❑ No
If yes,how many gallons of new motor oil are used each month when averaged over the calendar year? Approx. 20 gal
Page 2 of 7

3-4 digit identifier: Name of receiving water: Classification: ❑This water is impaired.
❑This watershed has a TMDL.
Discharge from this outfall is from:
❑ Stormwater Only ❑ Wastewater Only ❑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-1,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 outfall: 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? ❑Yes ❑ No
If yes,how many gallons of new motor oil are used each month when averaged over the calendar year?
3-4 digit identifier: Name of receiving water: Classification: ❑This water is impaired.
❑This watershed has a TMDL
Discharge from this outfall is from:
❑ Stormwater Only ❑ Wastewater Only ❑ Wastewater Comingled with Stormwater
7Qi0 Flow of receiving waterbody(if discharging Wastewater Only or Wastewater Comingled with Stormwater to waters
classified as HOW,ORW,Tr,WS-I,WS-11,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 outfall: 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? ❑ Yes ❑ 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 outfalis may be added in the section
"Additional Outfalls"found on the last page of this NOI.
S. Wastewater
Types of Wastewater facility will generate or discharge
Vehicle&equipment cleaning(VE) 2 Generate 2 Discharge ❑Sent to WW Treatment System
Wetting of raw material stockpiles(RM) 0 Generate ❑ Discharge ❑Sent to WW Treatment System
Mixing drum cleaning(MD) 2 Generate 2 Discharge ❑ Sent to WW Treatment System
Facility will spray-down or actively wet aggregate piles
2 Yes Gravel pile(s) during summer months
❑ No
Page 3 of 7

6. Wastewater treatment alternatives
What wastewaters were considered for this alternatives review: 2 VE ❑ RM (a MD
Are there existing sewer lines with a one mile radius:412 Yes ❑ No
If Yes:
❑The wastewater treatment plant will accept the wastewater. It is feasible to connect. Explain:
0 The wastewater treatment plant will accept the wastewater. It is not feasible to connect. Explain:
VE& MD waters drains to an unlined detention basin for infiltration&reuse. Water will be retained for further use.
❑The wastewater treatment plant will not accept the wastewater(attach a letter documenting)
2 Surface or subsurface disposal is technologically feasible
❑ Surface or subsurface disposal is not technologically feasible
Explain:
VE&MD waters drains to an unlined detention basin for infiftration&reuse.Offsite discharge would only result due to extreme rain events
L- Surface or subsurface disposal system is feasible to implement
❑ Surface or subsurface disposal system is not feasible to implement
Explain:
VE&MD waters drains to an unlined detention basin for infiltration&reuse.Oflsfie discharge would only result due to extreme rain events
What is the feasibility of employing a subsurface or surface discharge as compared to a direct discharge to
surface waters?Explain:
VE&MD waters drains to an unlined detention basin for infiltration&reuse.Offsite discharge would only result due to extreme rain events
Discharge to surface waters is the most environmentally sound alternative of all reasonably cost-effective
options of the wastewaters being considered:
2 Yes
❑ 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
2 No
7. Other facility Conditions (check all that apply and explain accordingly):
2 This facility has a DMLR Erosion&Sedimentation Control Permit.
If checked,list the permit numbers for all current E&SC permits for this facility:
NCG01-2023-0035, affiliated with E&SC Plan Project No.: DAVIE-2023-013
❑This facility has a Division of Waste Management permit.
If checked,list the permit numbers for all current DWM permits for this facility:
NIA
❑This facility has other NPDES permits.
If checked,list the permit numbers for all current NPDES permits:
N/A
❑This facility has Non-Discharge permits(e.g.recycle permit).
If checked,list the permit numbers for all current Non-Discharge permits:
N/A
Cd This facility uses best management practices or structural stormwater control measures.
If checked,briefly describe the practices/measures and show on site diagram:
All BMPs and structural stormwater controls are shown on the site map contained herein.
2 This facility has a Stormwater Pollution Prevention Plan(SWPPP).
If checked, please list the date the SWPPP was implemented:
Prepared 3/7/2024. To be fully implemented upon issuance of permit.
Page 4 of 7

2 This facility is subject to Phase II Post-Construction Area
If checked,please list the permitting authority:
Mocksville, Davie County
❑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
❑ Will add more than 10,0000 ft of built-upon area
❑ Is a CMA Major Permit
❑yes to both N/A
❑ No to both
❑This facility is discharging wastewater to a stormwater BMP
If checked, please indicate the permitting authority,and attach letter approval to do so: N/A
❑This facility has wastewater treatment facilities in the 100-year floodplain N/A
❑This facility stores hazardous waste in the 100-year floodplain. N/A
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 N/A
If checked,briefly describe the site conditions
8. Required Items(Application will be returned unless all of the following items have been included):
2 Check for$120 made payable to NCDEQ
2 Copy of most recent Annual Report to the NC Secretary of State
2 This completed application and any supporting documentation
a A line drawing of the water flow through the facility.
2 Copy of county map or USGS quad sheet with the location of the facility clearly marked
❑ Letter documenting that W WiP will not accept wastewater(if applicable)
❑Approval from permitting authority to discharge wastewater to a stormwater BMP(if applicable)
Page 5 of 7

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-year floodplain line
k) Acreage of each Stormwater and wastewater topographical area
I) Each of the facilities'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)
9. Applicant Certification:
North Carolina General Statute 143-215.613(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:
Xam 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.
)(The information submitted in this NOI 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
nformation.
V will abide by all conditions of the NCG140000 permit. I understand that coverage under this permit will constitute the
/ V�ermit requirements for the discharge(s)and is enforceable in the same manner as an individual permit.
`? 16'ereby request coverage underthe NCG140000II General Permit.
Printed Name of Applicant: Sri S t�ttl�e
Title: bw uA-
(Signature of Applicant) (Date Signed)
Mail the entire package to: DEMUR—Stormwater Program
Department of Environmental quality
1612 Mail Service Center
Raleigh, NC 27699-1612
Page 6 of 7

3 b 8
Drainage Area #1 Drainage Area #2
Stormwater lands on
A Stormwater lands on the property in A
the property in Drainage Area#2
Drainage Area 41
Stormwater flows down-gradient
following natural and man-made
Stormwater flows down-gradient topography at the site
following natural and man-made
topography at the site
a g
Stormwater drains through a"French drain" Stormwater drains to the east
style entrapment system at the base of a and to the south through astone-
Stormwater drains to the west large stone lined slope to the water lined swale with stone check dams
and to the south through a stone- management detention basin for reuse to the truck washout/process
lined swale with stone check dams water settling basin system
Process water generated from
"Load-n-Go"or similar truck
washing equipment,which drains to
C plant loading area drainage system c
Process water generated from hatching
procedures.Plant loading area drainage
system drains to the water
management detention basin for reuse
Process water generated from truck washing
into concrete truck washout/process water
settling basin system where trucks washout
mixer barrels(etc.).Water drains from basin
o to basin,ultimately draining to the water
management detention basin for reuse
Stormwater flows down-gradient
following natural and man-made
topography at the site to the
water management detention
basin for reuse
Stormwater and Process Water drain to and commingle
in an unlined water management detention basin.
Stormwater drains to and collects in an Water from this basin is reused for truck washing in a
unlined settling basin(trap)prior to closed-loop system and wetting aggregate in a closed-
E discharging off-site through Outfall SDO-r1 Stormwater flows down-gradient loop system.Water is added to this basin/system as E
following natural and man-made needed during dryer months.This basin has the
topography at the site to the potential to overflow and discharge off site through
Outfall PDO-2 during extreme weather events
water management detention
basin for reuse
e-Se
'Ui
SWPPP-Water Usage/Flow Line Drawing
a1y
Ee I Mocksville Concrete Company,LLC
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F 252 Eaton Road,Mocksville,Davie County,NC 27028 r
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USGS Quadrangle Map - Mocksville Concrete Company, LLC
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Notes:
1.Not to scale.No representation of an accurate site survey,boundary conditions,or accurate location of site features is intended.
2.Source:USGS Mocksville NC Quadrangle Map,7.5"Series
3.Copyright 2024 by Resource Management Associates.All rights reserved.
/� Resource 88&RMA-0230
// A/`\� Management [e-mail]
Associates www.rmagreen.com

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!\ /� Management [e-mail]
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5ENT VIA FEDEX DEUI/ERYON TH/5 DATE
March 22, 2024
DEMLR—Stormwater Program
NC Department of Environmental Quality
1612 Mail Service Center 17,07, Z 2 VW
Raleigh, NC 27699-1612
a3nr333a
Re: NPDES NCG140000 NOI Application Submittal
for Mocksville Concrete Company, LLC
252 Eaton Road, Mocksville, Davie County, NC 27028
Dear Sir/Madam:
On behalf of the facility identified herein and as agent for same,enclosed please find the following
information and attachments regarding the application for NCG140000 permit coverage:
• An application check for$120.00 made payable to NCDEQ
• A copy of the facility's most recent annual report submitted to the NCSOS
• A completed NCG140000 NOI application with any/all supporting documentation
• A line drawing of the water flow through the facility
• A portion of a USGS quad map with the facility location clearly marked
• Two(2) 24"x36"site diagram/map sets showing the required items identified on the NOI
The included material identified above is being submitted to seek permit coverage for the facility
identified herein and as indicated on the submittal forms.
The facility location identified herein is a proposed ready mixed concrete manufacturing facility.
Ready mixed concrete is produced on-site, which is then shipped off-site via concrete mixer trucks
for use by customers elsewhere.The concrete manufactured on-site is produced by combining a
mixture of sand and stone(aggregate), cementitious material(s)including Portland cement and/or
fly ash and/or slag cement and/or other cementitious materials (as may be required for a specific
project), water, and various liquid chemicals used to impart specific properties to the concrete
(known as admixtures). Of this industrial operation,the main material stored outdoors exposed to
• stormwater are the aggregate materials. All other materials capable of being stored indoors or
under storm resistant protective covers or within storm resistant containers / tanks have been
done so to the highest degree possible and is an ongoing practice at this facility location.
The facility is partially paved with concrete, while the remaining portions are covered with gravel
surfaces or vegetated surfaces to reduce and/or eliminate the potential for erosion. All drainage
from this facility drains ultimately to the south from two (2) identified drainage areas, as follows:
Environmental Compliance & Due Diligence Services

• Drainage area #1 is approximately 0.85 acres and contains approximately 0.1 acres of
impervious surfaces. Stormwater in this drainage area flows downgradient following the
natural and manmade topography of the site,draining primarily to the west and south over
paved and unpaved areas. Stormwater then drains through a stone lined swale with ---
various check dams before draining into a small unlined settling basin (trap) prior to
discharging offsite through the only designated stormwater outfall onsite. This discharge
would be considered a stormwater discharge to surface waters offsite, specifically to an
unnamed tributary associated with Leonard Creek, a class C designated waterbody.
• Drainage area #2 is approximately 3.75 acres and contains approximately 0.75 acres of
impervious surfaces. Stormwater in this drainage area flows downgradient following the
natural and manmade topography of the site,draining primarily to the east and south over
paved and unpaved areas.Stormwater ultimately drains to a water management detention
basin,where it is reused for concrete truck wash-out procedures, as well as wetting of raw
material (aggregate) stockpiles / bin enclosures. Process water in this drainage area is
generated from the concrete mixer truck wash-off area,the concrete production area, and
the concrete mixer truck wash-out area. All process water ultimately drains to a water
management detention basin, where it is reused for concrete truck wash-out procedures,
as well as wetting of raw material (aggregate) stockpiles / bin enclosures. The concrete
mixer truck wash-out area utilizes an array of concrete lined settling basins to allow the
waterto settle and neutralize before draining into the water management detention basin,
where it is reused for further activities, as described herein. Due to the water within the
water management detention basin being in a constant state of being reused for the
various reasons described herein (essentially creating a closed loop system), this water
rarely discharges during normal routine "wet weather' events. Only during extreme "wet
weather" events would this basin potentially result in a discharge through the only
designated process water outfall onsite. This discharge would be considered a process
water (or wastewater) discharge to surface waters offsite, specifically to an unnamed
tributary associated with Leonard Creek,a class C designated waterbody.
I trust that the enclosed information is sufficient for the application review to begin. Please let me
know if you have any questions,or if any other information is required at this time.
Sincerely,
Chris Ruhlin
-- Environmental Consultant —
CWR/cr
Encls.
PC: Amanda Lagle, Mocksville Concrete Company, LLC(w/encls via email)
Brad Lagle, Mocksville Concrete Company, LLC(w/encls via email)
Re:NCGI40000 N01 Submittal for
Mocksville Concrete Company,LLC
Page 2 of 2

=r' LIMITED LIABILITY COMPANY ANNUAL REPORT
1161=2
NAME OF LIMITED LIABILITY COMPANY: Mocksville Concrete Company, LLC
Fling Office Use Only
SECRETARY OF STATE ID NUMBER: 2590970 STATE OF FORMATION: NC E-Filed Annual Report
2590970
36
REPORT FOR THE CALENDAR YEAR: 2024 2/2212 24 11: 3
2/22l2024 17:03
SECTION A:REGISTERED AGENT'S INFORMATION []Changes
1.NAME OF REGISTERED AGENT: Lagle, Bradley Scott
2.SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS&COUNTY 4.REGISTERED AGENT OFFICE MAILING ADDRESS
252 Eaton Road 252 Eaton Road
Mocksville,NC 27028 Davie County Mocksville,NC 27028
SECTION B:PRINCIPAL OFFICE INFORMATION
1.DESCRIPTION OF NATURE OF BUSINESS: Ready-mix Concrete Supplier
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3.PRINCIPAL OFFICE EMAIL: Privacy Redaction
4.PRINCIPAL OFFICE STREET ADDRESS 5.PRINCIPAL OFFICE MAILING ADDRESS
252 Eaton Road 252 Eaton Road
Mocksville,NC 27028 Mocksville, NC 27028
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:COMPANY OFFICIALS(Enter additional company officials in Section E.)
NAME: Bradley S Lagle NAME: Amanda S Lagle NAME:
TITLE: Founder TITLE: Founder TITLE:
ADDRESS: ADDRESS: ADDRESS:
207 Dulin Road 207 Dulin Road
Mocksville,NC 27028 Mocksville,NC 27028
SECTION D:CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a personibusiness entity.
Amanda 5 Lagle,by Amanda Lagle Founder 2/22/2024
SIGNATURE DATE
Farm must be signed by a Company Official listed under Section C of This forth.
Amanda 5 Lagle,by Amanda Lagle Founder Founder
Print or Type Name of Company Official Print or Type Till.of Company Official
This Annual Report has been filed electronically.
MAIL TO:Secretary of State, Business Registration Division,Past Office Box 29525,Raleigh,NC 27626-0525