NCG140498_Application_20210806

Division of Energy, Mineral and Land Resources
Stormwater Program
National Pollutant Discharge Elimination System
Environmental NCG 140000
Quality
FOR AGENCY USE ONLY
Date Received
Year
I Month
I Da
o
Certificate of Covera e
O
Check # Amount
Z. *I OD
Permit Assigned to
At.-. CIL,
NOTICE OF INTENT
National Pollutant Discharge Elimination System application for coverage under General Permit NCR oF-- IVF-D
STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified NO Q 1 2021
SIC (Standard Industrial Classification) Code: 3273 and like activities
�E ALITY
'
Ready 114i� . , WITTING
This NOI may be an application to discharge process wastewater. NCG140000 contains effluent limitations
for process wastewater discharges. Wastewater discharges must meet the requirements of these effluent
limitations. An exceedance of any of these limitations will result in a violation of the permit conditions.
For questions, contact the DEMLR Central Office or Regional Office in your area. (See page 8)
1)
2)
(Please print or type)
Mailing address of owner/operator (official address to which all permit correspondence will be
mailed):
Legal Company Name Summers Concrete Contracting, Inc.
(Please attach the most recent Annual Report to the NC Secretary of State showing the current legal name. Alternatively
this permit can be given to an individual.)
Signee's Name (as signed for in question 28 below) Warren F. Baker
Street Address 901 Meridian Drive
City Morrisville
Telephone No. 864-630-3631
Alternate ContactName Wayne Moore
Alternate Contact Telephone (if different)
Location of facility producing discharge:
229-740-1417
State NC ZIP Code 27560
Email [e-mail]
Email (if different) [e-mail]
Facility Name
Summers RDU Concrete Batch Plant
Street Address
975 Corporate Street
City
Morrisville State NC ZIP Code 27560
County Facility
Wake County
Contact
Warren F. Baker
Telephone No.
864-630-3631 Email warren(a�summersconcrete.com
3) Physical location information:
Please provide narrative directions to the facility (use street names, state road numbers, and distance and
direction from a roadway intersection). see Attachment A
(A copy of a county map or USGS quad sheet with facility clearly located on the map is a required part of this application.)
4) Latitude 35 53' 10.86" Longitude -78 47' 01.82" (deg., min, sec or decimal)
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NCG140000 N.O.I.
5) This NPDES Permit Application applies to the following (check all that apply):
L-%
e New or Proposed Facility Date operation is to begin September 1, 2021
❑ Existing Facility Date operation began
Consultant's application information:
Consultant: Jacki Congleton
Consulting Firm: Terra Consulting, LLC
Mailing Address: P.O. Box 1738
CitV: Carrollton
State: GA
Phone: ( 770) 573-3055
Email: [e-mail]
Zip Code: 30112
(Optional)
Staple Business Card Here:
7) Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary
industrial activity at this facility:
SIC Code: 3 2 7 3
8) Provide a brief description of the types of industrial activities and products produced at this facility:
(Attach a site diagram showing the process areas present at this facility.)
See Attachment A and Site MaD.
Stormwater Discharge, Wastewater Treatment & Discharge and Permitting Information
9) Discharge points / Receiving waters:
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges will end up in? Little Brier Creek which flows into Bier Creek Reservior
To find the waterbody, please see the NC Surface Waterbody Classifications map at
https://deq.nc.gov/about/d ivisions/water-resources/water-resou rces-science-data
Receiving water classification(s) for the waters: C, NSW
If the site will discharge to a separate storm sewer system, name the operator of the separate storm sewer
system (e.g. City of Raleigh municipal storm sewer). NA
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List discharge points (outfalls) that convey discharge from the site (both on -site and off -site) and location
coordinates. Attach additional sheets if necessary, or note that this information is specified on the site plan.
Be sure to indicate a type for each outfall listed below as Stormwater only, Wastewater only or Wastewater
Commingled with Stormwater
Outfall No. 1 Stormwater only
Latitude (degrees/minutes/seconds):
Longitude (degrees/minutes/seconds):
Outfall No. 2 Stormwater only
Latitude (degrees/minutes/seconds):
Longitude (degrees/minutes/seconds)
Outfall No. Stormwater only
Latitude (degrees/minutes/seconds):
Longitude (degrees/minutes/seconds):
Wastewater only w
35 53' 10.53" N
-78 46' 59.48" W
❑ Wastewater only
35 53' 26.93" N
-78 47' 5.68• W
Wastewater only
N
W
Wastewater Commingled with Stormwater
Wastewater Commingled with Stormwater
Wastewater Commingled with Stormwater
Outfall No. Stormwater only ❑ Wastewater only Wastewater Commingled with Stormwater
Latitude (degrees/minutes/seconds): N
Longitude (degrees/minutes/seconds): W
Outfall No. Stormwater only
Latitude (degrees/minutes/seconds):
Longitude (degrees/minutes/seconds):
Outfall No. Stormwater only
Latitude (degrees/minutes/seconds):
Longitude (degrees/minutes/seconds):
Outfall No. Stormwater only
Latitude (degrees/minutes/seconds):
Longitude (degrees/minutes/seconds):
❑ Wastewater only
❑ Wastewater only
❑ Wastewater only
_ N
W
_ N
W
Wastewater Commingled with Stormwater
Wastewater Commingled with Stormwater
Wastewater Commingled with Stormwater
Will this facility discharge wastewater to SA (Shellfish) waters? 0 Yes LFNo
Note: Discharge of process wastewater to receiving waters classified as Critical Area (CA) must be
reviewed by the N.C. Division of Water Resources, Public Water Supply Section ahead of
approval. No new discharges of process wastewater are permitted in receiving waters
classified as WS-1 or freshwater ORW.
You must show all discharge points clearly on the submitted site plan. Be advised that
NCDEQ may require you to apply for an individual permit, based on proposed discharge rates
and receiving stream conditions (low flows, impairments, etc.)
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10) Each applicant shall provide the following information (attach additional sheets as necessary):
• Two (2) site plans depicting the facility or site with numbered outfalls which indicate stormwater and
wastewater outfalls. The plans shall legibly show. at a minimum, (existing or proposed):
o Outline of drainage areas with topographical lines and features
o Stormwater/wastewater treatment structures
o Location of numbered stormwater/wastewater outfalls (corresponding to which drainage areas)
o Runoff conveyance structures
o Areas and acreage where materials are stored
o Impervious area acreages
o Location(s) of streams and/or wetlands the site is draining to, and any applicable buffers
o Site property lines, North Arrow, and bar scale
o If applicable, the 100-year floodplain line
o Acreage of each stormwater and wastewater topographical area
o Each of the facilities' wastewater or stormwater source and discharge structures and each of its
hazardous waste treatment, storage, or disposal facilities
o Site location (insert)
Site plans shall be 24" x 36" in size.
• Line drawing and description: A line drawing of the water flow through the facility. A pictorial description
of the nature and amount of any sources of water and any collection and treatment measures.
• A narrative description and identification of each type of process, operation, or production area which
contributes wastewater to the effluent for each outfall, and a description of the treatment the wastewater
receives (or will receive), including the ultimate disposal of any solid or fluid wastes other than by
discharge. Processes, operations, or production areas may be described in general terms (e.g. "ash
silo").
11) Does the applicant have any unresolved Notice of Violations (NOVs)?
M No ❑ Yes
Wastewater:
12) What types of wastewater does your facility generate or discharge?
Type of Authorized Wastewater
Generate
Discharge
Sent to WW
Treatment
System
Vehicle and equipment cleaning VE
❑
Wetting of raw material stockpiles (RM)O
❑
Mixing drum cleaning MD
O
❑✓
❑
Further explanation, if necessary: See Attachment A
13) Will your facility spray -down or actively wet aggregate piles?
❑ No Q Yes
14) Does the facility use any of the following on site?
❑ Phosphorus -containing Detergents
❑ Brighteners ❑ Other Cleaning Agents
❑ Non -Phosphorus -containing Detergents
❑ Other:
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15) Are wastewater treatment facilities planned in the 100-year flood plain?
ED No ❑ Yes
( 16) Will your facility build a closed -loop recycle system (CLRSs) that meets design requirements in 15A
NCAC 02T .1000 and hold your facilities' working volume'?
❑ Yes ❑v No
If Yes, STOP COMPLETION of this permit. Contact DWR Non -Discharge Permitting Program for permitting
requirements.
17) A wastewater treatment alternatives review is required by 15A NCAC 2H.0105 (c)(2) for any new or
expanding water pollution control facility's discharge in North Carolina. You may attach additional sheets.
a) What wastewaters were considered for this alternatives review? N VE N RM El MD
b) Connection to a Municipal or Regional Sewer Collection System:
i) Are there existing sewer lines within a one -mile radius? ..................................... ❑✓ Yes ❑ No
(1) If Yes, will the wastewater treatment plant (WWTP) accept the wastewater? .... ❑✓ Yes ❑ No
(a) If No.. please attach a letter documenting that the WWTP will not accept the wastewater.
(b) If Yes, is it feasible to connect to the WWTP? Why or why not?`
See Attachment A (I Tb)
c) Surface or Subsurface Disposal System (e.g., spray irrigation):
i) Is a surface or subsurface disposal technologically feasible (possible)? ....................❑ Yes S No
Why or Why not? See Attachment A
ii) Is a surface or subsurface disposal system feasible to implement?* ...........................❑ Yes IN No
Why or Why not? See Attachment A
iii) What is the feasibility of employing a subsurface or surface discharge as compared to a direct
discharge to surface waters?* See Attachment A.
d) Direct Discharge to Surface Waters: Is discharge to surface waters the most environmentally sound
alternative of all reasonably cost-effective options of the wastewaters being considered?*... N Yes ❑ No
i) If No, contact DEMLR's Land Application Unit to determine permitting requirements.
e) If this review included all wastewater discharge types, would excluding some types (e.g. raw
stockpile wetting) make any of the above non -discharge options feasible? .............. ❑ Yes N No
" You may be asked to provide further information to support your answers to these questions after the initial review.
Feasibility should take into account initial and recurring costs.
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Stormwater:
18) Does this facility employ any best management practices for Stormwater control? ❑ No p Yes
If yes, please briefly describe: see Attachment A
19) Does this facility have a Stormwater Pollution Prevention Plan? ❑ No 111 Yes
If yes, when was it implemented? The SPPP will be completely implemented before the commencement of operations.
20) Are vehicle maintenance activities (VMA) occurring or planned at this facility? p No ❑Yes
If yes, does your VMA area discharge into your wastewater treatment device? ❑ No ❑ Yes
Other/Permitting:
21) Does this facility have a Division of Land Resources Erosion & Sedimentation Control (E&SC) Permit?
❑✓ No ❑ Yes
If yes, list the permit numbers for all current E&SC permits for this facility:
22) Is your facility subject to Phase II Post -Construction Area? p No ❑ Yes
If yes, who is the permitting authority?
23) Is your facility located in one of the 20 Coastal Counties? ❑ Yes ❑� No
Is your facility adding more than 10,000 ft2 of built -upon area or CAMA Major Permit? ❑ Yes ❑ No
24) Is your facility discharging wastewater (treated or untreated) such as water from wetting of aggregate piles, drum
rinse -out, or vehicle and equipment cleaning to a stormwater BMP? ❑ No El Yes
If yes, please attach your approval from the permitting authority to do so. See Attachment A
25) Does this facility have any other NPDES permits? 0 No ❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
26) Does this facility have any Non -Discharge permits (ex: recycle permits)? ❑� No ❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
27) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
❑✓ No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
21 No ❑Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
✓❑ No ❑ Yes
d) Type(s) of waste:
How Is material stored: Used maintenance oils and fluids are removed from the site at the time of the maintenance.
Where is material stored:
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How many disposal shipments per year:
Name of transport / disposal vendor: _
Vendor address:
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
Check for $100 made payable to NCDEQ.
This completed application and all supporting documentation. See Question 10.
tf �' ❑ If an Erosion & Sedimentation Control (E&SC) Plan is required from Division of Land Resources (DLR) or
local designee: documentation verifying applicant has developed and submitted that Plan to the governing
agency (required per 15A NCAC 02H .0138).
E�' Two (2) site plans depicting the site plan with numbered outfalls which indicate stormwater and wastewater
►� �. outfalls. See Question 10.
A county map or USGS quad sheet with location of facility clearly marked.
28) Signatory Requirements (per 40 CFR 122.22)
All applications, reports, or information submitted to the Director shall be signed and certified.
a. All notices of intent to be covered under this General Permit shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this permit, a responsible corporate officer means: (a) a
president, secretary, treasurer or vice president of the corporation in charge of a principal business function, or any other person who
performs similar policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing production or
operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding 25 million (in second quarter
1980 dollars), if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected
official.
Certification: North Carolina General Statute 143-215.6 B(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; 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 [Environmental
Management] 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).
I hereby request coverage under the referenced General 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.
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 Namepf Person Signing: Warren F. Baker
(Signaturera,F AppFicant)
424t. 2j 2G'2 t
(Date Signed)
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NCG140000 N.O.I.
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to: NCDEQ
Mail the entire package to:
DEMLR - Stormwater Program
Dept. of Environmental Quality
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DEMLR Regional Office for your area.
DEMLR Regional Office Contact Information:
Asheville Office .....
Fayetteville Office ..
Mooresville Office ..
Raleigh Office .......
Washington Office .
Wilmington Office..
Winston-Salem .....
Central Office .......
[phone]
[phone]
[phone]
[phone]
[phone]
[phone]
[phone]
[phone]
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Attachment A
NCG140000 N.O.I. Additional Information for Questions
Summers Concrete Contracting, Inc.
Summers RDU Airport Concrete Batch Plant
3. Physical location information:
The facility is located at Raleigh -Durham International Airport (RDU), north of Raleigh on I-40. Driving
directions to the site: exit I-40 at Airport Blvd. and travel approximately 2 miles to W. International Drive and
turn right. Travel approximately 0.6 mile to the site, approximately 200 feet to the left.
8. Description of Industrial Activities
This batch plant will provide the concrete for taxiway rehabilitation projects.
This facility will manufacture concrete, which is transported by dump truck to the taxiway being paved. The
primary components of the facility include the production plant, 2 small aboveground storage tanks that contain
diesel fuel and concrete admixtures, a storage trailer and a silo that contain cement, as well as sand, aggregate, and
crushed concrete 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 is pneumatically added to the
sand and aggregate and processed in the mixing drum. The concrete is then loaded into dump trucks for delivery
to the paving project.
A concrete crusher will also be operated as a part of this project. The crusher and stockpiles of uncrushed concrete
slabs and crushed concrete will be located in the area of the crusher. A track hoe and front end loader will also be
located in this area. The crusher will be powered by a diesel engine and will have a small on board diesel tank.
12. Type of Wastewater
A combination of wastewater and stormwater will be discharged from this facility's outfall No. 1 intermittently
during the approximately 12 to 18 months the plant is expected to be located at this site. Wastewater from the
truck bed and drum washout 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.
17. Wastewater Treatment Alternatives Review
(b) This facility will be located at this site for less than 18 months. Because of the cost involved and
potential disruption to airport activities by the construction required to temporarily direct the wastewater from the
identified sources to the sewer system, this option is not considered feasible.
(c) Surface or Subsurface Disposal Systems
(i) It is technically possible to use the recycled water from the truck bed washout recycling system for
dust suppression. It is also possible to treat and dispose of wastewater from the site through the existing
airport stormwater detention pond, which will reduce solids in the water discharged.
(ii) 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. It is also possible to implement the treatment and
disposal of the wastewater from the site through the existing airport stormwater detention pond.
(iii) These methods of surface disposal and re -use are feasible and will be implemented.

18. Best Management Practices (BMP)
(1) Compost socks will be placed at the downslope perimeter of the site where the surface is paved. In unpaved
areas silt fencing will be used.
(2) Inlet protection at the drop inlets to the airport underground storm drain system will be provided with
compost socks and sediment fencing.
(3) An existing airport stormwater detention pond will contain the combined stormwater and wastewater to allow
a significant portion of the suspended solids to settle out of the water before being discharged.
(4) All stormwater discharges from the concrete crushing area will discharge to an existing skimmer basin.
(5) Currently, grass -covered surfaces disturbed during the installation of the truck washout settling basins will be
stabilized with 4 to 6 inches of graded aggregate base (GAB) or vegetated with permanent vegetation.
(6) All parts and maintenance oil, grease, and fluids will be stored in closed containers inside the parts trailer
until properly recycled or disposed of.
(7) Diesel fuel kept on site to fuel material handling equipment will be stored in a trailer -mounted 500-gallon
double -wall self-contained tank.
(8) The double -wall self-contained 150-gallon steel diesel storage tank used to power the engine used to erect the
plant.
(9) Regular inspections of potential sources of pollution are conducted.
24. Discharging Wastewater to a BMP
The operation of this facility is an airport -contracted project and will be discharging to existing airport detention
ponds through the airport's existing infrastructure.

Attachment B
NCG140000 N.O.I. Additional Information for Questions
Summers Concrete Contracting, Inc.
Summers RDU Concrete Batch Plant
Description of Processes Producing Wastewater
Three processes at this facility will potentially contribute wastewater to the effluent from the outfall.
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 transferred to the truck bed washout
recycling basin located on the site and used for dust suppression.
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 taxiway or runway being paved. The plant anticipates producing a
maximum of 200 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 10,000 gallons per day. The wash water will be contained and recycled through a series of
two (2) settling basins designed to allow suspended particles to settle out of the wash water. The
dimensions of each basin will be 25 feet by 25 feet by 4 feet deep. The combined holding capacity of the
basins is approximately 24,000 gallons. The water in the second basin will be recycled as wash water or
used for dust suppression on the site. Solids will be removed from each basin when the volume occupied
by the solids equals one half of the designed holding capacity of the basin. The solids are allowed to dry
and are properly disposed of. If wash water is spilled or leaks from the recycling system or the washout
area, it would flow to one of the airport stormwater detention ponds where it would ultimately be
discharged to Little Brier Creek. Ten (10) inches of freeboard will be maintained in the second washout
basin at all times to accommodate a 10 year rain event (4.9 inches) over the two (2) basins.
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 or crushed concrete stockpiles. Per
DOT specifications, both the aggregate and sand are washed prior to being delivered to the site, reducing
the potential fines in stormwater runoff from the area covered by the stockpiles. Wetting of the aggregate
stockpile will be conducted for approximately 8 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 and crushed concrete stockpiles will
consist of only stormwater that falls on the pile. Stormwater and wastewater from both stockpiles will
flow to the airport detention ponds and ultimately be discharged to the surface.

BUSINESS CORPORATION ANNUAL REPORT
10-2017
NAME OF BUSINESS CORPORATION:
SECRETARY OF STATE ID NUMBER: 083885
Summers Concrete Contracting, Inc.
Filing Office Use Only
4 STATE OF FORMATION: GA
E - Filed Annual Report
0838854
REPORT FOR THE FISCAL YEAR END: 1 2/31 /2020 CA202106002868
3/1 /2021 04:00
SECTION A: REGISTERED AGENT'S INFORMATION F Changes
1. NAME OF REGISTERED AGENT: Incorp Services, Inc.
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
176 Mine Lake Court, Ste 100 176 Mine Lake Court, Ste 100
Raleigh, NC 27615-6417 Wake County Raleigh, NC 27615-6417
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Airfield concrete paving
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS 5. PRINCIPAL OFFICE MAILING ADDRESS
5538 Coppage Road 5538 Coppage Road
Hahira, GA 31632-3446 Hahira, GA 31632-3446
6. Select one of the following if applicable. (Optional see instructions)
ElThe 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: Brian F Summers NAME:
TITLE: President
ADDRESS:
5506 Coppage Road
Hahira, GA 31632
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business
entBllian F Summers 3/1/2021
SIGNATURE
Form must be signed by an officer listed under Section C of this form.
Brian F Summers
President
DATE
Print or Type Name of Officer Print or Type Title of Officer
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

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Business Corporation
Legal Name
Summers Concrete Contracting, Inc.
Information
Sosld: 0838854
Status: Current -Active O
Date Formed: 4/5/2006
Citizenship: Foreign
State of Incorporation: GA
Fiscal Month: December
Annual Report Due Date: April 15th
Currentgnnual Report Status:
Registered Agent: Incorp Services, Inc.
Addresses
Reg Office
176 Mine Lake Court, Ste 100
Raleigh, NC 27615-6417
Officers
President
Brian F Summers
5506 Coppage Road
Hahira GA 31632
Stock
Reg Mailing Mailing Principal Office
176 Mine Lake Court, Ste 100 5538 Coppage Road 5538 Coppage Road
Raleigh, NC 27615-6417 Hahira, GA 31632-3446 Hahira, GA 31632-3446