NCG140386_COMPLETE FILE - HISTORICAL_20190314

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT N0.
Iv q U 3
DOC TYPE
[9 HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ G� o i � 0 -2' �
YYYYMMDD

STQRMWATER
March 14, 2019
Mrs. Winnie Jenkins
Fay Block Inc.
130 Builders Blvd
Fayetteville, NC 28314
Dear Mrs. Jenkins:
On March 7, 2019, a site inspection was conducted for compliance with your facility for NPDES
Stormwater Discharge Permit, NCG140000. This facility located at 1081 S. Reilly Rd. in
Fayetteville NC and drains into an unknown tributary of Bones Creek. A copy of the Compliance
Inspection Report is attached for your review and records.
At the time of inspection, no discrepancies were found with your permitted Certificate of
Coverage. I would like to thank you and your staff for the time and assistance in conducting this
inspection. if there are any questions regarding'this report, please contact me directly at (910)
433-1773.
Thank yo ,
esse Oxendine
Stormwater Inspector
City of Fayetteville
Attachment: Copy of Compliance Inspection Report
cc: Mike Lawyer, NC Division of Energy, Mineral and Land Resources (e-mail)
HIRE it
FIRST
433 Hay Street Fayetteville, NC 28301-5537
[phone] 1 www.fayettevilleiie.gov I www.faytv7.com
The City of Fayetteville, North Carolina does not discriminate on the basis of race, sex, sexrial orientation, color, age, national origin,
religion, or disability in its ernplayment opportunities, programs, services, or activities.

Stormwater Facility Inspection Report/Checklist
Facility Name:
Concrete Services 2
Inspection Type:
Compliance
NCG140000
Permit No.:
NCSO
Permit Effective
8-1-17
Date (if applicable}:
Not Applicable ❑
Permit Status
Active
(!t not currently permitted):
Inspection
3-7-19
Discharges to:
UT to Bones Creek
Date:
Facility Personnel
Inspector(s):
Jesse Oxendine
Assisting with
Winnie Jenkins
Inspection
910-323-9198
(Name/Phone Number):
Entry Time:
8:30 arr
Exit Time:
10:00 am
SIC Code:
3273
Facility Hours of
8:00am to 5:00pm
Operation:
Facility Description:
Ready Mix Concrete — Stormwater Discharge
File Review/History:
Inspection Summary: During my inspection
I made observations of the facility and the outfalls. The facility was
neat and clean in appearance.
This form is a procedural guide for Inspectors to follow when conducting facility stormwater compliance inspections.
Page 1 of 5 Rev. 0

Stormwater Facility Inspection Repo rtlChecklist
!. Site Inspection
Were deficiencies observed with the following items?
(Inspector should comment on violations/deficiencies observed)
yes
No
NA
Repeat
Finding
1. Stormwater System. catch basins, open ditches, channels, pipes, outfalls, etc.
❑
®
❑
❑
Comments:
2. Erosion Issues
❑ ®
❑
❑
Comments:
3. Structural Stormwater BMPs ❑
®
❑
❑
Comments:
4. Illicit Discharges I Connections
❑ 1 ®
❑ 1
❑
Comments:
5. Aboveground Storage Tanks (ASTs): List size, material type, and if secondary
containment is provided
❑
®
❑
❑
Comments:
6. Underground Storage Tank (UST) Fill Port Area
❑
❑
®
❑
Comments:
7. Outdoor Material Storage Area(s)
❑
®
❑
❑
Comments:
8. Outdoor Processing Area(s)
❑
®
❑ ❑
Comments:
9. Loading/Unloading Area(s) ❑
® ❑ ❑
Comments:
10. Vehicle/Equipment Area(s): fueling, washing, maintenance, storage ❑
®
❑
I ❑
Comments:
11. OilMater Separator I Pretreatment
❑
®
❑
❑
Comments:
12. Waste Storage 1 Disposal Area(s): scrap metal, dumpsters, grease bins, etc.
I ❑
I ®
❑
❑
Comments:
13. Food Service Area(s) 7-7
❑
®
1. ❑
❑
Comments:
14. Indoor Material Storage Area(s)
❑
®
I ❑
1 ❑
Comments:
15. Indoor Processing Area(:-,)
❑
®
❑
❑
Comments:
Page 2 of 5 Rev. 0

Stormwater Facility Inspection Report/Checklist
1. Site Inspection (continued)
Yes
No
NA
Repeat
Finding
16. Floor drains — illicit connections
❑
®
❑
❑
Comments:
17, Spill Response Equipment
❑
® ❑
❑
Comments:
IL Stormwater Pollution Prevention Plan
Does the site have a Stormwater Pollution Prevention Plan (SPPP)?
®
❑
❑
❑
if the site has a SPPP, then complete questions in Sections 11 and III.
1. Does the Plan include a General Location (USGS) map?
®
❑
❑
❑
Facility location in relation to roads and surface waters. Includes: name of receiving stream or name of municipal storm
sewer system, and accurate lat, and long. of point of discharge.
2. Does the Plan include a "Narrative Description of Practices"?
®
❑
❑ ❑
Should cover storage practices, loading and unloading areas, outdoor process areas, dust or particulate generating or
control processes, waste disposal practices, etc.
3. Does the Plan include a detailed site map including outfall locations and =Z
❑
❑
❑
drainage areas?
Should show
• Location of industrial activities (storage areas, disposal areas, process areas, unloading and loading areas)
• The drainage structures
• Drainage areas for each outfall and activities occurring in the drainage area
• Building locations
• Existing BMPs and impervious surfaces and the % of each drainage area that is impervious
For each outfall, a narrative description of the potential pollutants which could be expected to be present in the
stormwater discharge.
This forces permittee to analyze the site with relation to stormwater discharges. It is also a tool for the inspector to
understand if the site has changed over time, i.e. if site map does not match facility they must update their plan.
4. Does the Plan include a list of significant spills occurring during the past 3
®
❑
❑
❑
years?
Needs to include corrective actions that were taken. The permittee needs to know what the reportable quantities are for
wastewater, oil pollution, and SARA Title III.
5. Have stormwater outfalls been evaluated for the presence of non-stormwater
FIE
❑
El ❑
discharges?
Signature required:
• Corporation - signed by Responsible Corporate Officer or assigned manager
• Partnership or Sole Proprietorship — General Partner or the Proprietor
Municipality, State, Federal, or other public agency — either principal executive officer or ranking elected official
6. Has the facility evaluated feasible alternatives to current practices? ® ❑ ❑
❑
• Provide a review of the technical and economic feasibility of changing the methods of operations and/or storage
practices to eliminate or reduce exposure of materials and processes to stormwater.
• In areas where elimination of exposure is not practical, the stormwater management plan shall document the
feasibility of diverting the stormwater runoff away from areas of potential contamination.
7. Does the facility provide all necessary secondary containment? ® ❑ ❑
❑
• Applies to liquid raw materials, manufactured products, waste materials, or by-products
• Single AST capacity > 660 gallons
• Multiple AS containers in close proximity to each other with a total combined capacity of n 1,320
Page 3 of 5 Rev. 0

Stormwater Facility Inspection Report/Checklist
11. Stormwater Pollution Prevention Plan (continued)
Yes
No
NA
Repeat
Finding
• If connected to SW conveyance; controlled by manually activated valves or other similar devices? (Closed?)
• Collected water observed for color, foam, outfall staining, visible sheens, and dry weather flow prior to release
• Document individual making observation, description of water, date, and time of release
Retain record 5 years
8. Does the Plan include a BMP summary?
®
1 ❑
❑
❑
Narrative description of BMPs to be considered including oil and grease separation, debris control, vegetative filter strips,
infiltration and stormwater detention or retention, where necessary.
The need for structural 6MPs shall be based on the assessment of potential sources to contribute significant quantities of
pollutants to stormwater discharges and data collected through monitoring of stormwater discharges.
9 Does the Plan include a Spill Prevention and Response Plan (SPRP)? I
®
❑
I ❑ I ❑
• Assessment of potential pollutant sources based on materials inventory of the facility
• Facility personnel responsible for implementing the SPRP shall be identified
• Responsible person shall be on -site at all times during facility operations that have the potential to contaminate
stormwater runoff through spills or exposure of materials associated with the facility operations.
10. Does the Plan include a Preventative Maintenance and Good Housekeeping
®
❑
❑
❑
Plan?
• Document schedules of inspections and maintenance activities of stormwater control systems, plant equipment and
systems
• Inspect material handling areas
• Regular cleaning schedules of these areas
11. Does the facility provide and document Employee Training?
®
I ❑
❑
❑
• Provide at a minimum, annual training for all personnel including. proper spill response, cleanup procedures,
preventative maintenance activities for all personnel involved in any of the facility's operations that have the
potential to contaminate stormwater runoff
• Develop training schedule and identify facility personnel responsible for implementing the training
12. Does the Plan include a list of Responsible Parties? I ® j
❑ 1 ❑
I ❑
Identify position responsible for the overall coordination, development, implementation, and revision of the SPPP
13. Is the Plan reviewed and updated annually?
I ®
❑
1 ❑
❑
Have there been any changes to the design, construction, operation, or maintenance of the facility, which would have a
significant effect on the potential for the discharge of pollutants to surface waters? Does plan include changes?
14. Does the Plan include a Stormwater Facility Inspection Program?
®
❑
❑
❑
• Inspect semi-annually Eat a minimum - once in Fall and once in Spring
• Inspection and subsequent maintenance activities performed shall be documented
o Record date and time
o Individual performing inspection
o Narrative description of the stormwater outfall and plant equipment and systems
• Records should be incorporated into the SPPP
Stormwater Pollution Prevention Plan Comments:
Page 4 of 5 Rev. 0

Stormwater Facility Inspection Report/Checklist
/it. Qualitative and Analytical Monitoring
Yes
No
NA
Repeat
Finding
1. Has the facility conducted its Qualitative Monitoring semi-annually?
®
❑
❑
❑
Color Odor Clarity Floating Solids
Suspended solids Foam Oil Sheen Other indicators
2. Has the facility conducted its Analytical Monitoring?
®
❑
❑
❑
3. Has the facility conducted its Analytical Monitoring from Vehicle Maintenance
areas?
El
❑
®
❑
Qualitative and Analytical Monitoring Comments:
IV Permit and 0utfalls
1. Is a copy of the Permit and the Certificate of Coverage available at the site?
®
❑
❑
❑
2. Were all outfalls observed during the inspection?
®
❑
❑
❑
3. If the facility has representative outfall status, has it been documented by the NC
Division of Water Quality?
®
❑
❑
❑
4. If the facility has a No -Exposure Certificate, has the facility self -inspected and
documented this on an annual basis?
❑
❑
Z
El
Permit and Outfalts Comments:
Page 5 of 5 Rev. 0

STORMWATER
February 5, 2018
Mrs. Winnie Jenkins
Concrete Services Inc.
130 Builders Blvd,
Fayetteville, NC 28314
Dear Mrs. Jenkins:
On February 5, 2018, a site inspection was conducted for compliance with your facility for
NPDES Stormwater Discharge Permit, NCG140000. This facility located 1081 S. Reilly Road in
Fayetteville, NC. This facility drains into an unknown tributary of Bones Creek in the Cape Fear
River Basin. A copy of the Compliance Inspection Report is attached for your review and
records.
At the time of inspection, this facility was found to be in compliance with your permitted
Certificate of Coverage. I would like to thank you and your staff for the time and assistance in
conducting this inspection. If there are any questions regarding this report, please contact me
directly at [phone].
Thank you,
Samantha Taylor
Stormwater Inspector
City of Fayetteville
Attachment: Copy of Compliance Inspection Report
cc: Mike Lawyer, NC Division of Energy, Mineral and Land Resources (e-mail)
Twila Josey, Stormwater Administrative Assistant
ME -
433 Hay Street Fayetteville, NC 28301-5537
[phone] 1 www.fayette�dllenc.gov I www.faytvTcom
'lee City of Fayetteellle, Nortb Carolina does not discriminate on the basis of race, sex, sexual orientation, color, age, national o ftim
religion, or disability in its employment opportunities, programs, services, or activities.

Stormwater Facility Inspection Report/Checklist
Facility Name:
Concrete Services Company
Reilly Road
Inspection Type:
Compliance
P
NCG140386
Permit No.:
NCSO
Permit Effective7/1/2011
Date (if appiicanie):
Not Applicable ❑
Permit Status
Active
(If not currently permitted):
Inspection
2/5/2018
Discharges to:
UT to Bones Creek
Date:
Facility Personnel
Assisting with
Winnie Jenkins
Inspectors):
Samantha Taylor
Inspection
910-323-9198
(Name/Phone Number):
Entry Time:
8:30 AM
Exit Time:
10:00 AM
SIC Code:
3273
Facility Hours of
B:OD-5:00
Operation:
Facility Description:
Ready Mix Concrete SW Discharge
File Review/History:
Inspection Summary:
During my inspection I made observations of the facility and Stormwater outfalls. The facility was clean and neat in
appearance.
This form Is a procedural guide for Inspectors to follow when conducting facility storm water compliance Inspections.
Page 1 of 5 Rev. 0

Stormwater Facility Inspection Report/Checklist
I. Site Inspection
Were deficiencies observed with the following items?
(inspector should comment on violations/deficiencies observed)
Yes
No
NA
Repeat
Finding
1. Stormwater System: catch basins, open ditches, channels, pipes, outfalls, etc.
❑
®
❑
❑
Comments:
2. Erosion issues
❑
®
❑
❑
Comments:
3. Structural Stormwater BMPs
❑
®
❑
❑
Comments:
4. Illicit Discharges / Connections
❑
®
❑
❑
Comments:
5. Aboveground Storage Tanks (ASTs): List size, material type, and if secondary
containment is provided
❑
®
❑
❑
Comments:
6. Underground Storage Tank (UST) Fill Port Area
❑
❑
®
❑
Comments:
7. Outdoor Material Storage Area(s)
❑
®
❑
❑
Comments:
8. Outdoor Processing Area(s)
I ❑
®
L ❑
❑
Comments:
9. Loading/Unloading Area(s)
❑ .
®
❑
❑
Comments:
10. Vehicle/Equipment Area(s): fueling, washing, maintenance, storage
❑
®
❑
❑
Comments:
11. OillWater Separator 1 Pretreatment
❑
❑
®
❑
Comments:
12. Waste Storage / Disposal Area(s): scrap metal, dumpstem, grease bins, etc.
❑
®
❑
❑
Comments:
13. Food Service Area(s)
❑
❑
®
❑
Comments:
14. Indoor Material Storage Area(s)
❑
I ❑
I ®
I ❑
Comments:
15. Indoor Processing Area(s) ❑
❑
®
❑
Comments:
Page 2 of 5 Rev. 0

Stormwater Facility Inspection Report/Checklist
L Site Inspection (continued)'
Yes-
No
NA
Repeat•.
Finding
16. Floor drains — illicit connections
❑
®
❑
❑
Comments:
17. Spill Response Equipment
❑ I
® ❑
❑
Comments:
►►. Stormwater Pollution Prevention Plan
Does the site have a Stormwater Pollution Prevention Plan (SPPP)?
®
❑
❑ 1
❑
If the site has a SPPP then com lets questions in Sections D and rrl
1. Does the Plan include a General Location (USGS) map?
®
❑
❑
❑
Facility location in relation to roads and surface waters. Includes: name of receiving stream or name of municipal storm
sewer system, and accurate lat. and long. of point of discharge.
2. Does the Plan include a "Narrative Description of Practices"?
®
I ❑
❑ ❑
Should cover storage practices, loading and unloading areas, outdoor process areas, dust or particulate generating or
control processes, waste disposal practices, etc.
3. Does the Plan include a detailed site map including outfall locations and
®
❑
❑
❑
drainage areas?
Should show
• Location of industrial activities (storage areas, disposal areas, process areas, unloading and loading areas)
• The drainage structures
• Drainage areas for each outfall and activities occurring in the drainage area
• Building locations
• Existing Ws and impervious surfaces and the % of each drainage area that is impervious
• For each outfall, a narrative description of the potential pollutants which could be expected to be present in the
stormwater discharge.
This forces permittee to analyze the site with relation to stormwater discharges. It is also a tool for the inspector to
understand if the site has changed over time, i.e. if site map does not match facility they must update their plan.
4. Does the Plan include a list of significant spills occurring during the past 3 ®
❑
❑ ❑
years?
Needs to include corrective actions that were taken. The permittee needs to know what the reportable quantities are for
wastewater, oil pollution, and SARA Title III.
5. Have stormwater outfalls been evaluated for the presence of non-stormwater
®
❑ ❑
❑
discharges?
Signature required:
• Corporation - signed by Responsible Corporate Officer or assigned manager
• Partnership or Sale Proprietorship — General Partner or the Proprietor
Municipality, State, Federal, or other public agency — either principal executive officer or ranking elected official
6. Has the facility evaluated feasible alternatives to current practices? I
I ®
I ❑
I ❑
1 ❑
• Provide a review of the technical and economic feasibility of changing the methods of operations and/or storage
practices to eliminate or reduce exposure of materials and processes to Stormwater.
• In areas where elimination of exposure is not practical, the stormwater management plan shall document the
feasibility of diverting the stormwater runoff away from areas of potential contamination.
7. Does the facility provide all necessary secondary containment?
I ® 1 ❑
❑
❑
• Applies to liquid raw materials, manufactured products, waste materials, or by-products
• Single AST capacity > 660 gallons
• Multiple AS containers in close proximity to each other with a total combined capacity of > 1,320
Page 3 of 5 Rev. 0

Stormwater Facility Inspection Report/Checklist
IL Stormwater Pollution Prevention Plan (continued)
Yes
No
NA Repeat
Finding_
• If connected to SW conveyance; controlled by manually activated valves or other similar devices? (Closed?)
• Collected water observed for color, foam, outfall staining, visible sheens, and dry weather flow prior to release
• Document individual making observation, description of water, date, and time of release
Retain record 5 years
8. Does the Plan include a $MP summary?
® ❑
❑
❑
Narrative description of BMPs to be considered including oil and grease separation, debris control, vegetative filter strips,
infiltration and stormwater detention or retention, where necessary.
The need for structural BMPs shall be based on the assessment of potential sources to contribute significant quantities of
pollutants to stormwater discharges and data collected through monitoring of stormwater discharges.
9. Does the Plan include a Spill Prevention and Response Plan (SPRP)?
I ®
❑
❑
❑
• Assessment of potential pollutant sources based on materials inventory of the facility
• Facility personnel responsible for implementing the SPRP shall be identified
• Responsible person shall be on4te at all times during facility operations that have the potential to contaminate
stormwater runoff through spills or exposure of materials associated with the facility operations.
10. Does the Plan include a Preventative Maintenance and Good Housekeeping
®
❑
El
ElPlan?
• Document schedules of inspections and maintenance activities of stormwater control systems, plant equipment and
systems
• Inspect material handling areas
• Regular cleaning schedules of these areas
11. Does the facility provide and document Employee Training? ® I ❑
❑ ❑
• Provide at a minimum, annual training for all personnel including: proper spill response, cleanup procedures,
preventative maintenance activities for all personnel involved In any of the facility's operations that have the
potential to contaminate stormwater runoff
• Develop training schedule and identify facility personnel responsible for implementing the training
12. Does the Plan include a list of Responsible Parties?
®
1 ❑
❑
❑
Identify position responsible for the overall coordination, development, implementation, and revision of the SPPP
13. Is the Plan reviewed and updated annually? ® I
❑
❑
❑
Have there been any changes to the design, construction, operation, or maintenance of the facility, which would have a
significant effect on the potential for the discharge of pollutants to surface waters? Does plan include changes?
14. Does the Plan include a Stormwater Facility Inspection Program?
® I
❑
❑
❑
• Inspect semi-annually at a minimum - once in Fall and once in Spring
• Inspection and subsequent maintenance activities performed shall be documented
o Record date and time
o Individual performing inspection
o Narrative description of the stormwater outfall and plant equipment and systems
• Records should be incorporated into the SPPP
Stormwater Pollution Prevention Plan Comments:
Page 4 of 5 Rev. 0

Stormwater Facility inspection Report/Checklist
111. -Qualitative and Analytical Monitoring
Yee
No
NA- -
Repeat
Finding
1. Has the facility conducted its Qualitative Monitoring semi-annually?
®
❑
❑
❑
Color Odor Clarity Floating Solids
Suspended solids Foam Oil Sheen Other indicators
2. Has the facility conducted its Analytical Monitoring?
®
❑
❑
❑
3. Has the facility conducted its Analytical Monitoring from Vehicle Maintenance
areas?
❑
❑
Qualitative and Analytical Monitoring Comments:
IV. Permit and Outfalls
1. Is a copy of the Permit and the Certificate of Coverage available at the site?
®
❑
❑
❑
2. Were all outfalls observed during the inspection?
®
❑
❑
❑
3. If the facility has representative outfall status, has it been documented by the NC
Division of Water Quality?
❑
El®
❑
4. If the facility has a No -Exposure Certificate, has the facility self -inspected and
documented this on an annual basis?
El❑
®
❑
Permit and Outfalls Comments:
Page 5 of 5 Rev. 0

Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
August 1, 2017
Concrete Service Company Inc
Attn: Richard Allen
PO Drawer 1867
Fayetteville, NC 28302
ROY COOPER
Governor
MICHAEL S. REGAN
Secroary
Subject: NPDES Stormwater Permit Coverage Renewal COC #NCG140386
Dear Permittee:
TRACY DAVIS
Mrxa•tnr
For coverage under Stormwater General Permit NCG140000, the Division of Energy,
Mineral, and Land Resources (DEMLR) is forwarding herewith the reissued Certificate of
Coverage (COC). This permit is reissued pursuant to the requirements of North Carolina
General Statute 143-215.1 and the Memorandum of Agreement between the state of North
Carolina and the U,S. Environmental Protection Agency, dated October 15, 2007 (or as
subsequently amended.) A new Certificate of Coverage (COC) is included with this
letter.
You must print a copy of the new NCG140000 General Permit from our website here:
httl;I/deci rgoyf out ivisionsjenergv-mineral-land�esourcesjen_ergy-mineral-land-.,.__...
permits jstormwater-permits%nodes-industrial-sw. In addition to the full permit, the 2017
print package on the website includes revised Discharge Monitoring Report (DMR) forms,
Annual Discharge Monitoring Report forms, and Qualitative Monitoring Report Forms.
The General Permit authorizes discharges of stormwater and wastewater (if applicable),
and it specifies your obligations with respect to discharge controls, management,
monitoring, and record keeping. Please review the new permit to familiarize yourself with
all changes in the reissued permit. Significant changes to the General Permit are
outlined in the Technical Bulletin, which is also available on the website above. Your
facility has six months from receipt of the permit to update your Stormwater Pollution
Prevention Plan (SPPP) to reflect any new permit requirements.
r=`-''Nothing Compares..-,,,-
SState of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
S12 N. Salisbury Strvot 1 1612 Mail Service.Center I Raleigh, North Carolina 27699.1612
919 707 9200

How does the new General Permit affect Tier Status?
The first sample period of your permit begins August 1, 2017. Tier 3 actions in Part IV of
your permit are triggered by benchmark exceedances on four occasions beginning on the
effective date of this permit and do not count prior exceedances. Likewise, Tier 2 actions
are triggered by two consecutive benchmark exceedances beginning on the effective date
of this permit and do not count prior exceedances. However • if your facility is already in
Tier 2 (monitoring stormwater discharges monthly) or Tier 3, you must continue monthly
monitoring until relieved through conditions of the permit or by DEMLR staff approval.
When does electronic DMR reporting start?
We are setting up our database with final permit parameters and the outfalls that
permittees submitted on-line. All NCG14 Permittees will receive notification when our
eDMR system is ready for these permittees to register and begin reporting
monitoring data electronically. If you have any questions about the status, please
contact Bethany Georgoulias at [phone] or Robert Patterson at [phone]. If
you did not submit outfall information already, we have included a form for you to return
to us. (Note, NO FORM IS ATTACHED if we already have your outfall information.)
Your coverage under the General Permit is transferable only through the specific action of
DEMLR. This permit does not affect the legal requirements to obtain other permits which
may be required by the N.C. Department of Environmental Quality (DEQ), nor does it
relieve the permittee from responsibility for compliance with any other applicable federal,
state, or local law, rule, standard, ordinance, order, judgment, or decree.
If you have any questions regarding this permit package please contact the DEMLR
Stormwater Permitting Program at [phone].
cc: Stormwater Program files
Sincerely,
for Tracy E. Davis, P.E., C.P.M.
-""Nothing Compares.. ,...
StateoPNorthCaroNna I EnvlmnmentalQuality I Energy,Mlneral,zndLar}dResoutees
512 N. Salisbury Strett 1 1612 Mail Service Center j Ralciyh, North Carolina 27699-1612
919 707 9200

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
STORMWATER AND WASTEWATER DISCHARGES
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Concrete Service Company Inc
is hereby authorized to operate approved wastewater treatment system(s) and discharge
stormwater and/or wastewater, as approved in the original permit/application or
subsequent permit modification, from a facility located at:
Concrete Service Company
1081 S Reilly Rd
Fayetteville
Cumberland County
to receiving waters designated as Beaver Creek (Beaver Creek Pond), class C waters in the
Cape Fear River Basin, in accordance with the effluent limitations, monitoring
requirements, and other conditions set forth in Parts 1,11, III, IV, and V of General Permit
No. NCG140000 as attached.
This Certificate of Coverage (COC) shall become effective August 1, 2017.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day August 1, 2017.
for Tracy E. Davis, P.E., CPM
Director, Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

1 � 1
b
N
M
Environmental
Quality
February 9, 2017
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
CONCRETE SERVICE COMPANY, INC./CONCRETE SERVICE CO. PLANT No. 2 - REILLY
ATTN: RICHARD ALLEN, JR,, PRESIDENT
P. 0, DRAWER 1867
FAYETTEVILLE, NC 28302
Subject: Multimedia Compliance Inspection'
Concrete Service Co. Plant No. 2 — Reilly
Cumberland County
Dear Mr. Allen:
Department of Environmental Quality staff from the Fayetteville Regional Office conducted a
multimedia compliance inspection of the Concrete Service Co. Plant No. 2 — Reilly on January 24,
2017 for permitted activities administered by the following Divisions:
Division of Air Division of Energy,
Quality (DAQ) Mineral, and Land
Resources (DEMLR)
The results of each applicable inspection area and any associated response actions or necessary
corrective measures are detailed in the Division specific areas of the attached report. Should
violations be noted in the attached report, you may receive separate enforcement related
correspondence in addition to the report.
If you have any questions regarding this multimedia inspection or the results of each program
inspection, please contact the Fayetteville Regional Office at [phone] and ask to speak with
the appropriate Division staff. Thank you for your cooperation.
encl: Air Quality Inspection Report
Stormwater Inspection Report
cc: ' (w/atttachments)
Trent Allen, FRO
DAQ FRO Files
DEMLR FRO Files
Concrete Service Company, Inc., Winnie Jenkins MSafety Director (email)
State of North Carolina I Department of Environmental Quality
Fayetteville Regional Office 1 225 Green Street, Suite 714 1 Fayetteville, NC 29301
910433-3300

NORTH CAROLINA DIVISION OF
AIR QUALITY
=inspection Report
Date: 02/02/2017
Facility Data
Concrete Service Co Plant No 2 - Reilly
-1'081 South Reilly Road
'Fayetteville, NC 28314
Li& 35d 3.2052m Long: 79d 1.2045m
-SIC: 3273 / Ready -Mixed Concrete
fj `WAICS: 32732 / Ready -Mix Concrete Manufacturing
Contact Data
Fayetteville Regional Office
Concrete Service Co Plant No 2 - Reilly
NC Facility ID 2600091
County/FIPS: Cumherland/05I
Permit Data
Permit n/a
Issued n/a
Expires n/a
Classification Permit Exempt
Permit Status Inactive
Current Permit Application(s) None
Facility Contact Authorized Contact Technical Contact
F'. SIP
Wirinie Jenkins Richard Allen, Jr. Winnie Jenkins
sg. HR/W* Director President HR/Safety Director
a .(9.10)237-1791 [phone] [phone]
'''comments:
-Inspector's Signature: YJ+�fl�✓��� /'-
:!Date of Signature:
.Total Actual emissions in TONSIYEAR:
Program Applicability
Compliance Data
Inspection Date 01/24/2017
Inspector's Name Melissa Joyner
Operating Status Operating
Compliance Code Compliance - inspection
Action Code FCE
On -Site Inspection Result Compliance
TSP
S02
NOX
VOC
CO
PMIO
* HAP
20 l3
1.12
---
---
---
---
0.5400
0.3072
2009
7.13
---
---
---
---
2.14
0.6141
* Highest HAP Emitted in pounds)
Five Year Violation History: None
Date - Letter Tyne Rule Violated Violation Resolution Date
Performed Stack Tests since last FCE: None
Date Test Results Test_MethodLs� Sources Tested
f.. 1. Location/Directions
Concrete Service Co. Plant No 2 — Reilly is located at 1081 South Reilly Road, in Fayetteville,
6; f
NC, Cumberland County. From the FRO travel to Reilly Rd. and turn left; the facility is on the
left.

2. Safety Considerations
All standard DAQ safety gear is required. Watch for moving vehicles and overhead conveyors
transferring aggregate.
3. Facility/Process Description
Concrete Service Co. Plant No 2 — Reilly is a small concrete batch plant that produces mixed
concrete for commercial and residential use. Fine (sand) and coarse (gravel) aggregates are belt
conveyed to one of three large vertical storage silos. As needed, the sand and gravel are belt
conveyed to a three -bin storage weigh hoppers. During a truck mix, the aggregate is separately
belt conveyed to the mix truck. Cement and fly ash are pneumatically conveyed into separate
silos and when needed, gravity fed into the truck mix weigh hopper and mixed with the other
aggregates, to include water throughout the entire mix process. The truck mix is equipped with a
telescopic funnel that can be inserted in trucks that cannot fit close up to the mix area. Most
facility trucks closely fit but some require the funnel insert.
The permit for this facility was rescinded on 23 November 2016. Pam Vivian conducted the last
compliance inspection on 22 October 2015.
The facility was manned and in operation.
Throughputs
Year
Production yds
2017
2,622 (as of date of inspection)
2016
52,377
2015
533779
4. Permitted Sources
One Concrete batch plant with fabric filter air pollution control systems installed on all sources:
1. One (1) cement mixing weigh hopper and loading operation; and,
2. Silos for cement and flyash storage
5. Inspection Conference
On 24 January, 2017, as part of a multi -media inspection, I, Melissa Joyner of FRO (DEMLR)
met with Winnie Jenkins, HR/Safety Director at this facility. We discussed the following:
a) I verified the FACFINDER information and no changes are required.
b) I inspected the I/M logbooks and found them to be in good order. Ms. Jenkins provided
printouts of the 2015 and 2016 throuhgputs as of this inspection. She stated that there had

r been no malfunctions which had resulted in excessive emissions and no complaints had been
received from area residents.
6. Inspection Summary
Ms. Jenkins led me on a tour of the facility. No new emission sources had been installed. The
facility was in operation. A cement tanker truck was loading a silo with zero opacity observed. I
: noted a 8psi reading from the pressure gauge on the side of the tanker. The load out chute
appeared to be in good condition. The areas near the baghouse, cement and flyash silos also
appeared clean. No fugitive dust emissions were noted in regards to the entrance, haul roads or
stockpiles.
7. Permit stipulations
a) 15A NCAC 2D .0515 PARTICULATE CONTROL REQUIREMENT — Particulate matter
emissions from the emission's sources shall not exceed allowable rates.
APPEARED IN COMPLIANCE — This facility was previously permitted, and the most
recent permit review indicated compliance so long as the facility operates and maintains the
control devices, as designed and recommended by the manufacturer, on all point sources at
the facility. There have not been any modifications to the facility since the facility's last
permit review. All control devices appeared to be operated and maintained as required.
b) A.4 2D .0521 VISIBLE EMISSIONS REQUIREMENTS —Visible emissions from the
permitted sources shall not be more than 20%.
APPEARANCE IN COMPLIANCE— The facility maintains logbooks regarding
Inspections and maintenance of the facility's bagfilter, which they continue to perform
monthly. The next planned internal inspection is 31 January 2017. There are no
indications that the visible emissions limit had been exceeded. Ms. Jenkins stated that no
complaints had been received about visible emissions.
c) A.5 2D .0535 NOTIFICATION REQUIREMENT - The facility is required to notify DAQ
if excess emissions occur for more than a 4-hour period caused by a breakdown or other
abnormal condition.
APPEARED IN COMPLIANCE — There were no indications of excessive emissions which
would require notification of DAQ.
d) 15A NCAC 2D.0540 FUGITIVE DUST CONTROL REQUIREMENT —Fugitive dust
emissions shall not contribute to substantive complaints or excessive dust emissions across
the property boundary
APPEARED IN COMPLIANCE — The facility has concreted all roadways and loading
pads on the site to reduce the dust. The facility has not received any direct complaints nor has
DAQ received complaints about fugitive dust beyond the property line. 1 saw no excess
fugitive dust emissions during the inspection.
o
8. 112R Status
The facility does not store compounds that require a written plan under Clean Air Act Section 112R,
Risk Management.
9. Non -Compliance History since 2010
�_ None

q!
10. Comments/Compliance Statement
Concrete Service Co. Plant No 2 — Reilly appeared to be in compliance on 24 January 2017.
Pink Sheet
No Comments
/maj

Compliance Insnection Report
Permit: NGG140386 Effective: 07/01/16 Expiration: 06/30/17 Owner : Concrete Service Company Inc
SOC: Effective: Expiration: Facility: Concrete Service Company
County: Cumberland 1081 S Reilly Rd
Region: Fayetteville
Fayetteville NC 28314
Contact Person: Lanny H Clark Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
On -site representative
Related Permits:
Inspection Date: 01/24/2017
Primary Inspector. Melissa A Joyner
Secondary Inspector(s):
Certification:
Winnie Jenkins
Phone:
910-323-9198 ext 313
EntryTime: 11:30AM Exit Time: 12:15PM
Phone:
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Ready Mix Concrete StormwaterlWastewater Discharge COC
Facility Status: Compliant [] Not Compliant
Question Areas:
Storm Water"
(See attachment summary)
Page: 1

Permit: NCG140386 Owner - Facility: Concrete Service Company Inc
Inspection Data: 01 /24/2017 Inspection Type : Compliance Evaluation Reason for Visit; Routine
Inspection Summary:
As part of a Multimedia inspection, Melissa Joyner conducted an inspection on January 24, 2017, meeting with Winnie
Jenkins, WR/Safety Director. The records were reviewed which were orderly and complete, containing the information
required as stated in the Stormwater Pollution Prevention Plan (SPPP) in accordance with the NCG140000 General Permit.
No spills had been recorded for the last 3 years. The Qualitative and Analytical monitoring records were reviewed. No
benchmark exceedances of any of the Analytical parameters was noted. Ms. Jenkins took Ms. Joyner on a tour of the
facility which was well -maintained. Outfall 1 was discharging clear water with no issues noted. Outfall 2 was not
discharging. Vehicle maintenance is not performed on the site.
Page: 2

Permit: NCG140386 Owner - Facility: Concrete Service Company Inc
Inspection Date: 01/24/2017 Inspection Typo: Compliance Evaluation Reason for Visit: Routine
Analytical Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? N ❑ ❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ E ❑
Comment:
Permit and Outfalls Yee No NA. NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? ❑ ❑ ❑
# Were all outtalls observed during the inspection? ■ ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ 0 ❑
# Has the facility evaluated all illicit (non stormwater) discharges? 0 ❑ ❑ ❑
Comment:
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? 0 ❑ ❑ ❑
Comment:
Storrnwater Pollution Prevention Plan
vea No NA NE
Does the site have a Stormwater Pollution Prevention Plan?
❑ ❑ ❑
# Does the Plan include a General Location (USGS) map?
E ❑ ❑ ❑
# Does the Plan include a "Narrative Description of Practices"?
N ❑ ❑ ❑
# Does the Plan include a detailed site map including outfall locations and drainage areas?
E ❑ ❑ ❑
# Does the Plan include a list of significant spills occurring during the past 3 years?
❑ ❑ ❑
# Has the facility evaluated feasible alternatives to current practices?
❑ ❑ ❑
# Does the facility provide all necessary secondary containment?
N ❑ ❑ ❑
# floes the Plan include a BMP summary?
N ❑ ❑ ❑ .
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
N ❑ ❑ ❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
❑ ❑ ❑
# Does the facility provide and document Employee Training?
0 ❑ ❑ ❑
# Does the Plan include a list of Responsible Party(s)?
■ ❑ ❑ ❑
# Is the Plan reviewed and updated annually?
0 ❑ ❑ ❑
# Does the Plan include a Stormwater Facility Inspection Program?
N ❑ ❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented?
0 ❑ ❑ ❑
Comment:
Pager 3

DAQ - Toolbox - FacFinder
Page 1 of 1
Air Quality I Toolbox v I I FacFinder v
Welcome to Facility Print Help Logoff
Finder
Find Facility
Compliance Data
Assigned Inspector: Pam Vivian
Facility Data
Operating Status: Operating
Concrete Service Co Plant No 2 - Reilly
Compliance Status: Compliance - inspection
1081 South Reilly Road
Inspection Date: 10/22/2015
Fayetteville, NC 28314
Inspected By: Pam Vivian
County: Cumberland Lat: 35d 3:2052m
Action Code: FCE
Long: 79d 1.2045m
NC Facility ID: 2600091
Permit Data
SIC: 3273/ Ready -Mixed Concrete
Permit 02935 / G08
NAICS: 32732 / Ready -Mix Concrete
Issued 2/23/2015
Manufacturing
Expires 1/31/2023
Classification Small
Permit Status Inactive
Authorized Contact Data
Invoice Contact Data
Richard Allen, Jr., President
Concrete Service Company
P O Drawer 1867
Winnic Jenkins, HR/Safety Director
Fayetteville, NC 28302 1867
P O Drawer 1867
[phone]
Fayetteville, NC 28302 1867
[e-mail]
[phone] 313
Facility Contact Data
Technical Contact Data
Winnie Jenkins, HRJSafety Director
Winnie Jenkins, HR/Safety Director
PO Drawer 1867
PO Drawer 1867
Fayetteville, NC 28302
Fayetteville, NC 28302
[phone]
[phone]
[e-mail]
[e-mail]
Active Programs: SIP
Pending Reports: Annual - 03/01/2017
Pending Source Tests:
https:Hibeamaq.nedenr.org/aq/Toolbox/FacFinder.isp?lockey=L569LO2935 1 /19/2017

t,
A LT
Av
�A1111M�
MCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
February 23, 2015
Mr. Richard Allen, Jr.
President
Concrete Service Co Plant No 2 - Reilly
P O Drawer 1867
Fayetteville, NC 28302-1867
Donald R. van der Vaart
Secretary
Subject: Air Permit No. 02935G08
GENERAL AIR PERMIT FOR CONCRETE BATCH PLANTS
Concrete Service Co Plant No 2 - Reilly
Fayetteville, Cumberland County, North Carolina
Permit Class: General Small
Facility ID# 2600091
Dear Mr. Alien:
In accordance with your completed application received February 4, 2015, we are
forwarding herewith Permit No. 02935G08 to Concrete Service Co Plant No 2 - Reilly, Fayetteville,
Cumberland County, North Carolina for the construction and operation of air emissions sources or
air cleaning devices and appurtenances. Additionally, any emissions activities determined from your
air permit application as meeting the exemption requirements contained in 15A NCAC 2Q .0102
have been listed for information purposes as an "ATTACHMENT" to the_ enclosed air permit.
Please note the records retention requirements are contained in General Condition 2 of the General
Conditions and Limitations.
If any parts, requirements, or limitations contained in this permit are unacceptable to you,
you have the right to request a formal adjudicatory hearing within 30 days following receipt of this
permit, identifying the specific issues to be contested. Such a request will stay the effectiveness of
the entire permit. This hearing request must be in the form of a written petition, conforming to G.S.
150B-23 of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. The form for requesting a formal
adjudicatory hearing may be obtained upon request from the Office of Administrative Hearings.
Unless a request for a hearing is made pursuant to G. S. 150B-23, this air permit shall be final and
binding.
You may request modification of your air permit through informal means pursuant to G.S.
Fayetteville Regional Office- Division of Air Quality
Systel Building, 225 Green Street, Suite 714, Fayetteville, North Carolina 28301.5094
Phone; 910.433-33001 FAX; 910-485-7467 '
Internet, www.ncdenr,gov
An Equal opportunity 1 Affirmative Action Employer -Made In part by recycled paper

Richard Allen, Jr.
February 23, 2015
Page 2
150B-22. This request must be submitted in writing to the Director and must identify the specific
provisions or issues i:or which the modification is sought. Please note that the permit will become
final and binding regardless of a request for informal modification unless a request for a hearing is
also made under G.S. 150B-23.
Unless exempted by a condition of this permit or the regulations, construction of new
air pollution sources or air cleaning devices,or modifications to the sources or air cleaning
devices described in this permit must be covered under a permit issued by the Division of Air
Quality prior to construction. Failure to do so is a violation of G.S. 143-215.108 and may
subject the Permittee to civil or criminal penalties as described in G.S. 143-215.114A and 143-
215.114B.
This permit shall be effective from February 23, 2015 until January 31, 2023, is
nontransferable to future owners and operators, and shall be subject to the conditions and limitations
as specified therein.
Changes have been made to the permit stipulations. The Permittee is responsible for
carefully reading the entire permit and evaluating the requirements of each permit
stipulation. The Permittee shall comply with all terms, conditions, requirements, limitations
and restrictions set forth in this permit. Noncompliance with any permit condition is grounds
for enforcement action, for permit termination, revocation and reissuance, or modification, or
for denial of a permit renewal application. Should you have any questions concerning this matter,
please contact Joshua L. Harris at 910-433-3300.
Sincerely,
1I
Steven F. Vozzo, Regional Supervisor
Division of Air Quality, NCDENR
JLH
Enclosures
c: Fayetteville Regional Office

NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
Issue Date: February 23, 2015
Expiration Date: January 31, 2023
DIVISION OF AIR QUALITY
AIR PERMIT NO.02935G08
Effective Date: February 23, 2015
Replaces Permit: 02935G07
To construct and operate air emission source(s) and/or air cleaning device(s), and for the
discharge of the associated air contaminants into the atmosphere in accordance with the provisions
of Article 21B of Chapter 143, General Statutes of.North Carolina (NCGS) as amended, and other
applicable Laws, Rules and Regulations,
Concrete Service Co Plant No 2 - Reilly
1081 South Reilly Road
Fayetteville, Cumberland County, North Carolina
Permit Class: General Small
Facility ID# 2600091
(the Permittee) is hereby authorized to construct and operate the air emissions sources and/or air
cleaning devices and appurtenances described below:
One Concrete batch plant with fabric filter air pollution control system(s) installed on all sources;
1. One (1) cement mixing weigh hopper and loading operation; and,
2. Silos for cement and flyash storage.
in accordance with the completed application 2600091.15A received February 4, 2015 including
any plans, specifications, previous applications, and other supporting data, all of which'are filed
with the Department of Environment and Natural Resources, Division of Air Quality (DAQ) and are
incorporated as part of this permit.
This permit is subject to the following specified conditions and limitations including any
TESTING REPORTING OR MONITORING REQUIREMENTS:

Permit No. 02935GO8
Page 2
A. SPECIFIC CONDITIONS AND LIMITATIONS
Any air emission sources or control devices authorized to construct and operate above must
be operated and maintained in accordance with the provisions contained herein. The
Permittee shall comply with applicable Environmental Management Commission
Regulations, including Title 15A North Carolina Administrative Code (NCAC), Subchapter
2D .0202, 2D .0515, 2D .0521, 2D .0535, 2D .0540, 2D .0611, 2D .1100, 2Q .0310 and 2Q
.0711.
2. PERMIT RENEWAL AND EMISSION INVENTORY REQUIREMENT - The Permittee,
at least 90 days prior to the expiration date of this permit, shall request permit renewal by
letter in accordance with 15A NCAC 2Q .0304(d) and (I). Pursuant to 15A NCAC 2Q
.0203(i), no permit application fee is required for renewal of an existing air permit (without
a modification request). The renewal request (with AA application form) should be
submitted to the Regional Supervisor, DAQ. Also, at least 90 days prior to the expiration
date of this- permit, the Permittee shall submit the air pollution emission inventory report
(with Certification Sheet) in accordance with 15A NCAC 2D .0202, pursuant to N.C.
General Statute 143 215.65. The report shall be submitted to the Regional Supervisor, DAQ
and shall document air pollutants emitted for the 2021 calendar year.
PARTICULATE CONTROL REQUIREMENT - As required by 15A NCAC. 2D .0515
"Particulates from Miscellaneous Industrial Processes," particulate matter emissions from
the emission sources shall not exceed allowable emission rates. The allowable emission rates
are, as defined in 15A NCAC 2D .0515, a function of the process weight rate and shall be
determined by the following equation(s), where P is the process throughput rate in tons per
hour (tons/hr) and E is the allowable emission rate in pounds per hour (ibs/hr).
E = 4.10 * (P) 0 ' for P <= 30 tons/hr, or
E = 55 * (P) al' - 40 for P >30 tons/hr
4. VISIBLE EMISSIONS CONTROL REQUIREMENTS -As required by 15A NCAC 2D
.0521 "Control of Visible Emissions," visible emissions from the permitted sources shall
meet the visible emissions control requirements listed below:
a. Visible emissions from sources manufactured after July 1, 1971 shall not be more
than 20 percent opacity when averaged over a six -minute period, except that six -
minute periods averaging not more than 87 percent opacity may occur not more than
once in any hour nor more than four times in any 24-hour period.
b. Visible emissions from sources manufactured as of July 1, 1971 shall not be more
than 40 percent opacity when averaged over a six -minute period, except that six -
minute periods averaging not more than 90 percent opacity may occur not more than
once in any hour nor more than four times in any 24-hour period.
However, sources which must comply with 15A NCAC 2D ,0524 "New Source
Performance Standards" or. I I I I "National Emission Standards for Hazardous Air
Pollutants" must comply with applicable visible emissions requirements contained therein
instead of the standard listed above.

Permit No. 02935G08
Page 3.
5. N_OTIFICATION REQUIREMENT -As required by 15A NCAC 2D .0535, the Permittee of
a source of excess emissions that last for more than four hours and that results from a
malfunction, a breakdown of process or control equipment or any other abnormal
conditions, shall:
a. Notify the Director or his designee of any such occurrence by 9:00 a.m. Eastern time
of the Division's next business day of becoming aware of the occurrence and
describe:
i. the name and location of the facility,
ii, the nature and cause of the malfunction or breakdown,
iii. the time when the malfiuiction or breakdown is first observed,
iv. the expected duration, and
v. an estimated rate of emissions.
b. Notify the Director or his designee immediately when the'corrective measures have
been accomplished..
This reporting requirement does not allow the operation of the facility in excess of
Environmental Management Commission Regulations.
6. FUGITIVE DUST CONTROL REQUIREMENT - As required by 15A NCAC 2D .0540
"Particulates from Fugitive Dust Emission Sources," the Permittee shall not cause or allow
fugitive dust emissions to cause or contribute to substantive complaints or excess visible
emissions beyond the property boundary. If substantive complaints or excessive fugitive
dust emissions from the facility are observed beyond the property boundaries for six minutes
in any one hour (using Reference Method 22 in 40 CFR, Appendix A), the owner or
operator maybe, required to submit a fugitive dust plan as described in 2D .0540(f).
"Fugitive dust emissions" means particulate matter that does not pass through a process
stack or vent and that is generated'within plant property boundaries from activities such as:
unloading and loading areas, process areas stockpiles, stock pile working, plant parking lots,
and plant roads (including access roads and haul roads). .

Permit No. 02935G08
Page 4
7. FABRIC FILTER REQUIREMENT - Particulate matter emissions from the permitted
equipment shall be controlled by fabric filters. Pursuant to 15A NCAC 2D .0611, the
Permittee shall inspect and maintain the fabric filters as provided below:
a. Inspection and Maintenance Requirements - To comply with the provisions of this
permit: and ensure that emissions do not exceed the regulatory limits, the Permittee
shall perform, at a minimum, an annual (for each 12 month period following the
initial inspection) internal inspection of the fabric filter system. In addition, the
Permittee shall perform periodic inspections and maintenance as recommended by
the equipment manufacturer.
b. Recor ikeepingReguirements - The results of all inspections and any variance from
manufacturer's recommendations or from those given in this permit (when
applicable), shall be investigated with corrections made and dates of actions recorded
in a logbook. Records of all maintenance activities shall be recorded in the logbook.
The logbook (in written or electronic form) shall be kept on -site and made available
to DAQ personnel upon request.
TOXIC AIR POLLUTANT CONTROL REQUIREMENTS - The facility shall not emit
arsenic in such quantities that may cause an exceedance of the acceptable ambient level
(AAL) pursuant to 15A NCAC 2D .1104, To demonstrate compliance with this requirement,
the Permittee shall limit the quantity of concrete processed to less than the applicable
"Maximum Concrete Production Rate", as listed below, based on the facility's "Minimum
Distance to Property Line." "Minimum distance to property line" is the distance from the
cement mixing weigh hopper to closest point of the facility's property line.
Minimum Distance to PropertyPropqrty Line
meters/feet
10 m /32.8 ft
15 m 149.2 ft
20 m 165.6 ft
25 m 182.0 ft
30 m 198.4 ft
35 m 1114.8 ft
40 in / 131.2 ft
45m/147.6ft
50in 164.0ft
55 m 1180.4 ft
60 in /196.8 ft
Maximum Concrete Production Rate
d 3y /Year
33,150
34,075
35,000
47,500
60,000
75,000
90,000
105,000
120,000
135,000
150,000
*The "Maximum Concrete Production Rate" may not be interpolated for'property line distances
falling between two values listed above. (For example, a facility with a "Minimum Distance to
Property Line" of less than 60 meters but greater than or equal to 55 meters would be subject to a
"Maximum Concrete Production Rate" of 135,000 yd3/yr.)

Permit No. 02935GOS
Page 5
a. Property Line Identification - The Permittee shall maintain a physical marker at the
point on the property line used to establish the "Minimum Distance to Property
Line", as defined above. The physical marker may consist of any fixture, including
(but not limited to) a property line fence or a pole or stake installed 'at the point for
the specific purpose of meeting this requirement.
b. Monitoring/Recordkeeping-Requirements - The Permittee shall maintain the
following records in a logbook. The logbook (in written or electronic form) shall be
kept on-site.and made available to DAQ personnel upon request.
i. Each calendar month, the Permittee shall record the quantity of concrete
processed during the previous calendar month (in yd3/month); and,
ii. Each calendar year, the Permittee shall record the quantity of concrete
processed between January I` and December 3151 of the previous calendar
year (in yd3/year).
c. Notification Requirement - The Permittee shall submit a notification to the Regional
Supervisor within 15 days of installing an additional cement silo and/or flyash silo.
The notification shall include the following:
i. A description of the proposed silo, including storage capacity and material
stored;
ii. A description of the proposed emission control; and,
iii. A statement indicating that the facility shall continue to qualify for the
general permit, as described in Specific Condition No. 9 of this permit.
d. Reporting Requirements - The Permittee shall submit a summary report to the
Regional Supervisor of.monitoring and recor`dkeeping activities postmarked on or
before March I't of each calendar year. The report shall include the following
information:
i. The "minimum distance to property line" at the facility, as defined in
Condition 9.e. of this permit;
ii. The monthly concrete production (in yd3/month) for each month (January
through December) of the previous calendar year; and,
iii. The annual concrete production (in yd3/year) for the previous calendar year.

Permit No. 02935G08
Page 6
9. In accordance with 15A NCAC 2Q .0310, the facility shall qualify for this general permit
provided it meets EACH of the following criteria:
a, The facility does not operate any emission sources. other than emission sources listed
on Page 1 of this permit.
b. The facility is not subject to any 15A NCAC 2D or 2Q regulation not addressed in
Specific Condition No, 1.
c. The facility is located in one of the following counties:
Alamance Cumberland Harnett
Anson Currituck Hertford
Beaufort Dare Hoke
Bladen Davidson Hyde
Brunswick
Cabarrus
Camden
Carterot
Caswell
Catawba
Chatham
Chowan
Cleveland
Columbus
Craven
Davie
Duplin
Durham
Edgecombe
Franklin
Gaston
Gates
Granville
Greene
Guilford
Halifax
Iredell
Johnston
Jones
Lee
Lenoir
Lincoln
Martin
Montgomery
Moore
Nash
New Hanover
North Hampton Scotland
Onslow
Orange
Pamlico
Pasquotank
Pender
Perquimans
Person
Pitt
Randolph
Richmond
Robeson
Rockingham
Rowan
Sampson
Stanly
Stokes
Surry
Tyrrell
Union
Vance
Wake
Warren
Washington
Wayne
Wilson
Yadkin
d. The maximum hourly throughput at the truck loadout does not exceed 138
yd3/hour.
e. The facility is a truck mix concrete batch plant that does not process more
concrete during any calendar year than the maximum production rate, as listed
below, applicable to the facility based on its "minimum distance to property Iine".
"Minimum distance to property line" is the distance from the cement mixing weigh
hopper to closest point of the facility's property line.

Permit No. 02935G08
Page 7
Minimum Distance to Pronertv Line Maximum Concrete Production Rate *
meters/feet
dd 3/year
10 m 132.8 ft
33,150
15 m 149.2 ft
34,075
20 m l 65.6 ft
35,000
25 m 182.0 ft
47,500
30 m / 98.4 ft
60,000
35 m 1 114.8 ft
75,000
40 m 1 131.2 ft
90,000
45 m 1147.6 ft
10.5,000
50 m / 164.0 ft
120,000
55 m / 180.4 ft
135,000
60 m / 196.8 ft
150,000
*The "Maximum Concrete Production Rate" may not be interpolated for property line distances falling
between two values listed above. (For example, a facility with a "Minimum Distance to Property Line" of less
than 60 meters but greater than or equal to 55 meters would be subject to a "Maximum Concrete Production
Rate" of 135,000 yd3/yr.)
10. TOXIC AIR POLLUTANT EMISSION LIMITATIONS - Pursuant to 15A NCAC 2Q .0711
"Emission Rates Requiring a Permit," for each of the toxic air pollutants (TAPs) listed
below, facility -wide actual emissions may not exceed the Toxic Permit Emission Rates
(TPERs) listed in 15A NCAC 2Q .0711:
3eryllium........... _ .. .....0.28...... �.... ...
.rr
:admium 0.37.. .... I............._. .
Mromium* 0 013
yianganese and compounds 0.63 T—
Jickel metal 0.13
"Chromium" includes all soluble chromate compounds, as chromium (VI) equivalent.
The Permittee shall be responsible for obtaining a permit to emit TAPS and for
demonstrating compliance with the requirements of 15A NCAC 2D .1100 "Control of Toxic
Air Pollutants" PRIOR to exceeding any of the listed TPERs.

Permit No. 02935G08
Page 8
B. GENERAL CONDITIONS AND LIMITATIONS
1. In accordance with G.S. 143-215.108(c)(1), TWO COPIES OF ALL DOCUMENTS,
REPORTS, TEST DATA, MONITORING DATA, NOTIFICATIONS, REQUESTS FOR
RENEWAL, AND ,ANY OTHTR 1NFORMATIQN REQUIRED BY THIS PERMIT shall
be submitted to the:
Regional Supervisor
North Carolina Division of Air Quality
Fayetteville Regional Office
Systel Building
225 Green Street, Suite 714
Fayetteville, NC 28301-5094
910-43 3-3300
For identification purposes, each submittal should include the facility name as listed on the
permit, the facility identification number, and the permit number.
2. RECORDS RETENTION REQUIREMENT - In accordance with 15A NCAC 2D .0605,
any records required by the conditions of this permit shall be kept on site and made available
to DAQ personnel for inspection upon request. These records shall be maintained in a form
suitable and readily available for expeditious inspection and review. These records must be
kept on site for a minimum of 2 years, unless another time period is otherwise specified.
3. ANNUAL FEE PAYMENT - Pursuant to 15A NCAC 2Q .0203(a), the Permittee shall pay
the annual permit fee within 30 days of being billed by the DAQ. Failure to pay the fee in a
timely manner will cause the DAQ to initiate action to revoke the permit.
4.' EQUIPMENT RELOCATION - In accordance with 15A NCAC 2Q .0301, a new air permit
shall be obtained by the Permittee prior to establishing, building, erecting, using, or
operating the emission sources or air cleaning equipment at a site or location not specified in
this permit.
5. REPORTING REQUIREMENT -In accordance with 15A NCAC 2Q .0309, any of the
following that would result in previously unpermitted, new, or increased emissions must be
reported to the. Regional Supervisor, DAQ;
a. changes in the information submitted in the application regarding facility emissions;
b. changes that modify equipment or processes of existing permitted facilities; or
c. changes in the quantity or quality of materials processed.
If appropriate, modifications to the permit may then be made by the DAQ to reflect any
necessary changes in the permit conditions. In no case are any new or increased emissions
allowed that will cause a violation of the emission limitations specified herein.

Permit No. 02935G08
Page 9
6. In accordance with 15A NCAC 2Q .0309, this permit is subject to revocation or .
modification by the DAQ upon a determination that information contained in the application
or presented in the support thereof is incorrect, conditions under which this permit was
granted have changed, or violations of conditions contained in this permit have occurred. In
accordance with G.S. 143-215.108(c)(1), the facility shall be properly operated and
maintained at all times in a manner that will effect an overall reduction in air pollution.
Unless otherwise specified by this permit, no emission source may be operated without the
concurrent operation of its associated air cleaning device(s) and appurtenances.
7. In accordance with G.S. 143-215.108(c)(1), this permit is nontransferable by the Permittee.
Future owners and operators must obtain a new air permit from the DAQ.
8. In accordance with G.S. 143-215.108(c)(1), this issuance of this permit in no way absolves
the Permittee of liability for any potential civil penalties which may be assessed for
violations of State law which have occurred prior to the effective date of this permit.
9. ' In accordance with G.S. 143-215.108(c)(1), this permit does not relieve the Permittee of the
responsibility of complying with all applicable requirements of any Federal, State, or Local
water quality or land quality control authority.
10. In accordance with 15A NCAC 2D .0605, reports on the operation and maintenance of the
facility shall be submitted by the Permittee to the Regional Supervisor, DAQ at such
intervals and in such form and detail as may be required by the DAQ. Information required
in such reports may include, but is not limited to, process weight rates, firing rates, hours of
operation, and preventive maintenance schedules.
11. A violation of any term or condition of this permit shall subject the Permittee to enforcement
pursuant to G.S. 143-215.114A, 143-215.114B, and 143-215.114C, including assessment of
civil and/or criminal penalties. ,
12. Pursuant to North Carolina General Statute 143-215.3 (a)(2), no person shall refuse entry or
access to any authorized representative of the DAQ who requests entry or access for
purposes of inspection, and who presents appropriate credentials, nor shall any person
obstruct, hamper, or interfere with any such representative while in the process of carrying
out his official duties. Refusal of entry or access may constitute grounds for permit
revocation and assessment of civil penalties.
13. In accordance with G.S. 143-215.108(c)(1), this permit does not relieve the Permittee of the
responsibility of complying with any applicable Federal, State, or Local requirements
governing the handling, disposal, or incineration of hazardous, solid, or medical wastes,
including the Resource Conservation and Recovery Act (RCRA) administered by the
Division of Waste Management.
14. PERMIT RETENTION REQUIREMENT - In accordance with 15A NCAC 2Q .0110, the
Permittee shall retain a current copy of the air permit at the site. The Permittee must make
available to personnel of the DAQ, upon request, the current copy of the air permit for the
site.

Permit No. 02935G08
Page 10
15. CLEAN AIR ACT SECTION 112 r REQUIREMENTS - Pursuant to 15A NCAC 2D .2100
"Risk Management Program," if the Permittee is required to develop and register a risk
management plan pursuant to Section 112(r) of the Federal Clean Air Act, then the
Permittee is required to register this plan with the USEPA in accordance with 40 CFR Part
68.
16. PREVENTION OF ACCIDENTAL RELEASES - GENERAL DUTY - Pursuant to Title I
Part A Section I I2(r)(1) of the Clean Air Act "Hazardous Air Pollutants - Prevention of
Accidental Releases - Purpose and General Duty," although a risk management plan may not
be required, if the Permittee produces, processes, handles, or stores any amount of a Iisted
hazardous substance, the Permittee has a general duty to take such steps as are necessary to
prevent the accidental release of such substance and to minimize the consequences of any
release. This condition is federally -enforceable only.
17. GENERAL EMISSIONS TESTING AND REPORTING REQUIREMENTS - If emissionu
testing is required by this permit, or the DAQ, or if the Permittee submits emissions testing
to the DAQ in support of a permit application or to demonstrate compliance, the Permittee
shall perform such testing in accordance with 15A NCAC 2D .2600 and follow all DAQ
procedures including protocol approval, regional notification, report submittal, and test
results approval.
Permit issued this the 23`d of February, 2015.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Steven F. Vozzo
Regional Supervisor
By Authority of the Environmental Management Commission
Air Permit No. 02935G08

ATTACHMENT to Permit No. 02935G0$, February 23, 201.5
Insignificant / Exempt Activities
j I -FUG. I 2Q .0102 (c)(2)(E)(i) No Yes
Sand and Agereaate Handling
1. Because an activity is. exempted from being required to have a permit or permit modification
does not mean that the activity is exempted from an applicable requirement or that the .owner
or operator of the source is exempted from demonstrating compliance with any applicable
requirement.
2. When applicable, emissions from stationary. source activities identified above shall be -
included in determining compliance with the permit requirements for toxic air pollutants
under 15A NCAC 2D ..1100 "Control of Toxic Air Pollutants" or 2Q .0711 "Emission Rates
Requiring a Permit."

Compliance Assurance Visit Checklist rev. s/05/16
Facility Name:
Physical Site Address: .
City: Zip Code: County:
Facility Contact: Title:
Phone No.:
Mailing Address:
Facility Contact Email Address:
Is the facility contact the person that you met? If not, fill out the following:
Contact Name: Title:
Phone No..
Mailing Address:
Email Address:
Safety requirements: safety shoes (yes/no) - safet es aring protection (yes/no) - hardhat (yes/no)
other (please describe):
Normal operating schedule (hr/d, d/wk, wk/yr): r i
Opacity (96) - indicate any non -zero opacities observed:
Odors - indicate if any objectionable odors were detected beyond the property boundary: r
Fugitive dust - indicate whether fugitive dust was observed leaving property boundary: � P'
Since last inspection, have there been any changes in equipment or rkoveration'?XThroughput and/or fuel usage with units: r►,���1w► -1�,1u t rt&IIJ-
Control device(s) (list): - t_ rI4.4.Xk L 62L4� y _
Properly operated and maintained?
For a permit exempt facility found to be improperly operating or maintaining plant equipment: 1) provide compliance
assistance as a first option; 2) initiate enforcement action in egregious/repeat cases; 3) re-evaluate facility's emissions using a
more representative control efficiency/emission factor; 4) If re-evaluated actual emissions result in a classification/ registration
change, follow enforcement guidelines for operation withput a permit/registration; and 5) increase compliance visit frequency.
Permit Exemption:
• Actual emissions from the previous year(s) (and projected actual) of PM10, S02, NOx, VOCs, CO, HAPs, and TAPs
are each < 5 tpy and whose actual total aggregate of these emissions are < 10 tpy
• Can be subject to 40 CFR Part 63 (MACT or GACT) and 40 CFR Part 60 (NSPS)
• Cannot be subject to Rule 2Q .0315 (Synthetic Minor Facilities) or 2Q .0500 (Title V Procedures)
Registration:
• Actual aggregate emissions >= 5 tpy and < 25 tpy: PM10, CO, NOx, S02, VOCs, HAPs, and TAPs.
• Cannot meet permit exemption under 2Q .0102(d)
• Cannot be subject to Rule 2Q .0315 (Synthetic Minor Facilities) or 2Q .0500 (Title V Procedures)
• Cannot be subject to 40 CFR Part 63 (MACT) (Can be subject to 40 CFR Part 63 (GACT)}
• Cannot emit volatile organic compounds or nitrogen oxides if the facility is located in a nonattainment area
• Cannot be subject to 40 CFR Part 60 (NSPS) except for sources which are exempt under 2Q .0102 (g) or (h)

Boilers:
ID No.
#1
#2
#3
#4
Installed or last modified date
Size (mmBTU heat input)
Primary/backup fuel:
Fuel used (annual)
NSPS Subpart Dc subject?
1NSPS Subpart Dc boiler if >10 mmBtu/hr and <100 mmBtu/hr installed or modified after June 9, 1989.
Gas only Dc subject boilers: have they submitted initial notification (only requirement)? Yes / No / NA
Gas/fuel oil Dc subject boilers: records kept of each fuel type and startup notification for each fuel? Yes / No / NA
Fuel oil certification required for Dc subject boilers (0.5% max S content). Are copies kept? Yes / No / NA
If fuel oil Dc subject boiler > 30 mmBtu/hr, was opacity testing performed on schedule based on results?` Yes / No / NA
if VE=O% then done annually, <=S% done semiannually, <=10% done quarterly, >10% done every 45 days.
GACT 6J Gas Curtailment option claimed? Yes / No
If no, has a one-time energy assessment been performed.
Yes / No / NA
If no, are tune-ups being done biennially (25 months since last tune-up)? Yes / No / NA
If yes, are records kept for natural gas curtailment and testing less than 48 hours per year. Yes / No / NA
Generators:
ID No.
#1
#2
#3
#4
Engine type: emergency, peak shaving, or
non -emergency /process related.3
Size (hp and kW)
Fuel type
Manufacture date
Constructed (ordered) date
NSPS 41, 4J, or NESHAP 4Z subject:?
NSPS 41, 4J, or NESHAP 4Z req met?
If spark engine gas -only units) indicate
45RB, 4SLB, 2SRB, or 2SLB.
Control Device if non -emergency
Fuel oil cent (<15 ppm S) copies kept?
Hour meter reading:
'41 subject if Cl engine constructed (ordered) after 7/11/05 and manufactured after 4/1/06.
4J subject if SI engine constructed (ordered) after 6/12/06 and manufactured after 4/1/06.
4Z: existing constructed before 6/12/06 or new constructed on or after 6/12/06 (compliance shown with 41 or 4J compliance).
Emergency: <100 hr/yr non -emergency use allowed. No notifications required. Maintenance req: change oil/filter and
inspect hoses/belts every 500 hrs/annually & air cleaner every 1000 hrs/ann; gas units inspect spark plugs every 1000 hrs/ann.
Non -emergency: performance test, operating limitations, notifications, semiannual compliance reports, and maintenance:
Is unit used for demand response? If so, cannot be considered emergency use after 5/1/16.
Notes or calculation space:

Concrete Batch Plant:
Actual annual production (cy/yr):
Truck mix or Central mix plant?:
uc / Central Mix (circle one) Controls? Baghouse / Cyclone / None
Quarries:
Annual production (tpy):
Crushers: How many? Wet suppression?
Primary Y / N
Secondary Y / N
Tertiary Y / N
Screens: Y / N
Conveyer transfer pts: Y / N
Is facility NSPS Subpart 000 subject (manufactured after 8/31/83). Yes / No / NA
If subject, must have site map, updated equipment list with throughputs, and initial PM/opacity testing. Yes / No / NA
Asphalt_ Plant:
Type (Drum or Batch):
Annual production (tpy):
Fuel type:
Fabric filter (y or n)
Date constructed or modified:
Dryer rating (mmBtu/hr):
If after June 11, 1973 then subject to NSPS Subpart I and
RAP Crushing onsite?
Methods 5 and 9 testing required.
If yes, lump buster or crusher
If applicable, test date:
AC heater rating (mmBtu/hr)
Feed mills:
Indicate throughput (in tpy) for each:
Process:
tpY Process:
Unloading:
Bin Loading:
General (dump end)
'Load out (Shipping):
Railcar hopper bottom dump pit
Truck
Truck hopper bottom dump pit
Rail
Cleaning:
Hammermill:
Drying:
Cyclone
Column
Baghouse
Rack
Pellet Coolers: -
Internal operations:
Cyclone - std eff.
(belts, grain cleaner, head house,
Cyclone - high eff.
closed -loop system -w/o grain clean)
NESHAP Subpart 7D subject if operate a prepared feeds manufacturing facility that uses a material containing Cr or Mn.
If subject, how is compliance demonstrated?
Woodworking:
% each must total 100
Wood waste (tpy):
Planing
or
Sawing / chipping
Throughput (board ft/yr):
Rough sawing
Wet / dry wood?
Fine sawing
Ba'gfilter or cyclone?
Milling (& hog)
Molding
Sanding
Wood Kiln:
Throughput (board ft/yr):
Hardwood:
Softwood:
For softwood, circle one kiln type: steam heated, direct -fired suspension, or direct -fired kiln gasifier.

Facility Compliance Tracking Checklist revlud 11-03-2016
Calendar Year
Are calendar year emissions below exemption threshold? /0 Yes ❑ No
Annual Throughput (quantity of materials made or processedl
(i,a. concrete, asphalt, cotton, woodwaste generated, etc.)
Units (i.e. tons, pounds, bales, etc.)
Quantity of Natural Gas fe
Fuels No. 2fuel oil Sulfur Content gallons
Combusted: LPIG gallons
Woad
Link to NSP5 and NESHAP rule guidance:
hum//deo.nc.Aov/about/d ivlsions/air-o uallty/a Ir-quality-permits/specif Ic•aermit-con ditions-reAulatorv-au ide
NSPS Dc subject boilers:
Does fuel oil contain > D.S%sulfur?
0 Yes
C1 No
❑ N/A
Was report submitted semi-annually?
0 Yes
❑ No
0 N/A
Did you conduct timely opacity monitoring for>30mmBtu boilers on fuel oil?
0 Yes
0 No
0 N/A
Rock Quarries
Is updated equipment list and flow diagram an site?
❑ Yes
0 No
17 N/A
NSPS Subpart 000 - Quarry
Are crushers, conveyors, and screens In compliance with appropriate VE standard?
❑ Yes
❑ No
0 N/A
For affected sources, have monthly Inspections of spray nozzles been conducted ?
❑ Yes
❑ No
0 N/A
If required, have performance tests been conducted?
❑ Yes
0 No
0 N/A
NESHAP fil subject boilers:
Date of last biennial/5yrtune-up?
0 N/A
Comp))ance cert)ficabon on site?
0 Yes
0 No
0 NIA
NESHAP 4Z / NSPS 41 / NSPS 4.1 subject engines:
New emergency and non -emergency engines:
Certificate of Conformlty on site?
❑ Yes
❑ No
0 N/A
Does fuel oil contain > 0.0015% sulfur?
❑ Yes
❑ No
0 N/A
Existing emergency engines:
Date of last all change/analysis, belt/hose/filter/plugs inspection & maintenance?
❑ N/A
Number of hours run for non -emergency (IncIudes testing & maintenance)?
0 N/A
Existing non -emergency engines using a Diesel Oxidation Catalyst (DOC):
Date of last compliance source test?
❑ N/A
Notice of testing submitted 2 60 days prior to testing?
❑ Yes
0 No
0 N/A
Did source test show compliance?
0 Yes
❑ No
❑ N/A
Does fuel ell contain > 0.0015%sulfur?
❑ Yes
❑ No
❑ N/A
Is temperature continuously recorded and tracked as a 4 hour rolling average?
❑ Yes
❑ No
❑ NIA
Is pressure drop recorded monthly?
0 Yes
0 No
0 N/A
Facility -wide Applicability:
VIs1ble emissions >20%from any sources/devices?
0 Yes
❑ No
Any signs of dust leaving property w any complaints?
0 Yes
❑ No
MENNEMNIM
Any new sources or control devices added?
❑ Yes
0 No
Were they evaluated for permitting?
❑ Yes
0 No
Inspection & Maintenance on control devices?
❑ Yes
0 No
0 N/A
..The cheddist is being provided only as a guidance document. Complying with this cherkllst does not ensure
compliance with the regulations and
does not absolveyou from
ensuring your facilityiz in
compliance with all appropriate air quality regulations.

Seffz?e
Producer of Ready -Mixed Concrete Since 1965
January 17, 2017
North Carolina Department of
Environment and Natural Resources
225 Green St. Suite 714
Fayetteville, NC 28301-5043
Attn: Pam Vivian
Ref: Reilly Rd. Location
Dear Pam,
Per the requirements for Permit #02935G08 for the 1081 S. Reilly Rd, Fayetteville NC
listed below is the monthly production as well as annual production for 2016.
January 2943.75
February 3089.00
March
5084.50
April
5939.75
May
5401.00
June
5693.03
July
3121.786
August
4921.50
September
3448,50
October
5841.00
November
4342.50
December
2551.25
Annual Total 52377.57
The minimum distance to the property line is 200 feet.
Please feel free to call if there is anything else that you may require or need.
S
it Director
130 Builders Blvd, - P0, Drawer 1867 - Fayetteville, NC 28302
800-542-1252 - 910-483-0396 - Office Fax [phone] - E-mall; cscQconcreteservice, com

concrete sere Compaq, Inc
Producer of Ready -Mixed Concrete Since 1965
January 7, 2016
North Carolina Department of
Environment and Natural Resources
225 Green St. Suite 714
Fayetteville, NC 28301-5043
Attn: Pam Vivian
Ref: Reilly Rd. Location
Dear Pam,
Per the requirements for Permit 402935G08 for the 1081 S. Reilly Rd, Fayetteville NC
listed below is the monthly production as well as annual production for 2015.
January 3571.5
February 2910.75
March
4220
April
5102
May
5419.5
June
5099.25
July
6700.5
August
6951.25
September
4043
October
4380.25
November
2543.75
December
2837.25
Annual Total 53779.0
The minimum distance to the property line is 200 feet.
Piease feel free to call if there is anything else that you may require or need.
Since ely,
Winifred Jenkins
HR/Safety/Environmental Director
130 Builders Blvd. - P.O. Drawer 1867 - Fayetteville, NC 28302
800-542-1252 - 910-483-0396 - Office Fax [phone] - E-mail: csc@concreteservice,com

NORTH CAROLINA DIVISION OF
AIR QUALITY
Inspection Report
Date: 11/03/2015
Facility Data
Concrete Service Co Plant No 2 - Reilly
1081 South Reilly Road
Fayetteville, NC 28314
Lat: 35d 3:2052m Long: 79d 1.2045m
SIC: 3273 / Ready -Mixed Concrete
NAICS: 32732 / Ready -Mix Concrete Manufacturing
Facility Contact
Winnie Jenkins
HR/Safety Director
[phone]
Contact Data
Authorized Contact
Richard Allen, Jr.
President
[phone]
Fayetteville Regional Office
Concrete Service Co Plant No 2 - Reilly
NC Facility ID 2600091
County/FIPS: Cumberland/051
Permit Data
Permit 02935 / G08
Issued 2/23/2015
Expires 1/31/2023
Classification Small
Permit Status Active
Current Permit Application(s) None
Technical Contact I Sip
Winnie Jenkins
HR/Safety Director
[phone]
Program Applicability
Compliance Data
Comments:
Inspection Hate 10/22/2015
' Inspector's Name Pam Vivian
Inspector's Signature: f4gvc yam`- Operating Status Operating
Compliance Code Compliance - inspection
f Action Code FCE
Date of Signature: $1 /3 ! Zm �,� On -Site Inspection Result Compliance
Tntal Actual emissinns in TONS/VEAR:
TSP
S02
NOX
VOC
CO
PM10
* HAP
2013
1.12
---
---
---
---
0.5400
0.3072
2009
7.13
---
---
---
---
2.14
0,6141
Five Year Violation History: None
Date T Letter Tyne Rule Violated
Performed Stack Tests since last FCE: None
Date Test Results Test Method(s)
1) Directions:
From FRO travel to Reilly Rd and turn left; facility is on the left.
2) Safety Equipment:
* Hip -hest HAP Emitted
Violation Resolution Date
Source(s) Tested

Standard DAQ FRO safety gear. Be aware of moving equipment and overhead conveyors when
operating.
3) Process/Facility Description:
Concrete Services — Reilly Plant, produces concrete for commercial and residential customers. Fine
(sand) and coarse (gravel) aggregates are belt conveyed to one of three large vertical storage silos. As
needed, the sand and gravel are belt conveyed to a three -bin storage weigh hoppers. During a truck mix,
the aggregate is separately belt conveyed to the mix truck. Cement and fly ash are pneumatically
conveyed into separate silos and when needed, gravity fed into the truck mix weigh hopper and mixed
with the other aggregates, to include water throughout the entire mix process. The truck mix is equipped
with a telescopic funnel that can be inserted in trucks that cannot fit close up to the mix area. Most
facility trucks closely fit but some require the funnel insert.
4) Eauipment List:
Permitted Sources:
• One Concrete batch plant, with max production rate of 120 cydslhr and a fabric filter air pollution
control system(s) installed on all sources (Total filtration area =1,507 square feet).
• One (1) cement mixing weigh hopper and truck loading operation; (Not Operating)
• Silos for cement and fly ash storage. (Observed cement silo fill with zero opacity)
Note: Current production rate is —50 to 60 cydslhr
FUG - Sand and Aeereante Handline 1120 .0102 (c)(2)(E)(i) 11 Yes II Yes
5) Inspection Summary:
a) On 22 October 2015, I, Pam Vivian of DAQ FRO, arrived at the facility and met with Winnie Jenkins,
IIRISafety Director and Jason Schark, Plant Supervisor. Mr. Schark stated that no batch mixes are
scheduled. Ms. Jenkins reviewed the FACFINDER and provided the I&M log which contained the
current air permit. She also provided a print out of the 2015 throughputs as of this inspection. Mr.
Schark stated there had been no malfunctions that created excessive emissions and no complaints had
been received from area residents.
b) We went outside to observe the cement tanker truck load the silo. I positioned myself to observe for
opacity. After about 10 minutes zero opacity was observed. I went to the tanker and observed a 12 psi
reading from the pressure gauge.
c) Adjacent to the truck mix area is a slump station that contains recycled waste water. Water from this
station is pumped into a slurry bin, which is recycled back in a truck mix. This system is cleaned twice
each week and the waste water from it is recycled back into the system.
d) I observed the 11- spray nozzle wash area used to rinse the entire mix trucks of any substrate that might
spill during a concrete load out. It only uses clean water to prevent the nozzles from r logging, and the
runoff is also recycled. Although not operating, Mr. Schark said it reduces fugitive emissions and
potential liability during truck mix transports. The nozzles are cleaned when a clog develops. The entire
plant grounds are concrete which prevents fugitive emissions during vehicle movements.
e) Mr. Schark took us to the dump pit where sand and aggregate are added by a front-end loader into an
auger system which transports each to an enclosed belt conveyor at a 65 degrees slope to load the
aggregate silos. This belt system maneuvers on a concrete arched pad to shuttle to either of three silos.
The aggregate silo (far left) can hold 400 tons, the sand silo (far right) can hold 78 tons, and the middle

silo is divided and can hold 78/57 tons (aggregate/sand). These silos are equipped with overhead cameras
that are viewed by the plant operator to observe when more aggregate is needed.
f) At the front property adjacent to Reilly Rd, concrete barricades enclose huge aggregate piles for facility
needs. An opening allows access for vehicles. As the aggregate silos need replenishing, this material is
moved to the dump pit area. I did not observe any dust accumulations on surrounding vegetation,
entrance road access, or at the property boundaries.
Throe h uts.
Employees
10 employees
Operating Hours
Mon — Sat — with swing shifts; generally 24/6
Customer demands).
Production, cyds
2015 — 47,291 (as of this inspection); 2014
60,736; 2013 - 55,280; 2012 — 55,721;
2011 — 50,000
6) Permit Stipulations:
A.2 2D .0202 — Permit Renewal and Emission Inventory Requirement — At least 90 days prior to the
expiration date of this permit, the Permittee shall submit the permit renewal and emission inventory.
APPEARED IN COMPLIANCE — The last permit application with inventory was received on time 28
January 2015.
A.3 2D .0515 `Particulates from Miscellaneous Industrial Processes.' — particulate matter emissions
from the emission sources shall not exceed allowable emission rates.
APPEARED IN COMPLIANCE — Compliance was determined during last permit review based -on
facility operating as permitted for particulate control. Sources are still operated in the same manner.
AA 2D .0521 `Visible Emission Control' - Visible emissions from the facility, manufactured after 1 July
1971 shall not exceed 20% opacity.
APPEARED IN COMPLIANCE — I observed a cement silo fill with zero opacity. I did not observe a
truck mix during this inspection.
A.5 2D .0535 "Notification Requirement," - Facility is required to notify the DAQ of excess emissions
that last for more than four hours.
APPERARED IN COMPLIANCE — Mr. Schark stated there have been no occurrences of excessive
emissions since the last inspection.
A.6 2D .0540 `Fu itive Dust Control' — The Permittee shall not allow fugitive non -process dust
emissions to contribute to substantive complaints.
APPEARED IN COMPLIANCE — Concrete Services has concreted all roadways and loading pads on
the site to reduce dust and allow easier cleanup. I did not observe fugitive dust leaving the property
boundaries. Mr. Schark stated the facility has not received complaints from area residents.
A.7 2D .0611 `Fabric Filter' — The Perrnittee shall record bag filter inspections and maintenance in a
logbook.
APPEARED IN COMPLIANCE — The IN log indicated the last annual inspection was performed 18
September 2015 and all bag filters were replaced. An inspection on 14 January 2015 indicated a valve
was replaced as well. Monthly inspections are logged and contain I&M for general repairs and overall
equipment updates. Mr. Schark primarily performs these inspections and maintains the log book as his
initials indicate.

A.8 2D .1104 `Toxic Air Pollutant Control' — arsenic emissions cannot exceed the acceptable ambient
level; the maximum concrete production is a function of the weigh hopper distance to the closest property
line; records be kept of the monthly and annual concrete production; maximum hourly throughput must
' not exceed 138 cubic yards per hour; an annual report shall be submitted to this office by 1 March of each
year and contain monthly and annual concrete production and the truck mix distance from the closest
property line.
APPEARED IN COMPLIANCE — The facility did not exceed the AAL by keeping the maximum
annual and maximum hourly concrete production below the permitted limits with actual per year concrete
P production and actual maximum hourly rate in 2014 respectively, 60,736 cyds and 60 cyds/hr.
A-9 2 .0310 `General Permit' — Permittee must only operate permitted emission sources; be located in
s a rule listed county; maximum hourly throughput not exceed 138 cyds/hr; maximum concrete production
i rate must be in relation to minimum property distance to the weigh hopper.
APPEARED IN COMPLIANCE — This facility operates permitted emission sources, located in
Cumberland County, has a maximum hourly throughput of 120 cyds/hr, a minimum distance to property
line of 200 ft, and had an annual production less than 150,000 cyds of concrete in 2014.
A.10 20.0711 `Toxic Air Pollutant Emission Limitations' -- The Permittee shall limit toxic air
pollutant (TAPS) emissions to less than the TPERs as listed in the permit.
APPEARED IN COMPLIANCE — The facility annual production rate in CY 2014 was 60,736 cyds,
less than the maximum annual production rate limit of 150,000 cyds, demonstrating T.PERs were not
exceeded
7) 112r Status:
This facility neither uses nor stores chemical compounds that require a written risk management plan
under the Clean Air Act, Section I I2R.
8) Non -Compliance History since 2010:
• 18 March 2010.- NOV — operating a source without a permit.
9) Comments/Compliance Statement:
Concrete Services — Reilly Plant, appears to be well operated, maintained, and in compliance with its
current air permit.
Pink Sheet Comments:
None
/pcv
I
t
y
I
_
a

- ■_ At
STORMWATIER
January 23, 2017
Mrs. Winnie Jenkins
Concrete Services Inc.
130 Builders Blvd.
Fayetteville, NC 28314
Dear Mrs. Jenkins:
On January 17, 2017 a site inspection was conducted for compliance with your facility for
NPDES Stormwater Discharge Permit, NCG140000. This facility located 1081 S. Reilly Road in
Fayetteville, NC. This facility drains into an unknown tributary of Bones Creek in the Cape Fear
River Basin. A copy of the Compliance Inspection Report is attached for your review and
records.
At the time of Inspection, this facility was found to be in compliance with your permitted
Certificate of Coverage. I would like to thank you and your staff for the time and assistance In
conducting this inspection. If there are any questions regarding this report, please contact me
directly at [phone].
T
Danny St klar
Stormwater Inspector
City of Fayetteville
Attachment: Copy of Compliance Inspection Report
cc, Mike Lawyer, NC Division of Energy, Mineral and Land Resources (e-mail)
TWlia Josey, Stormwater Administrative Assistant
433 Flay Street Fayetteville, NC 28301-5537
[phone] 1 www.fayettevillenc.gov I www.faytv7.com
The City of Fayette+viito, North Carolina dom not discriminate on the basis of rare, sex, sexual orlenitation, color, age, nationnl origin,
religion, or disability in its employment opportunities, prograins, services, or activities.

Stormwater Facility Inspection Report/Checkilst
Facility Name:
Concrete Services Company
Reilly Road
Inspection Type:
Compliance
P
NCG 140386
Permit No.:
NCSO
Permit Effective
7/1111
Date (if applicable):
Not Applicable
Permit Statue
Active
(if not currently permitted):
Inspection
1/17117
Discharges to:
UT to Bones Creek
Date;
Facility Personnel
Inspector(s):
Danny Strickland
Assisting with
Winnie Jenkins
Inspection
910-323-9198
(Name/Phone Number):
Entry Time;
10:00am
Exit Time:
10:30am
SIC Code:
3273
Facility Hours of
8-5
Operation:
Facility Description: Ready Mix Concrete SW Discharge
File RevlewlHistory:
Inspection Summary: During my inspection I made observations of the facility and Stormwater outfalls. The
facility was clean and neat in appearance.
Page 1 of 6 Rev. 0

Stormwater Facility Inspection Report/Checklist
This form is a procedural guide for Inspectors to follow when conducting facility stormwater compliance Inspections.
Page 2 of 6 Rev. 0

Stormwater Facility Inspection Repo rtiChecklist
1. Site Inspection
Were dettciencies observed with the following items?
(Inspector should comment on violatrons/defrclencl©s observed)
Yes
Na
NA
Repeat
Finding
1. Stormwater System: catch basins, open ditches, channels, pipes, outfalls, etc.
❑
®
❑
❑
Comments:
2. Erosion lssuos
❑
®
❑
❑
Comments:
3. Structural Stormwater BMPs
❑
®
❑
❑
Comments:
4. Illicit Discharges 1 Connections
❑ ®
❑ ❑
Comments:
5. Aboveground Storage Tanks (ASTs): List size, material type, and it secondary ❑ ®
containment is provided
❑
❑
Comments:
6. Underground Storage Tank (UST) Fill Port Area
-----------------
❑ to I ®
❑
Comments:
7. Outdoor Material Storage Area(s)
❑
®
❑
❑
Comments:
8, Outdoor Processing Area(s) ❑
®
❑ ❑
Comments:
9. Loading/Unloading Area(s)
❑ ®
❑
❑
Comments:
10. Vehicle/Equipmont Area(s): fueling, washing, maintenance, storage
❑
®
❑
❑
Comments:
11. OiiNVater Separator! Pretreatment
❑
❑® ❑
Comments:
12. Waste Storage 1 Disposal Area(s): scrap metal, dumpsters, grease bins, etc.
❑
El El
Comments:
13. Food Service Area(:) _ _❑
❑
® ❑
Comments:
14, Indoor Material Storage Area(s)
[=0
®
❑
Comments:
15. Indoor Procossing Area(s)� ��_.... El. ❑ ® ❑
Comments:
Page 3 of 6 Rev. 0

Stormwater Facility Inspectlon Report/Checklist
L Site Inspection (continued) Yes
No
NA
Repeat
Findin
16. Floor drains — illicit connections ❑
®
❑
❑
Comments;
17. Spill Response Equipment ❑ ®
=13
❑
Comments:
IL Stormwater Pollution Prevention Plan
Does the site have a Stormwater Pollution Prevention Plan (SPPP)?
Z
❑ ❑
❑
if the site has a SPPP then cam fete uesttons in Sections H and Ill.
1. Does the Plan include a General Location (USGS) map?
®
❑
❑
❑
Facility location in relation to roads and surface waters. Includes: name of receiving stream or name of municipal storm sewer
system, and accurate lat. and long. of point of discharge.
2. Does the Plan include a "Narrative Description of Practices"?
®
❑ ❑ ❑
Should cover storage practices, loading and unloading areas, outdoor process areas, dust or particulate generating or control
processes, waste disposal practices, etc.
3. Does the Plan Include a detailed site. map including outfall locations and drainage
®
❑
❑
areas?
Shorts# show
• Location of industrial activities (storage areas, disposal areas, process areas, unloading and loading areas)
• The drainage structures
• Drainage areas for each outfall and activities occurring in the drainage area
• Building locations
• Existing BIVIPs and Impervious surfaces and the % of each drainage area that is impervious
For each outfail, a narrative description of the potential pollutants which could be expected to be present In the
stormwater discharge. '
This forces permittee to analyze the site with relation to stormwater discharges. It Is also a tool for the inspector to understand
if the site has changed over time, I.e. If site map does not match facility they must update their plan.
4. Does the Plan include a list of significant spills occurring during the past 3 years?
❑
❑ I
❑
Needs to include corrective actions that were taken. The permlttee needs to know what the reportable quantities are for
wastewater, oil pollution, and SARA Title Ill.
5. Have Stormwater outfalls been evaluated for the presence of non-Stormwater
® ❑
❑
❑
discharges?
Signature required:
• Corporation - signed by Responsible Corporate Officer or assigned manager
• Partnership or Sole Proprietorship -- General Partner or the Proprietor
Municipality, State, Federal, or other public agency -- either principal executive officer or ranking elected official
6. Has tho facility evaluated feasible alternatives to current practices? ® ❑
❑
❑
• Provide a review of the technical and economic feasibility of changing the methods of operations and/or storage
practices to eliminate or reduce exposure of materials and processes to stormwater.
• In areas where elimination of exposure is not practical, the stormwater management plan shall document the feasibility
of diverting the stormwater runoff away from areas of potential contamination.
7. Does the facility provide all necessary secondary containment? 0
❑ 1
❑ 1 ❑
• Applies to liquid raw materials, manufactured products, waste materials, or by-products
• Single AST capacity > 660 gallons
• Multiple AS containers In close proximity to each other with a total combined capacity of > 1.320
Page 4 of 6 Rev. 0

Stormwater Facility Inspection Repo rtlCheicklist
IL Stormwater Polludon Prevention Plan (continued)
Yes
No
NA
Repeat
Flndin
• If connected to SW conveyance; controlled by manually activated valves or other similar devices? (Closed?)
• Collected water observed for color, foam, outfall stalning, visible sheens, and dry weather flow prior to release
• Document individual making observation, description of water, date, and time of release
Retain record 5 yriars
B. Does the Plan includo a BMP summary?
®
❑ ❑
❑
Narrative description of BMPs to be considered including oil and grease separation, debris controf, vegetative filter strips,
Infiltration and Stormwater detention or retention, where necessary.
The need for structural BMPs shall be based on the assessment of potential sources to contribute significant quantities of
pollutants to stormwater discharges and data collected through monitoring of stormwater discharges.
9. Does the Plan Include a Spill Prevention and Response Plan (SPRP)?
®
I ❑
❑
❑
• Assessment of potential pollutant sources based on materials inventory of the facility
Facility personnel responsible for implementing the SPRP shall be identified
Responsible person shall be on -site at all times during facility operations that have the potential to contaminate
starmwater runoff through spills or exposure of materials associated with the facility operations.
10, Does the Plan include a Preventative Maintenance and Good Housekeeping
To
❑
❑
❑
Plan?
_11Document schedules of inspections and maintenance activities of stormwater control systems, plant equipment and
systems
Inspect material handling areas
• Regular cleaning schedules of these areas
11. Does the facility provide and document Employee Training?
®
❑
❑
❑
Provide at a minimum, annual training for all personnel including: proper spill response, cleanup procedures,
preventative maintenance activities for all personnel Involved in any of the facility's operations that have the
potential to contaminate stormwater runoff
Develop training schedule and identify facility personnel responsible for Implementing the training
12. Does the Plan include a list of Responsible Parties? I
®
I ❑
1 ❑
❑
Identify position responsible for the overall coordination, development, implementation, and revision of the SPPP
13. Is the Plan reviewed and updated annually?
®
❑
❑
❑
Have there been any changes to the design, construction, operation, or maintenance of the facility, which would have a
significant effect on the potential for the discharge of pollutants to surface waters? Does plan Include changes?
14. Does the Plan includo a Stormwater Facility Inspection Program?
® ❑ ❑
❑
• Inspect semi-annuaity at a minimum - once in Fall and once in Spring
Inspection and subsequent maintenance activities performed shall be documented
o Rocord date and time
o Individual performing inspection
o Narrative description of the stormwater outfall and plant equipment and systems
• Records should be incorporated into the SPPP
Stormwater Pollutlon Prevention Plan Comments:
Page 5 of 6 Rev. 0

Stormwater Facility Inspection Repo rtlChecklist
III. Qualitative and Analytical Monitoring
Yes
No
NA
Repeat
Flndln
1. Has the facility conducted its Qualitative Monitoring semi-annually?
®
❑
_
❑
❑
Color Odor Clarity Floating Solids
Suspended solids Foam Oil Sheen Other indicators
2. Has the facility conducted its Analytical Monitoring?
®
❑
❑
❑
3. Has the facility conducted its Analytical Monitoring from Vehicle Maintenance
El
El
®
Elareas?
Qualitative and Analytical Monitoring Comments:
IV Permit and Outfalls
1. Is a copy of the Permit and the Certificate of Coverage available at the site?
®
❑
❑
❑
2. Were all outfalls observed during the inspection?
®
❑
❑
❑
3. If the facirdy has representative'outfall status, has It been documented by the NC
Division of Water Quality?
4. If the facility has a No -Exposure Certificate, has the facility self -inspected and
documented this on an annual basis?
❑
El
N
El
Permit and Outfalls Comments:
Page 6 of 6 Rev. 0

Georgoulias, Bethany
From: Georgoulias, Bethany
Sent: Tuesday, July 05, 2016 9:22 AM
To: [e-mail]'
Subject: NPDES NCG140000 General Permit renewed on July 1
Dear Permit Contact:
Thank you for submitting the permit renewal request (received on 06/27/2016 - 1:56pm) for Permit COC No.
NCG140386. The NCG140000 General Permit has been reissued with no changes for one year, effective Friday, July 1,
2016. As we stated in our letter from May 31", we will not issue you a new Certificate of Coverage until next year,
when the General Permit is revised. However, the cover page of the permit has been revised to reflect new effective
dates.
For your records, you may print a copy of the new General Permit cover page from our website (in the NPDES Industrial
SW section; General Permits). Or, you can go to this NCG14 Renewals Map and search for your permit. The "More Info"
link next the General Permit field in the pop-up box has been revised with the new permit. You only need to print the
cover page that reflects the new dates for your records. Please continue to use the same data monitoring forms (DMR).
As a reminder, if there has been a company ownership change, or if the Owner Affiliation needs to be updated, you
must submit the appropriate signed form to DEMLR's Stormwater Program. Please contact us if you need one of those
forms or have any other questions.
Sincerely,
The Stormwater Program
Bethany Georgoulias
Environmental Engineer
Stormwater Permitting Program, Division of Energy, Mineral, and Land Resources
N.C. Department of Environmental Quality
919 807 6372 office
bcthan +L�,,coi-goulias@ncdenr.�,ov
1612 Mail Service Center, Raleigh, NC 27699-1612 (mailing)
512 N. Salisbury Street, Raleigh, NC 27604 (location)
Website: http://portal.ncdenr.org/web/ir/stormwater
32

Georgoulias, Bethany
From: Georgoulias, Bethany
Sent: Tuesday, July 05, 2016 9:22 AM
To: '[e-mail]'
Subject: NPDES NCG140000 General Permit renewed on July 1
Dear Permit Contact:
Thank you for submitting the permit renewal request (received on 06/27/2016 - 1:S6pm) for Permit COC No.
NCG140386. The NCG140000 General Permit has been reissued with no changes for one year, effective Friday, July 1,
2016. As we stated in our letter from May 3151, we will not issue you a new Certificate of Coverage until next year,
when the General Permit is revised. However, the cover page of the permit has been revised to reflect new effective
dates.
For your records, you may print a copy of the new General Permit cover page from our website (in the NPDES Industrial
SW section, General Permits). Or, you can go to this NCG14 Renewals Map and search for your permit. The "More Info"
link next the General Permit field in the pop-up box has been revised with the new permit. You only need to print the
cover page that reflects the new dates for your records. Please continue to use the same data monitoring forms (DMR).
As a reminder, if there has been a company ownership change, or if the Owner Affiliation needs to be updated, you
must submit the appropriate signed form to DEMLR's Stormwater Program. Please contact us if you need one of those
forms or have any other questions.
Sincerely,
The Stormwater Program
Bethany Georgoulias
Environmental Engineer
Stormwater Permitting Prograrn, Division of Energy, Mineral, and Land Resources
N.C. Department of Environmental Quality
919 807 6372 office
bethan . ,,eor�quli,[e-mail]
1612 Mail Service Center, Raleigh, NC 27699-1612 (mailing)
512 N. Salisbury Street, Raleigh, NC 27604 (location)
Website: http://12ortal.ncdetir.org/web/Ir/,stormwater
32

City o� f s
Engineering & Infrastructure
Stormwater Division
December 21, 2015
Mrs. Winnie Jenkins
Concrete Services Inc.
130 Builders Blvd.
Fayetteville, NC 28314
Dear Mrs. Jenkins:
433 Hay Street
Fayetteville, NC 28301-5537
[phone]
www.cityoffayetteville.org
On December 14, 2015, a site inspection was conducted for compliance with your facility for
NPDES Stormwater Discharge Permit, NCG140000. This facility located 1081 S. Reilly Road in
Fayetteville NC drains into an unknown tributary of Cumberland Creek in the Cape Fear River
Basin. A copy of the Compliance Inspection Report is attached for your review and records.
At the time of inspection, this facility was found to be in compliance with your permitted
Certificate of Coverage. I would like to thank you and your staff for the time and assistance in
conducting this inspection. If there are any questions regarding this report, please contact me
directly at [phone],
Tha ;
4
ann Strickland
y.
Stormwater Inspector
City of Fayetteville
Attachment: Copy of Compliance Inspection Report
cc: Mike Lawyer, NC Division of Energy, Mineral and Land Resources (e-mail)
Twila Josey, Stormwater Administrative Assistant
3, try
The City of fayatteville, North Carolina does nut discriminate an the basis of race, sex, color, age, national origin,
religion, or disability in its employment opporhinities, programs, suvittus, or activities.

Stormwater Facility Inspection Report/Checklist
Facility Name:
Concrete Services Company
Reilly Road
Inspection Type:
Com liance
P
NCG140386
'Permit No.:
NCSD
Permit Effective
711111
Date (if applicable):
Not Applicable ❑
Permit Status
Active
(If not currently permitted):
Inspection
12/14/15
Discharges to:
UT to Bones Creek
Date:
Facility Personnel
Inspectors):
Danny Strickland
Assisting with
Wlnnie Jenkins
Inspection
910-323-9198
(Name/Phone Number):
Entry Time:
10:OOarn
Exit Time:
10:30am
SIC Code:
3273
Facility Hours of
$-5
Operation:
Facility Description: Ready Mix Concrete SW Dishcharge
File Review/History:
Inspection Summary:
This form Is a procedural guide for Inspectors to follow when conducting facility stormwater compliance Inspections.
Page 1 of 5 Rev. 0

Stormwater Facility Inspection ReportiCheckllst
1. Site Inspection
Were deficiencies observed with the following Items?
(inspector should comment on violalions/deirclencles observed)
Yes
No
NA
Repeat
Finding
1. Stormwater System: catch basins, open ditches, channels, pipes, outfalls, etc.
❑
®
❑
❑
Comments:
2. Erosion Issues ❑
®
❑ ❑
Comments:
3. Structural Stormwater BMPs
❑
®
❑
❑
Comments:
4. Illicit Discharges/ Connections
❑
®
❑
❑
Comments:
5. Aboveground Storage Tanks (ASTs): List size, material type, and if secondary
containment is provided
❑
® ❑
❑
Comments:
6. Underground Storage Tank (UST) Fill Port Area
❑ ❑
®
❑
Comments:
7. Outdoor Material Storage Area(s) ❑
®
❑ ❑
Comments:
S. Outdoor Processing Area(s)
❑
®
❑
=0
Comments:
9. LoadinglUnloading Area(s)
❑
®
❑
❑
Comments:
10. Vehicle/Equlpment Area(s): fueling, washing, maintenance, storage
❑
®
❑
❑
Comments:
11. Ofl/Watar Separator 1 Pretreatment ❑
❑ ® ❑
Comments:
12. Waste Storage 1 Disposal Area(s): scrap metal, dumpsters, grease bins, etc_
❑
®
❑
❑
Comments:
13. Food Service Area(s)
❑ 1
❑ 1
® I
❑
Comments:
14. Indoor Material Storage Area(s)
❑ ❑
®
❑
Comments:
15. Indoor Processing Area(s)
❑ ❑
0 _
❑
Comments:
Page 2 of 5 Rev. 0

Stormwater Facility Inspection Report/Checklist
1. Site inspection (continued)
Yes
No
NA
Repeat
Findin
16, Floor drains— illicit connections
❑
®
❑
❑
Comments:
17. Spill Response Equipment
❑
®
❑
❑
Comments:
11. Stormwater Pollution Prevention Plan
Does the site have a Stormwater Pollution Prevention Plan (SPPP)?
®
❑
❑ ❑
If the site has a SPPP then comp lete uestlons In Sections II and III,
1. Does the Plan include a General Location (l1SGS) map?
®
❑
❑
❑
Facility location in relation to roads and surface waters. Includes: name of receiving stream or name of municipal storm sewer
system, and accurate lat. and long. of point of discharge.
2. Does the Plan include a "Narrative Description of Practices"?
❑ ❑
Should cover storage practices, loading and unloading areas, outdoor process areas, dust or particulate generating or control
processes, waste disposal practices, etc.
3. Does the Plan include a detailed site map including outfall locations and drainage
®
El
El
areas?
Should show
• Location of industrial activities (storage areas, disposal areas, process areas, unloading and loading areas)
• The drainage structures
• Drainage areas for each outfall and activities occurring in the drainage area
• Building locations
• Existing BMPs and impervious surfaces and the % of each drainage area that is impervious
• For each outfall, a narrative description of the potential pollutants which could be expected to be present in the
stormwater discharge.
This forces permittee to analyze the site with relation to stormwater discharges, It is also a tool for the inspector to understand
if the site has changed over time, i.e. if site map does not match facility they must update their plan.
4. Does the Plan include a list of significant spills occurring during the past 3 years? I
® I
❑ 1
❑ ❑
Needs to include corrective actions that were taken. The permittee needs to know what the reportable quantities are for
wastewater, oil pollution, and SARA Title I11.
5. Have stormwater oulfalls been evaluated for the presence of non-stormwater
®
❑
❑
❑
discharges?
Signature required:
• Corporation - signed by Responsible Corporate Officer or assigned manager
• Partnership or Sole Proprietorship — General Partner or the Proprietor
Municipality, State, Federal, or other public agency — either principal executive officer or ranking elected official
61 Has the facility evaluated feasible alternatives to current practices?
®
❑
❑
❑
• Provide a review of the technical and economic feasibility of changing the methods of operations and/or storage
practices to eliminate or reduce exposure of materials and processes to stormwater.
• In areas where elimination of exposure is not practical, the stormwater management plan shall document the feasibility
of diverting the stormwater runoff away from areas of potential contamination.
7. Does the facility provide all necessary secondary containment?
®
❑
❑
❑
• Applies to liquid raw materials, manufactured products, waste materials, or by-products
• Single AST capacity > 660 gallons
• Multiple AS containers in close proximity to each other with a total combined capacity of > 1,320
Page 3 of 5 Rev. 0

Stormwater Facility Inspection Report/Checklist
IL Stormwater Pollution Prevention Plan (continued) Yes No
NA Repeat
Finding
• If connected to SW conveyance; controlled by manually activated valves or other similar devices? (Closed?)
• Collected water observed for color, foam, outfall staining, visible sheens, and dry weather flow prior to release
• Document individual making observation, description of water, date, and time of release
Retain record 5 years
B, Does the Plan include a 8MP summary?
®
❑
❑
❑
Narrative description of BMPs to be considered including oil and grease separation, debris control, vegetative filter strips,
infiltration and Stormwater detention or retention, where necessary.
The need for structural BMPs shall be based on the assessment of potential sources to contribute significant quantities of
pollutants to stormwater discharges and data collected through monitoring of stormwater discharges.
9. Does the Plan include a Spill Prevention and Response Plan (SPRP)?
1 ®
1 ❑
❑
❑
• Assessment of potential pollutant sources based on materials inventory of the facility
• Facility personnel responsible for implementing the SPRP shall be identified
• Responsible person shall be on -site at all times during facility operations that have the potential to contaminate
stormwater runoff through spills or exposure of materials associated with the facility operations.
10. Does the Plan Include a Preventative Maintenance and Good Housekeeping
F[g
❑
El
ElPlan?
• Document schedules of inspections and maintenance activities of stormwater control systems, plant equipment and
systems
• Inspect material handling areas
• Regular cleaning schedules of these areas
11. Does the facility provide and document Employee Training? ® ❑
❑
❑
• Provide at a minimum, annual training for all personnel including: proper spill response, cleanup procedures,
preventative maintenance activities for all personnel Involved in any of the facility's operations that have the
potential to contaminate stormwater runoff
• Develop training schedule and Identify facility personnel responsible for implementing the training
12. Does the Plan include a list of Responsible Parties? I
® I
❑ I
❑
❑
Identify position responsible for the overall coordination, development, implementation, and revision of the SPPP
13. Is the Plan reviewed and updated annually? I
® I
❑ I
❑
❑
Have there been any changes to the design, construction, operation, or maintenance of the facility, which would have a
significant effect on the potential for the discharge of pollutants to surface waters? hoes plan include changes?
14. Does the Plan include a Stormwater Facility Inspection Program?
❑
❑
❑
• Inspect semi-annually at a minimum - once in Fall and once in Spring
• Inspection and subsequent maintenance activities performed shall be documented
a Record date and time
a Individual performing inspection
o Narrative description of the stormwater outfall and plant equipment and systems
• Records should be Incorporated into the SPPP
Stormwater Pollution Prevention Plan Comments:
Page 4 of 5 Rev. 0

♦J "
Stormwater Facility Inspection Report/Checklist
11L Qualitative and Analytical Monitoring
Yes
No
NA
Repeat
Finding__
1. Has the facility conducted its Qualitative Monitoring semi-annually?
®
I ❑ 1
❑
1 ❑
Color Odor Clarity Floating Solids
Suspended solids Foam Oil Sheen Other indicators
2. Has the facility conducted its Analytical Monitoring?
❑
❑
®
❑
3.- Has the facility conducted its Analytical Monitoring from Vehicle Maintenance
areas?
ElEl®
❑
Qualitative and Analytical Monitoring Comments:
I Perm it and Ou ffalls
1. is a copy of the Permit and the Certificate of Coverage available at the site?
IN
❑
❑
❑
2. Were all outfalls observed during the inspection?
®
❑
❑
❑
3. If the facility has representative outfall status, has it been documented by the NC
Division of Water Quality?
®
❑
❑
❑
4. If the facility has a No -Exposure Certificate, has the facility self -inspected and
documented this on an annual basis?
®
❑
❑
❑
Permit and Outfalls Comments:
Page 5 of 5
Rev. 0

Clf Oft taueb? &W-44
L
Engineering & infrastructure
Stormwater Division
November 20, 2014
Mrs. Winnie Jenkins
Concrete Services Inc.
1081 S. Reilly Road
Fayetteville, NC 28314
Dear Mrs. Jenkins:
Fayetteville, NC 28301-5537
(910) 4.33-1.613
www.cityoffayetteville.org
On November 19, 2014, a site inspection was conducted for compliance with your facility for
NPDES Stormwater Discharge Permit, NCG140000. This facility located 1081 S. Reilly Road in
Fayetteville NC drains into an unknown tributary of Cumberland Creek in the Cape Fear River
Basin. A copy of the Compliance Inspection Report is attached for your review and records.
At the time of inspection, this facility was found to be in compliance with your permitted
Certificate of Coverage. I would like to thank you and your staff for the time and assistance in
conducting this inspection. If there are any questions regarding this report, please contact me
directly at [phone],
Th k you,
Danny trickland
Stormwater Inspector
City of Fayetteville
Attachment: Copy of Compliance Inspection Report
CC" Mike Lawyer, NC Division of Energy, Mineral and Land Resources
Nikkia Benitez, Stormwater Administrative Assistant
u
,E
The City of Fayetteville, North Carolina does not discriminate on the basis of race, sex, color, age, national origin,
religion, or disability in its employment opporttinities, programs, services, or activities.

r .41
Trod
Permit #:�,(�1�O3$�_.itliecttve: Expiration: �_gm.;i0 Owner; ArIGn Sav1f
i
SIC; _ 7z Facility; �i1e v, [c C� �C,
Contact Person: U kf\i C- J',ksIN S -_ Title: _ ( ?< < Phone: 123 111Y --
Facility Address;.
inspection Date: j i� Q^�� - EntryMme: i7 9: pO 4^1 Exit T nie;
Primary Inspector: S�l �10.�'. Phpnet 4/0r
,
Reason for Inspection; A/t/�V '
�L _ lnspecfion Type: OM I AR�-
Perinit Inspection Type: +' —_ /J Cre te _ J [d�+� 1 G�i-�.✓ A►3 e.4v e j
Facility Status: Compliant [J Not Compliant
Question Areas:
Storm Water
Notes/Comments:
Qgrl L 12 ? 2 9'
339 ALEXANDER STREET
_F_AYETTEVILLE_, NC_29301-5797
(910) 433-166011661 1 FAX [phone]
www.cityaffayellevill a.ora
An Equal Opportunity Employrr

Permit: Owner —Facility:
inspection Date: tnspection Type: Reason for Visit: Routine
Stonn>YaterPalldonpm-c ionPien Yes No___, NAB
$ Does lire site bme a Storm�vater PonutionPrevenllon Pion? O ❑ ❑ ❑
# Does the Plan Include a General Location (USGS) nisp? - 2' 110 ❑
# Does the Plan include a "Narrative Description of Practices"? 111 ❑ ❑ ❑
# Does the Plan include a detailed site map including ouMll locations and drainage areas?
L"J ❑
❑
❑
# Does the Plan tnolude. a list of significant spills occurring during the past 3 years?
� ❑
❑
- ❑
# Has the facility evaluated feasible alternatives to current praotices?
❑
❑
❑
1� ❑
❑
❑
# Does the facility provide all necessary secondary containment?
0 Does the Plan include A BMP summary?
,--� /
U ❑
❑
❑
# Does the Plan Include a Spill Prevention and Response Plan (SPRP)7
F;�I ❑
❑
❑
# Docs the Alan include a Preventative Maintenance and Good Housekeeping P1an7
Lai ❑
❑
❑
# Does the facility provide and document Employee Training?
[2K ❑
❑
❑
# Does the Alan include a list of Responsible. Porty(s)?
011,10
❑
❑
# Is the Plan reviewed and updated annually?
0
❑
❑
# Does the Plan include n Stomnvater Pacility Inspection Program?
❑
❑
# Has the Stortmvater Pollution Prevention Pion been implemented?
LJ LJ
❑
❑
Comment:
Qttai Itative_l4"<o nitor In g
# Has the facility conducted its Qualitative Monitoring semi-armually7
�❑
❑
❑
Comment:. .. ...,,1...
❑ ❑
❑
❑
Avalytical Monitorine
# Has the facility conducted Its Analytical monitoring?
�E]
❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas?
❑ ❑
Permit and OwAlls
# is a copy of the Permit and the Certificate of Coverage available at the site?
❑
❑
it Wcrc all outfalls observed during the inspection?
� L_.l
❑
❑
---#-If the -facility has representadwoutfall-status; is'it'propctlj� dacumrnicd'Eijr t5c"Drvis[on7
# Has the facility evaluated all illicit (non storm water) discharges? IV ❑ ❑ ❑
Comments:

....,..'
Ca NR
North Carolina -Department of Environment and Natural Resources
Pat McCrory
Governor
September 2, 2014
Concrete Services, Inc.
Attn: Winnie Jenkins, MESH
1101 S. Reilly Road
Fayetteville, NC 28314
Subject: COMPLIANCE EVALUATION INSPECTION
Concrete Service Company, Inc.
Concrete Service Company, Certificate of Coverage-NCG140386
NPDES Stormwater General Permit-NCG140000
Cumberland County
Dear Ms, Jenkins:
John E. Skvarla, III
Secretary
On August 28, 2014, a site inspection was conducted for the Concrete Service Company facility located at
Reilly Road, Cumberland, North Carolina. A copy of the Compliance Inspection Report is enclosed for your
review. You were also present during the inspection and your time and assistance is greatly appreciated.
Permit coverage authorizes the discharge of stormwater from the facility to receiving waters designated as
an unnamed Tributary to Cumberland Creek, in the Cape Fear River Basin. The site visit and file review
revealed that the subject facility. is covered by NPDES Stormwater General Permit-NCG140000, Certificate
of Coverage-NCG140386.
As a result of the inspection, the facility was found to be in compliance with the conditions of the NCG140000
permit. Please refer to the enclosed Compliance Inspection Report for additional comments and
observations made during the inspection.
Please be advised that violations of the NPDES Stormwater General Permit are subject to a civil
penalty assessment of up to $25,000 per day for each violation. If you or your staff has any questions,
comments, or needs assistance with understanding any aspect of your permit, please contact me at (910)
433-3300 or by e-mail at [e-mail].
Sincerely,
C , 0'�. A
C. Diane Adams
Sr. Environmental Specialist
Enclosure
cc: FRO -- Land Quality Section, Stormwater Files-NCG140375
Division of Energy, Mineral, and Land Resources
Land Quality Section
Fayetteville Regional Office, 225 Green Street - Suite 714, Fayettevilb, North Carolina 28301
Phone: [phone] FAX: [phone] Intemet: h : ! nal.ncdenr.or /web/lr/
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

r
Compliance lnsipection Reoort
Permit: NCG140386 Effective: 07/01/11 Expiration: 06/30/16 Owner: Concrete Service Company tnc
SOC: Effective: Expiration: Facility: Concrete Service Company
County: Cumberland 1081 S Reilly Rd
Region: Fayetteville
Fayetteville NC 28314
Contact -Person: Lanny H Clark Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 08/28/2014
Primary Inspector: Carolyn D Adams
Secondary Inspector(s):
Entry Time: 12:45PM
Certificatlon:
Phone:
Exit Tlme: 01:05PM
Phone:
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Ready Mix Concrete Stormwater/Wastewater Discharge CqC
Facility Status: Compliant Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Page: 1

.,
r
Permit: NCG140386 Owner - Facility: Concrete Service Company Inc
Inspection Data: 08/28/2014 Inspection Typo: Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan
Yea No NA NE
Does the site have a Stormwater Pollution Prevention Plan?
❑ ❑ ❑
# Does the Plan include a General Location (USGS) map?
❑ ❑ ❑
# Does the Plan include a "Narrative Description of Practices"?
❑ ❑ ❑
# Does the Plan include a detailed site map Including outfall locations and drainage areas?
0 ❑ ❑ ❑
# Does the Plan include a list of significant splits occurring during the past 3 years?
❑ ❑ ❑
# Has the facility evaluated feasible alternatives to current practices?
N ❑ ❑ ❑
# Does the facility provide all necessary secondary containment?
❑ ❑ ❑
# Does the Plan include a BMP summary?
N ❑ ❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
❑ ❑ ❑
# Does the Plan Include a Preventative Maintenance and Good Housekeeping Plan?
E ❑ ❑ ❑
# Does the facility provide and document Employee Training?
■ ❑ ❑ ❑
# Does the Plan Include a list of Responsible Party(s)?
❑ ❑ ❑
# Is the Plan reviewed and updated annually?
❑ ❑ ❑
# Does the Plan include a Stormwater Facility inspection Program?
0 ❑ ❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented?
N ❑ ❑ ❑
Comment:
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? N ❑ ❑ ❑
Comment:
Anaixti_cal_Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? 0 110 ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ ❑
Comment:
Permit and Outfalls Yea No _NA_NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? ■ ❑ ❑ ❑
# Were all outfalIs observed during the inspection? N ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ❑
#. Has the facility evaluated all Illicit (non stormwater) discharges? 0 ❑ ❑ ❑
Comment:
Page: 3

Compliance Inspection Report
Permit: NCGI40386 Effective: 07/01/11 Expiration: 06/30/16 owner: Concrete Service Company Inc
SOC: Effective: Expiration: Facility: Concrete Service Company
County: Cumberland 10818 Reilly Rd
Region: Fayetteville
Fayetteville NC 28314
Contact Person: Lanny H Clark Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC;
Secondary ORC(s):
On -Site Repreaentative(s):
Related Permits:
Inspection Date: 08/28/2014
Primary Inspector: Carolyn D Adams
Secondary Inspector(s):
Certlflcatlon:
Phone:
Entry Time: 11:00AM Exit Time: 12:00PM
Phone:
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Ready Mix Concrete Stormwater/Wastewater Discharge COC
Facility Status: Compliant Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Page: 1

Permit: NCG140386 Owner • Facllity:Concrete Service Company Inc
Inspection Date: 08/2812014 Inspection Typo: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Page: 2

permit: NCG140386 Owner - Facility: Concrete Service Company Inc
Inspection Date: 08128/2014 Inspection Type: Compliance Evaluation Reason for Vlelt: Routine
Stormwater Pollutlon Prevention Plan
Yea No NA NE
Does the site have a Stormwater Pollution Prevention Plan?
❑ ❑ ❑ ❑
# Does the Plan include a General Location (USGS) map?
❑ ❑ ❑ ❑
# Does the Plan include a "Narrative Description of Practices"?
❑ ❑ ❑ ❑
# Does the Plan include a detailed site map Including outfall locations and drainage areas?
❑ ❑ ❑ ❑
# Does the Plan include a list of significant spills occurring during the past 3 years?
❑ ❑ ❑ ❑
# Has the facility evaluated feasible alternatives to current practices?
❑ ❑ ❑ ❑
# Does the facility provide all necessary secondary containment?
❑ ❑ ❑ ❑
# Does the Plan include a BMP summary?
❑ ❑ ❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
❑ ❑ [❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
❑ ❑ ❑ ❑
# Does the facility provide and document Employee Training?
❑ ❑ ❑ ❑
# Does the Plan include a list of Responsible Party(s)?
❑ ❑ ❑ ❑
# Is the Plan reviewed and updated annually?
❑ ❑ ❑ ❑
# hoes the Plan include a Stormwater Facility Inspection Program?
❑ ❑ ❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented?
❑ ❑ ❑ ❑
Comment:
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? ❑ 111111
Comment:
Analytical Monitoring Yes No_HA_N
Has the facility conducted its Analytical monitoring? ❑ ❑ ❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ ❑ ❑
Comment:
Permit and Outfalls Yea No _NA_Ni
# Is a copy of the Permit and the Certificate of Coverage available at the site? ❑ ❑ ❑ ❑
# Were all outfalls observed during the inspection? ❑ ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ❑ ❑
# Has the facility evaluated all illicit (non stormwater) discharges? ❑ ❑ ❑ ❑
Comment:
Page: 3

City Of aiettev&
Engineering; & Infrastructure
Stormwater Division
January 23, 2014
Mrs. Winnie Jenkins
Concrete Services Inc.
1101 S. Reilly Road
Fayetteville, NC 28314
Dear Mrs. Jenkins:
433 Hay Street
Fayetteville, NC 28301-5537
[phone]
www.cityoffayetteville.org
On January 21, 2014, a site inspection was conducted for compliance with your facility for
NPDES Stormwater Discharge Permit, NCG140000. This facility located 1101 S. Reilly Road in
Fayetteville NC drains into an unknown tributary of Cumberland Creek in the Cape Fear River
Basin. A copy of the Compliance Inspection Report is attached for your review and records.
At the time of inspection, this facility was found to be in compliance with your permitted
Certificate of Coverage. I would like to thank you and your staff for the time and assistance in
conducting this inspection. If there are any questions regarding this report, please contact me
directly at [phone].
Thank you,
Danny Strickland
Stormwater Inspector
City of Fayetteville
Attachment: Copy of Compliance Inspection Report
cc: Mike Lawyer, NC Division of Energy, Mineral and Land Resources
Nikkia Benitez, Stormwater Administrative Assistant
Michelle Foyer Stormwater Paralegal
® ;You
The City of Fayetteville, North Carotina does not discriminate on the basis of race, set, color, age, national origin,
religion, or, disability io its employment nppnrtunities, programs, services, or acti%h.ties.

Pertnit#; NCWgodgi) Effective: "1 t ll Expiration; is 30 14 Owner:
SICI 3, / 2 _ Facility: _ Can C v-K4 Sero'%
ContaetPerson; _Wtnn+s__e��c�nS _ Title; <
Phone-- u
Facility Address, -
Inspection Date: \ — al " 1 `I _ Entry Time: 0 Exit Time:
Primary Inspector: i f
Reason for Inspection: I1)(1Jq,Inspection Type:
Permit Inspection Typo: _t'o��racFe—
Fnelllty Status;
Question Areas:_
Storm Water
Compliant ❑ Not Compliant
339 ALEXANDER STREET
FAYETTEVILLE,__NC 28301.5797
(910) 433.166011661 • FAX [phone]
1v►vw.cityoffaye1leville.or8
An Equal Opportunily Employer

pennik owner— Facility:
Inspection Data: lnspeclloa 1j•pc: Reason for Visit: Routu+c
Slonm+ater PallutienPrayenilon rlauYes No NA NE
# Does the site have a Siormwater Pollution Prevention Plan? ❑ 1❑ ❑
# Does the Plan lteludo a General Location (ETHOS) reap? ❑ ❑ ❑
# Does the Plan include a "Narrative Description of Practices"? ❑ ❑ ❑
# Does the Plan Include a detalled site map Including outfall locations and drainage areas?
❑
❑
❑
# Does the Plan include a list of signiticaatt spills occurring during the past 3 years? 11 ° s�� lb
❑
❑
❑
❑
❑
❑
# Has the facility evaluated feasible alternatives to currettt practices?
1 ❑
❑
❑
# Does the facility provide all necessary secondary containment?
# Does the Plan include a BMP summary?
❑
��Ej
❑
El
# Does the Plan Include a Spill Prevention and Response Plan (SPRP)?
❑
❑
# Does the Plan Include a Preventative Maintenance and Oeod Housekeeping Plan?
U3,❑
❑
❑
# ]toes the facliity provide and document Employee Training?
11J ❑
❑
❑
# Does the Plan include a list of Responsible Party(s)?
❑
❑
❑
# Ts the Plan reviowed and updated annunlly�?
�❑
❑
❑
# Does the Plan include it Storntwater Pacility Inspection Program?
�❑
❑
❑
# Has the Stormwater Pollution Prevention Plan been implemented?
Ef ❑
❑
❑
Comment:
Qualitative Monlloring
# Has the facliity conducted its Qualilallve Monitoring senni-annually? A" + 3 r �13
�1 ❑
❑
❑
Commclit: No mogEtoTiitg records were on 1lalld when 1 conducted my Inspection.
❑ ❑
Malvtta Molnit4rina
9Flosthe facility condnctedIts Ana] ytiealmonitorhig? Amy+� L L•13t tMr rt~� fGa►+f a-'❑ ❑ ❑
# Has lira (bcil ity Conducted Its Analytical tilonitoring from Vehicle Maintenance areas? ❑ ❑ e ❑
t n I ttfn it
# Is a copy of the Permil and the Certifcate of Coverage available at the site? �[] ❑ ❑
# Were all outfalls observed during the Inspection? ❑ ❑ Cl ❑
# If the facility has represontative outfnll status, is it properly documented by the Division? ❑ ❑
# Has the facility, evaluated at[ Illicit (non storm water) discharges? ❑ ❑
Comments:

r
City of
Engineering & Infrastructure
Stormwater Division
[phone]
June 3, 2013
Ms. Winnie Jenkins
Safety/HR Manager
Concrete Services
130 Builders Boulevard
Fayetteville, NC 28301
Dear Ms. Jenkins:
433 Hay Street
Fayetteville, NC 28301-5537
www.cityoffayetteville.org
On May 3151, 2013, a site inspection was conducted for compliance with your Facility
located at 1081 South Reilly Road in Fayetteville, NC. This facility has a Stormwater Discharge
Permit under NPDES General Permit NCG140000 with Certificate of Coverage NCG140386.
Stormwater from this Facility drains into an unknown tributary of Cumberland Creek in the Cape
Fear River Basin. A copy of the Field Collection Report has been included for your review and
records. At the time of inspection, your Facility was found to be in compliance with the
conditions required for the Certificate of Coverage with NC Division of Water Quality (NCDWQ).
I would like to thank you and your staff for all assistance given at the time of inspection
and the effort given to comply with your Permit. If there are any questions regarding this letter
or the inspection itself, please contact me directly.
CITY OF FAYETTEVILLE
Dennis Miller, Fayetteville Stormwater
Ph # 910-433-1655
[e-mail]
D M/sd
Enclosure: Field Collection Report
cc: Mike Lawyer, NCDWQ
The City of Fayetteville, Noilh Carolina does not discriminate on the basis of race. sex, color. age, national origin,
mligiott, or disability in its employntent opportunities, programs. services. or activities.

Permit N:"NOW(P Effective: � , Pupiration: (�g �- 31 " 0413 Owner; _
SIC: ,, Wall ,,, _f _ Facility; 644(.rar- ;�Qrvt�_1N�
ContnetPerson: +�X1tc. tJkl�,lc Title: �AfAw 114R Phottc;
Facility Address; . 10 71 S
Inspection Date: v��36 — b l3 _. pertly Tln►e; Exit Time;
Prlmnty Inspector j � , 1-f .ems - _ Phone;
Reason for Inspection: M"a Inspection Type; qioA /
Permit Inspection Type: �fRAn�l� i(Y],"A C LJOJ( g— _S' r_M wak u' —0 is CL►Ar�r_
Facility Statlls: IM Colvpllant ❑ Not -Compliant
Question Arm.-_
storm Watch
Notes/Comments;
W ALEXANDER STREET
FAYETT_EVILLE, NC 2E301-5797
(910) 4433.)660/ 1661 - VAX [phone]
1v►vw cl:yorfayC11 OV1lle.oT g
An Equal opportunity Employer

Permit: Owner — Facility:
Inspection Data: lospeollon Typo:
Reason for Visit: Routlne
Stotnnvaler Pollution FM•cntw Plan
Ycs
No
NA
NE
# Does the Site have a Stormweter Pollution Proveollon Pion?
W
❑
❑
❑
# Does the Plan Include a Generol Location (US08) map? •
0
❑
❑
❑
In
❑
❑
❑
0 Does the Plan include a "Narrative Description ofPracifees"?
it Does the Plan Include a detalkd site map Inoluding outN tacatlons and drainage areas?
❑
❑
❑
N Does the Plan include a list ofsignilicant spills occurring during the past 3 years?
❑
❑
0
❑
M Has the he] lily evaluated feasible aiternatnres to currellt praotices?
�
❑
❑
❑
©
❑
❑
# Does tine Acility provide all necessary secornclnry containment?
H Does the Plan Include a BMP summary?
10
❑
❑
❑
P Does tine Plan include a Spill Prevention and Ruponse Plan (SPRP)? IN ❑ ❑ ❑
# Does the Plan Include a Preveotativa Maintenance and Good Housekeeping Plan?
IN
❑
❑
❑
# Does ilia facility provide and document Bmployce Training?
a
❑
❑
# noes Elie Plan include a list of Responsible Partjs)?
M
❑
❑
❑
# Is the Plan rcvie►ved and updated annualt i?
W
❑
❑
❑
# Does tho Plan include n Stormwator Facility Inspection Program?
N
❑
❑
❑
H Has the Slorai aterPollullon Prevention Plan been Implemented?
ON
❑
❑
❑
Comment:
0111tiligitygi Monitoring
It Has the faeillty conducted its Qualitative Monitoring semi•anuttsliy?
❑
❑
❑
Comment:.
❑
❑
❑
,&tWvtjvtl hionfloring
# Has the facility conducted its Anatslical monitoring?
IN
❑
❑
❑
# line ilia facility conducted IteMolytleal nnonitoring from Vehicle Maintenance areas?
❑
❑
®
❑
Pr,•HilIt And QuIfalls
# Is a copy of the Permit and the Certificate of Coverage avollable at the silo?
❑
❑
❑
# Were, all outfalls observed daring the Inspect Ion?
IN
❑
❑
❑
# if the facility has ropresenlativc oulfall status, is It properly doeumentcd by the Division?
❑
❑
®
❑
# Has the Ihctlity evaluated all Illicit (non storm water) discharges?
N
[]
❑
❑
Comments,

.1
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
March 10, 2011
Winnie Jenkins, MESH
Fay Block Materials Incorporated
130 Builders Boulevard
Fayetteville, NC 28302
SUBJECT: Compliance Evaluation Inspection
Concrete Service Company, Inc.
NPDES Stormwater General Permit NCG140000, COC No. NCG1.40386
Cumberland County
Dear Ms. Jenkins:
Enclosed please find a copy of the Compliance Evaluation Inspection report for the inspection
conducted January 25, 2011 for the subject facility. Your time and willingness to conduct a
thorough tour of the subject facility is greatly appreciated.
The inspection and file review revealed that the NPDES Stormwater General Permit and
associated Certificate of Coverage (COC) authorize discharges of wastewater and stormwater to
an Unnamed Tributary to Bear Creek, Class "C" Waters in the Cape Fear River Basin.
The following observations were noted during the inspection:
-The site was found to be very neat and well maintained,
-A.11 records were present and very neat and organized,
-No spills were recorded for site,
-SPPP plan was developed by outside consultant,
-There was some question as to the direction of storrriwater flow from the site. If not already
Performed, you are asked to investigate stormwater flow and proper sample point(s) for the
facility. You are asked to provide this information on or before April 1, 2011.
225 Green St, Suite 714, Fayetteville, NC 28301.5043
Phone: [phone] FAX: [phone]
Internet. www.ncwaterquality.ora
OnE
NofflhCarohna
Natumily
An Equal Opportunity } Affirmative Action Employer— 50% Recycled l 10%Post Consumer Paper

Ms. Jenkins
March 10, 2011
Page 2 of 2
If you have questions or comments pertaining to this report please do not Hesitate to contact me
at [phone].
Sincerely,
Paul E. Rawls
Environmental Program Consultant
HER/per
EnClosure: Inspection Report
cc: FRO Files, Mike Lawyer
DWQ WBS Compliance & Permits Unit, Nil;i Maher
DWQ Central files

Compliance Inspection Report
Permit: NCG140386 Effective: 08/01/09 Expiration: 06/30/11 Owner: Concrete Service Company Inc
SOC: Effective: Expiration: Facility: Concrete Service Company
County: Cumberland
Region: Fayetteville
w:e% r-,t e_`Te..k�
Contact Person: I'artnq-C-F
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
1081 S Reilly Rd
Fayetteville NC 28314
Title: Phone: [phone]+8
Gio,3;l3.q[gF
Certification:
Phone:
Inspection Date: 01125/2011 Entry Time: 08:00 AM Exit Time: 03:00 PM
Primary Inspector: Paul E Rawls Phone: [phone]•
Secondary Inspector(s): 41(0•43%'3300
&A Mike Lawyer Phone: [phone] E5-729
Reason for Inspection: Routine Inspection Type: Compliance Evaluation 332-1
Permit Inspection Type: Ready Mix Concrete StormwalerlWastewater Discharge
COC
Facility Status: ■ Compliant Q Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Page: 1

V
Permit: NCG140386 Owner - Facility: Concrete Service Company Inc
Inspection Date: 01125/2011 Inspection Type: Compliance Evaivalbn Reason for Visit; Routine
Inspection Summary:
The inspection and file review revealed that the NPIDES Stormwater General Permit and associated Certificate of
Coverage (COC) authorize discharges of wastewater and stormwater to an Unnamed Tributary to Bear Creek, Class "C"
Waters in the Cape Fear River Basin.
The following observations were noted during the inspection:
-The site was found to be very neat and well maintained,
-All records were present and very neat and organized,
-No spills were recorded for site,
-SPPP plan was developed by outside consultant,
-There was some question as to the direction of stormwater flow from the site. If not already
Performed, you are asked to investigate stormwater flow and proper sample point(s) for the
facility, You are asked to provide this information on or before April 1, 2011,
Page: 2

I
Permit: NCG140386 Owner • Facility: Concrete Service Company Inc
Inspection Date: 01125/2011 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan
Does the site have a Stormwater Pollution Prevention Plan?
# Does the Plan include a General Location (USGS) map?
# Does the Plan include a "Narrative Description of Practices"?
# Does the Plan include a detailed site map including outfall locations and drainage areas?
# Does the Plan include a list of significant spills occurring during the past 3 years?
# Has the facility evaluated feasible alternatives to current practices?
#Does the facility provide all necessary secondary containment?
# Does the Plan include a BMP summary?
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
# Does the facility provide and document Employee Training?
# Does the Plan include a list of Responsible Party(s)?
# Is the Plan reviewed and updated annually?
# Does the Plan include a Stormwater Facility Inspection Program?
Has the Stormwater Pollution Prevention Plan been implemented?
Comment:
Qualitative Monitoring
Has the facility conducted its Qualitative Monitoring semi-annually?
Comment:
Analytical Monitoring
Has the facility conducted its Analytical monitoring?
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas?
Comment: -No vehicle maintenace at this site.
-There was some question as to the direction of stormwater flow from the site. If not
already
performed, you are asked to investigate stormwater flow and proper sample point(s) for
the
facility_ You are asked to provide this information on or before April 1, 2011.
■D00
nn■n
■nnn
■nnn
■ ❑ 0 0
■0D0
■00D
■nnn
■nnn
■nnn
■nnn
■nnn
Yes No NA NE
■nnn
Yes No NA NE
■ Q Q Q
Dn■n
Page: 3

f;♦
I
Permit: NCG140386 Owner - Facility: Concrete Service Company Inc
Inspection Date: 01/2512011 Inspection Type: Compliance Evaluation
Permit and Outfalls
# Is a copy of the Permit and the Certificate of Coverage available at the site?
# Were all outfalls observed during the inspection?
# if the facility has representative outfall status, is it properly documented by the Division?
# Has the facility evaluated all illicit (non stormwater) discharges?
Comment:
Reason for Visit: Routine
Yes No NA NE
■nnn
■nnn
nn■n
■nnn
Page: 4

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
November 7, 2008
Mr. Richard R. Allen, Sr.
Concrete Service Company
PO Drawer 1867
Fayetteville, NC 28302
Subject: General Permit No. NCG140000
Concrete Service Company
COC No. NCG140386
Cumberland County
Dear Mr. Allen:
In accordance with your application for a discharge permit received on October 24, 2008,
we are forwarding herewith the subject certificate of coverage (COC) to discharge under the .
subject state — NPDES general permit. This permit is issued pursuant to the requirements of
North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North
Carolina and the US Environmental Protection Agency dated October 15, 2007 (or as
subsequently amended).
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Quality or
permits required by the Division of Land Resources, Coastal Area Management Act or any other
federal or local governmental permit that may be required.
An Authorization to Construct treatment facilities has been issued concurrently with
this COC. The Fayetteville Regional Office, telephone number [phone], shall be
notified at least -forty-eight (48) hours in advance of operation of the installed facilities so that an
in -place inspection can be made. Such notification to the regional supervisor shall be made
during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday,
excluding State Holidays.
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with the NPDES Permit, the associated
Authorization to Construct, and the approved plans and specifications. Please mail the
certification (attached) to the Stormwater Permitting Unit, 1617 Mail Service Center, Raleigh,
NC 27699-1617.
Ao°hCaroina
aturallm
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www ncwn er unlit .or Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone].623-6748
An Equal Opportunity/Affirmative Action Employer— 50°% Recycled110% Post Consumer Paper

Mr. Richard R. Allen, Sr.
Concrete Service Company
NCG 140386
November 7, 2008
Please note that any future construction, installation, or modification of wastewater
treatment facilities (including process wastewater recycle systems) will require an Authorization
to Construct (ATC) prior to construction per l 5A NCAC 2H .0138 & .0139. You must submit,
in triplicate, plans/specifications and design calculations, stamped and sealed by a professional
engineer, with a letter requesting an ATC to the Stormwater Permitting Unit, 1617 Mail Service
Center, Raleigh, NC 27699-1617.1
One (1) set of approved plans and specifications is being forwarded to you. The
Permittee shall maintain a copy of the approved plans and specifications on file for the life of the
facility. If you have any questions concerning this permit or Authorization to Construct, please
contact Robert Patterson at telephone number [phone].
Sincerely,
for Coleen H. ullins
cc: Mr. Darin M. McClure, PE, Mid -Atlantic Associates, Inc, 409 Rogers View Ct, Raleigh,
NC, 27610
Fayetteville Regional Office
Central Files
Stormwater Permitting Unit Files
enclosure

Mr. Richard R. Allen, Sr.
Concrete Service Company
NCG 1403 86
November 7, 2008
Engineer's Certification (COC No. NCGI40386)
1, , as a duly registered Professional Engineer in the
State of North Carolina, having been authorized to observe (periodically, weekly, full time) the
construction of the project, for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the following installations:
• Construction of a process wastewater recycle system at the Concrete Service Company
Ready Mix site located at 1081 S. Reilly Road, Fayetteville.
I certify that the construction of the above referenced project was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Signature
Date
Registration No.
Mail this Certification to: Stormwater Permitting Unit
NC Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE No. NCG140386
STORMWATER AND PROCESS WATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Richard R. Allen, Sr. / Concrete Seryice Company
is hereby authorized to discharge stormwater and wastewater from a facility located at
Concrete Service Company
1081 S. Reilly Road
Fayetteville
Cumberland County.
to receiving waters designated as a UT to Beaver Creek, a class C water in the Cape Fear River
Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions
set forth in Parts I, II, III, IV, V, and VI of General Permit No. NCG140000 as attached.
This certificate of coverage shall become effective November 7, 2008.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this 71h day of November, 2008.
N!
for Coleen H. Sullins., Director
Division of Water Quality
By the Authority of the Environmental Management Commission

W N
All in
048
Concrete Service Company
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NCG140386
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Map Scale 1:24,000
Richard R. Allen, Sr.
Concrete Service Company
Latitude: 350 03' 13" N
Longitude: 790 01' 10" W
County: Harnett
Receiving Stream: UT to Beaver Creek
Stream Class: C
Sub -basin: 03-06-15 (Cape Fear River Basin)
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Facility Location

Re: NCG 140386 - Concrete Service Company
Subject: Re: NCG140386 - Concrete Service Company
From: Mike Lawyer <[e-mail]>
Date: Mon, 03 Nov 2008 14:36:34 -0500
To: Robert Patterson <[e-mail]>
Robert,
Received application package for subject project today. Looks like you sent me the
original. Do you need it back? If so, I'll make a copy for our files and send you the
original. Looks like a fairly straight -forward application. I have no concerns or
objections with issuing permit coverage.
Mike
Robert Patterson wrote:
Mike,
Got a NOI for this proposed facility. Ken did a preliminary review... I'll do a
detailed review in the next day or so. Just wanted to give you a heads up that
I'm sending you a copy of the application package with the NOI, calcs and plans
for your comments. Let me know if you have any concerns issuing it.
Thanks.
Robert
Michael Lawyer
Environmental Specialist
NCDENR-Division of Water Quality
Surface Water Protection Section
Fayetteville Regional Office
Direct: [phone]
Main: [phone]
Fax: [phone]
1 of 1 11/3/2008 2:37 PM

Re: NCG 140386 - Concrete Service Company
Subject: Re: NCG140386 - Concrete Service Company
From: Robert Patterson <Robert.Patterson @ncmail. net>
Date: Mon, 03 Nov 2008 14:37:04 -0500
To: Mike Lawyer <Mike.Lawyer a ncmail.net>
It is one of 3 originals they submitted so you can keep it for your files if you
wish. 1 just finished my review of it today ... it looks good to me too. Thanks.
Robert
Mike Lawyer wrote:
Robert,
Received application package for subject project today. Looks like you sent me
the original. Do you need it back? If so, I'll make a copy for our files and send
you the original. Looks like a fairly straight -forward application. I have no
concerns or objections with issuing permit coverage.
Mike
Robert Patterson wrote:
I Mike,
Got a NOI for this proposed facility. Ken did a preliminary review ... I'll do
a detailed review in the next day or so. Just wanted to give you a heads up
that I'm sending you a copy of the application package with the NCI, calcs and
plans for your comments. Let me know if you have any concerns issuing it.
Thanks.
Robert
Robert D. Patterson, PE
Environmental Engineer
NCDENR I DWQ 15tormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: robert.patter.son0ncma.i.:]_.net
Website: http://h2o.enr.state.nc.us/su/stormwater.httnl
*Please consider the environment before deciding to print this email*
1 of 1 12/17/2008 12:47 1'M

Re: CSC -Reilly Road Stormwater Submittal
Subject: Re: CSC -Reilly Road Stormwater Submittal
From: Ken fickle <[e-mail]>
Date: Fri, 24 Oct 2008 08:46:10 -0400
To: Darin McClure <[e-mail]>
CC: Bradley Bennett <[e-mail]>
Darin,
Thanks for the heads -up. If you'll send that to me, I'll try to expedite myself in
order to provide quick turn around.
Ken
Darin McClure wrote:
Ken, you should be receiving the re -submittal of the NOI for the Concrete Service
Company, Inc. ready mix concrete facility located at 1081 South Reilly Road in
Fayetteville in the next day or so. In this we have demonstrated that the daily
water needs at the plant far exceed the daily wastewater production at the plant.
We have also demonstrated that the reclaimer system (which receives all wastewater)
has the capacity to hold the 25 year/24-hour storm, plus one -foot of freeboard.' We
appreciate your assistance with this. CSC would like to begin construction of the
plant in the next two months so if there is anything that Lanny or myself can do to
facilitate your review please let me know. Thanks for your assistance and look
forward to seeing you on the 14th.
Have a great weekend.
Darin
/Darin M. McClure, P.E./
/Vice President, Principal Engineer/
/Mid -Atlantic Associates, Inc./
/409 Rogers View Court/
/Raleigh, NC 27610/
/9197250-9918/
/919-250-9950 Facsimile/
/919-272-7913 (Mobile)/
www.MAAonline.com <http://www,maaonline.com/>
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MID -ATLANTIC SP�1
ASS 0CIATE S,INC. F1��
Engineering & Environmental Solutions
409 Rogers View Court 1Raleigh 1Nortlr Carrrlinu 127610
800-486-75681919-250-991S /919-250-9950 Facsimile
rrrrw muannlisc. cnm
October 23, 2008
Mr. Ken Pickle
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Stormwater and General Permits Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: RE -SUBMITTAL OF NOTICE OF INTENT
CONCRETE SERVICE COMPANY, INC.
1081 SOUTH REILLY ROAD
FAYETTEVILLE, NORTH CAROLINA
MID -ATLANTIC PROJECT NO. OOOR1944.04
Dear Mr. Pickle:
Mid -Atlantic Associates, Inc. (Mid -Atlantic), on behalf of Concrete Service Company, Inc. (CSC),
appreciates the opportunity to submit this Notice of Intent for the ready mixed concrete facility
proposed for 1081 Reilly Road in Fayetteville, Cumberland County, North Carolina. This plant will
be a new plant at this location that will replace an existing plant. As shown on the attached
drawing, there are essentially two drainage areas at the site. Runoff from drainage area 1 flows
north/northeast into a drainage ditch that borders the northern boundary of the site. This ditch
flows east and discharges into another drainage ditch adjacent to the eastern boundary of the site
which flows south. Runoff from drainage area 2 flaws south/soutieast and either discharges off site
as sheet flow or into a drainage ditch that borders the southeast boundary of the site. This ditch
also flows east and discharges into the drainage ditch adjacent to the eastern boundary of the site.
Process wastewater generated at the facility (truck rinse out, plant washdown and truck wash) and
storrnwater generated from these areas flows into the site sedimentation basinlrecfairner system
(details included in Attachment A). The calculations presented in Attachment B demonstrate that
the system has enough capacity to contain the 25-year124-hour storm that would impinge on the
basin and small area that drains to the basin plus one -foot of freeboard. A Fortrans phi adjustment
unit (Model 5000-5 or 5000-SK) will be available to adjust the pH'prior to discharge from the basin
(if necessary). -------
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Re -submittal of Notice of Intent
Concrete Service Company, Inc.
1081 South Reilly Road
Fayetteville, North Carolina
October 23, 2008
Page 2
We appreciate the opportunity to submit this information. If you have any questions or need
additional information, please do not hesitate to call us at 250-9918.
Sincerely,
W.cClure,
OCIATES, INC.
E
Principal Engineer
Attachment: Notice of Intent
Attachment A — Scrommei Reclaimer System
Attachment B - Calculations
Attachment C —Drawings
cc: Mr. Lanny Clark, Concrete Service Company, Inc.
1944.04110-16-08 N01 Resubmittal Cover Letter/DMM1bro
MID -ATLANTIC
ASSOCIATES INC.
F_nginrering & F.nvirintmrntO Suiutiuns

NOTICE OF INTENT

Division of Water Quality / Surface Water Protection
NCDENRNational Pollutant Discharge Elimination System
Y yin L,IMI}Uw 1}L-rr�..l+� J -
rr�.rj�,.r•T V�l� N4lrW firya ;.rL
NCG140000
NOTICE OF INTENT
FOR AGENCY USE ONLY
Dart Received
Year
I Mond)
❑a
cerTicale of covera c
Check A A
aomol -
Pe .1 Assigned to
IrQ it rICPA
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG140060:
STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code - 3273 Ready Mixed Concrete
For new plant sites that will discharge or recycle process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to Construct (ATC) wastewater
treatment facilities. ATC requests must be submitted at least 90 days prior to construction'.
For existing plant sites discharging or recycling process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to continue to operate wastewater
treatment facilities in place. Construction, modification, or installation of any new treatment components
at an existing site requires an ATC.
Treatment facilities used to treat or recycle process wastewater (including stormwater BMP structures
treating process wastewater flows commingled with stormwater) require an ATC prior to construction
per 15A NCAC 2H .0138. The authorization to construct or continue to operate will be issued at the
same time as the Certificate of Coverage (COC) for the NCG 14 pen -nit. Design of treatment facilities
must comply with requirements of 15A NCAC 2H .0138 & .0139.
Construction of wastewater treatment facilities (this includes recycle systems) at new or existing plant
sites requires submission of three (3) sets of plans and specifications signed and sealed by a
Professional Engineer (P.E,) or qualified stafiz along with this application. A copy of the design
calculations should be included. Please see questions 14 & 15.
P", For questions, please contact the DWO Regional Office for your area. (See page S)
(Please print or type)
1) Mailing address of ownerloperator (address to which all permit correspondence will be mailed):
Name Allen-, Sr.
Street Address P.O. Drawer 1 867 _
City Fayetteville State NC ZIP Code 28302
Telephone No. Al 0 323—AS09 Fax: [phone]
2) Location of facility producing discharge:
Facility Name Concrete Service COMDany
Facility Contact LannyH. Clark_ T
Street Address 1 081 S . Reilly Road
City Fa,yettPy'i 1 1 p— — State NC _ZIP Code 28314
County
Telephone No. 910 868-481 8 Fax: [phone]
Page t of 5
'As per 15A NCAC 2H .0106
'Unless treatment facilities are designed, constructed, and put into operation by employees internal to the company who are qualified to
perform such work for their respective companies in accordance with General Statutes. B9C-25 (7), plans and specifications must be signed
and sealed by a P.E.
SW U-229=071408 Last revised 7114/08

NCG140000 N.O.I.
3) Physical location information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). 0 L5 mi1eE south of thy__
intersection of Clif fdale_ Road an]_S___ 2a1lly Rnad _
fA copy of a county map or uSGS quad sheet with lacility clearly located on the map is a required part of this application.)
4) Latitude 3 5 ° 3 ' 1. 3 "N Longitude 7901 „' 1 011 (deg, min, sec)
5) This NPDES Permit Application applies to which of the following:
5d New or Proposed Facility
❑ Existing
6) Standard Industrial Classification:
Date operation is to begin Fall 2009
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code:.1 2
7) Provide a brief description of the types of industrial activities and products produced at this facility:
(include a site diagram showing the process areas present at this facility.)
Ready Mix Concrete slant- industrial activities include
concrete reclamation, truck wash and plant wash down.
8) Discharge points / Receiving waters:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater and/or wastewater from the
property? -southern boundar_,.
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges end up in? Unnam d ribu r to Beaver Creek
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer).
Receiving water classification (if known):
Note: Discharge of process wastewater to receiving waters classified as WS-II to WS-V or SA must
be approved by the N.C. Dept. of Environmental Health. If DEH does not approve, coverage
under NCG140000 cannot be granted. No new discharges of process wastewater are
permitted In receiving waters classified as WS-I or freshwater ORW.
9) Does this facility. have any other NPDES permits?
A
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
10) Does this facility have any Non -Discharge permits (ex: recycle permits)?
VNo
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
11) Does this facility employ any best management practices for stormwater control?
❑/No
Q Yes
If yes, please briefly describe: General good housekeeping -;_,concrete reclamation
system;_ process water recycling and a PH adjustment unit available
to treat process water_ _--
Page 2 of 5
SWLh229-071408 Last revised 7/14/2008

NCG140000 N.O.I.
12) Does this facility have a Stormwater Pollution Prevention Plan?
dNo
❑ Yes
If yes, when was it implemented? One will be prepared after construction.
13) Are vehicle maintenance activities occurring or planned at this facility?
E2(No
❑ Yes
Wastewater Treatment Design Information
14) Are discharges occurring or planned from any of the following process wastewater generating activities?
Vehicle and equipment cleaning I� Yes ❑ No
Wetting of raw material stockpiles ❑ Yes 2"'No
Mixing drum cleaning Z'Yes ❑ No
If yes to any of the above, please describe the type of process used to treat and/or recycle the process
wastewater. Sedimentation basin, water recycling and pH adjustment
'=p For a sufficient application, you must provide design specifics (e.g., design volume, retention time, surface
area, etc.) and calculations to demonstrate compliance with permit effluent limits (pH — 6-9 SU, Total
Suspended Solids (TSS) — 30 mg/I, and Settleable Solids (SS) — 5 m l/l.) [Use separate shoet(s)].
If all these discharges are recycled, please refer to Question 15.
For plants that recycle and/or discharge process wastewater:
Whe►rapplying for this permit, you are also applying for an authorization to construct (new
treatment facilities) or authorization to continue to operate (existing treatment facilities) as
part of the NOI. For new sites you must submit three (3) sets of design plans and
specifications with- this application and provide supporting calculations that predict
compliance of final discharge with permit limits. For existing sites, applicants should submit
three (3) sets of plans and specs for facilities as -built and provide as many design details as
possible, or submit a detailed diagram of treatment systems in place that includes information
such as tank volumes, dimensions, retention time, piping, settling basin details, etc.
Please note: If new treatments stems are -planned for an exisft site an ATC will be required
prior to construction of those facilities. Planslspecs/calculations prepared by a P.E. and the
request for an ATC may be submitted with this NOI, or separately at a later date. DWO may
request the status of your plans for requesting an ATC upon Issuance of the CDC.
15) Does the facility use or plan to use a recycle system?
❑ No
2 Yes
If yes, what size storm event is the system designed to hold before overt lowing? (for example, 10-yr, 24-hr)
25 System designed to accept..:only process wastewater
year, 24-hr rainfall event and rainfall that falls directly into system.
For a recycle system (regardless of when it overflows}, please provide plans, calculations, and design
specifics (e.g., throughput assumptions/water balance, design volume, retention time, surface area, amount of
freeboard in design storm event, etc.). [Use separate shoet(s)].
For a sufficient application, the information must demonstrate compliance of final discharge with permit
effluent limits (pH -- 6-9 SU, Total Suspended Solids (TSS) — 30 mg/I, and Settleable Solids (SS) — 5 ml/1), or
must demonstrate that the recycle system has sufficient capacity to contain runoff from a 25-year, 24-hr
rainfall event plus one foot of freeboard under design operating conditions.
Page 3 of 5
SWU-229-071408 Last revised 7/14/2008

NCG140000 N.O.I.
16) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
C"No ❑ Yes If so, include information to demonstrate protection from flooding. (Minimum design
requirements for treatment works include protection from the 100-year flood, per 15A NCAC 2H .0219.)
17) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal facility?
9 No
❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg, of hazardous waste generated per month) of
hazardous waste?
Q/N o
❑ Yes
c) Is this facility a large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
u(Na
❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport / disposal vendor: —
Vendor address:
18) 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 10 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 misdomeanor 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.
Printedome of Pe
Titlra• L5 CO.O- t?
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
NCDENR
Page 4 of 5
SWU-229-071408 Last revised 7/14/2008

NCG140000 N.O.E.
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
❑ Check for $100 made payable to NCDENR.
❑ This completed application and all supporting documentation (including design details and calculations for
treatment systems).
Vk
ElIf an Erosion & Sedimentation Control (E&SC) Plan is required from Division of Land Resources (DLR)
3 or local designee: documentation verifying applicant has developed and submitted that Plan to the governing
agency (required per 15A NCAC 02H .0138).
vo❑ For new sites (or sites that will install new treatment facilities): Three (3) copies of plans and
z_�_ specifications for wastewater treatment facilities (including recycle systems), signed and sealed by a
Professional Engineer or qualified staff meeting requirements of G.S. 89C-25 (7).
❑ For existing sites: three (3) copies of plans and specifications for wastewater treatment facilities (including
k recycle systems) as built, stamped and sealed by a Professional Engineer, or (only if plans not available) a
detailed diagram of treatment systems in place that includes information such as tank volumes, dimensions,
retention time, piping, settling basin details, etc.
❑ A site map showing, at a minimum, (existing or proposed):
(a) outline of drainage areas, (b) storm water/wastewater treatment structures, (c) location of
stormwater/wastewater outfalls (corresponding to which drainage areas), (d) runoff conveyance structures,
(e) areas where materials are stored, (f) impervious areas, and (g) site property lines.
❑ A county map or USGS quad sheet with location of facility clearly marked.
Mail the entire package to:
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DWQ Regional Office for your area.
DWQ Regional Office Contact Information:
Asheville Office ...... [phone]
Fayetteville Office
... [phone]
Mooresville Office
... [phone]
Raleigh Office ........
[phone]
Washington Office
...[phone]
Wilmington Office
... [phone]
Winston-Salem ......
[phone]
Central Office .........(919)
807-6300
Page 5 of 5
SWU-229.071408 Last revised 7/14/2008

Ar
REFERENCES:
1. CLIFDALE, NC DIGITAL RASTER GRAPHIC FILE,
US GEOLOGICAL SURVEY. SCANNED FROM 1:24,000-SCALE USGS TOPOGRAPHIC
MAP (CLIFDALE, NC,1948. PHOTREViSED 1982).
2. INSET MAP DIGITAL DATA FROM 2002 NATIONAL TRANSPORTATION
ATLAS, BUREAU OF TRANSPORTATION STATISTICS, WASHINGTON, D.C.
ATLANTIC
NfD-
_SSOCLATES, INC.
Engineering & Environmentei SaAa[ions
SCALE: 1:24,000
1,000 2,000
DRAWN
TOPOGRAPHIC SITE MAP
BY:
CONCRETE SERVICE COMPANY
DRAFT
1081 SOUTH REILLY ROAD
CHECK
FAYETTEVILLE, NORTH CAROLINA
ENG.
rwxmc-
Feet
4,000
DATE:
JUNE 2008
JOB NO:
000111944,04
01 G-R1944.04-1
DWG NO: 1

ATTACHMENT A
SCROMMEL RECLAIMER UNIT
r,718
or Permit Documents
ce with these docurnents is
ter permit, North GaroNna
rmwater system designer
construction; certify conformity with the
:s; and ca►tify comPliance with the
?_ Date
NC Division of Water u fit
Revislon {sate /D 4 A

November 1, 2006
SCBO[AIMEL 241i EPECIFlCATIONS
Discharge Pan:
Two truck, Right, Left or Rear discharge
Discharge pan capacity:
1.2 Cubic Yard
Washout Stinger:
Dual truck
Primary Screw:
24 inch diameter x 24 feet long
Secondary Screw:
18 inch diameter x 18 feet long
Electrical Box:
480 volt 3-phase with motor protection,
weatherproof, ( 208 volt 3 phase and 240 volt 3
phase are optional ) with Auto Start/Stop loop
detector.
Electric motors:
Primary screw 10 HP, Secondary screw 5 HP
Gearboxes:
Primary screw, size 5, Secondary screw, size 4
Pump:
300+ gallons per minute
Screen:
Harp screen with 3/16" slots
Support Legs:
Optional
Complete Pit Drawings:
Size and concept drawings for clarification pits,
drying bunkers, truck ramps, etc.
Field Service and Support:
Factory man will be on -site for initial start-up and to
train your drivers on the operation of the
SCROMMEL.
Time of Delivery:
Normal lead times run 8 -10 weeks. As with any
product, these may vary according to demand.
Firm delivery dates will be given upon receipt of
down payment.
Shipping:
All reclaimers are shipped F. O. B. Salina, Kansas,
and is the responsibility of the customer.
SCROMMEL works with transportation companies
and can assist in this.
Payment:
A 20% deposit is required prior to order acceptance.
Balance is due prior to shipping.
Validity of price quote:
Written quotes are good for 30 days.
Producers using granite or similar stone, are required to purchase abrasion resistant filghting
Specifications are subject to change without notice
Note: Labor and materials for pit construction, plumbing, on -site electrical and assembly'are
the responsibility of the purchaser.

F E D C B A
SCR❑MMEL RESOURCE MANAGEMENT, INC.
PHOK
I—eo0-595-5293
LRAVN By
MICK WEDKE
SCALE
SNCC7 Ov"vlee
8775 .aNao AVE. , ra am raga, tuna, Ins c5wl era
FAX -7B5-B25-7409
SALESMAN
BRAD BYQUIST
DATE
10-D4-2DD7
1ITL[
24Ie
STRUCTURAL DETAILS NUS; BE DE7ERMINiD BY LICENSED ENGINEER IN ACCORDANCE WITH LOCAL CODES
tar
CONCNCRCTE SERVICE-FnYETTEVTLLE, MC

79'
79'
PERE-PETER WALL EL -I*
EI, n
A
79•
7 0'
66'
EL U INNER WALL EL 0
B
79'
7 B'
2F' 12' 38'
EL 0 INNER WALL
C
79, ��-
78'
66,-
EL 0 1NNER WALL EL 0
D
79-
7 8'
17' 12, 4 9' --
EL 0 fNt,[ER WALL EL + 1'
E
79'
7 8'
EL 0
PER2.T7R WALL EL+
--
F
WALL
El- +I
12 WALL
EL+I'
WALL
EL +1'
1z WALL
EL +1'
WALL
EL +I'
WALL
EL + I'
SC1211WL RESOURCE MANAGEMENT. INC.
�_ sas- a MILK vOPxE
h�h�
"" "^' •" •" a""L :.+•. ` "'""�
�rYes-orp-Y•o< &tAp HYOUiST
10-Or2007 "nr
t•u
STRu RQ4 RETMLS Waif K YETE"MR IT UUMEG ENWaaEER In KCT M6 V "LOC. WMS
m4YaE LPK[[+aa EraC.tLL K

ATTACHMENT B
CALCULATIONS
MID -ATLANTIC
ASS 0CIATE S,INC
.
Engineering & Ell v i v,,l men i a! So ul io Fl.s

CSC - Reilly Road Fayetteville
Performed by: M (o v_ 6 IE�
Checked by:
The following calculations demonstrate that the reclaimer can hold the 25-year/24-hour storm plus
one -foot of freeboard during the worst -case discharge scenario. This scenario assumes that the
basin is full when the rain event begins and that no recycling is occuring. The first set of calculations
below demonstrate that the water needs at the plant exceed amount of wastewater produced; therefore,
it is unlikely that the basin will be completely full (i.e. worst case scenario) at any point.
Calculations do not take into account any evaporation,
Water from the reclamation system will be recycled into the concrete hatching process and/or re -used for
mixing drum cleaning (i.e. discharging returned concrete into the reclaimer).
Water Balance - Water Entering; Reclaimer System versus Water Needed at Plant
Truck and Plant Washdown
Average work day
Wash water produced
Capacity of plant
Wash water per day
1 gallon
Wash water per day
Truck Washout
Trucks washed out per day
Gallons/truck washout
Truck washout water per day
- 10 hours
= 2 gal/CY
300 CY/day
600 gallons
= 0.133681 cf
80 cf ✓
8
200 gallons
1600 gallons
(Truck and plant washdown)
Plant Washdown - 10 minutes/day at
30 GPM = 300 gallons per day
Truck wash - 30 loads per day with 20 second
wash per load at 30 GPM = 300 gallons per day
Total wash water = 600 GPD1300 CYD = 2 gal/CY—
Water discharged into reclaimer per day
Total Amount of Process Wastewater Entering Reclaimer Svstem
Truck and Plant Washdown Water 600 gallons/day
Truck Washout Water 1600 gallonslday
TOTAL 2200 gallons/day ✓
1 gallon = 0.133680 cf
284 cf/day ✓
Water Needs of Plant
Watertcu. Yd.
of concrete
Water Use/Day
= 25 gallons
= 7,500 gallons
z5 �3C
(Capacity of plant x water/CY)
Water needs (7,500 gallons ) exceed amount of wastewater (2,200 gallons) produced each day.

Actual Runoff from Site Into Recialmer
Storage (S) = (10001CN) - 10 where:
CN = 98 Runoff Curve Number
S = 0.2041
Q" = [(P - 0.2S)112] 1(P + O.BS) where:
Q` = effective runoff depth in inches
P = precipitation in inches
S = storage in inches
Q" = 6.48 inches
�-2- �V
�r D
�rt sr+
pug 4A-b
25yr124hr storm
Table 8.03c - Fayetteville
Volume of Runoff from storm (Vt) = Q" (ft.) x Area of Site (sq. ft.)
AP -EA w/r 1V 3 s
Total Area of Site = 2,200 ft. (total area of site that would flow to reclaimer)
Vt = 1,188 cu. Ft. 1 cubic ft. = 7.481 gallons
Vt = 8,889 gallons
Calculate Storaae Reaulred for 25 vearl24 hour storm plus V of freeboard
Area of reclaimer system = 4, 80 �qfti r
Storage = Area (sq. ft.) x (Rainfall (ft. + 1'))
Storage = 4680 x 1,56
Storage = 7,301 cu. Ft.
The total amount entering the system during a 25 yr124 hour rain event = 8,489
Calculate Available Volume Assumina Recialmer Is Full
The reclaimer is designed with 26" of freeboard. 26 inches
Calculate volume available assuming the entire 26" is available across the reclaimer:
Storage = Area (sq. ft.) x Freeboard (ft.)
Storage = 4680 x 2.17
Storage = 10,140 cu. Ft.
Subtract amount of volume lost due to reclaimers sloped bottom (worst case using
Pit I and II = [(28' x 2.167' x 12')12] x 2 = 728 cu. Ft.
Pits III, IV 8 V = [(17' x 2.167' x 12')12] x 3 = 663 cu. Ft.
Total Volume Available = 8,749 cu. Ft.
8,749 cu. Ft. > 8,489 cu. Ft.
The amount of designed freeboard in the system accounts for the 25 yearl24 hour storm
plus one foot of freeboard.
cu. Ft.

DRAWINGS
MILT ATLANTIC
Engineering & E.neirmimenfal Solutions

MID -ATLANTIC
ASSOCIATES INC.
Engineering & Environmental Solutimis
409 Rogers View Court /Raleigh /North Carolina 127610
R00-4H6-7568 1919-250-99181919-250-9950 racsimile
uwu:nurcu�nliric.{•one
October 23, 2008
Mr. Ken Pickle
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Stormwater and General Permits Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: RE -SUBMITTAL OF NOTICE OF INTENT
CONCRETE SERVICE COMPANY, INC.
1081 SOUTH REILLY ROAD
FAYETTEVILLE, NORTH CAROLINA
MID -ATLANTIC PROJECT NO.000R1944.04
Dear Mr. Pickle:
DENR-FRO
NOV 0 3 2008
DWQ
Mid -Atlantic Associates, Inc. (Mid -Atlantic), on behalf of Concrete Service Company, Inc. (CSC),
appreciates the opportunity to submit this Notice of Intent for the ready mixed concrete facility
proposed for 1081 Reilly Road in Fayetteville, Cumberland County, North Carolina. This plant will
be a new plant at this location that will replace an existing plant. As shown on the attached
drawing, there are essentially two drainage areas at the site. Runoff from drainage area 1 flows
north/northeast into a drainage ditch that borders the northern boundary of the site. This ditch
flows east and discharges into another drainage ditch adjacent to the eastern boundary of the site
which flows south. Runoff from drainage area 2 flows south/southeast and either discharges off site
as sheet flow or into a drainage ditch that borders the southeast boundary of the site. This ditch
also flows east and discharges into the drainage ditch adjacent to the eastern boundary of the site.
Process wastewater generated at the facility (truck rinse out, plant washdown and truck wash) and
stormwater generated from these areas flows into the site sedimentation basin/reclaimer system
(details included in Attachment A). The calculations presented in Attachment B demonstrate that
the system has enough capacity to contain the 25-year/24-hour storm that would impinge on the
basin and small area that drains to the basin plus one -foot of freeboard. A Fortrans pH adjustment
unit (Model 5000-S or 5000-SK) will be available to adjust the pH prior to discharge from the basin
(if necessary).

Re -submittal of Notice of Intent
Concrete Service Company, Inc.
1081 South Reilly Road
Fayetteville, North Carolina
October 23, 2008
Page 2
We appreciate the opportunity to submit this information. If you have any questions or need
additional information, please do not hesitate to call us at 250-9918.
Sincerely,
MID- TLANTIC ASSOCIATES, INC.
4x
9777�i_
Darin M. McClure, PE
Principal Engineer
Attachment: Notice of Intent
Attachment A — Scrommel Reclaimer System
Attachment B - Calculations
Attachment C —Drawings
cc: Mr. Lanny Clark, Concrete Service Company, Inc.
1944.04110-16-08 NOt Resubmitta! Cover Letter/DMM/bro
MID -ATLANTIC
ASS 0CIATE S,INC
.
Epgineering & Ermirunnrenial Solutions

NOTICE OF INTENT
MID -ATLANTIC
ASSOATFS.1 NC,
Engill—ring & Iin riruurncnral Sululinrra

ONLY
Division of Water Quality / Surface Water Protection
National Pollutant Discharge Elimination System
NCDENR
rr+fi7Vr,yi yuNg1ryy Rrao.i iCrA '
NCGI40000
NOTICE OF INTENT
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG140000:
10
STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code - 3273 Ready Mixed Concrete
For new plant sites that will discharge or recycle process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to Construct (ATC) wastewater
treatment facilities. ATC requests must be submitted at least 90 days prior to construction'.
For exi. sting plant sites discharging or recycling process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to continue to operate wastewater
treatment facilities in place. Construction, modification, or installation of any new treatment components
at an existing site requires an ATC.
Treatment facilities used to treat or recycle process wastewater (including stormwater BUIP structures
treating process Wastewater flows commingled with stormwater) require an ATC prior to construction
per 15A NCAC 2H .0138, The authorization to construct or continue to operate will be issued at the
same time as the Certificate of Coverage (COC) for the NCG 14 permit. Design of treatment facilities
must comply with requirements of I5A NCAC 21-1 .0138 & .0139.
Construction of wastewater treatment facilities (this includes recycle systems) at new or existing plant
sites requires submission of three (3) sets of plans and specifications signed and sealed by a
Professional Engineer (P.E.) or qualified staff2 along with this application. A copy of the design
calculations should be included. Please see questions 14 & 15.
For questions, please contact the DWO Regional Office for your area. (See page 5)
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Name Richard R. Allen, Sr.
Street Address P.O. Drawer 1 867
City Fayetteville State NC ZIP Code 28302
Telephone No. 91 0 121-11Fax: 910 �— 323-9379
2) Location of facility producing discharge:
Facility Name C_oete Service Company _
Facility Contact Lannv H. Clark
Street Address 1 081 S . Reilly Road
City Eaypt-t-evi 1 1 e State_ NC ZIP Code 28314
County Cumberland __
Telephone No. _91_0 _868-481 8 _ Fax: [phone]
Page 1 of 5
'As per 15A NCAC 2H .0106
2Unless treatment facililies are designed, constructed, and put into operation by employees internal to the company who are qualified to
perform such work for their respective companies in accordance with General Statules, 89C-25 (7), plans and specifications must be signed
and sealed by a P.E.
SW U-229.071408 Last revised 7114/08

NCG140000 N.O.I.
3) Physical location information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). 0-6 miles sQut tb of the
intersection of Cliffdale Road And S_ Reilly �RCtad-_
(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 ° 3' 1 3"N Longitude ' 1 0 11 w (deg, min, sec)
5) This NPDES Permit Application applies to which of the following:
Id New or Proposed Facility Date operation is to begin Fall 2009
❑ Existing
6) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: 1 2 Z j
7) Provide a brief description of the types of industrial activities and products produced at this facility:
(include a site diagram showing the process areas present at this facility.)
Ready Mix Concrete plant. Industrial activities include
concrete reclamation, truck wash and plant wash dow_n - _
8) Discharge points 1 Receiving waters:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater and/or wastewater from the
property? .Two ditches', one on northern boundary and one on southern boundar__
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges end up in? Unnamed_ tributary to Beaver Creek_
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer). JY
Receiving water classification (it known):
Note: Discharge of process wastewater to receiving waters classified as WS-11 to WS-V or SA must
be approved by the N.C. Dept. of Environmental Health. If DEN does not approve, coverage
under NCG140000 cannot be granted. No new discharges of process wastewater are
permitted in receiving waters classified as WS-1 or freshwater ORW.
9) Does this facility have any other NPDES permits?
R(No
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
10) Does this facility have any Non -Discharge permits (ex: recycle permits)?
VNo
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
11) Does this facility employ any best management practices for stormwater control?
El No
C�7 Yes
If yes, please briefly describe: General good housekeeping; concrete reclamation
system; process _water recycling and a_pH adi.ustment unit „available
tQ treat nr-pcPRG water_
Page 2 of 5 ,
5WU-229.071408 Last revised 7/14/2008

NCG140000 N.O.I.
12) Does this facility have a Stormwater Pollution Prevention Plan?
dNo
❑ Yes
If yes, when was it implemented? One will be prepared after construction.
13) Are vehicle maintenance activities occurring or planned at this facility?
Q'No
❑ Yes
Wastewater Treatment Design Information
14) Are discharges occurring or planned from any of the following process wastewater generating activities?
Vehicle and equipment cleaning C"Yes ❑3 No
Wetting of raw material stockpiles ❑ Yes E� No
Mixing drum cleaning 2 Yes ❑ No
If yes to any of the above, please describe the type of process used to treat and/or recycle the process
wastewater. Sedimentation basin, water recycling and pH adjustment
' t For a sufficient application, you must provide design specifics (e.g., design volume, retention time, surface
� area, etc.) and calculations to demonstrate compliance with permit effluent limits (pH -- 6-9 SU, Total
Suspended Solids (TSS) - 30 mg/l, and Settleable Solids (SS) - 5 ml/I.) [Use separate sheet(s)].
If all these discharges are recycled, please refer to Question 15.
For plants that recycle and/or discharge process wastewater.
When applying for this permit, you are also applying for an authorization to construct (new
treatment facilities) or authorization to continue to operate (existing treatment facilities) as
part of the NOI. For new sites, you must submit three (3) sets of design plans and
specifications with this application and provide supporting calculations that predict
compliance of final discharge with permit limits. For existing sites, applicants should submit
three (3) sets of plans and specs for facilities as -built and provide as many design details as
possible, or submit a detailed diagram of treatment systems in place that includes information
such as tank volumes, dimensions, retention time, piping, settling basin details, etc.
Please note: if new treatment systems are planned for an existing site. an ATC will be required
prior to construction of those facilities. Plans/specs/calculations prepared by a P.E. and the
request for an ATC may be submitted with this NOI, or separately at a later date. DWO may
request the status of your plans for requesting an ATC upon issuance of the COC.
15) Does the facility use or plan to use a recycle system?
❑ No
1�(Yes
If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr, 24-hr)
25 year, 24-hr rainfall event System designed to accept,.:only process wastewater
and rainfall that falls directly into system.
For a recycle system (regardless of when it overflows), please provide plans, calculations, and design
specifics (e.g., throughput assumptions/water balance, design volume, retention time, surface area, amount of
freeboard in design storm event, etc.). [Use separate sheet(s)].
FihFor a sufficient application, the information must demonstrate compliance of final discharge with permit
effluent limits (phi — 6-9 SU, Total Suspended Solids (TSS) — 30 mg/l, and Settleable Solids (SS) — 5 mi/1), or
must demonstrate that the recycle system has sufficient capacity to contain runoff from a 25-year, 24-hr
rainfall event plus one foot of freeboard under design operating conditions.
Page 3 of 5
SWU-229-071408 Last revised 7/14/2008

NCG140000 N.O.I.
16) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
C�No ❑ Yes If so, include information to demonstrate protection from flooding. (Minimum design
requirements for treatment works include protection from the 100-year flood, per 15A NCAC 2H .0219.)
17) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
9 No
❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
Q/No
❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
E(NO
❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored: _
Where is material stored:
How many disposal shipments per year:
Name of transport 1 disposal vendor: _
Vendor address:
18) 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 misdomeanor 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 1 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 Nswneof Pers9n Signing:
Title: 662e /�ie�
of
P. is _ ,OF -
(Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
NCDENR
Page 4 of 5
SWU-229-071408 Last revised 7/14/2008

NCG140000 N.O.I.
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
❑ Check for $100 made payable to NCDENR.
❑ This completed application and all supporting documentation (including design details and calculations for
treatment systems).
VN�-
❑ 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).
❑ For new sites (or sites that will install new treatment facilities): Three (3) copies of plans and
specifications for wastewater treatment facilities (including recycle systems), signed and sealed by a
Professional Engineer or qualified staff meeting requirements of G.S. 89C-25 (7).
❑ For existing sites: three (3) copies of plans and specifications for wastewater treatment facilities (including
t� recycle systems) as built, stamped and sealed by a Professional Engineer, or (only if plans not available) a
detailed diagram of treatment systems in place that includes information such as tank volumes, dimensions,
retention time, piping, settling basin details, etc.
❑ A site map showing, at a minimum, (existing or proposed):
(a) outline of drainage areas, (b) storm water/wastewater treatment structures, (c) location of
storm water/wastewate r outfalls (corresponding to which drainage areas), (d) runoff conveyance structures,
(e) areas where materials are stored, (f) impervious areas, and (g) site property lines.
❑ A county map or USGS quad sheet with location of facility clearly marked.
Mail the entire package to:
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DWQ Regional Office for your area.
DWG Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...(252)
946-6481
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........(919)
807-6300
Page 5 of 5
SWU-229.071408 last revised 7/14/2008

i
REFERENCES:
f. CLIFDALLIFDALGRAPHICE, NC DIGITAL RASTER GRAPHIC FILE,
SCALE: 1:24,000
US GEOLOGICAL SURVEY. SCANNED FROM 1:24,000-SCALE USGS TOPOGRAPHIC
MAP (CLIFDALE, NC, 1 MS, PHOTREVISED 1992).
iFeet
2. INSET MAP DIGITAL DATA FROM 2002 NATIONAL TRANSPORTATION 0 1,000 2,000
4,000.
ATLAS, BUREAU OF TRANSPORTATION STATISTICS, WASHINGTON, D.C.
DRAWN
DATE:
TOPOGRAPHIC SITE MAP
BY:
JUNE 2008
DRAFT
CHECK:
JOB NO:
000R1944.o4
T
�1 if ID -ATLANTIC
CO NCRETE SERVICE COMPANY
E s I N C
1081 SOUTH REILLY ROAD
ENE'
CIS NO:
Engineering & Environmental Solutions
FAYETTEVILLE, NORTH CAROLINA
CHECK:
01G-R1844.04-1
APPROVAL: I DWG NO: t

ATTACHMENT A
SCROMMEL RECLAIMER UNIT
MID -ATLANTIC
ASSOCIATES, INC.
Engineering & Envirownenlal 5nlution.s

ATTACHMENT A
SCROMMEL RECLAIMER UNIT
MID -ATLANTIC
ASSOCIATES, INC
Engineering & Environmental Sulutinns

November 1, 2006
L I MM I=
CROMMEL.
2418
SPECIFICATIONT
Discharge Pan: ,
Two truck, Right, Left or Rear discharge
Discharge pan capacity:
1.2 Cubic Yard
Washout Stinger:
Dual truck
Primary Screw:
24 inch diameter x 24 feet long
Secondary Screw:
18 inch diameter x 18 feet long
Electrical Box:
480 volt 3-phase with motor protection,
weatherproof, ( 208 volt 3 phase and 240 volt 3
phase are optional ) with Auto Start/Stop loop
detector.
Electric motors:
Primary screw 10 HP, Secondary screw 5 HP
Gearboxes:
Primary screw, size 5, Secondary screw, size 4
Pump:
300+ gallons per minute
Screen:
Harp screen with 3116" slots
Support Legs:
Optional
Complete Pit Drawings:
Size and concept drawings for clarification pits,
drying bunkers, truck ramps, etc.
Field Service and Support:
Factory man will be on -site for initial start-up and to
train your drivers on the operation of the
SCROMMEL.
Time of Delivery:
Normal lead times run 8 -10 weeks. As with any
product, these may vary according to demand.
Firm delivery dates will be given upon receipt of
down payment.
Shipping:
All reclaimers are shipped F. O. B. Salina, Kansas,
and is the responsibility of the customer.
SCROMMEL works with transportation companies
and can assist in this.
Payment:
A 20% deposit is required prior to order acceptance.
Balance is due prior to shipping.
Validity of price quote:
Written quotes are good for 30 days.
Producers using granite or similar stone, are required to purchase abrasion resistant flighting
Specifications are subject to change without notice
Note: Labor and materials for pit construction, plumbing, on -site electrical and assembly are
the responsibility of the purchaser.

F E D C B A
SCRQMMEL RESDURCE MANAGEMENT, INC.
PNWC
3-BOO-595-5293
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MILK WODKE
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FAXSALLSHAN
1-765-825-7404
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10-04-2007
TITLL
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STRUCTURAL DETAILS MUST BE DE7ERMINE➢ BY LICENSED ENGINEER IN ACCORDANCE WITH LOCAL CODES
CCDNr
CW'iRCTC SLRVICC-TAYC7TEV]LL C, NC

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ATTACHMENT B
CALCULATIONS
1V1 `kTI.ANTIC
ASSOCIATES INC.
Engrneerimg & Enrironmeniul Solutions

CSC - Reilly Road Favetteville
Performed by: Dk
Checked by:
The following calculations demonstrate that the reclaimer can hold the 25-year/24-hour storm plus
one -foot of freeboard during the worst -case discharge scenario. This scenario assumes that the
basin is full when the rain event begins and that no recycling is occuring. The first set of calculations
below demonstrate that the water needs at the plant exceed amount of wastewater produced; therefore,
it is unlikely that the basin will be completely full (i.e. worst case scenario) at any point.
Calculations do not take into account any evaporation.
Water from the reclamation system will be recycled into the concrete hatching process and/or re -used for
mixing drum cleaning (i.e. discharging returned concrete into the reclaimer).
Water Balance - Water Enterinsa Reclalmer System versus Water Needed at Plant
Truck and Plant Washdown
Average work day
Wash water produced
Capacity of plant
Wash water per day
1 gallon
Wash water per day
Truck Washout
Trucks washed out per day
Gallons/truck washout
Truck washout water per day
10 hours
= 2 gal/CY
(Truck and plant washdown)
= 300 CYlday
-- 600 gallons
Plant Washdown -10 minutes/day at
= 0.133681 cf
30 GPM = 300 gallons per day
= 80 cf
Truck wash - 30 loads per day with 20 second
wash per load at 30 GPM = 300 gallons per day
Total wash water = 600 GPDl300 CYD = 2 gal/CY
a
= 200 gallons
- 1600 gallons
Water discharged into reclaimer per day
Total Amount of Process Wastewater Entering Reclaimer Svstem
Truck and Plant Washdown Water 600 gallons/day
Truck Washout Water 1600 gallons/day
TOTAL 2200 gallons/day
1 gallon = 0.133680 cf
294 cf/day
Water Needs of Plant
Water/cu. Yd.
of concrete - 25 gallons
Water Use/Day = 7,500 gallons (Capacity of plant x waterlCY)
Water needs (7,500 gallons ) exceed amount of wastewater (2,200 gallons) produced each day.

Actual Runoff from Site Into Reciallmer
Storage (S) = (10001CN) - 10 where:
CN = 98 Runoff Curve Number
S = 0.2041
Q' = [(P - 0.2S)^2] 1(P + 0.8S) where:
Q* = effective runoff depth in inches
P = precipitation in inches = 6.72
S = storage in inches
Q* = 6.48 inches
25yr124hr storm
Table 8.03c - Fayetteville
Volume of Runoff from storm (Vt) = Q` (ft.) x Area of Site (sq. ft.)
Total Area of Site = 2,200 sq. ft. (total area of site that would flow to reclaimer)
Vt = 1,188 cu. Ft. 1 cubic ft. = 7.481 gallons
Vt = 8,889 gallons
Calculate Storasle Required for 25 year124 hour storm plus V of freeboard
Area of reclaimer system = 1 4,680 sq. ft.
Storage = Area (sq. ft.) x (Rainfall (ft.) + 1')
Storage = 4680 x 1.56
Storage = 7,301 cu. Ft.
The total amount entering the system -during a 25 yr124 hour rain event = 8,489 cu. Ft.
Calculate Available Volume Assumina Reclalmer Is Full
The reclaimer is designed with 26" of freeboard. 1 26 inches
Calculate volume available assuming the entire 26" is available across the reclaimer:
Storage = Area (sq. ft.) x Freeboard (ft.)
Storage = 4680 x 2.17
Storage = 10,140 cu. Ft.
Subtract amount of volume lost due to reclaimers sloped bottom (worst case using
Pit I and II = [(28' x 2.167' x 12')12] x 2 = 728 cu. Ft.
Pits III, IV & V = [(17' x 2.167' x 12') 12] x 3 = 663 cu. Ft.
Total Volume Available = 8,749 cu. Ft.
8,749 cu. Ft. > 8,489 cu. Ft.
The amount of designed freeboard in the system accounts for the 25 yearl24 hour storm
plus one foot of freeboard.

MID -ATLANTIC
ASSOCIATES, INC
Engineering & Eriviremmenrof Snlurinrtr