NCG140135_COMPLETE FILE - HISTORICAL_20160915

PERMIT NO.
DOC TYPE
STORMWATER DIVISION CODING
NCG PERMITS
/vcc, 1401-a>'5
HISTORICAL FILE
MONITORING REPORTS
DOC DATE - ao, ce C) 9
YYYYM M DD

Permit: NCG140135
SOC:
County: Onslow
Region: Wilmington
Contact Person: Rickie Gray
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s}:
On -Site Representative(s):
Related Permits:
Compliance Inspection Report
Effective: 07/01/16 Expiration: 06/30/17 owner: Southern Equipment Company Inc
Effective: Expiration: Facility: Ready Mixed Concrete Co. - Jacksonville, Plant 49
222 Sell Fork Rd
Title: Regional Manager
Certification:
Jacksonville NC 28540
Phone: [phone]
Phone:
Inspection Date: 09115/2016 Entry Time: 10:00AM Exit Time: 11:00AM
Primary Inspector: Elsie C James Phone:
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Ready Mix Concrete StormwaterANaslewater Discharge COC
Facility Status: Compliant ❑ Not Compliant
Question Areas:
■ Storm Water
(See attachment summary)
Page: 1

Permit: NCG140135 Owner • Facility: Southern Equipment Company inc
Inspection Date: 0911512016 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
The site is in overall good shape and appears to practice good housekeeping. The facility was not operating at the time of
the inspection due to replacement of aggregate bin and scales.
Page: 2

i
i
permit: NCG140135 Owner • Facility: Southern Equipment Company Inc
Inspection Date: 09/15/2016 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Analytical Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? E ❑ ❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ N ❑
Comment:
Permit and Outfalls Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? 0 ❑ ❑ ❑
# Were all outfalls observed during the inspection? ■ ❑ ❑ ❑
# If the facility has representative outfall status, is it pFoperty documented by the Division? ❑ ❑ 0 ❑
# Has the facility evaluated all illicit (non stormwater) discharges? ❑ ❑ ❑
Comment:
(qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? 0 ❑ ❑ ❑
Comment:
5tormwater Pollution Prevention Plan
Yes No NA NE
Does the site have a 5tormwater Pollution Prevention Plan?
a
❑ ❑ ❑
# Does the Plan include a General Location (USGS) map?
0
❑ ❑ ❑
# Does the Plan include a "Narrative Description of Practices"?
E
❑ ❑ ❑
# Does the Plan include a detailed site map including outfall locations and drainage areas?
0
❑ ❑ ❑
# 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?
E
❑ ❑ ❑
# Does the Plan include a BMP summary?
■
❑ ❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
0
❑ ❑ ❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
0
❑ ❑ ❑
# Does the facility provide and document Employee Training's
❑ ❑ ❑
# Does the Plan include a list of Responsible Party(s)?
❑ ❑ ❑
# Is the Plan reviewed and updated annually?
0
❑ ❑ ❑
# Does the Plan include a Stomnvater Facility Inspection Program?
E
❑ ❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented?
E
❑ ❑ ❑
Comment:
Page- 3

NORTH CAROLINA DIVISION OF
Wilmington Regional Office
AIR QUALITY
Argos Ready Mix Carolinas, LLC d/b/a Ready
Mixed Concrete
Inspection Report
NC Facility ID 6700112
Date: 09/16/2016
County/FIPS: Onslow/133
Facility Data
Permit Data
Argos Ready Mix Carolinas, LLC d/bla Ready Mixed Concrete
Permit 05979 / RI l
222 Bell Fork Road
Issued 7/14/2015
Jacksonville, NC 28540
Expires 6/30/2023
Lat: 34d 45.7860m Long: 77d 24.1370m
Classification Small
SIC: 3273 / Ready -Mixed Concrete
Permit Status Active
NAICS: 32732 / Ready -Mix Concrete Manufacturing
Current Permit Application(s) Rescission Request
Program Applicability
SIP
Contact Data
Facility Contact
Authorized Contact
Technical Contact
Rickie Gray
Andy Stankwytch
Steve Simonsen
Division Manager
Area Manager
Environmental Manager
[phone] 1
[phone]
[phone]
Compliance Data
Comments:
Inspection Date 09/15/2016
Inspector's Name Trent James
Inspector's Signature:
Operating Status Operating
Compliance Code Compliance - 'inspection
Action Code FCE
Date of Signature:
On -Site Inspection Result Compliance
Total Actual emissions in TONSIYEAR:
TSP
S02
NOX
VOC
CO
PM10
K HAP
2014
0.7000
---
---
--
---
0.3200
0.0963
2009
0.9610
---
-
-
---
0.4420
0.2645 -
* Hi hest HAP Emitted (inpounds)
Five Year Violation History: None
Date Letter Type Rule Violated Violation Resolution Date
Performed Stack Tests since last FCE: None
Date Test Results Test Method(s) Sourct(s) Tested

ol�
/� (o
NORTH CAROLINA DIVISION OF 5 t
AIR QUALITY
Inspection Report
Date: 10/20/2014
Facility Data
Ready Mixed Concrete Company - Jacksonville
222 Bell Fork Road
Jacksonville, NC 28540
Lat: 34d 45.7860m Long: 77d 24.1370m
SIC: 3273 / Ready -Mixed Concrete
NAICS: 32732 / Ready -Mix Concrete Manufacturing
Facility Contact
Chris Johnson
Operations Manager
[phone]
Comments
Inspector's Signature:
Date of Signature:
Contact Data
Authorized Contact
Rickie Gray
Division Manager
[phone]
Wilmington Regional Office
Ready Mixed C pany - Jacksonville
NC Facility I 67001 1
County/FIPS. /133
Permit Data
Permit 05979 10
Issued 91W2010
Expires 9 /2
Classification Small
Permit Status Active
Current Permit Application(s) None
Technical Contact I SIP
Rickie Gray
Division Manager
[phone]
Program Applicability
Compliance Data
Inspection Date 10/07/2014
Inspector's Name Katherine Proffitt
Operating Status Operating
Compliance Code Compliance - inspection
Action Code FCE
On -Site Inspection Result Compliance
I Total Actual emissions in TONS/VFAR: I
TSP
S02
NOX
VOC
CO
PM10
* HAP
2009
0.9610
---
---
---
---
0.4420
0.2645
2004
1.06
---
---
---
---
0.3500
0.1330
Five Year Violation History: None
Date Letter Tyne Rule Violated
Performed Stack Tests since last FCE: None
Date Test Results Test Method(s)
Inspection Start 0731 EDT Inspection End 0825 EDT
Location and Directions/GPS Coordinates
* Highest HAP Emitted (in
Violation Resolution Date
Source(s) Tested

Ready Mix Concrete Co —Jacksonville
(� ¢ �✓ 6700112
a Lj Inspection Type: FCE
tp October 7, 2014
G �Y Page 2 of 6
, w
This facility can be found easily using google maps. The DAQ IBeam data ase coordinates are ^�
34,7631 North and-77.402283 West and appear acceptable for modeling purposes.
Weather Conditions b
Moslyt cloudy, visibility up to ten miles, temp 57.9°F, winds calm, humidity 87%, barometric
pressure 30.13 and falling from wunderground.com, @ a weather station in .Jacksonville, NC.
Name/Title/Phone/Email of contacts during inspection VV/JAY 5
Mr. Charles Asberry (plant manager) was the contact during the inspection.
Purpose
To conduct a Full Compliance Evaluation (FCE) for the fiscal year (FY) 2015 of Ready Mixed
Concrete - Jacksonville and to determine compliance with applicable Federal d Slate Air -�
Regulations and the September 16, 2010, air per t.
Safety equipment f `a' tl-t, C�
/'a Q T
Steel -toed shoes, safety vest, eye protection, hard hat, and hearing protection are required for this
inspection.
Facility & Process Description
This truck mix concrete batch plant produces ready mix concrete. The maximum rated production
capacity for this plant is 130 cubic yards per hour. A concrete batch plant stores, conveys,
measures, and discharges the ingredients for making concrete (sand, aggregates, cement, water,
and flyash) into transit -mix trucks by gravity. The discharge area is equipped with a flexible
boot/hood which is partially enclosed. The concrete batch plant operations consists of silo
loading, weigh hopper loading, aggregate transfer by conveyors. and mix loading (truck loading
activities). Typical production equipment consists of dozers, front end loaders, aggregate bins,
conveyors, cement storage silos, flyash storage silo, weigh hopper, and transport trucks equipped
with mixers. In order to make concrete, cement and flyash are transferred from silos to the weigh
hopper as a conveyor transfers sand and aggregates into the discharge area located below the
weigh hopper. The ingredients are then mixed with water to form concrete as the trucks travel to
various construction sites.
The primary air pollutant associated with concrete batch plants is particulate matter (PM, PM-10.
and PM 2.5). Particulate emissions are generated during the pneumatic transfer of material
(cement and fly ash).from transport trucks into the storage silo. Vehicle traffic, wind erosion, and
the transfer of materials (sand and aggregate) can generate fugitive dust emissions. Fugitive dust
emissions can be produced from the transfer of cement and flyash from the silo to the weigh

Ready Mix Concrete Co — Jacksonville
6700112
Inspection Type: FCE
October 7, 2014
Page 3 of 6
hopper. When the materials to make concrete are discharged into the truck mixerfugitive dust is
also generated. The fugitive dust emitted from the discharge of materials into the truck is
controlled by the flexible boot/hood and a vacuum. Even with the enclosure, visible emissions may
still occur to some degree during periods of moderate to heavy winds. To control the.fugitive dust
from wind erosion of the stockpiles (light aggregate and limestone) the facility uses sprinklers and
semi -enclosed concrete barriers. The majority of the property and grounds are paved andlor
graveled in order to control fugitive dust from vehicle traffic. To prevent dust migration onto
public roads the trucks are washed by each operator after they are loaded.„
The dust emissions from the concrete plant are controlled by a central du collection system with
1,433 square feet offiltering area (CD-1) Dust emissions from the 32$ on ground cement silo is
controlled by a bag house with 250 square feet of filter area (CD-3F). These bag houses collect the
dust from the loading of raw material into the cement and flyash storage silos, weigh hopper, and
the truck load out process. CD-1 is a closed loop dust collection system that transfers the captured
particulates back into the flyash silo. The dust collection system is equipped with a meter to
measure pressure drop across the unit (a magnehelic gauge). Ready Mixed Concrete reports that
when readings are between 3.5 and 5.5 that the bag house is operating at peak performance.
c
Readings greater than 5.5 would indicate that collector airflow is being restricted, and readings
less than 3.5 could indicate a problem with the bags or seals around the doors. a
a
In order to prevent the silos from overfilling each silo is equipped with bindicalors with alarms.
the integrity of CD -I is compromised because of overfilling a silo then the enter plant will
shutdown.
The facility has three cement silos and one flyash silo. ES-2 listed in the permit as a flyash silo is(e
now cement instead.
Operating hours are between 0600 EDT and 1800 EDT Monday through Friday.
<�a vol J
Permitting & Regulatory Standards ��
1j�lJ""
The facility was issued an air permit on September 16, 2010. This erhait ex ires on Se Pember
P P P P P
State Rules
15A NCAC 2D .0202,
15A NCAC 2D .0515,
15A NCAC 2D .0521,
15A NCAC 2Q .0535,
15A NCAC 2D . 0540,
15A NCAC 2D .0611,
15A NCAC 2D .1100,
15A NCAC 2Q .0711,
"Registration of Air Pollution Sources "
"Particulates from Miscellaneous Industrial Process "
"Control of Visible Emissions"
"Excess Emissions Reporting and Malfunctions"
"Particulates from Fugitive Dust Emission Sources "
"Monitoring Emissions from Other Sources"
"Control of Toxic Pollutants "
"Emission Rates Requiring a Permit "
a�
0
.r a
L1.
M

Ready Mix Concrete Co — Jacksonville
6700112
Inspection Type: FCE
October 7, 2014
Page 4 of 6
Federal Rules
None.
Compliance Histon,
The lastfull compliance evaluation was conducted on November 1, 2013, and the facility appeared
to be in compliance at the time of the inspection. The facility is required to submit an annual
report of the material produced each year. All reports have been received as required.
Permit Information/Equipment List
The following are emissions sources and control systems contained in the Permit No. 05979R10:
Emission
Emission Source
I
Control
I
Control System
I
Source ID
Description
System ID
Description
ES -I
one cement storage silo (113
CD -I
one bagfilter (1,433 square
ton)
feet of filter area)
ES-2 one storage silo (54 CD-1 one bagfilter(1,433 square
ton) Ga x4r 4 feet of filter area)
ES-3 one ground cement storage CD-31 Li C ��k:`^'one bagfilter (250 square
silo (3 n) t`� feet of filter area)
ES-4
on yash s rage silo (70D-1
r
one bagfilter (1,433 square
tons
feet of filter area)
ES-5
one cement weigh hatcher
1(12
CD-1
one bagfilter (1,433 square
cubic yards)
feet of filter area)
ES-6
one truck load -out operation
CD-1
one bagfilter (1,433 square
feet of filter area)
Insinif cantlEXempt Sources
There are no insignificant/exempt sources and control systems contained in the Permit No.
05979R10.
Inspection Notes
On October 7, 2014, DAQ staff (Katherine Proffitt) performed a FCE of the Ready Mix Concrete
Company (RMCC) Jacksonville plant. The plant is rated at 130 yd3 per hour. During the
inspection a cement truck was unloading, and a concrete batch truck was loading. Cement is
refilled daily, and flyash is received every two to three days. The facility has thre cement silos,
and one flyash silo. ES-2 has changed from flyash to cement. According to Mr/Asberry the silos
are equipped with bindicators and alarms to avoid overflowing or over -bur d ning the baghouse
system.
Below is a list of the action item permit Conditions and DAQ's observations:

Ready Mix Concrete Co -- dacksonvilie
6700112
Inspection Type: FCE
October 7, 2014
Page 5 of 6
Permit Renewal and Emission Inventory Requirement Permit Condition A.2
The permit renewal and emissions inventory is due on June 2, 2015.
Particulate Control Requirement Permit Condition A.3
The allowable particulate matter emission rate from the operation of the concrete batch plant is
61.5 lbs/hr. Compliance with this permit Condition can be assumed by complying with permit I r `�,/
Conditions AA A.5 and A.8. Compliance can also be determined by conducting stack A
testing/emissions testing.
Visible Emissions Control Requirement Permit Condition A.4
Visible emissions from the unloading of concrete into transport trucks was 0-5% at the time of the
inspection. Visible emissions from loading of the cement silos from a tanker truck was 0%. (,6
Visible Emissions Control Requirement Permit Condition A.5� �'
Visible emissions from the unloading of concrete into transport trucks was 0-5% at the time of the �l �° GL
inspection. Visible emissions from loading of the cement silos, from a tanker truck was 0%.
Notification Requirement Permit Condition A.6
Mr. Asberry reported that there were no instances of excess emissions that lasted forfour or more
hours since the date of the last inspection.
Fugitive Dust Control Requirement Permit Condition A.7 JI S e-•-�/
The facility was operating at the time of the inspection. No visible fugitive emissionYwe+ noted as
migrating off -site. The stockpiles and surrounding property appeared to be adequately moist t
during the inspection. Mr. Asberry reported that no complaints had been received about the
facility from neighboring businesses or communities. This particular plant is located near a busy
road with residential and commercial properties located to the north and east.
Bagfilter Requirement Permit Condition A.8
The facility keeps comprehensive maintenance records on site. Ready Mixed Concrete Co has an
"Air Emissions Quick Reference Checklist" which includes compliance management practices
from the Ready Mixed Concrete Co. compliance policy and air permit. This includes a daily log of
production, a recorded reading of the magnehelic gauge, and visible inspection of the dust
collection system. The facility also requires weekly, monthly, semi-annual, and annual
maintenance on the bag house, all performed in accordance with the manufacturer's
recommendations. The facility had a copy of the manufacturers recommendations for the dust
collector. DAQ staff reviewed a random sampling of the record keeping requirements while
on -site. The last reading -for the bag house was 2.75 "WC on October 6, 2014. Manufactures
recommendations state that normal operating pressure across the bag house is 6 "WC or less.
Toxic Air Pollutant Emissions Limitation and Reporting Requirement Permit Condition A.9
The facility had records of the annual and monthly concrete production available. In 2013 the
facility produced 51,345 yd3 of concrete. The facility has produced 2725.75 yd3 during September

Ready Mix Concrete Co — Jacksonville
6700112
Inspection Type: hCE
October 7.2014
Page 6 of 6
2014.
Toxic Air Pollutant Emissions Limitation Requirement Permit Condition A.10
Compliance with permit Condition A.10 can be assumed by complying with the requirements of
permit Condition A.9.
Records Retention Requirement Permit Condition B.2
The facility should keep all records for a period of 2 years, unless another time period is specified. The
facility had historical records on site.
Permit Retention Requirement Permit Condition B.15
The facility had a copy of the air permit on -site.
Clean Air Act Section 112(r) Requirements Permit Condition B.16
The facility does not appear to have, use, or store any of the regulated toxic and flamina6le substances
listed in tables 1, 2, 3, and 4 in excess of the threshold limits to §68.130 of 40 CFR 63, ,Subpart 68 that is not
exempted.
Conclusion
Based on the information collected and observed during the course of the inspection it appears
that the facility is in compliance with the air permit and any applicable State or Federal air
regulations.
Recommendations
N/A
Attachments
N/A

NORTH CAROLINA DIVISION OF
Wilmington Regional Office
AIR QUALITY
Ready Mixed Concrete Company - Jacksonville
NC Facility ID 6700112
Inspection Report
County/F1PS: Onslow/133
Date: 10/20/2014
Facility Data
Permit Data
Ready Mixed Concrete Company - Jacksonville
Permit 05979 / RIO
222 Bell Fork Road
Issued 9/16/2010
Jacksonville, NC 28540
Expires 9/1/2015
Lat: 34d 45,7860m Long: 77d 24.1370m
Classification Small
SIC: 3273 / Ready -Mixed Concrete
Permit Status Active
NAICS: 32732 / heady -Mix Concrete Manufacturing
Current Permit Application(s) None
Program Applicability
SIP
Contact Data
Facility Contact
Authorized Contact
Technical Contact
Chris Johnson
Rickie Gray
Rickie Gray
Operations Manager
Division Manager
Division Manager
[phone]
[phone]
[phone]
Compliance Data
Comments:
Inspection Date 10/07/2014
Inspector's Name Katherine Proffitt
Inspector's Signature:
Operating Status Operating
Compliance Code Compliance - inspection
Action Code FCE
Date of Signature:
On -Site Inspection Result Compliance
Total Actual emissions in TONS/YEAR:
TSP
SO2
NOa
VOC
CO
PM 10
* HAP
2009
0.9610
---
----
---
---
0.4420
0.2645
2004
1.06
---
---
---
---
0.3500
0.I330
* Hi hest HAP Emitted (inpounds)
Five Year Violation History: None
Date Letter Type Rule Violated Violation Resolution Date
Performed Stack Tests since last FCE: None
Date Test Results Test Method(s) Source(s) Tested.
Inspection Start 0731 EDT Inspection End 082E EDT
Location and Directions/GPS Coordinates

Ready Mix Concrete Co —Jacksonville
6700112
Inspection Type; FC!
October 7, 2014
Page 2 of
This facility can be found easily using google maps. The DAQ IBeam database coordinates are
34.7631 North and-77.402283 West and appear acceptable for modeling purposes.
Weather Conditions
Moslyt cloudy, visibility up to ten miles, temp 57.9°F, winds calm, humidity 87%, barometric
pressure 30.13 and falling ft-om wunderground.corn, @ a weather station in Jacksonville, NC.
Name/Title/Phone/Email of contact(s) during inspection
Mr. Charles Asberry (plant manager) was the contact during the inspection.
Purpose
To conduct a Full Compliance Evaluation (FCE) for the fiscal year (FY) 2015 of Ready Mixed
Concrete - Jacksonville and to determine compliance with applicable Federal and State Air
Regulations and the September 16, 2010, air permit,
Safety equipment
Steel -toed shoes, safety vest, eye protection, hard hat, and hearing protection are required for this
inspection.
Facility & Process Description
This truck mix concrete batch plant produces ready mix concrete. The maximum rated production
capacity for this plant is 130 cubic yards per hour. A concrete batch plant stores, conveys,
measures, and discharges the ingredients for making concrete (sand, aggregates, cement, water,
and flyash) into transit -mix trucks by gravity. The discharge area is equipped with a flexible
bootfhood which is partially enclosed. The concrete batch plant operations consists of silo
loading, weigh hopper loading, aggregate transfer by conveyors, and mix loading (truck loading
activities). Typical production equipment consists of dozers, front end loaders, aggregate bins,
conveyors, cement storage silos, flyash storage silo, weigh hopper, and transport trucks equipped
with mixers. In order to make concrete, cement and flyash are transferred from silos to the weigh
hopper as a conveyor transfers sand and aggregates into the discharge area located below the
weigh hopper. The ingredients are then mixed with water to form concrete as the trucks travel to
various construction sites.
The primary air pollutant associated with concrete batch plants is particulate matter (PM, PM-10,
and PM 2.5). Particulate emissions are generated during the pneumatic transfer of material
(cement and fly ash) from transport trucks into the storage silo. Vehicle traffic, wind erosion, and
the transfer of materials (sand and aggregate) can generate fugitive dust emissions. Fugitive dust
emissions can be produced from the transfer of cement and flyash from the silo to the weigh

Ready Mix Concrete Co — Jacksonville
6700112
inspection Type; FCE
October 7, 2014
Page 3 of 6
hopper. When the materials to make concrete are discharged into the truck mixer fugitive dust is
also generated. The fugitive dust emitted from the discharge of materials into the truck is
controlled by the flexible boat/hood and a vacuum. Even with the enclosure, visible emissions may
still occur to some degree during periods of moderate to heavy winds. To control the fugitive dust
from wind erosion of the stockpiles (light aggregate and limestone) the facility uses sprinklers and
semi -enclosed concrete barriers, The majority of the property and grounds are paved and/or,
graveled in order to control fugitive dust from vehicle traffic. To prevent dust migration onto
public roads the trucks are washed by each operator after they are loaded.
The dust emissions from the concrete plant are controlled by a central dust collection system with
1,433 square feet of filtering area (CD-1) Dust emissions from the 328 ton ground cement silo is
controlled by a bag house with 250 square feet of filter area (CD-3F). These bag houses collect the
dust from the loading ofraw material into the cement and flyash storage silos, weigh hopper, and
the truck load out process. CD-1 is a closed loop dust collection system that transfers the captured
particulates back into the flyash silo. The dust collection system is equipped with a meter to
measure pressure drop across the unit (a magnehelic gauge). Ready Mixed Concrete reports that
when readings are between 3.5 and 5.5 that the bag house is operating at peak performance.
Readings greater than 5.5 would indicate that collector airflow is being restricted, and readings
less than 3,5 could indicate a problem with the bags or seals around the doors.
In order to prevent the silos from overfilling each silo is equipped with bindicators with alarms. If
the integrity of CD -I is compromised because of overfilling a silo then the enter plant will
shutdown.
The facility has three cement silos and one flyash silo. ES-2 listed in the permit as a jlyash silo is
now cement instead.
Operating hours are between 0600 EDT and 1800 EDT Monday through Friday.
Permitting & ReV_ulatory Standards
The facility was issued an air permit on September 16, 2010. This permit expires on September 1, 2015.
State Rules
15A NCAC 2D .0202,
"Registration ofAir Pollution Sources "
15A NCAC 2D .05I5,
"Particulates from Miscellaneous Industrial Process"
15A MCA 2D . 0521,
"Control of Visible Emissions"
15A NCAC 2Q .0535,
"Excess Emissions Reporting and Malfunctions"
15A NCAC 2D . 0540,
"Particulates from Fugitive Dust Emission Sources"
15A NCAC 2D , 0611,
"Monitoring Emissions from Other Sources"
15A NCAC 2D .1100,
"Control of Toxic Pollutants"
15A NCAC 2Q . 0711,
"Emission Rates Requiring a Permit "

Ready Mix Concrete Co —Jacksonville
6700112
Inspection Type: FCE
October 7, 2014
Page 4of6
Federal Rules
None.
Compliance History
The last full compliance evaluation was conducted on November 1, 2013, and the facility appeared
to be in compliance at the time of the inspection. The facility is required to submit an annual
report of the material produced each year. All reports have been received as required.
Permit Information/Equipment List
The following are emissions sources and control systems contained in the Permit No. 05979R10:
Emission
Emission Source
Control
Control System
Source ID
Description
S}'stem 1D
Description
ES-1
one cement storage silo (113
CD-1
one bagfilter (1,433 square
ton)
Ifeet of filter area)
ES-2
one flyash storage silo (54
CD-1
one bagfilter (1,433 square
ton)
feet of filter area)
=5 3
ronoground cement storage
JCU-3F
one bagfilter (250 square
(328 ton)
feet of filter area)
l.S-4
one flyash storage silo (70
(tons)
CD-1
one bagfilter (1,433 square
:
feet of filter area)
ES-5
one cement weigh hatcher
CD-i
one bagfilter {1,433 square
(12 cubic yards)
feet of filter area)
ES-6
one truck load -out operation
CD-1
one bagfilter (1,433 square
feet of filter area)
Insipanificant/Exempt Sources
There are no insignificant/exempt sources and control systems contained in the Permit No.
05979R10.
Inspection Notes
On October 7, 2014, DAQ staff (Katherine Proffitt) performed a FCE of the Ready Mix Concrete
Company (RMCC) Jacksonville plant. The plant is rated at 130 yd3 per hour. During the
inspection a cement truck was unloading, and a concrete batch truck was loading. Cement is
refilled daily, and flyash is received every two to three days. The facility has three cement silos,
and one flyash silo. ES-2 has changed from flyash to cement. According to Mr. Asberry the silos
are equipped with bindicators and alarms to avoid overflowing or over -burdening the baghouse
system.
Below is a list of the action item permit Conditions and DAQ's observations:

Ready Mix Concrete Co —Jacksonville
6700112
Inspection Type; FCE
October 7, 2014
Page 5 of 6
Permit Renewal and Emission ]Inventory Requirement Permit Condition A.2
The permit renewal and emissions inventory is due on June 2, 2015.
Particulate Control Requirement Permit Condition A.3
The allowable particulate matter emission rate from the operation of the concrete batch plant is
61'.5 lbs/hr. Compliance with this permit Condition can be assumed by complying with permit
Conditions A.4, A.5 and A.&. Compliance can also be determined by conducting stack
testing/emissions testing.
Visible Emissions Control Requirement Permit Condition A.4 ,
Risible emissions from the unloading of concrete into transport trucks was 0-5% at the time of the
inspection. Visible emissions from loading of the cement silos from a tanker truck was 0%.
Visible Emissions Control Requirement Permit Condition A.5
Risible emissions from the unloading of concrete into transport trucks was 0-5 % at the time of the
inspection. Visible emissions from loading of the cement silos from a tanker truck was 0%.
Notification Requirement Permit Condition A.6
Mr. Asberry reported that there were no instances of excess emissions that lasted for four or more
hours since the date of the last inspection.
Fugitive Dust Control Requirement Permit Condition A.7��
The facility was operating at the time of the inspection. No visible fugitive emissions were noted
migrating off -site. The stockpiles and surrounding property appeared to be adequately moist
during the inspection. Mr. Asberry reported that no complaints had been received about the
facility from neighboring businesses or communities. This particular plant is located near a busy
road with residential and commercial properties located to the north and east.
Bagtilter Requirement Permit Condition A.8
The facility keeps comprehensive maintenance records on site. Ready Mixed Concrete Co has an
"Air Emissions Quick Reference Checklist" which includes compliance management practices
from the Ready Mixed Concrete Co, compliance policy and air permit. This includes a daily log of
production, a recorded reading of the magnehelic gauge, and visible inspection of the dust
collection system. The facility also requires weekly, monthly, semi-annual, and annual
maintenance on the bag house, all performed in accordance with the manufacturer's
recommendations. The facility had a copy of the manufacturer's recommendations for the dust
collector. DAQ staffreviewed a random sampling of the record keeping requirements while
on -site. The last readingfor the bag house was 2.75 "WC on October 6, 2014. Manufactures
recommendations state that normal operating pressure across the bag house is 6 "WC or less.
Toxic Air Pollutant Emissions Limitation and Reporting Requirement Permit Condition A.9
The facility had records of the annual and monthly concrete production available. In 2013 the
facility produced 51,345 yd3 of concrete. The facility has produced 2725.75 yd3 during September

Ready Mix Concrete Co —Jacksonville
6700112
Inspection Type: FCE
October 7, 2014
Page 6 of 6
2014.
Toxic Air Pollutant Emissions Limitation Requirement Permit Condition A.10
Compliance with permit Condition A.10 can be assumed by complying with the requirements of
permit Condition A.9.
Records Retention Requirement Permit Condition B.2
The facility should keep all records for a period of 2 years, unless another time period is specified. The
facility had historical records on site.
Permit Retention Requirement Permit Condition 13.15
The facility had a copy of the air permit on -site.
Clean Air Act Section 112(r) Requirements Permit Condition 13.16
The facility does not appear to have, use, or store any of the regulated toxic and flammable substances
listed in tables 1, 2, 3, and 4 in excess of the threshold limits in §68.130 of 40 CFR 63, Subpart 68 that is not
exempted.
Conclusion
Based on the information collected and observed during the course of the inspection it appears
that the facility is in compliance with the air permit and any applicable State or Federal air
regulations.
Recommendations
LAVA
Attachments
N/A

1
MID -ATLANTIC
ASSOC IATES,INC.
Engineering & Environmental Soluliuns
409 Ragers View Cnrrrtl Raleighl North Carolina127610
800-486-75681919-250-99181919-250-9950 Facsimile
wKay.ntaamiline. cunt
June 29, 2011
Mr. Dean Hunkele
Senior Environmental Specialist JR1 CC Ilvq
North Carolina Department of Environment and Natural Resources
Division of Water Quality JUL 0 7 2011
127 Cardinal Drive Extension
Wilmington, North Carolina 28405 t..- Y•
Subject; RESPONSE TO REQUEST FOR INFORMATION
PROCESS WASTEWATER RECYCLING SYSTEM
READY MIXED CONCRETE COMPANY PLANT #49
222 BELL FORK ROAD
JACKSONVILLE, NORTH CAROLINA 0 5
MID -ATLANTIC JOB NO. 000R1255.29
o
Dear Mr. Hunkele:
As stated in Mid -Atlantic's Response to NPDES Compliance Inspection dated March 15, 2011,
Mid -Atlantic submits the following information regarding the process wastewater recycling system
for the Ready -Mixed Concrete facility located at 222 Bell Fork Road in Jacksonville, North Carolina.
Mid -Atlantic conducted a site visit in April 2011 to gather information for the preparation of a
Stormwater Pollution Prevention Plan and to construct a schematic drawing of the on -site recycling
system. The results of our site visit are summarized below and are based on our field observations
and information provided to Mid -Atlantic by the on -site personnel.
The site is designed and graded such that process water from the on -site truck washing
and aggregate wetting applications is directed into an on -site recycling system and reused
in plant operations. The recycling system consists of four recycling pits (sedimentation
basins), one 10,000-gallon water underground storage tank (UST), two sump pumps, a jet
motor pump, several aboveground and underground water lines, 2-way solenoid valves,
underground electrical lines, an electrical control panel, outlet, and a well water and
municipal water supply. A schematic diagram of the recycling system is provided as
Attachment A.
Process wastewater from the plant operations flows into the first of four recycling pits and is
gravity fed into each of the remaining recycling pits. A sump pump is positioned at the
bottom of Recycling Pit No. 4 at a depth of four feet below grade. The sump pump is
connected to an electrical outlet, which is activated based on a water -level float device
located within the 10,000-gallon water UST (i.e. when the water level drops to a specific
elevation inside the tank, the electrical outlet and its associated sump pump are activated).
MID -ATLANTIC
A..3S0CIATFS.INC.
Engi.,irin. & Eavirunmeneal Suilri­s

Process Water Recycling System
Ready Mixed Concrete Company — Plant #49
Jacksonville, North Carolina
June 2, 2011
Page 2
Two floats are used to monitor the water level within the 10,000-gallon holding tank. When
the water level drops to a specific elevation inside the tank, the sump pump is activated and
process water is pumped from the recycling pits into the holding tank, as described above.
In the event that the recycling pits are dry and the water level inside the holding tank
continues to drop, a second float is activated and well water is directed into the holding tank
via a series of 2-way solenoid valves. (Note: The system is designed such that well water
will only fill the holding tank to a total capacity of approximately 7,000 gallons, leaving the
remaining volume for process water and sufficient freeboard).
In the event that both the recycling pits and the on -site water -supply well are dry, municipal
water is manually supplied to the holding tank via a spigot near the tank access area. The
municipal water supply is only used as a last resort.
A sump pump is positioned at the bottom of the 10,000-gallon holding tank and is used to
supply water from the tank to the truck loading area on an as -needed basis. A jet motor
pump is also located near the tank access area and is used to pump water through a series
of aboveground water lines to be reused in aggregate wetting applications.
If the recycling pits were to overflow, the runoff would flow southwest across the site and enter a
designated drop inlet, which drains to an on -site retention pond. In the event of an overflow from
the retention pond, the runoff would flow through a series of rip -rap and vegetative buffers prior to
discharging off -site into Sandy Run Branch at Outfall 002. A site map showing the layout of the
subject site and the location of the recycling system, retention pond, and Outfall 002 is provided as
Attachment B.
Mid -Atlantic appreciates the opportunity to provide this information regarding the on -site
recycling system. If any questions arise or if we may be of further assistance, please feel free to
contact us at [phone].
Sincerely,
MID -ATLANTIC ASSOCIATES, INC.
ct'-A-1 I -
Charles B. Hoffman
Staff Geologist
Attachment A: Recycling System Diagram
Attachment B: Site Map
cc: Mr. Dexter Tart — Ready Mixed Concrete
Darin M. McClure, P.E.
Principal Engineer
MID -ATLANTIC
ASSOC IATE S.INC.
Enginrerin; d Environmtnlaf Soiurians

ATTACHMENT A
RECYCLING SYSTEM DIAGRAM
MID -ATLANTIC
AS10CIATE S,INC.
Engineering d Enrirnnmentol Solntian,r

rn �
N N
� I
N O
L7
AGGREGATE L1 LI) T
N STORAGE Z Cif
O I
O 0 0
Z � z
H C] 0 U
0 U O
I
I
Y Y
U U
w w
U � U
AGGREGATE V p
HOPPER w Lai
w
� �" z a
ar x zi-: ar
om om wm Qm
z Q
Q Z
2SCH 40 PVC 0
1 I QOQ¢
a w a U
g t � `1 F
uj 0C 0_ 0_
L U 0 0
Z Li -
TRUCK WASH 0
AREA U -j LiJ
U n W J
TRUCK Z L+J CID—
WELL WATER LOADING -U X N Z
SUMP PUMP SUPPLY AREA N 0
TRUCK WASH WATER UST
ELECTRICAL MUNICIPAL U N co
STAIRS PLATFORM OUTLET AAEEASS WATER SUPPLY � O)- U
I Q
I YYYj � 7
2' GALVANIZED
SUMP PUM STEEL
MUNICIPAL
WATER \ - - - ELECTRICAL
,► CONTROL ' ' ' r , U (n
WELL WATER O RECYCLING RECYCLING RECYCLING RECYCLING 1'wATER UST W PYL� W
PIT NO. 1 PIT NO. 2 PIT NO. 3 PIT NO. 4 ' > 0
sa caLLa z
Li
VALVE
z5a-cALLaN ` � o
FLUID
TpUTE TOTE I jc _-ACCESS I JET PUMP LA -
AREAS � MOTOR � � � �
V—V'��V�--Y�Y�VYVV�Y•--��VITV—^Y��Y—V�V—�-V��V�"V-�v—V—V V�Y�—YY—Y�YY—v^-V�Y � � L
LEGEND
I
I♦ SPILL/ORAINAcSPILL/DRAINAGE:FLaw D+REcn2' SCH 40 PVC
oN
2-WAY ASCO SOLENOID VALVE
WATER HOSE/SPIGOT
C l;,l
WATER SUPPLY U
ABOVEGROUND WATER LINE ��j Z
W
UNDERGROUND WATER LINE O 1 D LLI
—et—r— UNDERGROUND ELECTRICAL LINES Lr W
CINOERSLOCK WALL SCALE: l'- 10' W Q'

ATTACHMENT B
SITE MAP
MID -ATLANTIC
AS_SQCIATES,INC.
f.gr a ring d Earlroenttelal selauloet

550-GALLON
DIESEL AST WITH \
SECONDARY ,
8TEM ERA_CONTROTDRE CONTA\INMEN�T *� \
WATER AST " { +
4*
SAND
FORM
POURING
AREA
ADMIXTURE ASTa
WITH SECONDARY
CONTAINMENT
OUTFALL 001
34' 45' 43.7- N
7T 24' 10' W
LEGEND
DRAINAGE AREA
OGUTFALL
LOCATION
SPILL/DRAINAGE FLOW DIRECTION
ow
WATER -SUPPLY WELL LOCATION
®
STORM DRAIN/DROP INLET
®
DUMPSTER
U
PIPE INLET/OUTLET
- - - - -
- - - UNDERGROUND PIPE
SANDY RUN BRANCH
�•
�' DRAINAGE AREA BOUNDARY
—■--■—a—
FENCE
— — —
PROPERTY BOUNDARY
•..� CONCRETE
CINDERBLOCK WALL
ID -ATLANTIC
ASSOCIATES, INC.
Engineering & Environmental Solutions
STORAGE
AGGREGATE
FEED BINS
\ TRUCK LOADING
\ STATION
46
G
SILOS \ °
l
OUTFALL 002
34' 45' 43.8' N
7T 24' 7.1' W
1
;1= « .
°+4
�\\ CRUSHED \
+ � CONCRETE
\�\ DEBRIS \\
NOTES:
1. SUBJECT SITE IS APPROXIMATELY 95% IMPERVIOUS.
2. INDUSTRIAL ACTMi1ES TAKE PLACE IN DRAINAGE
AREA 1 AND POTENTIAL POLLUTANTS ASSOCIATED
WITH OUTFALLS 001 THROUGH 004 PRIMARILY
INCLUDE SUSPENDED SOLIDS. CEMENT, AND
PETROLEUM.
3, RUNOFF FROM DRAINAGE AREA 1 IS EITHER
RETAINED ON SITE, RECYCLED IN PLANT OPERATIONS.
OR DISCHARGES TO SANDY RUN BRANCH, SANDY
RUN BRANCH IS NOT LISTED ON N.C.'S 303 (d)
UST OF IMPAIRED WATERS AND IS NOT LISTED AS A
WATER BODY WITH AN ESTA13USHED TMOL
4. CONCRETE CRUSHING OPERATIONS ARE CONDUCTED
IN DRAINAGE AREA 2. RUNOFF FROM DRAINAGE AREA
2 DISCHARGES AS SHEET FLOW INTO SANDY RUN
BRANCH.
SITE MAP
READY MIXED CONCRETE COMPANY
222 BELL FORK ROAD
JACKSONVILLE, NORTH CAROLINA
0 100'
SCALE: 1'- IDO'
DRAWN BY.DATE: JUNE 2011
C" CHECK BY: J0B NO: 000R1255.29
BY: �
ENGINEER CHECK BY: cFk CAD 01-125502-29
APPROVED 6Y: CH DWG NO: 2.1
REFERENCE: MID -ATLANTIC FIELD NOTES.

LU
A
V
m
14
N.
maa: m
c �c m
V m ro
cam 8a�
E r-
W ¢W
OBEh 20hE 2000 OhTT 800L

>• Complete.items 1, 2, and 3. Also complete
Item 4 It Restricted Deiiivery Is desired.
s Print your name and address on the reverse
so that we can return the card to you.
■ Attach tW card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
A. Sign ture
X ❑ Agent e,kA
❑ Addressee
B. Recelved by (Printed Name) C. Date of Delivery �%
D. Is delivery address different from item V ❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type
�rtlfled Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number
FFtansferfromsMfCgA%W ' 7008 1140 0002 3401 4380
PS Form 3811, February 2004 Domestic Return Receipt 102595-024A-1540

UNITED STATES POSTAL SERVICE
• Sender: Please print your name, address', and
NC OR - Division of Water Quahty
Surface Water Protection Section
127 Cm inai Drive Extension
Wilmington, NE 2M5

9 IF
*YA
NCDENR
North Carolina Department of Environment and Natural
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
March 4, 2011
CERTIFIED MAIL #: 7008 1140 0002 3401 4380
RETURN RECEIPT REQUESTED
Chris Johnson, Division/Operations Manager
Southern Equipment Company Inc DBA Ready Mixed Concrete Co
PO Box 12783
New Bern, NC 28561
Dear Mr. Johnson:
Resources
Dee Freeman
Secretary
Subject: NPDES Compliance inspection Report
Jacksonville - Bell Fork Rd Ready Mix Plant #49
NPDES General Permit No. NCG140135
OnslowCounty
1 conducted an inspection of the Jacksonville - Bell Fork Rd Ready Mix Plant #49 Facility on February 15,
2011. This inspection was conducted to verify that the facility is operating in compliance with the
conditions and limitations specified in NPDES General Permit No. NCG 140135. The findings and
comments noted during this inspection are provided in the enclosed copy of Compliance Inspection
Report.
Please respond in writing to this office within 30 days upon your receipt of this letter regarding your plans
or measures to be taken to address the issues identified In the enclosed report. A timeframe or date for
completion should be provided for each item, but all must be addressed no later than June 30, 2011
when the current permit expires. Please remember that renewal of the permit must be requested within
6 months of expiration, thus it can be requested at any time and our Central Office in Raleigh should be
contacted for further Information.
If you have any questions concerning this report, you may contact me at the letterhead contact
information or via email at Dean.Hunkele@ncdenr-gov.
Enclosure
Cc: Wilmington Regional Office File - Permit Type by County
Central Files, Surface Water Protection Section
Wilmington Regional Office
127 Ccrdind Drive Extension Wilmington, INC- 28405
Phone: [phone] / FAX: [phone]
Internet: www.ncwaier ualilv,orq
Sincerely,
Dean Hunkele
Senior Environmental Specialist
One
NorthCarolina
NatunTJ111
An Equal Opportunity/Affirmative Action Employer
50%Rf-cvV..IPd/lit%Post C:nnuimar Pnnr.r
Cuslomer Service 1-8 77-623-6748

Permit: NCG140135
SOC:
County: Onslow
Region: Wilmington
Compliance Inspection Report
Effective: 08/01/09 Expiration: 06/30/11 Owner: Southern Equipment Company Inc DBA
Ready Mixed Concrete Co
Effective: Expiration: Facility: Jacksonville - Bell Fork Rd Ready Mix Plant
#49
222 Bell Fork Rd
Contact Person: Rickie Gray
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
24 hour contact name
On -site representative
Related Permits:
Chris Johnson
Brian Asberry
Title: Regional Manager
Certification:
Jacksonville NC 28540
Phone: [phone]
Phone:
Phone: [phone]
Phone: [phone]
Inspection Date: 0211512011 Entry Time: 01:05 PM Exit Time: 02:30 PM
Primary Inspector: Dean A Hunkele Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: ROC Ready Mix Concrete StormwaterNVastewater Discharge
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
Storm Water
(See attachment summary) .
Page: 1

__-
Permit: NCG140135 Owner - Facility: Southern Equipment Company Inc SBA Ready Mixed
Concrete Co
Inspection Date: 02115/2011 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
This was an unannounced visit. Technically, the results of the inspection should warrant a Notice of Violation. However,
due to some attempt at compliance, some proactiveness, and no observation of an immediate threat, it will be considered
"marginally" compliant provided that items are addressed in a a timely manner_
Overall, the site looks staple and no clear indication of impacts leaving the site in the vicinity of the creek; but this creek
flushes very well based on ditch bank elevation. Facility has been installing concrete blocks to help prevent sediment loss
and keep vehicular traffic out of vegetative buffers which is to be commended. In some areas the blocks should probably
be moved to flatter areas and off any sloped areas. However, these same blocks restrict effectiveness or use 'of the
settling basin if basin relies entirely on overland, sheet flow for collection of potential pollutants_
There are a multitude of issues with the facility's compliance with this permit as detailed to large extent in the comment
sections of the report. Independent sampling of stormwater and process wastewater with significantly different
benchmark concentrations for discharge is an issue -- sampling of the stream is not allowed to show compliance with the
permit.
The current settling basin apppears to be a newer one (relocated & perhaps a little larger) versus one on the site in early
2006 based on a comparison of aerial photos. It is our understanding that this facilty changed ownership at some point in
2004. Prior to the basin being moved, the facility's process wastewater treatment needs should have been evalutated by
a professional engineer such that the basin was designed with proper surface area, volume, and structure to provide
adequate detention plus design a wastewater transmission system to its location. An Authorization -to -Construct (A-to-C)
may have been required from Raleigh. A detailed as -built site plan with drainage routes, outfall locations, and an
evaulation of wastewater system including settling basin capacity, etc. must be completed ASAP, but prior to permit
renewal such that site or design changes can be implemented to meet next permit.
Page: 2

.__1
Permit: NCO140135 owner - Facility: Southern Equipment Company Inc DBA Ready Mixed
Concrete Co
Inspection Date: 02J1512011 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan,
Yes
No NA
NE
Does the site have a Stormwater Pollution Prevention Plan?
■
❑ ❑
❑
# Does the Plan include a General Location (USGS) map?
n
❑ ❑
-❑
# Does the Plan include a "Narrative Description of Practices"?
■
Cl ❑
❑
# Does the Plan include a detailed site map including outfall locations and drainage areas?
❑
O ❑
❑
# Does the Plan include a list of significant spills occurring during the past 3 years?
❑
Cl ■
❑
# Has the facility evaluated feasible alternatives to current practices?
■
Cl ❑
❑
# Does the facility provide all necessary secondary containment?
fl
❑ ❑
■
# Does the Plan include a BMP summary?
0
❑ ❑
❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
❑
❑ ❑
■
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
B
❑ ❑
❑
# 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?
■
❑ ❑
❑
Has the Stormwater Pollution Prevention Plan been implemented?
❑
M ❑
❑
Comment: Site has a plan based on the old permit valid from 2004 until July 2009;
thus needs updating and a lot of site changes appear to have occurred since plan
created or last updated. Did not have a scaled site map/drawing that shows drainage
areas, collection points & piping, and outfalls with plan during inspection, but had a
rough site sketch. Drawing was requested via e-mail after inspection, but it is not
adequate as it does not show the required items. Also, most concrete facilities have two
distinct waste streams with different outfalls that must be monitored_ For this facility, it
has two distinct sites on each side of the creek and saw no indication how process
wastewater from permitted areas is routed to the settling basin, The recycled concrete
crushing area could be considered to generate a process wastewater.
Qualitative Monitor n Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? .,. ■ ❑ Q ❑
Comment: last one done on 10-8-2010 which is good since significant rainfall in the
previous week.
Analytical Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? ❑ o Q ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? 0000
Page: 3

Permit: NCG140135 Owner • Facility: Southern Equipment Company Inc DBA Ready Mixed
Concrete Co
Inspection Date: 02/15/2011 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Comment: Facility is sampling per outdated plan and old permit, thus missing the
current permit's annual minimum requirement versus previous requirement. Facility is
actually sampling in the creek as it leaves the site rather than at oufall locations and
recently started sampling the creek as it enters the site for comparison. While creek
monitoring can be done for informational purposes, it does not meet the requirement to
monitor the wastewater componentloutfali and all stormwater outfalls.
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: Facility does not have a copy of current CoC & permit. Current permit
expires on 6-30-2011 and renewal must be requested from Raleigh. It is expected that
some significant changes will be included and the Flan should be updated again once it
is issued & becomes effective. Some site changes may be needed once new permit is
issued, thus site plan would need to updated at that time.
•9*-
V-- u- UA LIU
Page: 4

READY MI LEIS CONCRETE COMPANY
3610 Bush Street, Raleigh, NC 27609 P.O. Box 27326, Raleigh, NC 27611
Telephone [phone]
Fax [phone]
Guaranteed Strength -
March 15, 2011
Mr. Dean Hunkele
Senior Environmental Specialist
N.C. Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Response to NPDES Compliance Inspection Report
Ready Mixed Concrete Company Plant #49
222 Bell Fork Road
Jacksonville, North Carolina
Dear Mr. Hunkele:
Ready Mixed Concrete Company (Ready Mixed) appreciates the opportunity to respond to your
NPDES Compliance Inspection Report, dated March 4, 2011. As requested in your letter and
agreed upon during our telephone conversation of March 14, 2011, Ready Mixed plans to engage
Mid -Atlantic Associates, Inc. (Mid -Atlantic) to conduct a site visit and prepare an as -built site map.
This site map will include property boundaries, sources of potential pollutants, drainage routes,
drainage areas, and other pertinent features as required by the general permit. This site map will be
included in the new stormwater pollution prevention plan (SPPP), which will also be prepared by
Mid -Atlantic. While on site Mid -Atlantic will also gather information on the facility recycle
system. This information will be presented to you in a short letter format. Mid -Atlantic will also
work with Ready Mixed personnel to insure that they understand the general permit, sampling
locations, frequencies, etc. and implementation of the new SPPP. We anticipate these activities to
be completed within the next 60-days.
We appreciate the opportunity to respond to your request. Please do not hesitate to contact me at
919-790-1520 extension 243 or dtart a r cc.com if you have any questions.
Read Mixed Concrete Company
exter Tar#
Corporate Environmental Mana<ger
Cc Darin McClure, Mid -Atlantic
Rickie Gray, Ready Mixed — Greenville, NC
kAR z 6 Z011

Permit: NCG 140135
SOC:
County: Onslow
Region: Wilmington
Compliance Inspection Report
Effective: 08/01/09 Expiration: 06/30111 Owner: Southern Equipment Company Inc
Effective: Expiration: Facility: Ready Mixed Concrete Co - Jacksonville,
Plant 49
222 Bell Fork Rd
Contact Person: Rickie Gray
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
24 hour contact name
On -site representative
Related Permits:
Chris Johnson
Brian Asberry
Title:
Inspection Date: 02/15/2011 Entry Time: 01:05 PM
Primary Inspector: Dean A Hunkele
Secondary Inspector(s):
Jacksonville NC 28540
Phone: [phone]
Certification:
Exit Time: 02:30 PM
Phone:
Phone: [phone]
Phone: [phone] _
Phone: [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:
0 Storm Water
(See attachment summary)
Page: 1

Permit: NCG140135 Owner - Facility: Southern Equipment Company Inc
Inspection Date: 02/15/2011 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
This was an unannounced visit. Technically, the results of the inspection should warrant a Notice of Violation. However, `
due to some attempt at compliance, some proactiveness, and no observation of an immediate threat, it will be considered
"marginally" compliant provided that items are addressed in a a timely manner_
Overall, the site looks staple and no clear indication of impacts leaving the site in the vicinity of the creek; but this creek
flushes very well based on ditch bank elevation. Facility has been installing concrete blocks to help prevent sediment loss
and keep vehicular traffic out of vegetative buffers which is to be commended. In some areas the blocks should probably
be moved to flatter areas and off any sloped areas. However, these same blocks restrict effectiveness or use of the
settling basin if basin relies entirely on overland, sheet flow for collection of potential pollutants.
There are a multitude of issues with the facility's compliance with this permit as detailed to large extent in the comment
sections of the report. Independent sampling of stormwater and process wastewater with significantly different
benchmark concentrations for discharge is an issue -- sampling of the stream is not allowed to show compliance with the
permit.
The current settling basin apppears to be a newer one (relocated & perhaps a little larger) versus one on the site in early
2006 based on a comparison of aerial photos. It is our understanding that this facilty changed ownership at some point in
2004. Prior to the basin being moved, the facility's process wastewater treatment needs should have been evalutated by
a professional engineer such that the basin was designed with proper surface area, volume, and structure to provide
adequate detention plus design a wastewater transmission system to its location_ An Authorization -to -Construct (A-to-C)
may have been required from Raleigh. A detailed as -built site plan with drainage routes, outfall locations, and an
evaulation of wastewater system including settling basin capacity, etc. must be completed ASAP, but prior to permit
renewal such that site or design changes can be implemented to meet next permit.
Page: 2

Permit: NCG140135 owner -Facility: Southern Equipment Company Inc
Inspection Date: 02/15/2011 Inspection Type: Compliance Evaluation
Reason for Visit:
Routine
Stormwater Pollution Prevention Plan
Yes
No
NA
NE
Does the site have a Stormwater Pollution Prevention Plan?
■
# Does the Plan include a General Location (USGS) map?
■
n
n
n
# Does the Plan include a "Narrative Description of Practices"?
■
n
n
n
# Does the Plan include a detailed site map including outfall locations and drainage areas?
n
■
n
n
# Does the Plan include a list of significant spills occurring during the past 3 years?
F1
n
p
n
# Has the facility evaluated feasible alternatives to current practices?
■
n
n
n
# Does the facility provide all necessary secondary containment?
❑
n
n
■
# Does the Plan include a BMP summary?
■
n
n
n
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
❑
❑
❑
■
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
e
n
❑
n
# Does the facility provide and document Employee Training?
■
n
n
n
# Does the Plan include a list of Responsible Party(s)?
■
n
n
n
# Is the Plan reviewed and updated annually?
n
■
n
D
# Does the Plan include a Stormwater Facility Inspection Program?
■
❑
❑
1)
Has the Stormwater Pollution Prevention Plan been implemented?
1)
■
0
❑
Comment: Site has a plan based on the old permit valid from 2004 until July 2009;
thus needs updating and a lot of site changes appear to have occurred since plan
created or last updated. Did not have a scaled site map/drawing that shows drainage
areas, collection points & piping, and outfalls with plan during inspection, but had a
rough site sketch. Drawing was requested via e-mail after inspection, but it is not
adequate as it does not show the required items. Also, most concrete facilities have two
distinct waste streams with different outfalls that must be monitored. For this facility, it
has two distinct sites on each side of the creek and saw no indication how process
wastewater from permitted areas is routed to the settling basin. The recycled concrete
crushing area could be considered to generate a process wastewater.
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? ■ n n
Comment: Last one done on 10-5-2010 which is good since significant rainfall in the
previous week.
Analytical Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? ❑ ■ 0 n
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? n n ■ n
Page: 3

Permit: NCG140135 Owner - Facility: 5oulhern Equipment Company Inc
Inspection Date: 02/15t2011 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Comment: Facility is sampling per outdated plan and old permit, thus missing the
current permit's annual minimum requirement versus previous requirement. Facility is
actually sampling in the creek as it leaves the site rather than at oufall locations and
recently started sampling the creek as it enters the site for comparison. While creek
monitoring can be done for informational purposes, it does not meet the requirement to
monitor the wastewater componentloutfall and all stormwater outfalls.
Permit and Outfalls
Yes
No
NA
NE
# Is a copy of the Permit and the Certificate of Coverage available at the site?
G
■
n
n
# Were all outfalls observed during the inspection?
■
n
n
# If the facility has representative outfall status, is it properly documented by the Division?
0
n
■
n
# Has the facility evaluated all illicit (non stormwater) discharges?
li l
n
0
M
Comment: Facility does not have a copy of current CoC & permit. Current permit
expires on 6-30-2011 and renewal must be requested from Raleigh. It is expected that
some significant changes will be included and the Plan should be updated again once it
is issued & becomes effective. Some site changes may be needed once new permit is
issued, thus site plan would need to updated at that time.
Page: 4

October 29, 2004
Laity Spence
Southern Equipment Co., dba Ready Mixed Concrete Co.
P.Q. Boa 27326
Raleigh, North Carolina 27611
Dear Mr. Spence:
Michael F. Easley, Govemor
William G. Ross Jr.. Secretary
North Carolina Department of Enviromnent and Natural Resources
Alan W. Klimek RE, Director
Division or Water Quality
RECEIVED
NOV c: 5 2004
BY-
Subject- NPDES General Pemvt NCG140000
Certificate of Coverage NCG140135
Ready Mixed Concrete Co. - Jacksonville
Formerly APA Atlantic Inc. Coastal
Carolina Division
Onslow County
Division personnel have reviewed and approved your request to transfer coverage under the General Permit,
received on May 13, 2004.
Please find enclosed the revised Certificate of Coverage- The herms and conditions contained in the General
Pemut remain unchanged and in full effect This revised Certificate of Coverage is issued under the requirements of
North Carolina General Statutes 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S.
Envirownental Protection Agency.
If you have any questions, please contact the Stormwater Permitting Unit at [phone], extension 525.
Sincerely,
ORIGINAL SIGNED BY
13RADLEY BENNE-tT
Bradley Bennett, Supervisor
cc: DWQ central Fifes
Wilmin%mou Rcpoaal Offtee, Waxer Quality Section
FrStoa, ater Permitting Unit
om
WrthCarofina
lUaturally
Norila'Caroliaa Division of Water Quality 1617 MO Service Center Raleigh, NC 27699-1617 Phone [phone] Citstorner Service
Internet: h2o.enr.shate-nc.us 512 N, Sali_sWry St. Ralcigh, NC 27604 FAX [phone]

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE No. NCG140135
STORMWATER AND PROCESS WASTEWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMMATION 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,
SOUTHERN EQUIPMENT CO. INC., DBA READY MIXED CONCRETE CO.
is hereby authorized to discharge stormwater from a facility located at
READY IvDCED CONCRETE CO_ - JACKSONVILLE
140 BELL FORK RD.
JACKSONVILLE
ONSLOW COUNTY
to receiving waters designated as an unnamed tributary Scales Creek, a class SC NSW HQW water, in the White
Oak River Basin in ac am -dance with the eliiuerii limitations, monitoring requirements, and other conditions set
forth in Parts 1, It, Ill, 1V, V, and VI of General Permit No_ NCGI40OW as attached.
This certificate of coverage shall become effective October 29, 2004.
This Certificate of Coverage shall remain in effort for the duration of the General Permit.
Signod this day October 29, 2004. ORIGINAL SIGNED BY
BRADLEY BENNET
Alan W. Klimck, Director
Division of Water Quality
By Authority of the Environmental Management Commission

r'
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
July 26, 1999
T E BRILEY
BARRUS CONSTRUCTION CO - DIV. OF APAC
P.O. BOX 399
KINSTON, NC 28502
1 � •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Reissue - NPDES Stormwater Permit
Barrus Construction Co - Div. Of APAC
COC Number NCG140135
Dear Permittee: Onslow County
In response to your renewal application for continued coverage under general permit NCG140000, the Division of
Water Quality (DWQ) is forwarding herewith the reissued stormwater general permit. 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 December 6, 1983.
The following information is included with your permit package:
• A copy of general stormwater permit NCG140000
* A Stormwater Pollution Prevention Plan (SPPP) Certification Form. Completion of this form is required to
certify that you have developed and implemented the SPPP as per the conditions of the permit. This form
must be completed and returned to the Division within 30 days of receipt of this letter.
DO NOT SEND the SPPP with the signed form.
* Five copies of the Analytical Monitoring form and five copies of the Qualitative Monitoring form
* A copy of a Technical Bulletin for the general permit which outlines changes in the permit, key requirements,
and addresses frequently asked questions
* A Certificate of Coverage
Your coverage under this general permit is not transferable except after notice to DWQ. The Division 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 DENR or 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 Bill Mills of the Central Office Stormwater
and General Permits Unit at [phone], ext. 548
Sincerely,
for Kerr T. Stevens
cc: Central Files
Stormwater and General permits Unit Files
Wilmington Regional Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE No. NCG140135
STORMWATER AND PROCESS WASTEWATER 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,
BARRUS CONSTRUCTION CO - DIV. OF APAC
is hereby authorized to operate a process wastewater treatment system, and is hereby authorized to discharge process
wastewater and stormwater from a facility located at
BARRUS CONSTRUCTION CO - DIV. OF APAC
P.O. BOX 905
JACKSONVII..LE
ONSLOW COUNTY
to receiving waters designated as a UT of Scales Creek in the White Oak River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts 1, II, III,
IV, V, and VI of General Permit No. NCG140000 as attached.
This certificate of coverage shall become effective August I, 1999.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day July 26, 1999.
for Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Lr
f�Siate of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. T, E, Briley
Barr -us Construction Co., Div. of APAC
P. O. Box 399
Kinston, NC 28502
Dear Mr. T. E. Briley:
April28, 1995
Subject: General Permit No. NCG 140000
Barrus Construction Co., Div. of APAC
COC NCG140135
Onslow County
In accordance with your application for a stormwater discharge permit received on December 12, 1994, we
are forwarding herewith the subject certificate of coverage 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
December 6, 1983.
The stormwater permit you are receiving, NCG 140000, does not permit wasting concrete, dumping excess
concrete, directly into storm sewer outfalls or into waters of the state. Any facility which either dumps excess
concrete or washes excess concrete into storm sewers or waters of the state will be operating in direct violation to
both the terms of this permit and the North Carolina General Statutes. Such a discharge shall be considered an
illegal discharge and may subject the owner to enforcement actions in accordance with North Carolina General
Statutes 143-215.6A
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to
you, you have the right to request an individual permit by submitting an individual permit application. Unless
such demand is made, this certificate of coverage shall be final and binding.
Please take notice that this certificate of coverage is not transferable except after notice to the Division of
Environmental Management. The Division of Environmental Management may require modification or revocatior
and reissuance of the certificate of coverage. �u
This permit does not affect the legal requirements to obtain other permits which may be required by the
Division of Environmental Management 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.
If you have any question concerning this permit, please contact Mr. Bill Mills at telephone number 9191733-
5083, extension 548.
Sincerely,
Original Signed By
Coleen H. Sullins
A. Preston Howard, Jr. P.E.
cc: Wilmington Regional Office
Mr. Roosevelt Childress, EPA
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled! 10% post -consumer paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
GENERA. PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG149135
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATIQ�LSYSTEM
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,
Barrus Construction Co., Div. of APAC
is hereby authorized to discharge storriiwater and rinse waters from a facility located at
104 Bell Pork Road
Jacksonville
Onslow County
to receiving waters designated as an unnamed tributary to Scales Creek in the White Oak River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III
and IV of General Permit No. NCG140000 as attached.
This Certificate of Coverage shall become effective April 28, 1995.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day April 28, 1995.
Coleen
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

JACKSONVILLE SOUTH QUADRANGLE
NORTH CAROLINA—ONSLOW CO. Ap
7.5 MINUTE SERIES (TOPOGRAPHIC)
NW/4 NEW RIVER 35' QUADRANGLE
1.7 MI, TO U.S, 17
.W. 70 4,,�S 25' 1279 1 287 77'22'30"
1280 2 480 000 FEET 1281 SE_ �- ro.VK i.1 top.
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pt
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FACILITY
CouNly
NPDES
MAP #
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41
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l j`��

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE No. NCG140135
STORMWATER AND PROCESS WASTEWATER 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,
..APAC Atlantic Inc. Coastal Carolina Division
is hereby authorized to discharge stormwater from a facility located at
104 Bell Fork Road
Jacksonville
Onsiow County
to receiving waters designated as an unnamed tributary Scales Creek, a class SC NSW HQW water in the Fite Oak River
Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, 11I, IV, V,
and VI of General Permit No. NCG140000 as attached.
This certificate of coverage shall become effective July 7, 2003.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day July 7, 2003
tan W. Klimek, P.E. Director
ivision of Water Quality
By Authority of the Environmental Management Commission

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
July 7, 2003
Mr. William Earp
APAC Atlantic Inc. Coastal Carolina Division
PO Box 399
Kinston, North Carolina 29502
M 91W,A
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: NPDES Permit Modification — Name/Ownership Change
Permit NCG 14 013 5
Jacksonville
(Formerly Barrus Construction)
Onslow County
Dear Mr. (Warp:
In accordance with your request received June 23, 2003, the Division is forwarding the subject permit modification.
This modification documents the change in name/ownership at the subject facility. All other terms and conditions in the
original permit remain unchanged and in full effect. This permit modification is issued under the requirements of North
Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U. S. Environmental
Protection Agency dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this permit modification are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following
receipt of this letter. This request must be a written petition conforming to Chapter 150B of the North Carolina General
Statutes, filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, North Carolina 27699-6714.
Unless such demand is made, this decision shall be final and binding.
This permit does not affect the legal requirement to obtain other permits which may be required by the Division of
Water Quality, the Division of Land Resources, Coastal Area Management Act, or any other Federal or Local government
permit that may be required. If you have any questions concerning this permit, please contact Valery Stephens at the
telephone number or address listed below.
cc: Central Files
Wilmington Regional Office, Water Quality Section
NPDES Unit
1617 Mail Service Center, Raleigh, North Carolina 27OW1617
Sincerely,
ean. Klimek, P.E.
919 733-5t183, extension 520 (tax) 919 733-0719
VISIT us ON THE INTERNET @ http:Ilh2o.enr.State.nc.us/ [e-mail]

M\
V'Vo,l
#Vl

TEMPER
COMM
WATER
ADMIXTURE AST
WITH SECONOAT'-
L
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\`\+
swo �.
lb
FORM
POURING
\.\�
AREA
`
\\IN
DUTFALL 091 —
34' 4543.7' N
77 24' ". W
IL
5�
r �
WRIER STORAGE \
MATING' RECYCLING UST _
NKFA PITS \
TRUCK # 0WASH
FF1C£ \ \ \
VL^' PIT
TOR ©1
STORAGEMAWTENANC
ICLE \
E
GAA�E A5Rl1f\ut \ /
550--CAXON
DIESEL AV AND
OE CONTAINMENT
AREA
R
OUTFALL ODx \\\, ® ! roNCRETE
D
34' 45: 4ae• N \ 7
DEBRIS77 2� 7.4'
LE4LND
n B AREA
O _ DUSALL LOCATION
SPILL/DRAIMAGE FLOW OWECTK/N _ NOTES.
OW WATER -SUPPLY WELL LOCAMN 1, SUBJECT SITE IS APPR0IOMATELY 951E IMPERVIOUS.
x. INDUSTRIAL ACTIVITIES TAKE PLACE IN DRAINAGE
STORM ORAINJOROP INLET AREA 1 AND POTENTIAL POLLUTANTS ASSOCIATED
® DUHPSTLR WUH OUTFACE 001 ANO oLITFALL 002 PRmiARILY
INCLUDE SUSPOWED SOLIDS, CEME?TT. AND
O PIPE INLET/O(MET PETROLEUM.
UNDERGROUND PIPE J. RUNOFF FROM DRAINACE AREA 1 IS EITHER
RETAINED ON ATE. RECfCLEO IN PUNT OPERATIONS.
SANDY RUN BAANL71 OR OSCHARGFS TO SANDY RUN BRANCH. SANDY
— — DRQAACE AREA BOUNDARY RUN BRANCH 5 NOT LISTED ON N.C.'S ]ITS d
-^• —•— a lhdWM WATERS AHD IS NOT
FENCE WATER BODY WTT71 AN ESTADLISHED TMOL u n
- -_ -- PROPERTY BOUNDARY 4, CONCRETE CRUSWNC OPERATIONS ARE CDNDUDIED
CONCRETE IN ORAWAGE AREA 2. RUNOFF FROM DPAINACE AREA 0 100,
2 DISCHARGES AS SHEET FLOW INTO SANDY RUN
COTDE.RSLOCK WAj.I, BdfcN. SCRF_ 1'- s00'
DRAWN DATE; FEBRUARY 2012
SITE MAP BY:
ID —ATLANTIC READY MIXED CONCRETE COMPANY DRAFTING CHECK JOB NO: 00OR1255.29
ASSOCIATES, INC. 222 BELL FORK ROAD ENGINEER CHECK
JACKSONVILLE, NORTH CAROLINA BY, CAD # 01-125502-29
F_n;ineering G!I viralllllC/11t115011lhp7lS APPROVED DWG NO: 2.1
BY:
REFERENCE: MID —ATLANTIC FIELD NOTES.

1�
-a.ry T
MCDEN
Stormwater Discharge Out€all (SDO)
Qualitative Monitoring Report
For (midance on /illii7q out this fain, prleuse visit: htT��-��rt�l tr�dertr'.e�r;;/t`t lr/Gvc�.�tvs/sIi�rj.�ciess�_� fi.t�lII-, I
Permit No.: N/C/ / l / `�//j�)/ ®/0/ or Certificate of Coverage No.:/C/G/L l`'I
Facility Name: .,,r
County: Phone No. !Z/y
lnspector: tr%1215 ✓ Ns�r� -- -- -
Date of Inspection: =3'%
Time of Inspection: /49 =/���►"'�
Total Event Precipitation (inches): S
Was this a "Representative Storm Event" or "MeaSLII-eable Storm Event" as defined by the permit?
(See information below.)
%A Yes ❑ No
Please verify whether Qualitative Monitoring must be performed during a "representative storm
event" or "measureoble storm event" (requirements vary, depending on the permit).
Qualitative monitoring requirements vary. Most permits require qualitative monitoring to be
performed during a "representative storm event" or during a "measureable storm event." However,
some permits do riot have this requirement. Please refer to these definitions, if applicable.
A "representative storm event" is a storm event that measures greater than 0.1 inches of rainfall
and that is preceded by at least 72 hours (3 days) in which no storm event measuring greater than
0.1 inches has occurred. A single storm event may contain up to 10 consecutive hours of no
precipitation.
A "measurable storm event" is a storm event that results in an actual discharge from the
permitted site outfall. The previous measurable storm event must have been at least 72 hours
prior. The 72-hour storm interval does not apply if the perniittee is able to document that a shorter
interval is representative for local storm events during the sampling period, and the permittee
obtains approval from the local DWQ Regional Office.
By thijsignatlrn;Ie j certify that this report is accurate and complete to the best of my knowledge:
(Slagnature gtPermittee or Designee)
Page 1 of 2
SWLI-2-12, Listmodiried 10/25/2012

I. Outfall Description:
Outfall No. - Structure (pipe, ditch, etc.)
Receiving Stream:
Describe the industrial acti ities that occur within the outfall drainage area:
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: GIG4--1'
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc.): Alp
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy:
1 3 4 5
5. Floating Solids: Choose the number which best describes the amount of floating solids in
the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
1 2 3 4 5
b. Suspended Solids: Choose the number which best describes the amount of suspended
solids in the stormwater discharg where 1. is no solids and 5 is extremely muddy:
2 3 4 5
7. Is there any foam in the stormwater discharge? Yes o
8. Is there an oil sheen in the stormwater discharge? Yes o
9. Is there evidence of erosion or deposition at the outfall? Yes N
10. Other Obvious Indicators of Stormwater Pollution:
List and describe
(Vote: Low clarity, high solids, and/or the presence of foarn, oil sheen, or erosion/deposition
may be indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
Sk1%'U-2,12, i.ast modified 10/25/2012

STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE N0. NCG14 0 LL t_
FACILITY NAME: kn d i
PERSON COLLECTINd SAIVIPLES, 'L1,, 3
CERTIFIED LABORATORYC&v .�ej f Lab # tO
Lab #
OPTIONAL INFO:
Past A: StOrmwater Monitoring Requirements
SAMPLE COLLECTION YEAR:
SAMPLING PERIOD: ❑ July -December [4 January -June
COUNTY
PHONE NO. (P I
ADD TO LISTSERVE? OYES ®NO EMAIL:
DISCHARGING TO CLASS: ❑SA ❑HQW ❑PNA ❑Trout ❑Other
outfall No.
Date 5ample
Collected
(mo/dd/yr OR
NO FLOW)i
Ah
(Standard
Units)
TSS
(mg/L)
Event
Duration
[minutes}
Total
.
Rainfall
(in)
In Tier 2
Monthly
Monitoring?
`y/n)
# of Months in Tier
z
2 5ampling
i
1 If "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample'period above.
If a value is in excess of the benchmark, or outside the benchmark range (for ph), you must impiemert the Tier 1 or Tier 2 responses }n the General Permit. Tier 2
MontNy sampling shall be done until 3 Cpnsecutive samples are below the benchmark or within the benchmark range,
n T55 benchmark values are 300 mg/l, except when discharging io ORW, HQW, Trout, and PNIA waters where they are 50 mg/I.
For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge.
Permit Date: 7/1/2011-60/30/2015
Last RevFsed 7/13/11
Page 1 of 2
.AA.0 Ci-I(elo

Part B: Vehicle Maintenance Activity Monitoring Requirements for facilities using > 55 gal of new motor oil/month — averaged over a calendar year.
Oitfall
NO.
Date Sample
Collected
Imo/dd/yr}-
pH
(Standard
Units)
TPH using method
1664A SGT-HEM
(mg/L)
Total Suspended
Solids
"mg/t)
Everit
Duration
(minutes)
Total
a
Rainfall
(in)
New Motor Oil
Usage
{gal/month)
In Tier 2
monthly
Monitoring?
Win)
# of Months
in Tier 2
6-9
is
-
1`
i
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL {INCLUDING VEHICLE MAfNTENANCE)? YES ❑ NO
HAVE YOU CONTACTED THE REGION? YES ❑ NO
REGIONAL OFFICE CONTACT NAME:
Mail Original and one copy of this DMR (including all "Ng_Flow" & "No Discharge" reports) within 3_0 days of receipt of sample (or at end of monitoring period
in case of "No Flow") to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Ceriter
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible For gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
am awar"haLthereVfejgniflcant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
(Signature of P mittee) (Date)
Permit Date: 7/1/2011-60/3C/201S East Revised 7/13/11
Page 2 of 2

Compliance Inspection Report
Permit: NCG140135
SOC:
County: Onslow
Region: Wilmington
Contact Person: Rickie Gray
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
24 hour contact name
On -site representative
Related Permits:
Effective: 08/01109 Expiration: G6130/11 Owner : Southern Equipment Company Inc
Effective: Expiration: Facility: Ready Mixed Concrete Co. - Jacksonville, Plant 49
222 Bell Fork Rd
Title:
Certification:
Chris Johnson
Brian Asberry
Jacksonville NC 28540
Inspection Date: 02/15/2011 EntryTime: 01105PM Exit Time: 02:30PM
Primary Inspector: Dean Hunkele
Secondary Inspector(s):
Phone: [phone]
Phone:
252-637-6298
910-346-4196
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Ready Mix Concrete 5tormwateNWastewater Discharge COC
Facility Status: Compliant Not Compliant
Question Areas:
■ Storm Water
(See attachment summary)
Page: 1

Permit: NCG140135 Owner • Facility: Southern Equipment Company Inc
inspection Date: 02115/2011 tnspection Type : Compliance Evaluation Reason for Visit: Routine
Inspection Summary.,
This was an unannounced visit. Technically, the results of the inspection should warrant a Notice of Violation. However,
due to some attempt at compliance, some proactiveness, and no observation of an immediate threat, it will be considered
"marginally" compliant provided that items are addressed in a a timely manner.
Overall, the site looks staple and no clear indication of impacts leaving the site in the vicinity of the creek; but this creek
flushes very well based on ditch bank elevation. Facility has been installing concrete blocks to help prevent sediment loss
and keep vehicular traffic out of vegetative buffers which is to be commended. In some areas the blocks should probably be
moved to flatter areas and off any sloped areas. However, these same blocks restrict effectiveness or use of the settling
basin if basin relies entirely on overland, sheet flow for collection of potential pollutants_
There are a multitude of issues with the facility's compliance with this permit as detailed to large extent in the comment
sections of the report. Independent sampling of stormwater and process wastewater with significantly different benchmark
concentrations for discharge is an issue -- sampling of the stream is not allowed to show compliance with the permit.
The current settling basin apppears to be a newer one (relocated R perhaps a little larger) versus one on the site in early
2006 based on a comparison of aerial photos. It is our understanding that this facilty changed ownership at some point in
2004. Prior to the basin being moved, the facility's process wastewater treatment needs should have been evalutated by a
professional engineer such that the basin was designed with proper surface area, volume, and structure to provide adequate
detention plus design a wastewater transmission system to its location. An Authorization -to -Construct (A-to-C) may have
been required from Raleigh. A detailed as -built site plan with drainage routes, outfall locations, and an evaulation of
wastewater system including settling basin capacity, etc. must be completed ASAP, but prior to permit renewal such that
site or design changes can be implemented to meet next permit.
Page: 2

permit: NCG140135 Owner - Facility: Southern Equipment Company Inc
Inspection Date: 02/1512011 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Analytical Monitories
Has the facility conducted its Analytical monitoring?
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas?
Yes No NA NE
❑ IN ❑ ❑
❑❑■❑
Comment: Facility is sampling er outdated plan and old permit, thus missing the currentpermit's annual
minimum requirement versus previous requirement. Facility is actually sampling in the creek as
it leaves the site rather than at oufall locations and recently started sampling the creek as it
enters the site for comparison. While creek monitoring can be done for informational purposes.
it does not meet the requirement to monitor the wastewater component/outfall and all
stormwater outfalls.
Permit and Outfalls
Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site?
❑
E
❑ ❑
# Were all outtalls observed during the inspection?
e
❑
❑ ❑
If the facility has representative outfall status, is it properly documented by the Division?
❑
❑
E ❑
# Has the facility evaluated all illicit (non stormwater) discharges?
❑
❑
❑
Comment: Facilitv does not have a coov of current CoC & oermit. Current Dermit exDires on 6-30-2011 and
renewal must be requested from Raleigh. It is expected that some significant changes will be
included and the Plan should be updated again once it is issued & becomes effective. Some
site changes may be needed once new permit is issued, thus site plan would need to updated at
that time.
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? Q ❑ ❑ ❑
Comment: Last one done on 10-8-2010 which is good since significant rainfall in the previous week.
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?
Yes No NA NE
❑ ❑ ❑
❑ ❑ ❑
❑❑■❑
® ❑ ❑ ❑
❑❑❑■
M ❑ ❑ ❑
❑❑❑®
■❑❑❑
Page: 3

permit: NCG140135
Owner - Facility: Southern Equipment Company Inc
Inspection date: 02/15/2011 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan Yes No Na NE
# Does the facility provide and document Employee Training? M ❑ ❑ ❑
# Does the Plan include a list of Respons+ble Party(s)? M ❑ {] ❑
# Is the Plan reviewed and updated annually? ❑ M ❑ ❑
# Does the Plan include a Stormwater Facility Inspection Program? N ❑ ❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented? ❑ 0 ❑ ❑
Comment: Site has a plan based on the old permit valid from 2004 until July 2009: thus needs updating and
a lot of site changes appear to have occurred since plan created or last updated. Did not have a
scaled site map/drawing that shows drainage areas. collection points & piping. and outfalls with
plan during inspection. but had a rough site sketch. Drawing was requested via e-mail after
inspection, but it is not adequate as it does not show the required items. Also, most concrete
facilities have two distinct waste streams with different outfalls that must be monitored. For this
facility, it has two distinct sites on each side of the creek and saw no indication how process_
wastewater from permitted areas is routed to the settling basin. The recycled concrete
crushing area could be considered to generate a process wastewater.
Page: 4