NCG140293_COMPLETE FILE - HISTORICAL_20151012

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/V / 7
DOC TYPE
L4 HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ U I a
YYYYM M D D

( A
PLT
CONCRETE SERVICES, INC.
September 29, 2015
Mr. Cheng Zhang
Environmental Senior Specialist
N.C.D.E.N.R.
1628 Mail Service Center
Raleigh NC 27699-1617
Dear Mr. Zhang,
NC rD[NR Raleigh Regional Ofrice
I have received your report on the Multi -Media Compliance Inspection conducted at our Wilson
Plant on August 18, 2015. After review of your report, 1 see there are a few responses needed on some
items of concern that you have noted and are as follows:
Item #2- The S.P.P.P. has been reviewed and updated where needed and will be done so each year as
required. All contact info has been updated and the plan has been reviewed with all revisions
documented. The additional back storage bay on the wash pit has been added to the site plan and
additional grading has been performed to ensure that any overflow reaches our detention pond. Also, a
new copy of the General Permit has been placed in our book.
Item #4- Our waste area for returned concrete is encompassed by an earth berm and is now completely
intact with no open breaches. This area is used for only hardened and returned concrete for future
crushing.
I'm confident that the proper corrections have been made regarding your areas of concern and
welcome any further input that would help us in the management of our Storm Water Plan. Please
contact me at 252-293-0500 if you have any questions and thank you for your assistance.
Sincerely,
PLT Concrete Services, Inc.
Rick Proctor
General Manager
3214 Turnage Road • Wilson, North Carolina 27893 • Office 252-293-0500 • Fax [phone]

North Carolina
Pat McCrory
Governor
Mr. Rick Proctor
General Manager
PLT Concrete Services, Inc.
3214 Tumage Road
Wilson, NC 27893
,F.
NCDENR
Department of Environment and Natural Resources
September 14, 2015
Subject: NPDES Stormwater Compliance Evaluation Inspection
Certificate of Coverage No. NCG140293
PLT Concrete Services, Inc.
Wilson County
Dear Mr. Proctor:
Donald R. van der Vaart
Secretary
_A 3 1 � , l
NC DENR Raleigh Regional office
Staff from the Department of Environmental and Natural Resources (DENR) conducted a stormwater
inspection on August 18, 2015, as part of a multimedia inspection of your facility. Your assistance
during the inspection was greatly appreciated. The inspection report is attached. Findings during the
inspection were as follows:
Certificate of Coverage (COC) No. NCG140073 under NPDES General Permit NCG140000
was issued to PLT Concrete Services, Inc. to discharge stormwater runoff and process
wastewater to an unnamed tributary to Comentnea Creek, a WS-IV, NSW, CA stream, in the
Neuse River Basin.
2. The facility has developed a stormwater pollution prevention plan (SPPP). A review of the
plan indicated that it included most components required by the general permit. However,
the plan has not been reviewed/updated annually as required by the General Permit,
some contact information was outdated. Annual plan review/update must be
documented. The backbay behind the wash pits needs to be added to the site map. The
General Permit in the stormwater file was an expired version; please replace it with a
current effective version, which is available from DENR website.
Semi-annual qualitative monitoring has been conducted as required by the permit at the lone
stormwater discharge outfall (SDO). You stated that no discharge had been observed at the
outfall. Runoff enters the water quality pond via two forebays (connected to the pond). The
water quality pond was dry at the time of inspection.
NCDENR Raleigh Regional Office
1628 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 3800 Barrett Drive, Raleigh North Carolina 27609
Phone: 919-791A2001 Fax: [phone]
An Equal Opportunity 1 Affirmative Action Employer - Made in part with recycled paper

Page 2 of 2
4. The SDO was observed during the inspection. It was maintained and accessible. Several
breaches along the berm in the waste concrete disposal area were observed; these
breaches need to be closed to prevent runoff from leaving the area.
Please respond in writing regarding Items 2 and 4 within 60 days of receipt of this letter. If you
have any questions regarding the attached report or any of the findings, please contact Cheng Zhang at
919-791-4200 (or email: cheng.zhang(�ncdenr.gov).
Sincerely,
Cheng Zhang
Environmental Senior Specialist
Raleigh Regional Office
Enclosure: Compliance Evaluation Inspection Form
cc: Central Files
RRO SWP files

*1
NC®ENR
North Carolina Department of Environment and Natur
Pat McCrory
Governor
Mr. Rick Proctor
General Manager
PLT Concrete Services, Inc.
3214 Turnage Road
Wilson, NC 27893
Dear Permittee:
Donald R. van der Vaart
Secretary
September 14, 2015
Subject: Multimedia Compliance Inspection
PLT Concrete Services, Inc.
Wilson County
Department of Environment and Natural Resources staff conducted a multimedia compliance inspection
of PLT Concrete Services, Inc. on August 18, 2015 for permitted and/or other activities administered by
the following Divisions:
Division of Air
Division of Energy,
Division of Water
Division of Waste
Quality(DAQ)
Mineral, and Land
Resources (DWR)
Management (DWM)
Resources EMLR
We hope that you have enjoyed the benefit of our initiative to provide a single inspector capable of
handling multiple areas of environmental compliance at your facility. 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. If there are no notes or comments under each Division
header, you may assume compliance with that particular Division's rules and regulations at the time of
inspection. Should violations be noted in the attached report, you may receive separate enforcement
related correspondence in addition to this report.
If you have any questions regarding this multimedia inspection, please contact me at Cheng Zhang
([e-mail]). Thank you for your cooperation.
cc:
DAQ RRO Files
DWR RRO Files
NCDENR Raleigh Regional OKoe
1628 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 3800 Barrett Drive, Raleigh North Carolina 27609
Phone: [phone] Fax:[phone]
An Equal Opportunity 1 Affirmative Action Employer - Made in part with recycled paper

I
-tp,

w
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
September 14, 2015
Mr. Rick Proctor
General Manager
PLT Concrete Services, Inc.
3214 Turnage Road
Wilson, NC 27893
Subject: NPDES Stormwater Compliance Evaluation Inspection
Certificate of Coverage No. NCG140293
PLT Concrete Services, Inc.
Wilson County
Dear Mr. Proctor:
Staff from the Department of Environmental and Natural Resources (DENR) conducted a stormwater
inspection on August 18, 2015, as part of a multimedia inspection of your facility. Your assistance
during the inspection was greatly appreciated. The inspection report is attached. Findings during the
inspection were as follows:
Certificate of Coverage (COC) No. NCG140073 under NPDES General Permit NCG140000
was issued to PLT Concrete Services, Inc. to discharge stormwater runoff and process
wastewater to an unnamed tributary to Contentnea Creek, a WS-IV, NSW, CA stream, in the
Neuse River Basin.
The facility has developed a stormwater pollution prevention plan (SPPP). A review of the
plan indicated that it included most components required by the general permit. However,
the plan has not been reviewed/updated annually as required by the General Permit,
some contact information was outdated. Annual plan review/update must be
documented. The backbay behind the wash pits needs to be added to the site map. The
General Permit in the stormwater file was an expired version; please replace it with a
current effective version, which is available from DENR website.
3. Semi-annual qualitative monitoring has been conducted as required by the permit at the lone
stormwater discharge outfall (SDO). You stated that no discharge had been observed at the
outfall. Runoff enters the water quality pond via two forebays (connected to the pond). The
water quality pond was dry at the time of inspection.
NCDENR Raleigh Regional Office
1628 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 3800 Barrett Drive, Raleigh North Carolina 27609
Phone: [phone] Fax:[phone]
An Equal Opportunity 1 Affirmative Action Employer - Made in part with recycled paper

Page 2 of 2
4. The SDO was observed during the inspection. It was maintained and accessible. Several
breaches along the berm in the waste concrete disposal area were observed; these
breaches need to be closed to prevent runoff from leaving the area.
Please respond in writing regarding Items 2 and 4 within 60 days of receipt of this letter. If you
have any questions regarding the attached report or any of the findings, please contact Cheng Zhang at
919-791-4200 (or email: cheng.zhang(a ncdenr.gov).
Sincerely,
Cheng Zhang
Environmental Senior Specialist
Raleigh Regional Office
Enclosure: Compliance Evaluation Inspection Form
cc: Central Files
RRO S W P files

Compliance Inspection Report
Permit: NCG140293 Effective: 07/01/11 Expiration: 06/30/16 Owner: PLT Concrete Services Incorporated
SOC: Effective: Expiration: Facility: PLT Concrete Services Inc
County: Wilson - 3214 Tumage Rd
Region: Raleigh
Wilson NC 27893
Contact Person: Rick Proctor
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 08/18/2015
Primary Inspector: Chang Zhang
Secondary Inspector(s):
Title:
EntryTime: 10:OOAM
Certification:
Phone: [phone]
Phone:
Exit Time: 1145AM
g /! ri / ye ,d— Phone: [phone]
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Ready Mix Concrete StormwaterNJastewater Discharge COC
Facility Status: Compliant Not Compliant
Question Areas:
i Storm water
(See attachment summary)
Page: 1

Permit: NCG140293 Owner - Facility: PLT Concrete Services Incorporated
Inspection Date: 08/18/2015 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Overall, the facility was in compliance. The SPPP does need to be reviewed/updated annually, which shall be documented.
Page: 2

Pe"It: NCG140293 Owner - Facility: PLT Concrete Services Incorporated
Inspection Date: 08/18/2015 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?
Yes No NA NE
® ❑ ❑ ❑
®❑ ❑ ❑
®❑❑❑
❑❑■❑
® ❑ ❑ ❑
s❑❑❑
r�i♦T�T�I
■❑❑❑
■❑❑❑
E ❑ ❑ ❑
* ❑ ❑ ❑
❑ E ❑ ❑
■❑❑❑
s❑❑❑
Comment: The plan has not been reviewed/updated annually. Some personnel and contact information are
outdated. The backbay behind the wash pits needs to be depicted on the site map.
Qualitative Monitoring yes No NA NE
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: Mr. Proctor stated that no flow was observed at the lone stormwater discharge outfall. At the
Yes No NA NE
❑ ❑ ® ❑
❑ ❑ E ❑
time of inspection the water quality pond was dry.
Permit and Outfalls yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? ® ❑ ❑ ❑
# Were all outfalls observed during the inspection? E ❑ ❑ Cl
# If the facility has representative outfall status, is it property documented by the Division? ❑ ❑ ■ ❑
# Has the facility evaluated all illicit (non stormwater) discharges? ❑ ❑ ❑
Comment: The permit kept on site is an expired version. Several breaches were observed along the berm in
the waste concrete disposal area.
Page: 3

NORTH CAROLINA DIVISION OF
AIR QUALITY
Inspection Report
Date: 09/ 11 /2015
Facility Data
PLT Concrete Services, Inc.
3214 Tonnage Road
Wilson, NC 27894
Lat: 35d 41.0180m Long: 77d 57.1550m
SIC: 3273 / Ready -Mixed Concrete
NAICS: 32732 / Ready -Mix Concrete Manufacturing
Facility Contact
Rick Proctor
General Manager
[phone]
Comments: In Compliance
Inspector's Signature:
Date of Signature:
Total Actual emissions
Contact Data
Authorized Contact
Rick Proctor
General Manager
[phone]
Technical Contact
Rick Proctor
General Manager
[phone]
PLT Concrete Services, Inc.
NC Facility ID 9800207
County/FIPS: Wilson/195
Permit Data
Permit 08905 / R04
Issued 4/23/2014
Expires 3/31/2022
Classification Small
Permit Status Active
Current Permit Application(s) None
SIP
Program Applicability
Compliance Data
Inspection Date 08/18/2015
Inspector's Name Cheng Zhang
Operating Status Operating
Compliance Code Compliance - inspection
Action Code FCE
On -Site Inspection Result Compliance
TSP
S02
NOX
VOC
CO
PMIO
*HAP
2013
0.4200
---
---
---
---
0.1930
0.0100
2008
0.6130
---
---
---
---
0.2820
---
give Year Violation History: None
Date LetterTyue Rule Violated
Performed Stack Tests since last FCE: None
Date Test Results Test Method(s)
Violation Resolution Date
Source(s) Tested
(1) DIRECTIONS: From the RRO, take I-440 to US-64 East. Travel and merge right onto US-264 East. Stay on US-64
East and take exit 43A US-301 North. After you get off the cloverleaf, immediately get into the left lane where you turn
left onto Turnage Road (There is a red Orkin pest control sign at the beginning of this road). The facility is on the right.
There is a 3214A (main office) and 3214B (plant managers office) Tonnage Road. The facility contact and the records are
in 3214B.

(II) FACILITY DESCRIPTION: The facility is a concrete batch plant. Recommended safety equipment includes a hard
hat, blaze orange safety vest, earplugs and safety glasses for personal protective equipment.
(Ill) INSPECTION SUMMARY: On July 18, 2015, I (Cheng Zhang) met with Rick Proctor, General Manager, to
conduct a compliance inspection of the facility (as part of a multimedia inspection). Initially, we reviewed the permit
conditions and logbooks. Afterwards we toured the facility, but forecast rainfall cancelled many orders so the facility was
in wait mode. Overall, the facility was operating well from an air quality standpoint on the day of the inspection.
(IV) PERMITTED EMISSION SOURCES:
Emission
Emission Source
Control
Control System
Source ID
Description
System ID
Description
truck mix concrete batch plant (120 cubic yards per hour maximum capacity) consisting of the following equipment:
SIL-101 cement silo (4,175 cubic feet maximum capacity) COL-101 baghouse (1,433 square feet of filter area)
SIL-102 flyash silo (3,506 cubic feet maximum capacity) COL-101 baghouse (1,433 square feet of filter area)
BAT-101 cement weigh hatcher (12 cubic yard capacity) COL-101 baghouse (1,433 square feet of filter area)
sand and aggregate weigh batcher (12 cubic yard
BAT-102
capacity)
N/A
N/A
truck loadout (120 cubic yards per hour maximum
TLO-101
capacity)
COL-101
baghouse (1,433 square feet of filter area)
***IN COMPLIANCE — Permitted equipment appeared to be well -maintained, but was not in operation at the time of
the inspection.***
(V) SPECIFIC CONDITIONS AND LIMITATIONS:
A.I 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 and 2D .1806.
***IN COMPLIANCE - The facility appears to be in compliance with all applicable state and federal regulations.***
A.2 PERMIT RENEWAL AND EMISSION INVENTORY REQUIREMENT - At least 90 days prior to the
expiration date of this permit, the Permittee shall submit the air pollution emission inventory report 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.
***IN COMPLIANCE — During the inspection it was discussed that the permit expires March 31, 2022 and the
emission inventory due will be for the 2020 calendar year. ***
A.3 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.
***fN COMPLIANCE - The facility produces less than (80 to 100 tons/hour) what is allowed in the permit (120
tons/hour). The sources that produce particulate emissions are connected to a well maintained bagfilter, which controls
the particulate emissions enough to satisfy this requirement.***
AA VISIBLE EMISSIONS CONTROL REQUIREMENT - As required by 15A NCAC 2D .0521 "Control of Visible
Emissions," visible emissions from the emission 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.
***IN COMPLIANCE —The plant was not in production during the inspection.***
A.5 NOTIFICATION REOUIREMENT - 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 notify the DAQ.
***IN COMPLIANCE — No excess emissions have been noted or reported regarding this facility.***
A.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.
***IN COMPLIANCE —No fugitive dust was observed on the day of the inspection.***
A.7 BAGFILTER REQUIREMENTS - As required by 15A NCAC 2D .0611, the permittee is to maintain and inspect
the fabric filters (including cartridge filters, baghouses, and other dry filter particulate collection devices) and record
the results of these activities in a logbook.
***IN COMPLIANCE - The weekly bagfilter logbook/maintenance, appeared to be complete and up to date. The
facility has a contract with Edwards Inc., who services the baghouse twice a year.
A.8 CONTROL AND PROHIBITION OF ODOROUS EMISSIONS - As required by 15A NCAC 2D .1806 "Control
and Prohibition of Odorous Emissions" the Permittee shall not operate the facility without implementing management
practices or installing and operating odor control equipment sufficient to prevent odorous emissions from the facility
from causing or contributing to objectionable odors beyond the facility's boundary.
***IN COMPLIANCE —No objectionable odors were observed.***
(VI) STACK TEST HISTORY: There has been no stack test in the last 5 years.
(VII) COMPLIANCE HISTORY: IBEAM and DAQ files show no NODS, NOVs, or NREs for this facility.
(Vlll) RECOMMENDATIONS AND CONCLUSIONS: At the time of inspection, this facility appeared to be in
compliance with its current air permit. Recommend re -inspection within two years.

CONCRETE SERVICES, INC.
July 30, 2003
Mr. Kenneth Schuster, P.E.
Regional Water Quality Supervisor
1628 Mail Service Center
Raleigh, NC 27699-1628
Dear Mr. Schuster,
In response to your request for stormwater sampling data during 2002 and 2003, 1
have included our most recent report dated 4/15/03 and also a report on 9/05/02 taken
from our Wilson Plant.
I don't have any data on our new plant in Rocky Mount, NC, but we anticipate
being able to take a sample this week during these late day storms we are having.
We will send you a copy of those reports when we receive them back from our
testing firm and if there's anything else you feel we need to do, please let us know.
Thank you and please call if I can be of further assistance.
Sincerely,
PLT CONCRETE SERVICES, INC.
Rick Proctor
General Manager
3214 Tumnoge Road • Wilson, North Carolina 27893 • Office 252-293-0500 • Fax [phone]

Mr. Rick Proctor, General Manager
PLT Concrete Services, Inc.
3214 Tumage Rd
Wilson, NC 27893
Dear Mr. Proctor:
:`.illiam G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
.:Ian W. Klimek, P.E. Director
Division of Water Qualitv
Vlav 15. 2003 R'<«/z�
a3o6( �
Subject: Stormwater Compliance Inspection
PLT Concrete Services. Inc.
NPDES Stormwater Permit NCG 140293
Wilson. NC
Wilson County
On May 6, 2003 Mr. Myrl Nisely of the Raleigh Regional Office of the Division of Water Quality made a compliance
inspection at the Wilson facility. A copy of the inspection checklist is attached. The help you provided. and the late,
discussion with Mr. Paul Strickland was appreciated. Observations were as follows:
1. The Stormwater Pollution Prevention Plan manual (SP3) contained all of the required data and was well organized.
2. Inspections of the facility were documented monthly, going bevond the permit requirement of semi-annuai
inspections.
Concrete disposal, if any, is done by pouring blocks. Drum washouts are done into spcciail.: cesiencd cells from
which the washout water is reused for other drum washouts. out is not used in mrakins more concrete. [n a hen "y rait:.
this water may overflow that recycle system and travel to the detention pond. There are ')Fans :o ouiid ano[hr: ceii
behind the three existing cells to take this overflow. That cell is not expected to o1"e:flo%%. 'cu: %%ill evaooratc.
4. Songs accumulated in the washout cells are removed and air U : next to the %�ashoui cclis.:'...:'ate: piac� oil, a utie
of broken concrete nearby. This storage area will soon un&7,zo improvement'o': ,n:nine=ic:::. "ails around t'arce
sides. Tice pile is periodically hauled away for use as fill.
5. Summertime wetting of aggregate travels to the Detention Pond.
6. Vehicle washing is done near the entrance gate. This runoff travels through three check dams and then flows onto a
large grassy area. pH checks are made on a monthly basis and logged.
7. Secondary containment structures for fuels and for admixture chemicals were clean and the drain handles were
locked. Observation records were in order for each time a containment was drained.
8. Housekeeping was excellent, and the concrete surfaces in the plant were clean and well kept.
N. C. Division of Water Quality 1626 Mail Service Center Raleigh, IJC 27699-1626 [phone]
Raleigh Regional Office
NI:D[ii;t
Customer Service
1 800 623-774II

PLT Concrete Services, Inc.
5/6/03
Paee 2
Vehicle Maintenance reportedly uses 200 to 300 gallons of ne%y motor oil per month. so falis under Par II(B)(2).
However, all work is done inside the building and rainwater runs off as sheettlow to the side of the propem, so
sampling is not required. The used oil is stored inside and penodicalh, removed by Noble Oil.
Thank you for your attention to the stormwater permit for this facility;. If you have comments or questions, please contact
me at 919 571-4700.
Sincerely,
Y OIL
Nlyrl A. Nisely
Environmental Specialist II
cc: NPDES Compliance Unit
Central Files

Umtet Staves cnvircnmentai Prctem:on Agency
Fen Aoeroved.
Wasninglon, O.C. 20460
EPA
cl.ls I:o. 2e40-0657
Water Compliance Inspection Report
Appr :a expires 6-31 o6
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
20I
1 I l 2 I,.I 31 I11 12I 03/05/06 117 18I„I 19 LS
NCG140'_93 u L
LJ L'J 1 J
Remarks
21l1111111111111111111111111111IIIII11166
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 OA ----------'--''^eserved------------
67 1 69 70 LI �J LJ 71 L 72 73 174 7 5I I I I 180
l 1
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW. also include
Entry Time/Date Permit Effective Date
POTW name and NPDES permit Number)
Fit Concrete services :--_crperaced
Exit T ime�Dale Fenn Expiration Caret
3719 T.uznaae Rd
Wilscn NC 37893
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Pick Proctor///
Rick Proctor;//
Name. Address of Responsible Offidal/iitle/Phone and Fax Number
Contacted
Ricky Proctcr,3219 Turnace Rd Wilson NC '<7993!i:5'_-.53-0500/
❑c
Section C: Areas Evaluated During Inspection (Check only those areas evaluated
eccrds/Retorts Facv!ty Site Reviex stcrm ,:aces
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessar.,
sae :.c cached i.ett=_r
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers _are
Signature of Management Q A Reviewer Agency/OffcelPhone and Fax Numbers Este
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.

Readymix Concrete Stormwater Inspection Checklist
Type of Visit Compliance Inspection/Program Audit Tech Assistance or Re: on
Location PLSConcrete;Servlces, Inc Wilson, NC
Facility Number NCG14020Date 5/6/03 Time In9:30 AM Time Out 10:50 AM
People Interviewed, and Titles: Rick Procto Gen Mg , Paul Sfnckland, Analyst
SPPP Documentation (Site Plan Part II (A)(1)
1. CoLmy of Certificate of Coverage ®Yes pNo Copy of Permit ®Yes pNo Requested but not required
2. General Location (USGS) Map shows plant ®Yes pNO, lines of discharge Part II(A)(1)(a)
to water of State ®Yes `pNo, Stream labeled ®Yes pNo, Latitude and longitude ©Yes [],No
Comments P.ondrdtschu -es as sheet flow to wetlandd, nn,llnes of dts hazge or stream_ labeling tieeded
3. Narrative Descnption of Practices ®Yes pNo r�
Part II(A)(1)(b)
4. Site map ®Yes pNo Shows flows & areas served with arrows and
Part II(A)(1)(c)
% impervious surface ®_Yes pNo, buildings ®_Yes pNo, process areas ®Yes []No.
disposal areas ®Yes _No, drainage structures ®Yes []No, existing BMPs- such as secondary
containment
®Yes pNo, list of potential pollutants ®Yes pNo
Comments:.
5. List of significant spills in last') years or certif if none ®Yes pNo Nonesmce start
PartII(A)(1)(d)
RRO called? pYes pNo
6. SW curtails have been evaluated for process water pYes 0No outfalldi from pond
Part II(A)(1)(e)
7. Feasibility of Changing Practices pYes ®No E1antwas`desitmedT6]riightprac6ces
Part II(A)(2)(a)
8. Secondary Containment ®Yes pNo ':''-. _`ti Schedule needed? ❑Yes ®No
Part II(A)(2)(b)
Records of Draining Containment, Observations Made ®Yes pNo Ckd every big rain
9. BMP Summary ®Yes pNo
Part II(A)(2)(c)
10. SPRP Plan ®Yes pNo, Responsible personnel still employed here? ®Yes ❑No
Pan II(.A)(3)
11. PM and Housekeeping Plan pYes ❑No -',' :} j Record of Inspections? pYes iiXo
Part II(A)(4)
12. Employee training _®Yes ❑No — for everybody ❑Yes ❑No 4/9/03 by Inco, Inc.
Part II(A)(5 )
13. Responsible parties, chain of command page pYes ❑No
Part II(A)(6)
14. Plan updated/reviewed annually pYes pNo
Part ll(A)(7 )
15. Stormwater Facility Inspection Program pYes pNo Good records
Part II(A)(S)
16. This Plan Has Been Implemented (documents in manual. .
Part II(A)(9)
eninloyees show awareness ©Yes ❑No Comments
Sampling and Analytical Data Part II(C)
All Stormwater and Process Water is Recycled (TIC(3)) ❑Yes ®No
Rain Gauge on site (not required) pYes pNo
if <10 yr storm and overflows, sample. if>10 yr storm, sampling not required. How do thcy know if 10 pr storm or not!
Record of an overflow ®Yes pNo Details
If not all recycled, what is allowed to discharge? Vehicle Cleaning (HC2) N Recycle overflow (IIC3
above) [2 Wetting of Aggregate (IIC4)® Mixing drum cleanout (IICS) 4t`

Analytical data present ❑Yes []No. Compliant.'❑Yes ❑No
sformwater pond system that occasionally discharges to a
ch achvtty required as would normally be expected at a
Total precip pYes pNo, Storm duration ❑Yes ❑No. Total flow Est. ❑Yes ON--o,Field pH ❑Yes ❑No.
Chain of custody pYes pNo
Qualitative Monitoring performed semiannually ®Yes pNo Wet 0 Dry ® Pan II(F)
Stormwater not combined with process wastewater— general runoff PartII(C)(I)
Analytical data ®_Yes pNo, Chain of Custody pYes pNo. Qualitative Monitoring performed
semiannually (Section F) ®Yes pNo.
Wet 0 Dry
If using cutoff policy, how many sample rounds
Cutoff Concentrations met dYes ❑No '. -`' °Ever have a Bypass" ❑Yes ❑No (III (C)(4)a1 &21
Notification given? pYes pNo
Outdoor Inspection
I located all discharge points ®Yes pNo No. of areas served 1
Sample points appropriate ®Yes pNo
Location if different from discharge point
Housekeeping: Trash pYes pNo Dust ❑Yes ®No Clean;iX,611 kept site
Take pH pYes pNo Value(s) Pond pH checked, acid occasionally added.
Take photos ❑Yes 0No
Containment Area satisfactory ®Yes ❑No. Loose drums pYes ❑No. Locked drain 11"es 7N.1
Concrete disposal pile comments Use left -over for blocks or paving. Solids iron, %asl.oui cri!s ,e
place in a pile that will soon have blocks walls on three sides.
Comments
nwater.from the beginning..:Several innovative techniques are
ugh solids impacts Ope"additional cellds planned as final
Recommendations: Increase pH checks on the first Vehicle Wash checkdam to weekly.
Requirements: 0.1.
Letter is to go to:
Name RiEIRR c i
Title

JPyv'(Y S F9 �
L
o
m
a �
4 FAIR QPv
Southern Testing & Research Laboratories
3809 Airport Drive NW, Wilson, NC 27896-8649 • 252-237-4175 • FAX: [phone]
www.SotithernTesting.com
R. E P O R T of A N A L Y S I S
Paul Strickland
PLT Concrete Services
3214 Turnage Road
Wilson NC 27893
SAMPLE No.: M6109-002
Date Reported: 04/15/03
Phone:[phone] X
Fax: [phone]
P. O.: 1280
Client Sample ID: //wm /v cl_1 /va` s
Marks: 'truck Wash �/ r
Collected: 04/07/03 11:05 Matrix: STORM WATER
Received: 04/07/03 13:32 Classification: ENV
CAT No. ANALYSES METHOD ANALYZED by PQL RESULT UNITS
EW-040.1 Solids: Total Suspended EPA 160.2 04/08/03 PEB 10 24 mg/L,
EW-040.4 Solids: Settleable EPA 160.5 04/07/03 MAW 0.1 <0.1 mL/1,
COMMENTS:
Laboratory Contact(s): Reviewed and Approved by:
9je vremy IIrown
Environmental Manager
Page 2 of 2 M6109R.310 (LJL:V2R08.2) 04/15/103 15:20
Chemical and Microbiological Analyses: Environmental • Agrochemical • Foods • Pharmaceuticals
0 Anolder Company

R E P O R T of
Southern Testing & Research Laboratories
3809 Airport Drive NW, Willson, NC 27896-8649 • 252-237-4175 • FAX: [phone]
www. Sou the rnTest i ng.co m
A N A L Y S I S
Paul Strickland
PLT Concrete Services
3214 Turnage Road
Wilson NC 27893
SAMPLE No.: M6109-001
Date Reported: 04/15/03
Phone:[phone] X
Fax: [phone]
P. 0.: 1280
Client Sample ID:
Marks: Detention Pond
Collected: 04/07/03 11:50 I Matrix: STORM WATER
Received: 04/07/03 13:32 Classification: ENV
CAT No. ANALYSES METHOD ANALYZED by PQL RESULT UNITS
EW-040.1 Solids: Total Suspended EPA 160.2. 04/10/03 PEB 10
EW-040.4 Solids: Settleable EPA 160.5 04/07/03 MAW 0.1
COMMENTS:
Laboratory Contact(s): Reviewed and Approved by:
Jerem Brown
Environmental Manager
30 mg/L
<0.1 mL/L
Page 1. of. 2 M6109R.310 (LJL:V2R08.2) 04/15/103 15:20
Chemical and Microbiological Analyses: Environmental • Agrochemical • Foods • pharmaceuticals
G Another 40=0
Company

;X DATE/TiIIE :JUL-30'05(WED) 1331 252 293 0838
,_JUL-30-2003 14:21 PLT CONCRETE SER.
?.00!
252 293 0E38 P.01
PL1'
CONCRETE SERVICES, INC..
FAX COVER SHEET
DATE / 3� o PAGES /()
TO UCH n U l FAX v 6 4-
FROM g�( Y'/L%'� FAX [phone]
KE
CO L: NTS:
M -- C)S�� -oiOS- j32 i

RS UP.i /T'ip�!E �JUL. �0' 03(INE�) !3.3! ?8? ?93 OS38
JUL-30-2003 14 21 PLT CONCRETE SER.
P Ou?
252 293 063E P.G2
PLT
CONCRETE SERVICES, INC.
July 30, 2003
Mr. Kenneth Schuster, P.E.
Regional Water Quality Supervisor
1628 Mail Service Center
Raleigh, NC 27699-1628
Dear Mr. Schuster,
In response to your request for stermwater sampIlng data during 2002 and 2003, 1
have included our most recent report dated 4/15/03 and also a report on 9/05/02 taken
from our Wilson Plant.
I don't have any data on our new plant in Rocky Mount, NC, but we anticipate
being able to take a sample this week during these late day storms we are having.
We will send you a copy of those reports when we receive them back from our
testing firm and if there's anything else you feel we need to do, please let us know.
Thank you and please call if I can be of further assistance.
Sincerely,
PLT CONCRETE SERVICES, INC.
Rick Proctor
General Manager
it

Dp,T /ripl6 JUL.-70'03(W D( 13.0 15t t93 06 S ?,007
JUL-30-2003 14:21 PLT CONCRETE SER. 252 293 C939 F.23
JP``�Y SfH i
Southern Testing & Research Laboratories
3809Ai Airport Drive NW, WiLson, NC 27896-9649 252-237.4-�.,..... 52 v w rP � � � 17S FAX: [phone]
r
Po www.SoolhernTesting.com
FAIR C
SAMPLE No.: M61.09-002
1 E P 0 R T of A N A L Y S I S Date Repor--ed: 04/1.=/03
Paul Strickland
LT Concrete Services
3214 Turnage Road Phone:[phone] X
Wilson NC 27893 Fax: [phone]
P. O.: 1280
Client Sample Wash
Mark'i' s : ruck Wash
Collected: 04/07/03 11:05 Matrix: STORM WATER
Received: 04/07/03 13:32 Classification: ENV
CAT No. ANALYSES METHOD ANALYZED by PQ, RESULT UN[TS
W-(140.1 Solids: Total Suspended EPA 160.2 04/08/03 PRE 10 24 mg/L
E';;-040.4 Solids: Settleable EPA 160.5 04/07/03 MAW 0.1 •:0.1 mL;L
COMMENTS:
Laboratory Contact(s); Reviewed an�d�Apnroved bv:
Jcrerr, Brown
Environmental Manage:
page 2 of 2 146109R.31Q (LJL:V2R08.2) 04/15/1.G3 15:20
Chemical and Microhiolopieal AnalYses: Environmental • Agrochemical • Foods • Pharmaceutica Ls

nl U:AIE/.I r, :jUL, -50' 05(WEID 1a 3i ?i? -,j OSaS
JUL- 30-2003 14:21 PLT CONCRETE SER.
252 293 0838 F.04
R E P O R T of
Southern Testing & Research Laboratories
3809 Airport Drne NW, :Nilson, NC 27896-8649 • 252-237.4175 • FAX: [phone],111
w .SoutbernTeslingxom
A N A L Y S I S
SAMPLE No.: MG':.09 GCi
Date Rcoorter_' 04/iS/03
=aui Strickland
P,T Concrete Services
3214 Turnage Road Phone:(252;2c3-0909 X
Wiason NC 27893 Fax [phone]
P. 0.: „,280
Client Sample ID: nn /+/CS/(/O
marks: Detention Pond r �3
Collected: 04/07/03 11:50 I Matrix: STORM WATER
Received: 04/07;03 13:32 Classification: ENV
CAT No. ANALYSSS METHOD ANALYZED by PQi., ??ESUL'i' UV"'TS
EW-040.1. Solids: Total Suspended EPA 160.2 04/10/03 PEB 10
EW-040.4 solids: Settleable LPA 160.5 04/07/03 MAW 0.1
CCNLMENTS :
Laboratory Contact (s) : 1Fe,,:""4-e""w,e'd and Approved by:
Jerem Brown
Environmental Manager
30 ng/
<0.1
Page 1 of 2 M6109R.310 (i,Jt:V2R02.2i 04/15/ I 0= ";5,20
Chemical and Microbiological Analyses: Environmental • Agrochemical • FoOds • Pharmaceuticals

n1 a?.TtI� �UL.00'O��RD) !��! 93 OSSMa-,- P.00S
iUL-30-2003 14 22 PLT CONCRETE SEP. 252 253 093E P.05
DISCHARGE OUTFALL MONITORR NG REPORT
NCDENR GENERA, PERMIT NCG140000
(All s=ple data shall be reported no later than 30 days at= receipt of lab renilts)
CcrtificateofCuverage
NCG14�®©©
Facility Nam`
x=ty ;
'hone Number.
Cered I A"tory # tifiI II
Pcrsoa:Conwfing Samplc(s) /2q,,,I- rTJPi: �.�i✓O
Sample Inf lion
fermi[ Term
Yctr
Year Sta vT/ d Dares
Place chew mark-tio. indiCB<L
:applicable sampling pro
Discharge Type (check as appropriate)
Strimwater
Wastrwalm
I
August
1, 1999 to July 31, 2000
❑
❑©
❑:<
❑
❑
❑.
❑
❑ .
❑
❑
❑ .
2 I August 1, 2000 to July 31, 2001
3 Au 1, 2001 to Jul 31, 2002
_
4 Au 1, 2002 w Jul 31. 2003
5 August 1, 2003 to Jul 31, 2004
r -i A: Stormwater Discharge Monitoring'Data (Foi sto"water not combined with prices wastewater)
Storm Event (hmuctenstics
Pate
Total Event precivitatiom inches
Eves Duration
Stonnwater Discharge Monitoring
. Outfall .. ...
Date swnpic
Total Flow I
.Total Event
Event Dmmtion
,�:pH
-Total
No
collected
Precipttatioa
Snspeudad '
Solids
(mddd/vr)
G +
in hes
o us)
(Siii 1Jntts .:<
m 1)
/
_% -or
iO G
. Z
�G
dG/
Does this facility perform Vehicle Maintenance Activities tiling on average more than 55 gaDons of new motor
oil per month? O Yes OlNo 'Tf yes, complete information below-
Stor,mmater Discharge Mooit_afmg from Vehicle Maintenance Angers'
beali Date Sample Total Flow Total Event' Event ` .,.New pH Total Oa and
No. Collected. PcocitntaaOn=Dnrantm'{'-�rOil Suss ,e.fitratie ;;
Dsage Solids
(mdtld! r) Cr) Goebel) $ mo SuL Units m D.
c
"I I., ..—. PAOG lof 7.

nX
J?,'i'5/TiM- A.
-00' 00�� EN
j3:. !
-I-
?9
OS S
006
JUL-30-2033
14 22
PLT
CONCRETE SER.
252 293 Qe36 F.06
Part B; Process wastewater discharge monitoring data
Sample #
Effluent Source(s) for this sample
Vehicle / Eouipment Cleaning ❑
Raw Material Stock -pile Wetti
Mixin Drum Clean -out
Rec cle, stem Overflow
Pruameter.',.
Unit
Data . .
Collection Date
mo/dd/yr
Total Flow
MG
E
Event Duration
hours
pH
Std. units
Y
'TSS.
mg(l
Settleable Solids
mill
C G,
Sample # 2
urtent source(s) for this le '
Vehicle TEmezl Cl_e-anm [r]
Raw Material Stock -pile Wettin ❑
`zin Dr zn Clean -out Q
-'aCycle.System Overflow ❑
-.Parameter
!Unit
Collection Date
mo/dd/yr
D3
Total Flow
MG
00/�
EvcntDuntion
hours
l7
PH .
Std. units.
r
TSS'.
mgA
Settleable Solids
mill
G O, '
Mail original and one copy to:
Attu: Central Files .
Division of Water Quality
DFr�-R
1617 Mail Service Center
Raleigh, NC 27699-1617
Sample #
Effluent Source(s) for this sam le /
Vehicle / Equipment Cleanin ❑
Raw Material Stock -pile Wettiu CJ
Mixin Drum Clean out []
Recycle System Overflow ❑ J
Parameter
Unit ..
Data
Collection Date
mo/dd/yr
Total Flow
MG
Event Duration
hours
pH
Std. units
TSS
mg/l
Settleable Solids
ml/1
Sample #
. Mffluent Somre(s for this.satuple
Vehicle / i meet Cleaning ❑
Raw Material Stock -pile Wettin ❑
Mixing Dtum,Clean-oat. ❑.
Recycle System Overflow ❑
Pan iinieter
Umt ,
Data
Collection Date
mo/dd/yr
Total Flow
MG
Event Duration
hours.
pH ..
Std. units
TSS
Setleable Solids
ImIA
-1 crstify; under pesky of, law, that this document and all arrachments were
prepared under my direction or snperywon in accordance with a system designed
to assure That qualified prlsannel properly garb" and evaluate the information
sub=ttcxL Based on my inquiry of the person or persons who manage the system,
or those persons ;dhrzdy responsible for gather* the information, the
information submitted is, io the.best of my knowledge and bclid, true, accurate,
and complete_ .I am aware that there are significant penalties fur submitting false
udormadon, including tbc,pnsMbility of fines and imptisorttaeot for knowing
vidatioas.' !J` / I
::REoz
igrt )
'T/' /03
(Signature of Per=rme or Designee) �—(Date)
Sad) -.'a t -Oaor 99

/Ti''iE Ri -b0' 03(WE D) i3:31 232 2 17 0838
JUL-30-2003 14:23 PLT CONCRETE SER.
o `m
Southern Testi
V 2 3809 Airport Drive NW, Wilson, NC 27896-8649
S 0 0 252-?37-4175 0 FA\:252-237-9341
9 F AiR PPw .SouthernTcstingxom
R E P O R T of A N A L Y S I S
? 00i
252 293 0939 R.07
& Research Laboratories, Inc.
SAMPLE No.: M0780-002
Date Reported: 09/05/02
Paul Strickland
PLT Concrete Services
3214 Turnage Road Wilson Phone:[phone] X
NC 27893
Fax: [phone]
P. 0.. 637
Client Sample ID:
Marks: Truck Wash -Grab ryUl
Collected: 08/27/02 08:50 I Matrix:
Received: 08/27/02 12:25 STORMWATER
Classification: ENV
CAT No. ANALYSES
METHOD ANALYZED by PQL
EW-040.1 Solids: Total Suspended FFA 160.2 08/27/02 PEB 10
EW-040.4 Solids: Settleable EPA 160.5 08/27/02 AMF 0.1
COMMENTS:
Laboratory Contact(s);
Page 2 of 2 M0780R.245
Reviewed and Approved by:
Jer y Br
E ronm tal Manager
RESULT UNI''I'S
26 mg/I,
<0.1 mL/L
(1-TL:V2RO8.2) 09/05/102 .13:30
Chemical and Nlicro biological Analyses: Environmental • Agrochemical • Foods • Pharmaceuticals

y\; Dc,T7'/TNll JOWL.
-30' 03(HD) j:
j1 252 293 OS38
P. 00S
JUL-30-2303
14 23 PLT
CONCRETE SER. 252 253 0939 P.BS
M
Southern
Testing & Research Laboratories,
Inc.
V
m
3809 Airport Drive N-W, Wilson, NC 27896-8649 • 252-237-4175 • FAX: 25.. 237-9341
q F pv-1
AiR
www.SouthernTesting.com
R E P O R T of A N A L Y S I S
Paul Strickland
PLT Concrete Services
3214 Turnage Road
Wilson NC 27893
Client Sample ID:
Marks: Detention Pond -Grab
Collected: 08/27/02 08:35
Received: 08/27/02 12;25
CAT No. ANALYSES
SAMPLE No.: M0780-001
Date Reported: 09/05/02
P;,0ne:[phone] X
Fax: [phone]
P. 0.: 637
mi N CG/ �oc) q�
Matrix: STORMWATER
Classification: ENV
METHOD ANALYZED by PQL
EW-040.1 Solids: Total Suspended EPA 160.2 08/27/02 PEB 10
EW-040.4 Solids: Settleable
EPA 160.5 08/27/02 AMF 0.1
COMMENTS:
RESULT UNITS
42 mg/L
<0.1 mL/L
Laboratory Contact(s): Reviewed and Approved by:
I
Je
y' B own
En ronmental Manager
Page 1 of 2 M0780R.245 --
(LJL:V2R08.2) 09/05/1.02 13:30
Chemical and Microbiological Analyses; Environmental • Agrochemical • Foods • Pharmaceuticals

n.\' D".T-I/TIM7 JUL. -30,03(WED ) !3:31 232 293 OSOS P,00,
JUL- 30-2003 14:23 PLT CONCRETE SER. 252 253 203E P.05
DISCHARGE OUTFALL MONHORD G REPORT
NCDENR GENERAL, PEWNUT NCG140000
(Alt sample data shall be rcpoRc�d no later than 30 days after :- pt of l ab icsutta)
CertifrcateofCovcrage
NCG14©0©©
Facility Name
c""my
Gi✓
Pb,c=Numba
Same Information
Pc=t Term
Year
Year StatuEnd Dates .'.
Place check mark.to�indicate
applicablcsamplmgpeaiod .
Discharge Type (check as te)
5towater
im
Wastewater
1
August 1, 1999 to July 31, 2000
LI❑'
❑
Q
❑
❑
❑
Q
❑
❑-
❑
❑ .
❑
❑.
❑
2
AugLw 1, 2000 to July 31, 2001
3
August 1, 2001 to July 31, 2002
4
August 12002 to JuJX 31,2003
5
Au 1, 2003 to July 31, 2004
' -t A. Sinrniwater Discharge Monitoring Data (Fuesortawater om combiocd with pmems wastewater)
Storm Event Characteristics
Stormwat Disch e M n
Durfall ..
Date Sample.'.
.Total Event -
Evrni DurationTotal
vent
No ..
Collected
Picilatauon
Suspended
Solids
(mddd/ )
(MG ,
Ares
ms
Std Units „•
m
.o
�-
..3
Does this facility perform Vehicle Maintenance Activities using on average more than 55 gallons of new motor
oil prr month? 0 Yes 9'i4o If yes, complete information below.
Stormwater DiscbgMe Monitoring from Vehicle Maintenance Areas
DutfallDate Sample Total Flow : Total Eve
No Collected Prtcipitati
r.....rAAr..A r►ern ...i'..;.r:�l
peat New pH � Total Gil and
atroq +140tor Ul'' Strsjrmdcd Grease
+Usage Solids
mrd '("Iftnnl (Std Units) tmrdl) .(inPlp
P.
, t�f'7

R:i DP.TE/TiMi UUL -30' 03(WE D) !3'3! 23% %93 0838
JUL-30-2223 14:24 PLT C0h'CETE SER.
P.010
252 293 CE3e P.10
Part B: Process wastewater discharge monitoring data
Sample # L__
Effluent Sources for this saale ,I
yt:hicle / ui meat Cleanjne . (�
Raw Material Stock -pile Wemm
Mixing Drum Clean -out 2r
Recycle System Overflow ❑
F'alameter .. -
Unit
...:Data
Collection Date
mo/dd/yr.
-t7-04
Total Flow
MG
Event Duration
hours
pH
Std_ units
51 0
TSS .
mg/l
1
Settleable Solids
MIA
�
Sample # —
IrITI
I■
■
Overflow
Unrt
zata
nDumrattion
mddd/yr
[Event
MG,
horns
PH
Std. units
TSS
mg/1
Settleable Solids
ttil/l
Mail original and one copy to:
Attn: Central Files
Division of Water Quality
DENR
1617 Mail Service Center
Raleigh, NC 27699-1617
Sample.# 2..
Effluent Source(s) for this' le
Vehicle / Equipment Cleanin J
Raw Material Stock- ile Wettin ❑
MLXinz Drum Clean -out ❑
Recycle System Overflow ❑
Paratnetes
Unit ..
..Data
Collection Dale.
mo/dd/yr
1 6L
Total Flow
MG
Event Duration
hours
pH
Std. units
TSS
Settleable Solids
tttUl
Sample *
Effluent. s for this k
Vehicle / Equipment Cleaning' ]EH3
Raw Material Stock -pile Mixin Dr=m Cleanout:R cle S stem Overflow
f :i'aiameter
_77—
Utut•Data
Collection Date
mo/dd/yr
Total Flow
MG
Event Duration
hours.
pH
Std. [nits
TSS
mg/1
Settleable Solids
ml/1
'I certify,, tinder penalty of. law, that this doctmieut.and all anachments Woe.prepared tinder my direction of supervision in accordance with a system desigcd
to assure that qualified personnel properiy gather and evaluate the information
submitted. Based on my inquiry of the person or persons who manage the system,
of those. persons :directly responsible for : gathering the information, the
information submitted is, to the best of my knowledge and belief, true, accw-ate-
and corupicte. I am aware that there are significant penaldes for submitting false
information, inch g the 'bility of fines and imprisonment for knowing
violations."
(Print Name of Btanittee or
tU'U-241-0E0199
Of Pornime or Designee)
n...-e a ..r I
ICI

IF
' .Feb 27 02 04:30p
p.7
A�A Division of Water Quality / Water Quality Section
era
NCDENRNational Pollutant Discharge Elimination System
NCG140000
NOTICE OF INTENT
------------
10RAGI NCY DSEONLY
Yvr
Mach
Ihv
I
CutiGca�c ofCuvcntt
- :-D�-
Pc 'LW:fn<tb
National Pollutant Discharge Elimination System application for coverage under General Permit 1
NCG 140000:
STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as: -
SIC 3273 Ready Mixed Concrete
Standard Industrial Classiticabon Code
(Please print or type)
a
1) Mailing address of ownedoperalor.
Name _Rr COlICA2MCb
Street Address �,a)�'7uy.uNge RcAO
city �et��.fGN State ZIP Code _
Telephone No. _Sd a93. OSOO Fax: c)Sa cD9.4 • n `.? .
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
3) Physical Location Information:
Please provide a narrative description of how to get to the
distance and direction from a roadway intersection). Al
Adttress'o whiU a0 pemi; mrtcsporxlenre vi'dbe matic{I ;
V l �
Jr
(A copy of a county map or USG QuarsI"evWfac airy deafly loafed on the map is roqured to be sub evtb24' h Ws appbmton)
4) This DES Permit Application applies to which of the following
New or Proposed Facility Date operation is to begin
❑ Existing
5) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: R
6) Provide a brief description of the types of industrial activities and products produced at this facility
(Include a site process diagram with this submittal):
Page t of 4
NJU-2:9A8e199
RD.
J
Rtc tm

y? OZ 04:30p
P.8
NCG140000 N.O.I.
7) Discharge points / Receiving waters: l� 1.
How many discharge points (ditches, pipes, channels, etc.) convey stormwater from the property? SN(e 1 VAJO W
What is the name of the body or bodies of water creek, stream, river, lake, etc.) that the facility stormwater
discharges end up in? '51 OIUe q 5..ym _
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). No _
Receiving water classification (if known): Q N 5,/j�__
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 arc permitted
in receiving waters classified as WS-I or freshwater ORW
8) Does this facility have any other NPDES permits?
If ye�the penumbers for cu t NPDES permits for this fad
9) DoQa'this facility have any Non -Discharge permits fox: recycle permits)?
s
If yes, list the permit numbers for all current Non -Discharge permits for this facility
10) Does this facility employ any best management practices for stormwater control?
eye
If yes, please briefly
11) �Dthis facility have a Stormwater Pollution Prevention Plan?
5d o -quk(., c��RMb1R?P�—�lJ�l1 tuiu fit tlt)p�1llv�uie0 �J11t�i22 G�u1�9.
❑ Yes
If yes, when was it implemented?
12) Are vehicle maintenance activities occurring at this facility?
VYeOs
1311 Are discharges occurring from any of the following pF
er generating activities?
Vehicle and equipment cleaning Wetting of raw materialstockpilesMixing drum cleaning
If yes to any of the above, please describe the type of process used to treat and/or recycle the process
wastewater. Give design specifics (i.e. d•�esiign1 volume, retention time, surface area, etc.). [Use separate
sheet(s), See_ �fl fTc11t7 Wv��
Note: Construction of any wastewater treatment facilities require submission of three (3) sets
of plans and specifications along with this application. Design of treatment facilities
must comply with requirements 15A NCAC 2H -0138.
Page 2 of 4
swU-229-036199

p7 02 04:30p P-9
/ NCG140000 N.O.I.
14) Does the facility use a recycle system?
O Yes
If yes, does the system overflow only during rainfall events exceeding the 10-yr, 24-hr rainfall event? ❑ Yes ❑ No
Ives, provide plans, calculations, and supporting documentation.
15) Hazardous Waste:
a) Is t s facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
No
O Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per calendar
Ve of hazardous waste?
No
❑ Yes
c) Is this cility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per calendar
ve of hazardous waste?
No
O 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 store
How many disposal shipments per year.
Name of transport I disposal vendor:_
Vendor address:
16) Certification:
North Carolina General Statute 143-215.6 b (i) provides that:
Ar y person who Y makes any falso sonement, rcpr� tatan. or c r5fitation many appGcadon, record. report
Plan or other document filed cr required b be maintained under Article 21 or regrdatiorn of the Environmental
Management Commission implemercing that Article, or WM f )sifieS, WnVers with or ivlmirgly renders ina rate any
recording or morvt rig device or method required to be.operawd or maintained under Article 21 or regiAalions of the
Envirormental 6lanagemertt Corrsn'ssion anplementing that Article, shall be gully of a mstlememor pu shabte by a
fine not to exceed S10,000, or by imprisonment not to exceed six monda, or by both. (18 U.S.C. Section 1001 provides
a pun'sknmt by a ere of not more than 510.000 or irnprsonrnent not mom than 5 years, or both, for a similar offense.)
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 informationis true, complete, and accurate.
Printed Name of Person
o7Appficani)
Page 3 of 4
SWU-229-080199

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ADDENDUM TO PLT CONTRETE'S NOTICE OF INTENT
STORMWATER PERMIT APPLICATION
RESPONSE TO QUESTION No. 13
AS PART OF THE OVERALL SITE DEVELOPMENT PLAN FOR THIS PROJECT A WATER
QUALITY POND DESIGNED TO OBTAIN 85% REMOVAL OF TOTAL SUSPEND SOLIDS IS
PROPOSED TO BE CONSTRUCTED. THIS FACILITY HAS A SURFACE AREA AT NORMAL
POOL OF 4600 SF AND IS SIZED TO HANDLE THE TOTAL FLOW FROM THE FACILITY.
ALSO THE WATER QUALITY POND HAS THE ABILITY TO CAPTURE THE FIRST INCH OF
RUNOFF FROM THE SITE AND RELEASE IT OVER A 2 TO 4 DAY PERIOD OF TIME. ALSO
DIVERSION SWALES ARE PROPOSED FOR THE SIDES OF THE FACILITY TO CAPTURE
SURFACE RUN-OFF FROM THE FACILITY AND DIVERT SAID RUNOFF TO THE WATER
QUALITY POND.
ALL RUNOFF FROM THE TRUCK LOAD INSPECTION AREA AND THE MATERIAL
STOCKPILE AREA IS DIVERTED TO THE DIVERSION SWALES AND THEN IS ROUTED
INTO THE WATER QUALITY POND FOR TREATMENT.
LOCATED ON THE SITE IS A DRUM WASH BASIN TO BE ULITIZED IN CLEANING THE
CONCRETE TRUCKS ONCE DAILY. THE EXCESS WASH MATERIAL FROM THE DRUMS
IS WASHED INTO A CONCRETE BASIN WHICH FILTERS OUT SOLIDS BY PASSING THE
WASH WATER BY GRAVITY AND HEAD THROUGH A SERIES OF THREE SCREENS.
SETTLED MATERIAL IS DEPOSITED ON A DAILY BASIS ONTO A CONRETE DRYING SLAB
TO ALLOW FOR DEWATERING. THE WATER FROM THIS PROCESS FLOWS BY GRAVITY
BACK INTO THE BASIN. WATER STORED IN THE CONCRETE BASIN IS USED TO WASH
THE INSIDE OF THE TRUCK DRUMS OUT. WELL WATER IS UTILITIZED TO WASH OFF
THE BACK OF THE TRUCKS AND DRUMS IN THE FINAL STAGE OF THE CLEANING
PROCESS. THE CONCRETE BASIN IS DESIGNED WITH ADEQUATED STORAGE TO
STORE THE TOTAL RUNOFF FROM A 10-YEAR STORM WITHOUT DISCHARGE. ANY
DISCHARGE THAT SHOULD IN ANY STORM WILL BE DIVERTED IN TO WATER
QUALITY POND FOR TREATMENT. OUR RECORDS INDICATE THAT IT TAKES 10
GALLONS OF WELL WATER TO PERFORM THE FINAL TRUCK WASH, THE ANNUAL
EVAPORATION RATE FOR THIS AREA OF THE STATE IS 40 INCHES ACCORDING TO
THE SOIL CONVERSATION SERVICE. THIS AMOUNTS TO APPROXIMATELY 0.009 FEET
A DAY OR 90 GALLONS PER DAY. WITH 8 CONCRETE TRUCKS IN OPERATION THE
ANTICIPATED ADDITIONAL WATER FROM OUTSIDE SOURCES INTO THE BASIN IS
APPROXIMATELY 80 GALLONS PER DAY.
A COPY OF THE SITE PLAN IS ALSO ATTACHED SHOWING THE SITE LAYOUT AND SIZE
OF FACILITIES. COPIES OF THE DRUM WASH BASIN CALCULATIONS AND WATER
QUALITY POND ROUTINGS ARE ATTACHED FOR ADDITIONAL SUPPORTING
INFORMATION.

R. R. HERRING & ASSOCIATES, INC.
2406 West Nash Street
WILSON, NORTH CAROLINA 27896
[phone]
?C = Z 0Z C,
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SHEET NO. _ OF
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CHECKED BY DATE
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R. R. HERRING & ASSOCIATES, INC.
2406 West Nash Street
WILSON, NORTH CAROLINA 27896
[phone]
JOB_- 7� CuN �ECYjr�,t.(
SHEET NO. OF
CALCULATED BY �! DATE
CHECKED BY DATE
SCALE
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f�VM-• i1'�. �°t � \��-Pr�.'a..�- 'f,.�' 'J � �tl nc'.? � �P(C..
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vary oy �„ _, 1Uay
e

JOB
R. R. HERRING & ASSOCIATES, INC. SHEET NO. OF 3
2406 West Nash Street CALCULATEO BY ice% DATE
WILSON, NORTH CAROLINA 27896
[phone] CHECKED BY DATE
SCALE
i,`�vq-�, � ram, :s�DrL..o iL !�'•_�'_!L
Q-f�;-'x to k 4- Z7-okfL")c s y� ��SrZo kTZr)—
C. Sm clleoSD c-
VQ-<pc—t ';;?' 23-7) cl-- [ :,z Y4Z 5,Tia4 � N'[-;., 16\
43mj� .-Zj

;aydrograph Plot
/ Hyd. No. 4
10-YR DRUM WASH STRUCTURE
Hydrograph type
Storm frequency
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
= 10 yrs
= 0.12 ac
= 0.0 %
= LAG
= 5.70 in
= 24 hrs
English
Peak discharge = 0.67 cfs
Time interval =
2 min
Curve number =
98,
Hydraulic length =
72 ft
Time of conc. (Tc) =
18.3 min
Distribution =
Type II
Shape factor =
484
Total Volume = 2,379 cult
4 - SCS Runoff -10 Yr - Qp = 0.67 cfs
0.s
0.s
w
O 0.4
0.2
0.0
0 5 10 15 20 25
Time (hrs)
/ Hyd. 4