NCG140236_COMPLETE FILE - HISTORICAL_20060531

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
DOC TYPE
HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
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Michael F. Easley, Governor
William G. Ross, Jr, Secretary
North Carolina Department of F.nvironnunt and Natural Resources
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August 1, 2005
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. James Washburn
S.T. Wooten Corporation
P.O. Box 2408
Wilson, NC 27894
Subject: NOTICE OF VIOLATION
Case No. NOV-2005-PC-0174
Review of Stormwater Status at the S.T. Wooten Garner Plant
Permit No. NCG140236
Wake County
Dear Mr. Washburn:
Alan W. Klimek, P.F., Director
Division of Water Quality
The Division of Water Quality has made three visits to the Garner facility in recent weeks to view and
discuss with Wooten personnel the newly constructed stormwater system and its operation. For some
time the Division has been communicating to the industry that design of treatment facilities for process
wastewater and/or stormwater needs to involve Professional Engineering. The installed system at
Garner is a good -faith effort to better handle those waters, and is an improvement in some ways over
conditions documented during an inspection in 2002. Unfortunately, there were some errors made that a
qualified engineer would have likely avoided. The following issues require consideration and are the
reason for this Notice of Violation:
The concrete cells were constructed in the 50 ft. buffer zone of a buffered stream in the Neuse River
basin. The protected riparian buffer has two zones as follows: (a) Zone 1 [measured from stream
bank landward for 30 feet] shall consist of a vegetated area that is undisturbed except for uses
provided for in Subparagraph (6) of 15A NCAC 2B.0233, and (b) Zone 2 [the outer 20 feet,
landward from the outer 30 foot edge of Zone 1] shall consist of stable vegetated area that is
undisturbed except for activities and uses provided for in Subparagraphs (4) and (6) of 15A NCAC
2B.0233. For developed sites (sites with activities/uses located within the buffers prior to 1997),
existing uses may continue within the footprint of those uses. No additional impacts to the buffers
are allowed.
The site visit and file review of this tract confirmed no Pre -Construction Notification was received
for this project and riparian buffer impacts associated with clearing of vegetation, grading, filling
and addition of impervious surfaces were not authorized by DWQ. Specifically, no request, or a
DWQ practical alternative determination, variance or authorization had been issued for these
impacts to the riparian zone.
Noy' zItCarolina
dl Wurally
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: h2c.enr.state.nc.us 1628 Mail service Center Raleigh, NC 27699-1628 FAX [phone]
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S.T. Wooten Garner, 7/2005
Case o. NOV-2005-PC-0174
Based on measurements made at the site, and taking into account the existing pavements that were
present prior to construction of the cells and placement of the pipe in the stream (see below), these
activities have resulted in 8,100 square feet of Zone 1 impacts. No Zone 2 impacts were noted, as
areas within Zone 2were previously paved (existing use).
The stream was routed through a culvert for approximately 100 feet from the edge of the driveway to
the downstream termination of the pipe. In addition, approximately 30 feet of stream channel beyond
the end of the pipe was impacted due to the placement of riprap. A file review indicates that the U.S.
Army Corps of Engineers (USACOE) has not authorized the use of a Nationwide Permit for this
activity, nor has notification been provided to the Corps of Engineers for this activity. No 401
Water Quality Certification has been issued, nor is the activity covered by a General 401 Water
Quality Certification. A 401 Water Quality Certification is required for the above -referenced impacts
pursuant to 15A NCAC 2H .0500.
There are two options for addressing these violations. a) the structure and culvert pipe can be
removed, and the riparian buffer can be restored to it's pre -impact condition, or b) apply for a Major
Variance to the buffer rules. A Major Variance request must be approved by the NC Environmental
Management Commission, and you must have a very strong case of having no practical alternatives.
You will be required to mitigate for buffer impacted by the project. Mitigation costs for Zone 1
impacts are S0.96/square foot of impact x 3. Mitigation payment is made to the N.C. Ecosystem
Enhancement Program.
In addition to the Major Variance, if you wish to keep the pipe in place, you must submit an
application for a permit for the stream impacts. The USACOE should be contacted at (919) 876-
8441 to determine which Nationwide Permit is applicable to your project. Joint submittal of a Pre -
Construction Notification to USACOE and DWQ will likely be required.
The system modifies pH and TSS to meet stormwater permit limits.. However, plans and
specifications were not prepared by a professional engineer as per 15A NCAC 2H .0138 and .0139.
We were also informed that personnel created an unpermitted use of the clarified water for the
bathroom commodes for a Reclaim purpose, as opposed to Reuse purposes. Also, flowers and grass
were being watered with the treated water. The treatment provided does not allow for piping the
water for flushing toilets, for potable water use, or for watering the landscape. Those reclaim uses
require additional permitting with stringent permit limits. The water recovered by the Wooten
system is appropriate only for making concrete. It was unclear from our discussion whether water
has been piped to flush toilets or not. If so, they must be replumbed immediately to use an
appropriate supply of water.
Your experience has shown that lowering pH with carbon dioxide to achieve permit compliance
results in rapid growth of green algae. The storage cell thus requires cleaning at some frequency to
keep from overwhelming the sand filter. During out visit on 7/11, the storage cell was being washed
out to remove algae by means of a sump pump. The highly turbid, concentrated algae was being
discharged to the receiving stream, an illegal discharge that was causing a violation of stream water
quality standards. Either some other means of disposal must be found, or cutting sunlight from that
cell will terminate algal growth.
NOnehCaro ina
J�atura),/�
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet h2o,encstale.ne.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
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S.T. Wooten Garner, 7/2005
Case No. NOV-2005-PC-0174
t 1
We recommend that you carefully examine whether your design is adequate to contain (direct) the
now from a 25-year/ 24-hour storm into the treatment system, instead of going off the concrete and
down the hill. Evidence of a wet area only a few inches from the edge of the concrete on a hot, dry
day when truck wash -off was the only activity suggests that an offsite release will happen in a heavy
rain.
Please state in writing within 30 days of receipt of this letter what actions you will take. If you
should have any questions, please contact Myrl Nisely or me at [phone].
Sincerely,
Ken et h Schuster, P. .
Raleigh Region Supervisor
DWQ-Surface Water Protection
cc: 401/Wetland Unit
Danny Smith — DWQ NIPS Assistance and Compliance Oversight Unit
Brad Bass - Town of Garner
Jean Manuele — USACE Field Office
PRO — File Copy
Central Files
No�v�en Caro ina
Naturnly
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: h2o.enrstate.ne.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
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July 15, 2005
S.T. Wooten
Corporation
North Carolina Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina
Attn. Central Files
Subject: Storm Water Discharge Monitoring
S. T. Wooten Corporation
Garner Concrete
Wake County, NCG140236
Dear Sir or Madam:
All storm and process waters are being recycled back into the concrete operation.
Sincerely,
S. T. Wooten Corporation
James Washburn
Environmental Safety Manager
PO Box 2408
Nilson, NC 27894-2408
252.291.5165
FAX 2,52.243.0900

July 12, 2005
Memo
To: File Aa
From: Myrl Nisely / Ken Schuster Entered: 1:20 AM Left: 3:15 PM
Subject: Recon of S.T. Wooten Garner Ready Mixed Plant / Wastewater
Treatment System on 7/7/2005. Follow-up stream evaluation on 7/11/05
Permit No. NCG140236
Wake County
Ken Schuster, and Myrl Nisely from RRO, along with Ken Pickle and Bethany
Georgoulias, permit writers from Central Office, visited this site to review construction of
a multicell settling system and pH adjusting system that provides reuse water for the
plant. See the report from an earlier recon on 6/17/2005. A follow-up stream evaluation
was made by Eric Kulz and Myrl Nisely for point 3 below.
In-depth discussions were held with Plant Manager Danny Chapel and Environmental
Supervisor James Washburn. The key factors covered were these:
1. There is a distinction between reuse (in concrete production) and reclaim (water
used on a landscape or for flushing toilets). The water from this system is not to
be used as reclaim water — only as reuse water.
2. The locally engineered treatment system is an impressive improvement in
protecting the environment. It modifies pH and TSS enough to meet permit limits
while also providing good quality water for reuse. This helps the facility reduce
their cost of fresh water in concrete manufacture.
As good as the system is, the Division feels that engineering by a professional
engineer would have helped avoid an unfortunate mistake. Wooten's system is
built against a stream that falls under the Neuse Basin buffer rules. An outside
engineer would have likely caught that problem. Obtaining professional
engineering input to design systems for an entire site is required by DWQ.
4. An evaluation by Eric Kulz from the RRO office declares that the structure is in
Zone 1 of a subject stream, so is a violation of the buffer rules. See pictures
attached. A decision will have to be made about the future of the installation.
5. During the visit on 7/1 1, the storage cell was being washed out to remove algae.
This highly turbid water was being discharged to the stream when we arrived.
The pumping stopped while we obtained a camera. See pictures.

6. It is apparent that a heavy rain will have enough velocity to flow past the
treatment system and flow overland from the site. On 7/11, a dry day, water from
simply washing the trucks had almost made its way to the edge of the concrete.
See pictures. A speed bump or other diversion device is needed to assure runoff
cannot occur, if the system is allowed to remain where it is.
Stream Evaluation
The Soils Map and aerial photos show a clearly defined stream passing through the
Wooten facility. Earlier photos taken by DWQ in 2002 also show this feature.
Photos 2002
Photos on 7/11/2005
Stream Approaching the Facility
Entrance to Culvert under Driveway
From the driveway, the culvert pipe, partially
exposed in this picture, has been recently
installed. Grassy area over the pipe is just now
being established.

v
rd

United States Environmental Protection Agency
Approved.
EPA Washington, D C 20460
No. 2040-0057
TA
Water Compliance Ins ection Reportval
expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fad Type
1 INI 2 151 31 NCG140236 11 121 05/07/07 1 17 18u 19u 20u
Remarks
211111Jill 11111111Jill 1111Jill 111111111111111111166
Inspection Work Days Facility Self -Monitoring Evaluation Rating 81 CA -------------Reserved-----------
���
67 1 169 70 I J 71 U 72 L'J 73 W 74 75I I I I 180
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Pennit Effective Date
POTW name and NPDES permit Number)
01:20 PM 05/07/07
04/08/O1
S T Wooten Corp- Garner
Exit Time/Date
Permit Expiration Date
925 E Garner Rd
Garner 14C 27529
03:15 PM 05/07/07
09/07/31
Name($) of Onsile Representative(s)/Titles(s)/Phone and Fax Number($)
Other Facility Data
Name, Address of Responsible Offcial/ritle/Phone and Fax Number
Contacted
Phi1 Adams,PO Box 2408 Wilson NC 278942408//252-291-5165/ No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Storm Water
Section D: Summary of Finding/Comments Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name($) and Signature($) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Kenneth Schuster PRO WQ//919-571-4700 Ext.235/
Myrl Nisely RRO WQ//919-571-4700 Ext.272/
Signature of Management O A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.

NPDES yr/nno/day Inspection Type (cont.) 1
3l NCG140236 lit 121 05/07/07 l 17 181W1
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checkJists as necessary)
New stormwater/wastewa Ler treatment system for controlling pH and TSS while providing water for reuse in making
concrete was found to be in the buffer zone of the creek. This was later confirmed by a site evaluation by
Eric Kulz, RRO wetlands group. Discussion was also held to make a distinction between reuse water and
reclaim water. The former can be used in concrete and on the trucks, but should not be sprayed on the
landscape nor used to flush toilets (reclaim useage).
.A further observation was made that algae cleanout of the storage cell was being pumped to the creek, a
violation of water quality standards. If the reuse system remains in use, a roof over the cell to eliminate
light willbe needed to control algae.

' G
W AT �R
O 'C
Mr. James Washburn
S.T. Wooten, Inc.
P.O. Box 2408
Wilson, NC 27894
Dear Mr. Washburn:
Michael P. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
June 24, 2005
Alan W. Klimek, P.E., Director
Division of Water Quality
Subjects: URL for Tax Exemption Information
Algal Growth After pH is Lowered
After your demonstration to me of the new water control equipment at the Garner plant on
6/21/2005, you asked about the possibility of tax exemption. The following URL provides the
regulation on tax certifications, GS 105-275.
http://www.ncaa.state.nc.us/EnactedLegislation/Statutes/HTML/BySection/Chapter 105/GS
105-275.1hnl
It appears that the equipment installed for environmental control and permit compliance will
qualify. There is no application form. Rather, simply write a letter to the attention of Ken
Schuster requesting tax certification, with a list of the pieces of equipment to be included and a
justification that follows what is allowed in the regulation.
I contacted our state expert on aquatic plants after my visit to ask why algae grows so well after
the pH is lowered in the 51h cell. Algae species love CO2. With a little N & P, too, they will
grow quite well. He suggests that we collect a sample of the water at a time of an algal bloom.
He will examine it in an effort to determine what kind of algae it is. The most likely method of
controlling it will be to put a roof or cover of some kind over that cell to keep light out. The fact
that filter backwash water is returned to an earlier cell (No.2? — I don't recall exactly) might
mean that the whole chain of cells will become seeded with algae. Perhaps the pH will be too
high, though, for it to thrive there. More than likely this is a problem that is best solved as soon
as possible, rather than for it to grow worse.
I am interested in doing a little experimentation like this. If you will contact me on a day when
conditions are right, I'll be glad to take samples of Cell 5 and the earlier cell and drop them to
the lab for microscopic examination.
Sincerely,
Myrl A. Nisely
Environmental Chemist
xc: Central Files 4 �'
-
NC DE` R
Raleigh Regional Office 1628 Mail Service Center phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-877-623-6748

June 21, 2005
Memo
To: File
From: Myrl Nisely W(A
Subject: 6/17/2005 Recon of S.T. Wooten Ready Mixed Concrete Gamer Plant
to View New Recycle Cells and pH Attenuation,
Permit NCG140236
925 E. Garner Rd
Gamer, NC
Wake County
Directions: 440 east to 40 toward Benson, Jones Sausage Rd exit, right to E. Garner Rd.,
left to cross over 40, then immediately take a dirt road to the right to enter the plant.
This visit was made at the invitation of James Washburn to observe a new recycle system
consisting of 4 settling cells plus a final holding cell in which pH is adjusted and from
which water is taken for filtration and reuse. Upon my arrival, Mr. Washburn was
spraying some of the water into the flowers and grass around the operations building.
Site topography brings all water to the foreground of this picture,
View from other end
draining to this low spot to enter the system. After traveling through the first four cells to
settle solids, the water is pumped from the 4`h cell into the 5`h cell, shown here.

Ip;
Cell 4 Cell 5
A portion of the water is continuously circulated from Cell 5 past the pH probe and CO2
injector and returned to Cell 5 (pipes not visible on left end of cell). CO2 is injected only
when the probe detects pH > 9. (Pictures near the end of report) The spray of water
returning to the cell in the picture above is a relief flow from the 10 hp pump used to
transfer water to the trucks and batch plant. Reuse water passes through a sandfilter, and
appeared to be a crystal clear final product. The filter cost $12,000, CO2 equipment cost
$6000 and construction of the cells cost about $30,000. Cost of CO2 used is virtually
insignificant at about $40 per cylinder.
pH in Cell 4 was 11.0, while water taken from the red hose was pH 7.8. James said that
once the pH is lowered in the final cell, algae grows profusely in that water. Mark
Vander Borgh points out that CO2 is food for algae, so cutting the light to that cell may
be necessary to eliminate algae. Backwashing the sandfilter into Cell 2 may be seeding
the system for intense algal growth, too.

Cell 5 holds 12,000 gallons. Using that source, about 250 cubic yards of concrete can be
made from that cell. The facility typically produces 300 to 400 cu yd per day. It will be
only in severe rainstorms that adjusted and filtered water will be discharged to the stream
behind the pump building.
Engineering Evolved
Starting out, the first cell had only one hole for water to enter the system. During heavy
rains, the collected water overflowed the site and ran down a hill next to the entrance
driveway. A second hole was created. This still was not enough capacity, so a third is
now in place.
It may prove necessary to add more holes in the walls between cells, too, as experience
dictates.
The cell walls were first constructed with walls that came to the front at full height,
squared off.
Quickly these were run into by the trucks attempting to dump wash waters into cells 1 or
2. The walls are now angled

Other Improvements
A recently implemented BMP dramatically reduces the volume of water dumped into
drum wash pits at Wooten sites, or even eliminates the need for a drum wash pit. If
unused concrete returns to the plant on the last trip of the day, it is dumped onto the
ground to harden. The strip of concrete is later popped up and crushed for fill during
periodic crushing sessions. The empty drum then receives 48 to 50 oz. of Delvo plus
only 50 gallons of drum wash water. This is stirred by careful control of drum rotation
(forward and backward three or four times) to wet the entire surface of the drum, and is
then held overnight. If specifications for the first batch the next day allow, new concrete
is made on top of the Delvo mix. If not, the mix is dumped onto the ground to also be
popped and crushed later.
A crusher was operating during this visit. This reduces a pile of broken concrete pieces
to a pile of fill material the plant can sell.
Mr. Washburn asked about tax certification for this equipment installed to meet
compliance. That appears to be possible, and information will be provided to him.

July 16, 2003
Mr. Myrl Nisely
Raleigh Regional Office
Water Quality Section
1628 Mail Service Center
Raleigh, NC 27669-1628
Subject: Storm Water Sampling Data
Dear Mr. Nisely,
S.T. Wooten
Corporation
In response to your letter of July 8, 03, 1 will provide the Sampling Data that I have and
hopefully give an explanation as to why I do not have the others.
NCO 140248 This is a Builders Firstsource plant and is not a part of S.T. Wooten.
NCO 140120 This plant is in Henderson, we do not have any material at this location
(ie. Cement, Ash, Stone, Sand or Chemicals,) this plant was closed in
1994 or 1995, and has not had any activity to effect Storm Water. I will
send a letter by July 30, to DWQ, Central Files.
NCO 140233 This plant we feel is Sheet Flow, and all Storm Water that is on site is held
by our pit system. A letter will also be sent to DWQ on this as well.
NCO 140269, NCO 140294 Were Builders Firstsource plants and S.T. Wooten has
purchased them. The Sampling will be included in this letter.
NCO 140121 This plant and property did not have Storm Water run off in 2002, but a
letter was not sent to DWQ.
d
IKJ-�
NCG140010, NCG140122 NCG140234, NCO]4035, NCG140236, NCG140289,
NCO I40317; the drought of 2002 made it impossible to take the samples
by July 30, 02, we just did not have enough rain. As time went on the tests
were overlooked due to illness of the employee that was in charge of
Storm Water.
PO Box 2408
Wilson, NC 27894-2,108
252.291 •516.5
FAX [phone]

l hope this will help, and as you know we are making every effort to correct any
problems we have.
Sincerely,
0-'1�"�
James Washburn
Safety Associate
S.T. Wooten

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
PHIL ADAMS
S.T. WOOTEN CORPORATION - GARNER PLANT
P.O. BOX 2408
WILSON, NC 27894
Dear Permittee:
Alkn
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Reissue - NPDES Stormwater Permit
S.T. Wooten Corporation - Garner Plant
COC Number NCG140236
Wake 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 Aisha Lau of the Central Office Stormwater
and General Permits Unit at [phone], ext. 578
Sincerely,
for Kerr T. Stevens
cc: Central Files
Stormwater and General permits Unit Files
Raleigh Regional Office
�P,1-vi+G�i/f
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
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STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE No. NCG140236
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,
S.T. WOOTEN CORPORATION - GARNER PLANT
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
S.T. WOOTEN CORPORATION - GARNER PLANT
925 E GARNER RD
GARNER
WAKE COUNTY
to receiving waters designated as a UT of Big Branch in the Neuse River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts 1, 11, III,
IV, V, and VI of General Permit No. NCG140000 as attached.
This certificate of coverage shall become effective August 1, 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

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Paul Hobson
Capital City Ready Mix -Plant 5
P.O. Box 33787-27636
Raleigh, NC 27606
Dear Paul Hobson :
August 23, 1996[N
C 1 ' N
AUG2809
Subject: General Permit Nb-NCG14001
Capital City Ready Mix -Plant 5
COC NCG140236
Wake County
In accordance with your application for a stormwater discharge permit received on June 3, 1996, 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 revocation
and reissuance of the certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be required by the
Division of 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 MS. AISHA LAU at telephone number 919/
733-5083, extension 578.
Sincerely, S�GNFDBy
pk.IGliJi'J-' ,
Bk{'1)Lv BEND.l
A. Preston Howard, Jr. P.E.
cc. -Raleigh Regional Office.
EPA-
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE No. NCG140236
STORMWATER 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,
Capital City Ready Mixed Concrete Company
is hereby authorized to discharge stormwater from a facility located at
Capital City Ready Mixed Concrete Company
925 East Garner Rd.
Gamer
Wake County
to receiving waters designated as an unnamed tributary to Big Branch, a class C NSW stream in the Neuse 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 August 23, 1996.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day August 23, 1996.
Oj;IC}'g- SIGNED By
BRADLEY BENhOT
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

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