NCG140415_COMPLETE FILE - HISTORICAL (CHECK ORIG FILE)_20130520

STORMWATER DIVISION COOING SHEET
RESCISSIONS
PERMIT NO.
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DOC TYPE
❑COMPLETE FILE -HISTORICAL
DATE OF
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HCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P.E.
Governor Director
May 20, 2013
Michael Manning
Western Wake Freeway Concrete Batch Plant
1071 Classic Rd
Apex, NC 27539
Dear Mr. Manning:
John Skvarla, III
Secretary
Subject: Rescission of NPDES Stormwater Permit
Certificate of Coverage Number NCG 140415
Western Wake Freeway Concrete Batch Plant
Wake County
On 12/19/2012, the Division of Water Quality received your request to rescind your coverage under
Certificate of Coverage Number NCG 140415. In accordance with your request, Certificate of Coverage
Number NCG 140415 is rescinded effective immediately.
Operating a treatment facility, discharging wastewater or discharging specific types of stormwater to
waters of the State without valid coverage under an NPDES permit is against federal and state laws and
could result in fines. If something changes and your facility would again require stormwater or
wastewater discharge permit coverage, you should notify this office immediately. We will be happy to
assist you in assuring the proper permit coverage.
If the facility is in the process.of being sold, you will be performing a public service if you would inform
the new or prospective owners of their potential need for NPDES permit coverage.
If you have questions about this matter, please contact Boyd DeVane at 919 807-6373, or the Water
Quality staff in our Raleigh Regional Office at 919-791-4200.
Sincerely,
for Charles Wakild, P.E., Director
cc: Raleigh Regional Office
Stormwater Permitting Unit
DWQ Central Files - w/attachments
Fran McPherson, DWQ Budget Office
Wake County
Wetlands and Stormwater Branch One
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 NorthCaColina
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: 91M07.6300 4 FAX: 91 H07-&494 . /Vatumll�/
Intennet: www.ncvvaterquali�.org
f� ;J
An Equal ppporlurt4y 1 Affirmative Action Employer

f
Central Files: APS SWP
12101111
Permit Number NCG140415f
Permit Tracking Slip
Program Category
Status Project Type
NPDES SW
Active New Project
Permit Type
Version Permit Classification
Ready Mix Concrete Stormwater/Wastewater Discharge COC
1.00 COC
Primary Reviewer
ken.pickle
Coastal SW Rule
Permitted Flow
Facili
Permit Contact Affiliation
Facility Name Major/Minor Legion
Western Wake Freeway Temporary RMC Batch Minor Raleigh
Plant Site B
Location Address County
1525 S Salem St Wake
Apex NC 27502 Facility Contact Affiliation
Stephen Gardner
1525 S Salem St
Owner Apex NC 27502
Owner Name Owner Type
Raleigh -Durham Roadbuilders " Non -Government
Owner Affiliation
Michael Manning
1071 Classic Rd
Dates/Events
Apex NC 27539
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
12/01/11 09/23/11 12/01/11 12/01/11 12/01/11
Regulated Activities Requested/Received Events
Ready mixed concrete - slormwater discharges RO staff report received
RO staff report requested
Additional information requested 10/10;11
Additional information received 10/24111
Other agency comments requested 11
Other agency comments received 11 {23111
Outfall 001
Waterbody Name Stream Index Number Current Class Subbasin
Heaver Creek 16-41-10-(0.3) WS-IV;NSW 03-06-05
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RALEIGH-DURHAM ROADBUILDERS
PEM CASH
929 W. ADAMS STREET
CHICAGO, IL 60607
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DATE 7 1411 CT355
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' - LETTER OF RANSMITTAL
j_WSPmSELLS
15401 Weston Parkway, Suite 100
Cary, NC 27513
T: 919.678.0035
F: 919.678.0206
www.wspsells.com
r
TO: Stormwater Permitting Unit
Division of Water Quality
1617 Mail ervlce en er
a eig , INC 27699-1617
DATE 9/22/11 ✓
JOB NO. 112011
PROPOSALNO.
ATTN: Ken Pickle
RE: Western Wake Expressway
Temporary RMC Batch Plant, Site'B' '
NOI for coverage under NCG140000
WE ARE SENDING YOU ❑ Attached P Via FedEx the following items:
Via Mail
Shop Drawings Prints Plans 0 Samples 0 Specifications
Copy of Letter Change Order
Photographs Control Photographs [j Contact Prints Manuscripts Diskettes
Diapositives x See Below
COPIES
DATE
NO.
DESCRIPTION
3
9/20/11
Construction Plans & Specifications
3
9/19/11
NOI Package, Calculations & Design Details
1
9/19/11
Cover Letter
DENR • WATER QUALI rY
DS AND STORMWATER BWWCH
THESE ARE TRANSMITTED as checked below:
x For approval
For your use
As requested
For review and comment
Control survey required
See below remarks
FORBIDS DUE
Approved as submitted Resubmit
Approved as noted Submit
Return for corrections Return
For your records
Analytical aerial triangulation required
For review and comment
copies for approval
copies for distribution
corrected prints
20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS Sheet C300 of the attached Construction Plans and Specifications is being submitted along with the entire plan
set to the N rth Carolina Turnpike Authority for Sedimentation and Erosion Control review. Upon finalization of their review,
the proposed erosion control plan will be submitted to the North Carolina Department of Transportation for approval. NCDOT
operates their own in house Sedimentation and Erosion Control program through their Roadside Environmental Unit for all
projects within designated NCDOT rights -of -way.
I appreciate your assistance in getting this project approved and permitted under NCG140000. Please feel free to contact me
At your convenience with any comments or concerns that arise.
COPY TO: Kristofer A. Edelberg — RDR SIGNED:
N

Stormwater Permitting Unit
NCDENR — Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
September 19, 201 1
RE: Notice of Intent for NPDES General Permit NCG140000
Western Wake Expressway, Temporary RMC Batch Mani, Site B
Raleigh -Durham Roadbuilders
NCTA Contract No.: C201993
WSP SELLS Project No.: 1 1201 1
On behalf of Raleigh -Durham Roadbuilders (RDR), we are pleased to present you with this Notice of Intent
(NOI) Application for coverage under NPDES General Permit NCG140000 for your review and approval.
The North Carolina Turnpike Authority (NCTA) has retained RDR to provide grading and pavement services
for the Western Wake Expressway (1-540) in Wake County, NC. RDR intends to erect a New Temporary
Ready -Mixed Concrete (RMC) Batch Plant at 1525 South Salem Street, in Apex, NC. The site is located on
Old US Highway 1 (South Salem Street), approximately two (2) miles southwest of the intersection with US
Highway 55 in Apex, NC.
In order to meet NCTA construction schedules, the plant should be ready to produce concrete on February
1, 2012, in order to begin full scale production on Match 15, 2012. To meet this schedule, the owner
needs to have all permits in hand prior to November 15, 2011.
Please find attached three (3) NOI submittal packages including application forms, a written narrative,
design specifications, calculations and supporting documentation, and three (3) sets of construction plans for
your review and approval.
Should you require any additional information, please don't hesitate to contact me at [phone] or
an y.hpwell(2wspsells.com. We look forward to hearing from you soon.
Sincerely,
Chas. H. Sells d/b/a WSP SELLS
Andrew M. Howell, PE, CFM
Water Resources Engineer
cc: file
Mr. Kristofer A. Edelberg, Raleigh -Durham Roodbuilders

Raleigh -Durham Roadbuilders
1071 Classic Road
Apex StateNC ZIP Code 27539
(919)2� '5 v + `51100 /' Fax: [phone]
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
�^16A ileS� SARM / TT4 z-
a l �1�AL e i�rakr-- FOFt ACC:
Un
Year
Division of Water Quality / Surface Water Protection
Ccnific
Kid
NCDENR National Pollutant Discharge Elimination System Checks
Noarn CMa — DC R Ww o
—0 N", fts0vFkC" NCG 140000 p`rn
NOTICE OF INTENT
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG140000:
STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code - 3273 Ready Mixed Concrete
For new plant sites that will discharge or recycle process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to Construct (ATC) wastewater
treatment facilities. ATC requests must be submitted at least 90 days prior to construction'.
For exfstina plant sites discharging or recycling process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to continue to operate wastewater
treatment facilities In place. Construction, modification, or installation of any new treatment components
at an existing site requires an ATC.
Treatment facilities used to treat or recycle process wastewater (including stormwater BMP structures
treating process wastewater flows commingled with stormwater) require an ATC prior to construction
per 15A NCAC 2H .0138. The 4uthorization to construct or continue to operate will be issued at the
same time as the Certificate of Coverage (COC) for the NCG14 permit. Design of treatment facilities
must comply with requirements of 15A NCAC 21-1.0138 & .0139.
Construction of wastewater treatment facilities (this includes recycle systems) at new or existing plant
sites requires submission of three (3) sets of plans and specifications signed and sealed by a
Professional Engineer (P.E.) or qualified staffz along with this application. A copy of the design
calculations should be included. Please see questions 14 & 15.
For questions, please contact the DWO Regional Office for your area. (See page 5)
y�.� I
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Name
Street Address
City
Telephone No.
Western Wake Freeway
Stephen Gardner
1525 South Salem Street
Apex StateNC ZIP Code 27502
Wake
(919) J-d $1Fax: [phone]
Page 1 of 5
'As per 15A NCAC 2H .0106
2Unless treatment facilities are designed, constructed, and put into operation by employees internal to the company who are qualified to
perform such work for their respective companies in accordance with General Statutes, 89C-25 (7), plans and specifications must be signed
and sealed by a P.E.
SWU-229-071408 Last revised 7/14/08

NCG140000 N.O.I.
3) Physical location information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). Facility is be located within the construction easement at
1525 South Salem Street, Apex, NC
(A copy of a county map or USGS quad sheet with facility clearly located on the map is a required part of this application.)
4) Latitude 350 42' 28" N Longitude 78° 52' 56" W (deg, min, sec)
5) This NPDES Permit Application applies to which of the following:
® New or Proposed Facility Date operation is to begin February 2012
❑ Existing
6) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: 3 2 7 3
7) Provide a brief description of the types of industrial activities.and products produced at this facility:
(Include a site diagram showing the process areas present at this facility.)
Production of Ready -Mixed Concrete for Western Wake Freeway. Activities will include washing of concrete
truck beds and washing of the mixing drum.
8) Discharge points 1 Receiving waters:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater and/or wastewater from the
property? Two 2
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges end up in? Unnamed Tributa[y to Beaver Creek
It 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). NIA
Receiving water classification (if known):WS-IV, NSW
Note: Discharge of process wastewater to receiving waters classified as WS-II to WS-V or SA must
be approved by the N.C. Dept. of Environmental Health. If DEH does not approve, coverage
under NCG140000 cannot be granted. No new discharges of process wastewater are
permitted in receiving waters classified as WS-1 or freshwater ORW.
9) Does this facility have any other NPDES permits?
® No
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility: NIA
10) Does this facility have any Non -Discharge permits (ex: recycle permits)?
® No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility: NIA
11) Does this facility employ any best management practices for stormwater control?
❑ No
® Yes
If yes, please briefly describe: Rock Check Dams and Skimmer Basin located at northwestern corner of site.
Please refer to Narrative Section 11 ,
Page 2 of 5
SWU-229-071408 last revised 7/14/2008

NCG140000 N.O.I.
12) Does this facility have a Stormwater Pollution Prevention Plan?
® No
❑ Yes
If yes, when was it implemented?Not at the time of NOI. An SWP3 will be in place prior to plant operation.
13) Are vehicle maintenance activities occurring or planned at this facility?
® No
❑ Yes
Wastewater Treatment Design Information
14) Are discharges occurring or planned from any of the following process wastewater generating activities?
Vehicle and equipment cleaning ® Yes ❑ No
Wetting of raw material stockpiles X Yes ❑ No
Mixing drum cleaning ® Yes ❑ No
If yes to any of the above, please describe the type of process used to treat and/or recycle the process
wastewater.
1XFor a sufficient application, you must provide design specifics (e.g., design volume, retention time, surface
Isalarea, etc.) and calculations to demonstrate compliance with permit effluent limits (pH — 6-9 SU, Total
Suspended Solids (TSS) — 30 mg/l, and Settleable Solids (SS) — 5 mill.) [Use separate sheet(s)].
If all these discharges are recycled, please refer to Question 15.
For plants that recycle and/or discharge process wastewater.
When applying for this permit, you are also applying for an authorization to construct (new
treatment facilities) or authorization to continue to operate (existing treatment facilities) as
part of the NOI. For new sites, you must submit three (3) sets of design plans. and
specifications with this application and provide supporting calculations that predict
compliance of final discharge with permit limits. For existing sites, applicants should submit
three (3) sets of plans and specs for facilities as -built and provide as many design details as
possible, or submit a detailed diagram of treatment systems in place that includes information
such as tank volumes, dimensions, retention time, piping, settling basin details, etc.
Please note: If new treatment systems are planned for an existing site, an ATC will be required
prior to construction of those facilities. Plans/specs/calculations prepared by a P.E. and the
request for an ATC may be submitted with this NOI, or separately at a later date. DWO may
request the status of your plans for requesting an ATC upon issuance of the COC.
15) Does the facility use or plan to use a recycle system?
❑ No
® Yes
If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr, 24-hr)
25 + year, 24-hr rainfall event
For a recycle system (regardless of when it overflows), please provide plans, calculations, and design
specifics (e.g., throughput assumptions/water balance, design volume, retention time, surface area, amount
of freeboard in design storm event, etc.). [Use separate sheet(s)].
Vi'' For a sufficient application, the information must demonstrate compliance of final discharge with permit
� effluent limits (pH — 6-9 SU, Total Suspended Solids (TSS) — 30 mg/l, and Settleable Solids (SS) — 5 ml/1), or
must demonstrate that the recycle system has sufficient capacity to contain runoff from a 25-year, 24-hr
rainfall event plus one foot of freeboard under design operating conditions.
Page 3 of 5
SWU-229-071408 Last revised 7/14/2008

NCG 140000 N.O.I.
16) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
® No ❑ Yes If so, include information to demonstrate protection from flooding. (Minimum design
requirements for treatment works include protection from the 100-year flood, per 15A NCAC 2H .0219.)
17) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
® No
❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month)
of hazardous waste?
® No
❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
® No
❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport / disposal vendor:
Vendor address:
18) Certification:
n/a
n/a
n/a
n/a
North Carolina General Statute 143-215.6 B(i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other
document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a false
statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the
[Environmental Management] Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine
not to exceed ten thousand dollars ($10,000).
I hereby request coverage under the referenced General Permit. I understand that coverage under this
permit will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as
an individual permit.
certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing: Michael Manning
Title: Proiect Executive A
(Signature of Applicant)
1-)1-! 1
(Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
NCDENR
Page 4 of 5
SWU-229-071408 Last revised 7/14/2008

NCG140000 N.O.I.
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
® Check for $100 made payable to NCDENR.
® This completed application and all supporting documentation (including design details and calculations for
treatment systems).
vov ® If an Erosion & Sedimentation Control (E&SC) Plan is required from Division of Land Resources (DLR)
or local designee: documentation verifying applicant has developed and submitted that Plan to the
governing agency (required per 15A NCAC 02H .0138).'
® For new sites (or sites that will install new treatment facilities): Three (3) copies of plans and
1 specifications for wastewater treatment facilities (including recycle systems), signed and sealed by a
Professional Engineer or qualified staff meeting requirements of G.S. 89C-25 (7).
`n ❑ For existing sites: three (3) copies of plans and specifications for wastewater treatment facilities (including
recycle systems) as built, stamped and sealed by a Professional Engineer, or (only if plans not available) a
detailed diagram of treatment systems in place that includes information such as tank volumes, dimensions,
retention time, piping, settling basin details, etc.
® A site map showing, at a minimum, (existing or proposed):
(a) outline of drainage areas, (b) stormwater/wastewater treatment structures, (c) location of
stormwaterlwastewater outfalls (corresponding to which drainage areas), (d) runoff conveyance structures,
(e) areas where materials are stored, (f) impervious areas, and (g) site property lines.
® A county map or USGS quad sheet with location of facility clearly marked.
Mail the entire package to:
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DWO Regional Office for your area.
DWQ Regional Off ide Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...(252)
946-6481
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........(919)
807-6300
Page 5 of 5
SWU-229.071408 Last revised 7/14/2008

0.0 INTRODUCTION
This document is intended to accompany the attached Notice of Intent (NOI) to apply for
coverage under the National Pollutant Discharge Elimination System (NPDES) North
Carolina General Permit NCG140000. General Permit NCG140000 applies to
stormwater and process wastewater discharges associated with activities classified as
Standard Industrial Classification (SIC) Code 3273, Ready .Mixed Concrete (RMC).
The North Carolina Turnpike Authority (NCTA) has retained Raleigh -Durham Roadbuilders
to provide design -build services for the construction of the Western Wake Freeway in
Wake County, North Carolina. In order to support paving operations, Raleigh -Durham
Roadbuilders intends to erect a Temporary RMC_Batch Plant within a designated
construction easement located at the intersection of the future Western Wake Freeway
and Old US Highway 1, within the Town of Apex iurisdiction. The site is located on Old
US Highway 1 (South Salem Street), approximately two (2) miles southwest of the
intersection with US Highway 55 in Apex, NC.
This application for coverage applies to a New Temporary Facility. As part of their
normal operations, Raleigh -Durham Roadbuilders intends to operate and maintain a
process wastewater recycle system for the washing of concrete trucks. The recycle system
consists of a wash bay with weir overflow, a primary settling basin (Basin 1) and a
secondary holding basin (Basin 2). During normal operations, the recycle system will
function as a closed system with no discharge. In wet weather conditions resulting in a
discharge of treated process wastewater, Basin 2 has been designed to comply with NC
Division of Water Quality (DWQ) effluent standards for discharge during a 10 year
design event:
30 mg/I for Total Suspend Solids (TSS) L •�
5 mg/I for Settleable Solids (SS) ��M T I� "'�' 5
6-9 SU for pH,
All on -site stormwater shall be directed through permanent erosion control structures and
discharged through a skimmer basin located to the west of the recycle system.
In the document to follow, section numbers correspond to the numbered items in the NOI
forms. The NOI is included in this document as Appendix A.
WSP SELLS 1 Revised N01 Narrative - RDR.doc

1.0 OWNER/OPERATOR
The owner of the proposed RMC batch plant is:
Raleigh -Durham Roadbuilders
A Joint Venture of Archer Western Contractors, Ltd. And Granite Construction Company
1071 Classic Road
Apex, NC 27539
Phone: [phone]
Fax: [phone]
2.0 FACILITY LOCATION
The Western Wake Freeway Temporary, RMC Batch Plant, Site B will be located at:
1525 South Salem Street
Apex, NC 27502
Wake County
Phone: [phone]
Fax: [phone]
NCTA Project No. R2635A, R2635B, R2635C
NCTA Contract No. C201993
The facility contact is Stephen Gardner. Please refer to Appendix G for a site vicinity
map.
3.0 PHYSICAL LOCATION INFORMATION
The facility is to be located within the construction easement at 1525 South Salem Street,
Apex, NC. The site is to be located on Old US Highway 1 (South Salem Street),
approximately two (2) miles southwest of the intersection with US Highway 55 in Apex,
NC.
4.0 GEOGRAPHIC LOCATION
Latitude: 35042'28" N
Longitude: 78052'56" W 1f
5.0 FACILITY STATUS
This NPDES Permit Application applies to a New or Proposed Temporary Facility. In order
to meet NCTA construction schedules, the plant should be ready to produce concrete on
February 1, 2012, in order to begin full scale production on March 15, 2012. To meet
this schedule, the owner needs to have all permits in hand prior to November 15, 2011.
WSP SELLS 2 Revised NOI Narrative - RDR.doc

6.0 STANDARD INDUSTRIAL CLASSIFICATION
The four (4) digit SIC Code that describes the proposed primary industrial activity at this
facility is the SIC Code for Ready Mixed Concrete.
SIC Code. 3273
7.0 INDUSTRIAL ACTIVITIES
The proposed primary industrial activity to occur at this facility is the production of Ready
Mixed Concrete for the Wake County Western Wake Freeway project.
For the proposed site layout showing the process areas present at the facility, please
refer to Sheet C200 of the attached construction plans.
8.0 DISCHARGE POINTS
There are two (2) discharge points for the property. One discharge point conveys process
wastewater from the wash bay recycle system offsite at the northwest corner of the
project site. A second discharge point adjacent to the process wastewater treatment
system conveys primarily stormwater from the project site. However, the latter will also
be sampled for compliance with wastewater effluent standards, as it has been determined
to contain .a very weak process wastewater stream resulting from the wetting of raw
material stockpiles. All materials to be wet by sprinkler system are to be washed prior to
delivery to the project site. Additionally, the sprinkler system will utilize water from a
municipal source, which has been treated to drinking water standards. Therefore, the
weak wastewater stream has been determined to present very little potential negative
impact on effluent water quality, and will not be treated in the wash bay recycle system.
It will however be treated through conventional sedimentation and erosion control
measures such as rock check dams and a skimmer basin located immediately to the west of
the recycle system. The ultimate receiving water for all discharge points is an Unnamed
Tributary (UT) to Beaver Creek, with a water quality classification of WS-IV, and a
supplementary classification of NSW (Nutrient Sensitive Waters). �—
For the proposed site layout, please refer to Sheet C200 of the attached construction
plans.
9.0 NPDES PERMITS
This facility does not have any other NPDES permits.
10.0 NON -DISCHARGE PERMITS
This facility does not have any non -discharge permits.
WSP SELLS 3 Revised NOI Narrative - RDR.doc

11.0 BEST MANAGEMENT PRACTICES
This facility will employ Best Management Practices (BMPs) for stormwater control. BMPs
that will be incorporated to this site are as follows..
Permanent Rock Check Dams located in stormwater conveyance ditches.
A Permanent Skimmer Basin to be the final treatment structure for all stormwater (plus the
weak wastewater from material wetting) leaving the site, located at the northwestern
edge of the intersection quadrant.
For the proposed erosion control plan, please refer to Sheet C300 of the attached
construction plans.
12.0 STORMWATER POLLUTION PREVENTION PLAN
This facility does not have a Stormwater Pollution Prevention Plan (SWP3) at the time of
this NOI submittal. However, a SWP3 will be completed and on -site prior to plant
operation.
13.0 VEHICLE MAINTENANCE
Vehicle maintenance activities will not occur on the property.
14.0 WASTEWATER GENERATING ACTIVITIES
Concrete trucks will be washed at 30 gallons per minute for approximately 1 to 2 minutes
in a wash bay directing all runoff to a recycle system.
Wetting of raw material stockpiles will occur at this facility, via sprinkler nozzles run
intermittently, utilizing water from a municipal source, or via periodic sprays from a water
truck. Under normal operating conditions, wetting of raw materials will not produce
runoff. However, runoff is anticipated during wet weather.
The stationary mixing drum at the batch plant will be cleaned once daily. Normal wash
out is 3 to 4 rinses using 250 to 300 gallons of water per rinse until the drum discharges
clean water. Wastewater generated from this process will be contained in ❑ water -tight
front-end loader bucket. The wheel loader will then transfer the process wastewater from
the mixing drum to the wash bay. The contractor will ensure that the bucket used has
sufficient capacity to prevent spillage of wastewater during transport.
Refer to Sheet C200 of the attached construction plans for the proposed site layout.
15.0 RECYCLE SYSTEM
This facility will use a recycle system. The recycle system consists of a wash bay with weir
overflow, a primary settling basin (Basin 1), a secondary holding basin (Basin 2), and a
final treatment basin (Basin 3). During normal operations, the recycle system will function
as a closed system with no discharge. In wet weather conditions resulting in a discharge of
WSP SELLS 4 Revised N01 Narrative - RDR.doc

treated process wastewater, Basin 2. has been designed to comply with NC Division of
Water Quality (DWQ) effluent standards for discharge during a 10 year design event-
30 mg/1 for Total Suspend Solids (TSS)
5 mg/I for Settleable Solids (SS)
6-9 SU for pH
The total cumulative volume of all basins in the recycle system is 49,027 cubic feet. The
treatment system has been designed to treat process wastewater to the DWQ effluent
standards under a worst -case scenario, in which all basins are 100% full prior to the
introduction of stormwater runoff from a 10-yr design storm.
Using data available from the National Oceanic and Atmospheric Administration's
(NOAA) National Climate Data Center (NCDC), calculations predict that the recycle
system has the capacity to contain the 25-year, 24-hour rainfall event before overflowing.
i 0-year, 24-hour precipitation = 5.44 inches (upper bound 90% confidence interval)
25-year, 24-hour precipitation = 6.51 inches (upper bound 90% confidence interval)
For detailed rainfall data, please refer to Appendix D.
Over a 0.54 acre area, assuming all rainfall becomes runoff (CN=100):
10-year, 24-hour volume = 10,664 cubic feet
25-year, 24-hour volume = 12,761 cubic feet
Although the recycle system has been sized to contain the 25-year, 24-hour rainfall event,
it has been deemed impractical to recover the required capacity in a sufficient period of
time (3 days or less). Therefore, the system has been designed to treat process
wastewater to the DWQ effluent standards even if all basins are full prior to the
introduction of stormwater runoff, as stated above. Over the possible life of the facility, it
is possible that all basins may store their maximum volumes at some point. During a 10-
year design storm, TSS and SS effluent limits have been achieved by following a
conventional settling basin design, and using a grain size distribution based on a 2004
study conducted by the National Institute for Standards and Technology (NIST). The
findings of this study have been included in this document as Appendix C.
pH control will be achieved by the use of a skid -mounted, automatic CO2 dosing system
located in Basin 3. The system will be set to maintain a pH of 7.25 in the discharge.
Power will be supplied to the unit using a portable generator. The product used shall be
the Fortrans, Inc. Model 5000-SK Skid Mounted pH Control System, or approved
equivalent. For design data and specifications, please refer to Appendix E.
Infiltration in the wastewater treatment basins will be controlled by the use of a bentonite-
based pond liner product in Basin 1, with a minimal amount of concrete overlay to prevent
damage during maintenance clean out activities. Basins 2 and 3 shall be lined with the
some material as Basin 1 without concrete overlay, or a textured HDPE pond liner
material, at the discretion of the contractor. The bentonite-based product to be use shall
WSP SELLS 5 Revised NO] Narrative - RDR.doc

be CETCO Lining Technologies Akwaseol® Pond liner, or approved equivalent. The HDPE
product to be used shall be a GSE 40mil textured HDPE, or approved equivalent.
For a detailed description of the recycle system and the treatment of process wastewater,
please refer to Appendix B.
For the proposed layout, please refer to Sheet C400 of the attached construction plans.
16.0 100-YEAR FLOODPLAIN
No part of the RMC batch plant, including the recycle system will be located within the
100-year floodplain. For the current Flood Insurance Rate Map (FIRM), please refer to
Appendix F.
17.0 HAZARDOUS WASTE
This facility is not a hazardous waste treatment, storage or disposal facility.
This facility is not a generator of hazardous wastes (small or large quantity).
18.0 CERTIFICATION
The NOI form provided by NCDENR has been certified by a responsible party pursuant to
North Carolina General Statute 143-215.6 B(i). Please refer to Appendix A.
This submittal has been signed and sealed by a Professional Engineer licensed in the state
of North Carolina, qualified to certify the accuracy and completeness of the statements
made herein.
WSP SELLS 6 Revised NOI Narrative - RDR.doc

F q a �J
rye✓/--�,..�
AI'1�S,Sers�r �.�
Stormwater Permitting Unit
NCDENR — Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
September 19, 2011
RE: Addendum to Notice of Intent for NPDES General Permit NCG140000
Western Wake Expressway, Temporary RMC Batch Plant, Site B
Raleigh -Durham Roadbuilders
NCTA Contract No.: C201993
WSP SELLS Project No.: 1 1201 1 r �, —Ica/ 1' Art
In the process of preparing this Notice of Intent (NOI) Application for co age under NC/G140000, it has
come to our attention that the Division of Water Quality (DWQ) as issued a modified4t�rOl- arm After
speaking with Ms. Jennifer Jones of the Stormwater Permitting Unit, we have decided to address the
additional data �_.qvlr ents of the revised NOI form as an Attachment to the original document. Please
find the signed plication (July 2008 ersion) in the NOI package, and the latest revision (July 2011
version) attached here: -"-'� S�nZ7�u�Lo jS f s✓Ir3�� rJ��� m/rr� r�1��2i7�L�
Should you require any additional information, please don't hesitate to contact me at [phone] or
andy,howella—wspsells.com. We look forward to hearing from you soon.
Sincerely,
Chas. H. Sells d/b/a WSP SELLS
Andrew M. Howell, PE, CFM
Water Resources Engineer
cc: file
Mr. Kristofer A. Edelberg, Raleigh -Durham Roadbuilders
SEP 3 7011 y
DENR • WATER QUALr( Y
WETLANDS AND STORMWATER BRANCH

�' s Division of Water Quality / Surface Water Protection
NCDENRNational Pollutant Discharge Elimination System
Np — C�UN D[ -EM 01
EINIFCI.— AND NITVRAL RE9O Cct
NCG140000
NOTICE OF INTENT
FOR AGENCY USE ONLY
Date Received
yeat
Month [)a
Certificate ofCovera
e
1 $
Chcck k Amount
g1 IPD
11erqiit.Assipancd to
tC
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG140000:
STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code: 3273 and like activities - Ready Mixed Concrete
Treatment facilities used to treat or recycle process wastewater that discharge to surface waters require -
an ATC prior to construction per 15A NCAC 2H .0138. The Authorization to Constructor Operate may
be applied for, and subsequently issued at the same time as the Certificate of Coverage (COC) for the NCG14
permit. Design of treatment facilities must comply with requirements of 15A NCAC 2H .0138 & .0139.
For new plant sites that will discharge process wastewater (even if commingled with stormwater): This NOI
may also be an APPLICATION FOR Authorization to Construct (ATC) wastewater treatment facilities.
ATC requests must be submitted at least 90 days prior to construction'.
For existing plant sites discharging process wastewater (even if commingled with stormwater): This NOI may
also be an APPLICATION FOR Authorization to Operate wastewater treatment facilities. Construction,
modification, or installation of any new treatment components at an existing site requires an ATC.
If your facility discharges wastewater to surface water, construction or operation of wastewater
treatment facilities at new or existing sites requires submission of three (3) sets of plans and .
specifications, signed and sealed by a Professional Engineer (P.E.) or qualified staflz along with this
application. A copy of the design calculations should be included. Please see questions 10-17 for more detail!
I For questions, please contact the DWQ Regional Office for your area. (See page 6)
(Please print or type)
'\ 1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Owner Name Raleigh -Durham Roadbuilders
Street Address 1071 Classic Road
City Apex StateNC ZIP Code 27539
Telephone No. 919-367-5100 Fax: [phone]
'k2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
Western Wake Freewav Temoorary RMC Batch Plant. Site 'B'
Stephen Gardner
1525 South Salem Street
Apex StateNC ZIP Code 27502
Wake
919-367-5100
Fax: [phone]
CAs per 15A NCAC 2 .0106
'-fJnless treatment facilities are designed, constructed, and put into operation by employees internal to the company who are qualified to
perform such work for their respective companies in accordance with General Statutes, 89C-25 (7), plans and specifications must be signed
and sealed by a P.E.
Page 1 of 7
SW U-229-07122011

NCG140000 N.O.I.
,K3) Physical location information:
Please provide narrative directions to the facility (use street'names, state road numbers, and distance and
direction from a roadway intersection). From downtown Apex, follow Old US Highway 1 (S. Salem St,) south
out of town approx. 2 miles past NC Highway 55. Yard will be on the right.
(A copy of a county map or USGS quad sheet with facility clearly located on the map is a required part of this application_)
X4) Latitude 35042' 28" N Longitude 78° 52' 56" W (deg, min, sec)
X_5) This NPDES Permit Application applies to the following (check all that apply):
® New or Proposed Facility
❑ Existing Facility Permit #
Date operation is to begin February 1 2012
® Application for ATC ❑ Application for ATO
r— n/67" /a PRO e- F A4
As 70 rlAIJiAh(
,/ 6) Consulting Engineer's (or other qualified design staffs) application information:
Consulting Engineer: Andrew M. Howell, PE
Consulting Firm: Chas. H. Sells dlb/a WSP SELLS
Mailing Address: 15401 Weston Parkway, Suite 100
City: Cary__
State: NC Zip Code: 27513
Phone: [phone] Fax: [phone]
Email: ^andy.howell(a7wspsells.com
(Optional)
Staple Business Card Here:
r
A 7) Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary
industrial activity at this facility:
SIC Code: 3 2 7 3
8) Provide a brief description of the types of industrial activities and products produced at this facility:
(Attach a site diagram showing the process areas present at this facility.)
Production of Ready -Mixed Concrete for Western Wake Freeway. Activities will include washing of concrete
truck beds and washing of the mixing drum, plus raw material irrigation via sprinkler system.
Stormwater Discharge, Wastewater Treatment & Discharge and Permitting Information
9) Discharge points I Receiving waters:
Number of discharge points (ditches, pipes, channels, etc.) that convey stormwater and/or wastewater from
the property:
Storm water -only: Wastewater -only: Wastewater Commingled with Stormwater :2
What is the name of the body or bodies of water (creek, stream, river, lake, etc,) that the facility stormwater
and/or wastewater discharges end up in? Unnamed Tributary to Beaver Creek
Receiving water classification(s), if known: WS-IV, NSW
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), NIA
Will this facility discharge wastewater to SA (Shellfishing) waters? ❑ Yes I INo
Note: Discharge of process wastewater to receiving waters classified as WS-11 to WS-V or $A must
be approved by the Y'- 1f�EF�does not approve, coverage.
under NCG140000 cannot be granted. No new discharges of process wastewater are permitted
in receiving waters classifier! as WS-I or freshwater ORW.
Dwl; : PW S
SWU-229-07122011 O��

NCG140000 N.01
Wastewater:
\ 10) What types of wastewater does your facility generate or discharge?
Type of Authorized Wastewater
Generate
Discharge
Sent to WW
Treatment
System
Vehicle and equipment cleaning (VE)
®
N
Wetting of raw material stockpiles RM
®
N
❑
Mixing drum cleaning (MD)
®
N
Further explanation, if necessary: Wetting of raw material stockpiles is considered to be a "weak wastewater"
stream which will not discharge frequently. However, this discharge will still be sampled as wastewater.
k 11) Will your facility spray -down or actively wet aggregate piles?
❑ No N Yes
/ 12) Does the facility use any of the following on site?
❑ Phosphorus -containing Detergents
❑ Brighteners ❑ Other Cleaning Agents
❑ Non -Phosphorus -containing Detergents
❑ Other:
.\13) Are wastewater treatment facilities planned in the 100-year flood plain?
NNo ❑ Yes
If yes, include information to demonstrate protection from flooding. (Minimum design requirements for
treatment works include protection from the 100-year flood, per 15A NCAC 2H .0219.)
N 14) Does your facility use or plan to use a recycle system, or recycle components in your treatment system?
®Yes ❑ No
If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr, 24-hr)
25-yr year, 24-hr rainfall event
15) Will your facility build a closed -loop recycle system that meets design requirements in 15A NCAC 02T
. 1000 and hold your facilities' working volume37
❑ Yes NNo
Will your facility discharge wastewater to surface waters?
NYes ❑ No
If the facility's treatment system meets the design requirements of 15A NCACO2T .1000 (including
holding the 25-year, 24-hour storm plus one foot of freeboard), holds the working volume of your site,
and does not discharge wastewater to surface waters, you may not be required to obtain an NPDES
permit for wastewater discharges. It you believe this is the case, please contact DWQ's Aquifer Protection
Section Land Application Unit Central Office Supervisor or staff (1636 Mail Service Center, Raleigh, NC
27699-1636) for more information on obtaining the necessary permits or approvals. If you will discharge
wastewater or stormwater to surface waters, please continue to apply for a permit to discharge associated
with ready -mixed concrete or like operations under NCG140000. For further questions, please contact
DWQ's Stormwater Permitting Unft Staff. Also see questions 16 and 17.
3 See DWQ's Aquifer Protection Section Land Application Unit's Water Balance Calculation Policy for more information, on DWQ LAU's
website http:gportal.ncdenr.orgtweblwolapsllaulpolicies for more information.
Page 3 of 7
SWU-229-07122011

NCG140000 N.O.I.
i
16) A wastewater treatment alternatives review is required by 15A NCAC 2H.0105 (c)(2) for any new or
expanding water pollution control facility's discharge in North Carolina. You may attach additional sheets.
a) What wastewaters were considered for this alternatives review? ®VE ®RM ®MD
b) Connection to a Municipal or Regional Sewer Collection System:
i) Are there existing sewer lines within a one -mile radius? ..................................... ®Yes ❑ No
(1) If Yes, will the wastewater treatment plant (WWTP) accept the wastewater? .... ❑ Yes ❑ No
(a) If No, please attach a letter documenting that the WWTP will not accept the wastewater. `
(b) If Yes, is it feasible to connect to the WWTP? Why or why not?'
c) Closed -loop Recycle System (must meet design requirements of 15A NCAC 2T .1000):
Are you already proposing a closed -loop recycle system (CLRS)? See question 15... 0 Yes 0No
(1) If Yes, contact DWQ's Aquifer Protection Section's Land Application Unit (see question 15)
(2) If No, is this option technologically feasible (possible)? Why or why not?`Yes —A CLRS would
require a completely_ contained wastewater treatment holding tank which would prevent the
inclusion of stormwater and groundwater into the system,
(3) If No, is it feasible td
site? Why or why not?' It is not practically feasible to
(4) What is the feasibility of building a CLRS compared to direct surface water discharge?" It is more
feasible to construct a surface water discharge system designed to conform to applicable effluent
standards at this site than to construct a CLRS,
d) Surface or Subsurface Disposal System (e.g., spray irrigation):
i) Is a surface or subsurface disposal technologically feasible (possible)? ....................0 Yes ❑ No
Why or Why not? A spray irrigation system is technologically tally feasible. Due to potentially high water
tables, a subsurface disposal system is not. _
ii) Is a surface or subsurface disposal system feasible to implement?*...........................0 Yes ®No
Why or Why not? No. given the ongoing roadway construction activities at this site and on the
adjacent roadway proiect site, it is not feasible to implement or maintain such a System.
iii) What is the feasibility of employing a subsurface or surface discharge as compared to a direct
discharge to surface waters?" It is more feasible to construct a surface water discharge system
designed to conform to applicable effluent standards at this site than to construct a surface irrigation
or subsurface infiltration system.
e) Direct Discharge to Surface Waters: Is discharge to surface waters the most environmentally sound
alternative of all reasonably cost-effective options of the wastewaters being considered?`... 0 Yes 0 No
i) If No, contact DWQ's Land Application Unit to determine permitting requirements (See Question 14).
f) If this review included all wastewater discharge types, would excluding some types (e.g. raw
stockpile wetting) make any of the above non -discharge options feasible?..............0 Yes 2: No
You may be asked to provide further information to support your answers to these questions after the initial review.
Feasibility should take into account initial and recurring costs.
M
Page 4of7
SWU-229-07122011

NCG140000 N.O.L
7) Does your plant discharge process wastewater to surface waters? L2sI Yes u No '
When applying for this permit, you may also concurrently apply for an Authorization to Construct
(ATC) (for new treatment facilities) or Authorization to Operate (ATO) (for existing treatment facilities),
or you may apply at a later date. However, an ATC from DWQ's Stormwater Permitting Unit is required to be
obtained prior to construction of wastewater treatment facilities that discharge to surface waters.
ATCIATO application information is as follows:
• For new sites, you must submit three (3) sets of design plans and specifications with this
application (signed, sealed and stamped by a Professional Engineer (P.E.) or qualified staffs) and
provide supporting calculations that predict compliance of final discharge with permit limits. A copy of
the design calculations should be included.
• For existing sites, applicants must submit three (3) sets of plans, specs for facilities as-builts
(signed, sealed and stamped by a Professional Engineer (P.E,) or qualified stafe). Provide as
many design details as possible. A copy of the design calculations should be included.
Applications for ATC or ATOs shall include (Attach separate sheet(s)):
• A detailed diagram of treatment systems in place, including design specifics such as:
o tank volumes
o dimensions
c retention time
o surface are
o working volume
o piping
o settling basin details
o any other pertinent design information.
• Water balance equations for treatment systems and holding ponds (inputs, outputs, rates).
• Rainwater use in mix (rate and volumes), if applicable.
• Calculations to demonstrate compliance with permit effluent limits (pH — 6-9 SU, Total Suspended
Solids (TSS) — 30 mg17, and Settleable Solids (SS) — 5 m117).
Stormwater:
a 18) Does this facility employ any best management practices for Stormwater control?
❑ No ®Yes
If yes, please briefly describe: Rock check dams throughout , and skimmer basin located at the northwestern
corner of the site. Please refer to Narrative Section 11.
� 19) Does this facility have a Stormwater Pollution Prevention Plan?
®No ❑ Yes
If yes, when was it implemented? Not at the time of this NO[. An SWP3 will be in Place prior to plant
operation.
-1�20) Are vehicle maintenance activities (VMA) occurring or planned at this facility?
®No ❑Yes
If yes, does your VMA area discharge into your wastewater treatment device? ❑ No ❑ Yes ® NIA
Other/Permittincr:
4 Unless treatment facilities are designed, constructed, and put into operation by employees internal to the company who are qualified to
perform such work for their respective companies in accordance with General Statutes, 89C-25 (7), plans and specifications must be signed
and sealed by a P.E.
S Unless treatment facilities are designed, constructed, and put into operation by employees internal to the company who are qualified to
perform such work for their respective companies in accordance with General Statutes, 89C-25 (7), plans and specifications must be signed
and sealed by a P.E.
Page 5 of 7
SWU-229-07122011

NCG140000 N.O.I.
k 21) Does this facility have any other NPDES permits?
®No ❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility: NIA
A 22) Does this facility have any Non -Discharge permits (ex: recycle permits)?
®No ❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility: NIA
! 23) Does this facility have a Division of Land Resources Erosion & Sedimentation Control (E&SC) Permit?
®No ❑ Yes
If yes, list the permit numbers for all current E&SC permits for this facility: NCDOT approved E&SC plan.
24) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
®No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
® No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
®No ❑ Yes
d) Type(s) of waste:
How is material stored: NIA
Where is material stored: N/A
How many disposal shipments per year: N/A
Name of transport 1 disposal vendor: NIA
Vendor address: NIA
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
S Check for $100 made payable to NCDENR.
- ® This completed application and all supporting documentation (including design details, water balance
equations, and calculations for treatment systems) — see Question 17. '
I ® If an Erosion & Sedimentation Control (E&SC) Plan is required from Division of Land Resources (DLR)
or local designee: documentation verifying applicant has developed and submitted that Plan to the
governing agency (required per 15A NCAC 02H .0138).
For new sites (or sites that will install new treatment facilities): Three (3) copies of plans and specifications
for wastewater treatment facilities (including recycle system components), signed and. sealed by a
Professional Engineer or qualified staff meeting requirements of G.S. 89C-25 (7) — see Question 17.
For existing sites: three (3) copies of plans and specifications for wastewater treatment facilities
W(including recycle system components) as built, stamped and sealed by a Professional Engineer, or (only if X
plans not available) a detailed diagram of treatment systems in place that includes information such as tank
volumes, dimensions, retention time, piping, settling basin details, etc. — see Question 17.
® A site map showing, at a minimum, (existing or proposed):
(a) outline of drainage areas, (b) stormwaterlwastewater treatment structures, (c) location of
stormwaterfwastewater outfalls (corresponding to which drainage areas), (d) runoff conveyance structures, ; ✓
(e) areas where materials are stored, (f) impervious areas, and (g) site property lines.
® A county map or USGS quad sheet with location of facility clearly marked,
Page 6 of 7
SWU-229-07122011

NCG140000 N.4.1.
-'25) Certification:
North Carolina General Statute 143-215.6 B(i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other
document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a false
statement of a material fact in a ruiemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the
[Environmental Management] Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine
not to exceed ten thousand dollars ($10,000),
hereby request coverage under the referenced General Permit. I understand that coverage under this
permit will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as
an individual permit.
I certify that I am familiar with the information contained in this application and that to the best of my _.-
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing:
Title: Proiect Executive
Applicant Signed Previous NOi Version —Included in Re ort See Appendix A
(Si nature i�f�LrCB (Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to: NCDENR
Mail the entire package to:
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DWQ Regional Office for your area.
DWQ Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office .......,
[phone]
Washington Office ...[phone]
Wilmington Office ...
[phone]
Winston-Salem ... , . .
[phone]
Central Office .........
[phone]
Page 7 of 7
SWU-229-07122011

Pickle, Ken
From: Howell, Andrew [a ndy. howell@wspsel Is. com I
Sent: Tuesday, October 11, 2011 8:54 AM
To: Pickle, Ken
Cc: Bennett; Bradley; Jones, Jennifer; Georgoulias, Bethany
Subject: RE: Western Wake Freeway
Ken,
Thank you for your comments. I would like to discuss this with Falcon in order to formulate a well thought out
response. Overall, very good suggestions. I do agree that the less we can leave to contractor interpretation the better.
I will be in contact soon.
Thanks again,
Andrew M. Howell, PE, CFM
Water Resources Engineer
WSP SELLS
15401 Weston Parkway, Suite 100
Cary, NC 27513
919-678-0035 — phone
919-678-0206 — fax
From: Pickle, Ken fmailto:[e-mail]
Sent: Monday, October 10, 2011 7:00 PM
To: Howell, Andrew
Cc: Bennett, Bradley, Jones, Jennifer; Georgoulias, Bethany
Subject: Western Wake Freeway
Hi Andy,
I've got some questions on the submittal on this project. Please give me a call to discuss. My number is 807-6376.
I'm ok with the talcs. As per the last few you all have submitted, they're very conservative: to the extent that I'm not
chasing details on the math, the design concept, the selected values, or the necessary approximations inherent in the
engineering approach.
I would like to discuss drawing C400, since I'm not understanding it on the following points.
I'm not sure that we are capturing all the aggregate irrigation water. As I read the finished grade topo, it looks like the
western -most portion of the aggregate area might slip off to the west and bypass the sediment basin to the west. What
I see is an existing ravine and a graded slope that seem to fall off to the west of the aggregate storage area— leaving me
to conclude that some portion of the flow from this area will not be through the existing sediment pond. Your concept
is to route that water through the sediment pond, right? Can we amend the drawing to insure that it provides the
features necessary to convey all of the aggregate flow to the sediment basin?
Similarly, with the washdown of the silos and plant area. I see that you have looped the 372' contour to capture flow
from this area and send it to the sediment basin. But, it would seem more certain to me if we avoided the possibility of
the grading contractor missing that/deciding that it would be cheaper just to grade it all flat/thinking he could just dig a
10' square hole around the mouth of the slope drain/etc, and if we provided labeling or centerline or more developed
contour work that more clearly emphasizes that an important element of this job is a drainage feature to be installed

north of the plant area and leading to the existing sediment basin. This drainage feature must capture the plant area,
and most of the rest of the site , and it must effectively exclude the flows from the truck wash off pad.
I do see a series of 1/8" rectangles spaced along the north and west edge of the stone pavement, but I didn't find a label
on C400 that tells me what that symbolizes. is it intended to indicate a line of concrete barriers as a surface water
diversion? If so, can we label it on C400? If it is supposed to be those portable highway concrete barriers, then we need
some spec or note calling for them to be installed so as to be an effective barrier to overland flow. The contractor can't
set them 5' apart, as per one possible interpretation of the little rectangle symbology. I note that C200 of the same
drawing set mis-labels (I think) the chain -link fence as the concrete barrier— that shouldn't be a confuser, but who
knows on a construction site. Let's make sure the contractor knows what to build as completely as possible on C400.
Could we identify and label the outfall sampling locations on C400 so that we can see where your client will be taking his
samples?
need to be clear on the northern downslope basin labeled, "Proposed stormwater management by others" at the very
north end of the project. What is being contemplated here? Does that figure into your engineering approach during
the operation of the batch plant?
Andy, this is a very good submittal package, but I just want to be overly cautious on this high -profile project.
Thanks,
Ken
Ken Pickle
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: ken. oickleancdenr.gov
Website: httu:(Jportal.ncdenr.org/webl+!+►q/ws/su
** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulations.**

■E WS� SELLS
/
NORTH C A
CONNEC7ICUT ICUT
15401 Weston Parkway
Suite 104
MASSACHUSETTS
Cary, INC 27513
Transportation & Infrastructure
NEW HAMPSHIRE
NEW JERSEY
Tel: [phone]
Fax: [phone]
NEW YORK
PENNSYLVANIA
www.wspsells.com
SOUTH CAROLINA
VIRGINIA
Ken Pickle
Environmental Engineer
Stormwater Permitting Unit
NCDENR — Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
October 24, 2011
RE: Response to Comments provided via email, dated 10/10/11
Notice of Intent for NPDES General Permit NCG140000
Western Wake Expressway, Temporary RMC Batch Plant, Site B
Raleigh -Durham Roadbuilders
NCTA Contract No.: C201993
WSP SELLS Project No.: 112011
Mr. Pickle,
Please see below our response to comments provided on October 10, 2011. Revised plans are attached.
Comment #1: I'm not sure that we are capturing all the aggregate irrigation water. As I read the finished grade
topo, it looks like the western -most portion of the aggregate area might slip off to the west and bypass the
sediment basin to the west. What I see is an existing ravine and a graded slope that seem to fall off to the west
of the aggregate storage area — leaving me to conclude that some portion of the flow from this area will not be
through the existing sediment pond. Your concept is to route that water through the sediment pond, right? Can
we amend the drawing to insure that it provides the features necessary to convey al! of the aggregate flow to the
sediment basin?
Response #1: Based on actual field conditions, the "ravine" actually does flow into the sediment basin. The
ditching shown on the plans is the future, proposed condition based on the NCDOT plans. A diversion berm has
also been added to the west and northwest portions of the site to ensure that all run-off from the aggregate
irrigation is directed to the slope drain, and therefore the sediment basin.
Comment #2: Similarly, with the washdown of the silos and plant area. I see that you have looped the 372'
contour to capture flow from this area and send it to the sediment basin. But, it would seem more certain to me
if we avoided the possibility of the grading contractor missing that/deciding that it would be cheaper just to grade
it all flat/thinking he could just dig a 10' square hole around the mouth of the slope drain/etc, and if we provided
labeling or centerline or more developed contour work that more clearly emphasizes that an important element
of this job is a drainage feature to be installed north of the plant area and leading to the existing sediment basin,
This drainage feature must capture the plant area, and most of the rest of the site , and it must effectively exclude
the flows from the truck wash off pad.

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2/2
Response #2: The contouring currently on the plans accurately represents the grading required to divert all site
flow, except for the truck washing area, to the proposed slope drain. Notes have been added to both Sheets C300
and C400 to reinforce this concept.
Comment #3: 1 do see a series of 1/8" rectangles spaced along the north and west edge of the stone pavement,
but I didn't find a label on C400 that tells me what that symbolizes. Is it intended to indicate a line of concrete
barriers as a surface water diversion? If so, can we label it on C400? if it is supposed to be those portable
highway concrete barriers, then we need some spec or note calling for them to be installed so as to be an
effective barrier to overland flow. The contractor can't set them 5' apart, as per one possible interpretation of
the little rectangle symbology. I note that C200 of the same drawing set mis-labels (I think) the chain -link fence
as the concrete barrier — that shouldn't be a confuser, but who knows on a construction site. Let's make sure the
contractor knows what to build as completely as possible on C400.
Response #3: These concrete barriers are proposed as a protection for trucks operating adjacent to a large slope.
The barriers are NOT intended to be a flow diverter. The barriers have been removed on the northwest portion of
the site due to the location of the fence and the addition of a diversion berm. All labeling on the plans has been
updated to properly identify the barriers and the fence.
Comment #4: Could we identify and label the outfall sampling locations on C400 so that we can see where your
client will be taking his samples?
v Response #4: The discharge sampling location has been labeled on the plans as requested.
Comment #5: 1 need to be clear on the northern downslope basin labeled, "Proposed stormwater management
by others" at the very north end of the project. What is being contemplated here? Does that figure into your
engineering approach during the operation of the batch plant?
Response #5: This is area is a proposed BMP for the roadway. It currently functions as a storage area. All site
work and design related to the NPDES permit has been limited to the proposed limits of disturbance, as shown on
Sheet C300. The stormwater management area only factors into our design in so much as we have made sure to
avoid the inundated area in our grading efforts.
Should you require any additional information, please don't hesitate to contact me at [phone] or
[e-mail]. We look forward to hearing from you soon.
Sincerely,
Chas. H. Sells d/b/a WSP SELLS
Andrew M. Howell, PE, CFM
Water Resources Engineer
cc: file
Mr. Kristofer A. Edelberg, Raleigh -Durham Roadbuilders

0
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
November 15, 2011
Memorandum
To: Regional Water Supply Supervisor, DWR Public Water Supply Section
From: Ken Pickle, DWQ Stormwater Permitting Unit
Subject: Review of the discharge location for the following:
Western Wake Freeway Temporary RMC Batch Plant, Site B
1525 South Salem Street
Apex, NC 27502
Wake County
NCG140415
Reported receiving water: UT to Beaver Creek, Cape Fear Basin: WS-IV NSW.
Please indicate your agency's position on the facility listed above. Attached is the staff report or other
application information for this facility. We cannot issue the permit without your concurrence. Please
return this form at your earliest convenience.
RESPONSE:
This agency has reviewed the draft permit and determined that the proposed discharge will not
be sufficiently close to any existing or known proposed public water supply intake so as to
create an adverse effect on water quality. We concur with the issuance of this permit,
provided the facility is operated and maintained properly, the stated effluent limits are met prior
to discharge, and the discharge does not contravene the designated water quality standards.
Concurs with issuance of the above permit, provided the following conditions are met:
Opposes the issuance of the above permit, based on reasons stated below (or attached):
M
7'
SignedLgate:NA I
cc: Stormwater Permitting Unit Files
Attachments
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: 91H07-63001 FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterqualit .org
One
NorthCarolina
Naturally
An 6nual OnmrhiniW 4 Aff"shvp Arfinn Fmnlnvpr

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MEMO
November 15, 2011
To: Michael Douglas, DWR RRO
From: Ken Pickle, DWQ Stormwater Permitting Unit
Hand delivered to RRO 11/15/2011
Subject: Request for PWSS approval of proposed DWQ permit authorizing a wastewater
discharge to a WS-IV NSW in Wake County
Hi Michael,
Please see attached form for your response. I have a temporary ready -mixed concrete portable batch
plant seeking DWQ's stormwater/wastewater discharge permit. The facility will be operated in support
of the construction activity for the Western Wake Freeway project. As you know, we're required to go
through your section for concurrence with the issuance of our permit.
Relevant items:
1. WS-IV NSW UT to Beaver Creek, Cape Fear River Basin. Map included showing location in
Apex, NC.
2. Treatment facility designed to operate as a recycle system with no discharge normally, and to
comply with our permit limits for a discharge in response to the 10-yr rainfall.
3. Our permit has limits on pH, Total Suspended Solids, and Settleable Solids.
4. I've attached:
• The sign -off form for you to return to me;
• A copy of the DWQ permit that will regulate the discharges from the site;
• The permittee's application, with my yellow tabs showing items I think might be relevant
to your review.
Thanks,
Ken
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Aaturall
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Cn A0111Lr Service
IntcrneC www.ncwateruuality.org Location: 512 N. SalisburyS1. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycicd110% Post Consumer Paper

r�
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
TO: Ken Pickle
Stromwater Permitting Unit
Division of Water Quality
Division of Water Resources
Thomas A. Reeder
Director
MEMORANDUM
FROM: Michael L. Douglas, P.E., Regional Engineer
Public Water Supply Section
SUBJECT: Draft National Pollutant Discharge
Elimination System Permit NCG140415
Western Wake Freeway Temporary RMC Batch Plant, Site B
1525 South Salem Street
Apex, North Carolina 27502
Wake County
DATE: November 17, 2011
Dee Freeman
Secretary
R[91@19079 P
NOV 2 2 2011
DENR - WATER QUALITY
WEMMOSANDSTORMWATEROI CK
Reference is made to the above -mentioned Draft National Pollutant Discharge Elimination System
Permit. Upon review of this permit application, it appears that no adverse effect on water quality will occur to
the existing public water supply intakes.
We concur with the issuance of this permit provided this facility is operated and maintained properly;
the stated effluent limits are met, prior to discharge into an unnamed tributary to the Beaver Creek in the Cape
Fear River Basin; and the discharge does not contravene the designated water quality standards.
1f we can be of further assistance, please contact Michael L. Douglas, P.E., at 919-791-4200.
cc: Rebecca Sadosky, Public Water Supply Section, Central Office
Public Water Supply Section — Jessica G. Miles, Chief One
Raleigh Regional Office NOrthCuolina
3800 Barrett Drive, 1628 Mail Service Center, Raleigh, North Carolina 27699-1628 �'Ja�u���/I ,
Phone: [phone] FAX: [phone] Internet: ncdrinkingwater.state.nvc.us � `(✓�
An Equal Opportunity 1 Affirmative Action Employer

1 1.
Pickle, Ken
From: Pickle, Ken
Sent: Wednesday, November 23, 2011 8:36 AM
To: 'Howell, Andrew
Subject: Western Wake concrete batch plant
Hi Andy,
I just picked the Public Water Supply Section approval memo out of my mailbox this morning. Apparently it came in
yesterday after I left a little bit early.
My review is complete, the remaining internal administrative tasks should be complete by Tuesday, next week.
Ken
Ken Pickle
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Website: httg:/Zportal.ncdenr.ora/web/wa/ws/su
** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulations.**

NOTICE OF INTENT
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR COVERAGE UNDER
GENERAL PERMIT NCG140000
WAKE COUNTY WESTERN WAKE FREEWAY
TEMPORARY READY -MIXED CONCRETE FACILITY — SITE B
WAKE COUNTY, NORTH CAROLINA
For:
Raleigh -Durham Roadbuilders
1071 Classic Road
Apex, NC 27539
September 19, 2011
C AR 0�/i,91
,a SEAL.
Prepared By:
Chas. H. Sells d/b/a WSP SELLS
15401 Weston Parkway, Suite 100
Cary, NC 27513
919-678-0035
License Number F-0891
QP. 9i0e9 0
NOV 2 2 2011
DENR -WATER CIUAUTY
WETLANDS AND STQRMWATER BRANCH

A-
FqCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
December 1, 2011
Mr. Michael Manning, Project Executive
Raleigh -Durham Roadbuilders
1071 Classic Road
Apex, NC 27539
Dear Mr. Manning:
Natural Resources
Subject: General Permit No. NCG140000
Western Wake Freeway RMC Plant
COC No. NCG140415
Wake County
Dee Freeman
Secretary
In accordance with your application for a discharge permit received first on
September 23, 2011, and subsequently received in completed form October 24, 2011, we
are forwarding herewith the subject certificate of coverage (COC) to discharge under the
subject state — NPDES general permit. This permit is issued pursuant to the requirements
of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between
North Carolina and the US Environmental Protection Agency dated October 15, 2007 (or as
subsequently amended).
Please note that our General Permit NCG140000 contains effluent limitations for
process wastewater discharges (see Part IV, Section D of the permit text). Wastewater
discharges must meet the requirements of these effluent limitations. An exceedence of any
of these limitations is a violation of permit conditions.
Please note that groundwater standards in 15A NCAC 02L and 02T regulations must
also be met for recycle systems or any discharges to groundwater.
This certificate of coverage is not transferable except after notice to the Division of
Water Quality and upon our specific action. The Division of Water Quality may require
modification or revocation and reissuance of the certificate of coverage. This permit does
not affect the legal requirements to obtain other permits which may be required by the
Division of Water Quality or permits required by the Division of Land Resources, Coastal
Area Management Act or any other federal or local governmental permit that may be
required.
Please note that the Authorization to Construct permit requirements in Part II,
Section A, numbers 1-5, and Part II, Section B, number 1 are no longer valid per the July 1,
2011, NC Session Law 2011-394. However, note that Part II, Section A, number 6, and Part
II, Section B, numbers 2-10 are unaffected by this Session Law. Those sections remain in
effect for the duration of this permit term. Please be reminded that your facility must notify
the DWQ Raleigh Regional Office at least 72 hours in advance of the first time operation of
your wastewater treatment facility.
Wetiancls and 5tormwater Branch One
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 NorxhCarolina
Location: 512 -8 N Salisbury St. Raleigh, North Carolina r Seri Amorally
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-674$
Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer

Mr, Michael Manning
Ralelgh-Durham Roadbuilders „
NCG 140415
December 1, 2011
If you have any questions concerning this permit, please contact Ken Pickle at
telephone number [phone].
Sincerely,
ORIGINAL SIGNED M
KEN PICKLE
for Coleen H. Sullins
cc; DWQ Raleigh Regional Office
DWQ Central Files
DWQ Stormwater Permitting Unit Files
Jon Risgaard, DWQ, Aquifer Protection Section, Land Application Unit
Wake County
Andy Howell, WSP Sells, 15401 Weston Parkway, Cary, NC 27513
Enclosures for addressee only: COC, NCG24, Technical Bulletin, and DMRs

ti
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT No. NCG140000
CERTIFICATE OF COVERAGE No. NCG140415
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,
Raleigh -Durham Roadbuilders
is hereby authorized to discharge stormwater and process wastewater from a facility located at
Western Wake Freeway Temporary RMC Batch Plant
1525 South Salem Street
Apex, North Carolina
Wake County
to receiving waters designated as an unnamed tributary to Beaver Creek, a class WS-1 V, NSW
water in the Cape Fear River Basin, in accordance with the effluent limitations, monitoring
requirements, and other conditions set forth in Parts 1, 11, III, IV, V, VI, V11, and V111 of General
Permit No. NCG140000 as attached.
This certificate of coverage shall become effective December 1, 2011.
This Certificate of Coverage shall remain in effect for the duration of the General I'cnnit.
Signed this day December I, 2011.
ORIGINAL SIGNED 61
KEN PICKLE
for Coleen H. Sullins, Director
Division of Water Quality
By the Authority of the Environmental Management Commission

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Map Scale 1:15,139
Raleigh -Durham Roadbuilders
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Latitude: 351 42' 28" N
Longitude: 78' 52'56" W
County: Wake
Receiving Stream: LIT to Beaver Creek
Stream Class: WS-IV, NSW
Sub -basin: 03-06-05 (Cape Fear River Basin)
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Mr. Michael Manning. Project Executive
Raleigh -Durham Roadbuilders
NCG140415
December 1, 2011
F,ng'nerr'a (rrtinentinn Coc Ago, MGGi 1¢041S
1, L_AFJaoJ Loft`-�+ , as a duly registered Professional Engineer in the
State of North Carolina, having been authorized to observe (periodically, weekly, full time) the
construction of the project, W"Tta-pj W^iLk +'► A -I T Arpr _, Nic, for the
Project Name Localio7r
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the following installations:
Construction of a process wastewater recycle system at
the WC.i �,..i ,� SrCar
_T_L %Pik%*AI. t GL i•lC i%-�L ; �j .}-TZ.IF -r\..*,N 7 ♦;PL ASL .7f-E
I certify that the construction of the above referenced project was observed to be built within
substantial cornpliance and intent of the approved plans and specifications.
Signature r Registration No. 03 ztr7 ¢
Date ZOI Z , O Z • Z a; ; a.
��i N M• La ��, \
Mail this Certification to: Stormwater Permitting Unit
NC Division of Water Quality
161 1 Mail Service Center
Raleigh, NC 27699-1617
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NCDENR
North Carolina Department of Environment and
Division of Water Qualify
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
December 1, 2011
Mr. Michael Manning, Project Executive
Raleigh -Durham Roadbuilders
1071 Classic Road
Apex, NC 27539
Dear Mr, Manning:
Natural Resources
Subject: General Permit No. NCG140000
Western Wake Freeway RMC Plant
COC No. NCG140415
Wake County
Dee Freeman
Secretary
In accordance with your application for a discharge permit received first on
September 23, 2011, and subsequently received in completed form October 24, 2011, we
are forwarding herewith the subject certificate of coverage (COC) to discharge under the
subject state - NPDES general permit. This permit is issued pursuant to the requirements
of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between
North Carolina and the US Environmental Protection Agency dated October 15, 2007 (or as
subsequently amended).
Please note that our General Permit NCG140000 contains effluent limitations for
process wastewater discharges (see Part IV, Section D of the permit text). Wastewater
discharges must meet the requirements of these effluent limitations. An exceedence of any
of these limitations is a violation of permit conditions.
Please note that groundwater standards in 15A NCAC 02L and 02T regulations must
also be met for recycle systems or any discharges to groundwater.
This certificate of coverage is not transferable except after notice to the Division of
Water Quality and upon our specific action. The Division of Water Quality may require
modification or revocation and reissuance of the certificate of coverage. This permit does
not affect the legal requirements to obtain other permits which may be required by the
Division of Water Quality or permits required by the Division of Land Resources, Coastal
Area Management Act or any other federal or local governmental permit that may be
required.
Please note that the Authorization to Construct permit requirements in Part II,
Section A, numbers 1-5, and Part II, Section B, number 1 are no longer valid per the July 1,
2011, NC Session Law 2011-394. However, note that Part II, Section A, number 6, and Part
II, Section B, numbers 2-10 are unaffected by this Session Law. Those sections remain in
effect for the duration of this permit term. Please be reminded that your facility must notify
the DWQ Raleigh Regional Office at least 72 hours in advance of the first time operation of
your wastewater treatment facility,
Wetlands and Stormwaler Branch One
1617 Mail Service Center. Raleigh, North Carolina 27699-1617 NorthCarolina
Location 512 N Salisbury SS Raleigh. Nprth Carolina 27604 ���������
Phone 919a7-63001 FAX 9IM07.64941 Customer Service 1-877-623-6748
Internet www.ncwaterquahty.org
An Equal Qppoqunity"Af rmalive Achorn Employer

Mr. Michael Manning
Raleigh -Durham Roadbuilders
NCG 140415
December 1, 2011
If you have any questions concerning this permit, please contact Ken Pickle at
telephone number [phone].
Sincerely,
OWAK SIGNED M
KM PICKLE
for Coleen H. Sullins
cc: DWQ Raleigh Regional Office
DWQ Central Files
DWQ Stormwater Permitting Unit Files
Jon Risgaard, DWQ, Aquifer Protection Section, Land Application Unit
Wake County
Andy Howell, WSP Sells, 15401 Weston Parkway, Cary, NC 27513
Enclosures for addressee only: COC, NCG24, Technical Bulletin, and DMRs

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT No. NCG140000
CERTIFICATE OF COVERAGE No. NCG140415
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,
Raleigh -Durham Roadbuilders
is hereby authorized to discharge stormwater and process wastewater from a facility located at
Western Wake Freeway Temporary RMC Batch Plant
1525 South Salem Street
Apex, North Carolina
Wake County
to receiving waters designated as an unnamed tributary to Beaver Creek, a class WS-IV, NSW
water in the Cape Fear River Basin, in accordance with the effluent limitations, monitoring
requirements, and other conditions set forth in Parts 1. 11, III, IV, V, VI, VII, and VIII of General
Permit No. NCG140000 as attached.
This certificate of coverage shall become effective December 1, 2011.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day December 1, 2011.
OPMANAL SIGNED B1
KEN PICKLE
fior Coleen H. Sullins, Director
Division of Water Quality
By the Authority of the Environmental Management Commission

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Map Scale 1:15,139
Raleigh -Durham Roadbuilders
Apex, NC
Latitude: 351 42' 28" N
Longitude: 780 52'56" W
County: Wake
Receiving Stream: LIT to Beaver Creek
Stream Class: WS-1V, NSW
Sub -basin: 03-06-05 (Cape Fear River Basin)
Facility Location

CONTACT WFORMAZION
CLIENT:
RALFIGH-DURH ROADUADEPS
107T CLASSIC FOAD
APEX. NC 2J53R
CONIACT7 STEPFIEN GAODNEP
I- 9� 9.249,.574
F. 919.24R.578
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CIVIL ENGINEERING:
FALCON ENG&OEERP4G. WC. RIC. • Ca1931
I210 iptiTTY ROAD I UWE 110
0
A1.p'K NC 2,415
CONTACT- SEW A. DOLLS. PE. LEEDAP
1. 9',9.EJ 1 DL00
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SDOU.FOFALCONENGR+Em COFA
ENVIRONMENTAL EN';jINEERING:
WSJ saLS.INc TUC. P Fte911
1541 WESTON PA9KWAT. STE IDD
CAFY• NC 27513
CONTACT- ANDREW HOW ELL. PE, CFv,
1- 99,678DO35
ANOY,HOwELLB wSP5E1.LACOm
FALCON W*1N ERING- W-C ILIc. • C-ZIM3I
12101:RTTTT ROAD I Swi 110
RALEC✓ . NC 2407
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e. TH£ CON T PACTOP SHALL BE RESPONRmLE FOR OBIAPJ;-* AND COOPDPPAUNG PEPM2S. F4PECTICf4.
CEPTFLCAtP014 ANC OTHER PEOU'REMENTS wHtCH M,PS7 BE ME7 UNDER 7N4 CONTRACT,
7, B CEPAPTURES FPCu SHE FPOSECI OPAWINGS OR SPEOFICAIONS ARE DEEMED N ECESSAPY BY THE CONT.PACIOP,
DETAILS OF SUCH DEPAPIUPES AND PEASO-d THERE OF SHALL BESUBAA„ -,ED TO W OwNET3 PEI •'ESET41ATR'E FG7
PEY[N. NO DEPARTURES FROM THE CONIPACT DOCUMENTS SHALL Be MACE WITHOUT THE EXPRESS WRTITEN
PEUM-VADN OF THE OWNEn WUL3ENIM VE. DEPAR7UPE$ MAY PEOU:P£ P;PAAII MODFICADON,
B. ME CO+SaACIOP SHALL BE LESPI>eALE FOR THE FELOCAIION OF ANY MING U3LITY IN"A3IRUCTUPE REOIRED
10 COMPI.E:E AliY PORTION Of CONSTRUCT10N. THE CONTRACOR SHALL ALSO If RgPCF SGL£ FOP 74
C009MATION AND COSTS OF ASSOCIATED WORa.
4. THE ENGNEEP AND/OR OWNER OISCLAIIA ANY POLE N :HE CONSTRUCIIDN MEANIS ANLQ700 METHODS ASSOCIATED
WITH THE PROliCt AS SET FORTH IN THESE PLANS,
10. SOUTH SALEN STREET PROPOSED VA►VOVEA4NTS HAVE BEEN W OW N AS EXGt7N:GIF7tUPE, Alt SUCH Lw"O V(MENI$
( ARE NOT PART Cf THESE DOCUMENTS- SHE �ONTFACSOP SHALL L'EFER to AAPPOvEO CON S lvuCIION DOCUMENTS IT
OT.In FOR OEIAIED RiOPM (SON ASSOGAIEO wFH ROADw PY xAPPOVIMENTS.
y / SIZE lAYOUT NOTES:
1. THE LAYOUT FOR TFE PROPOSED TEMPORARY CONCRE7E BATCH PLANT G APPROX7MAtE AND MAY VAPY
OEPENOIt . ON FILE CONXICNS.
7. WASH W ATEP FROM THE MPRHG DRUM A7 THE PLANT SHALL It COLLECTED IN A WAIFR TIGHT FAONI END
LOADER AND 1RAN "OtED tOTkE WASH S1AIION 011-SITE POP DEPOSAL AND TPEAIMENT.
1 tM CON.: XA(ZOP SHALL BE 17SPON=iSLL NO. MAP•TAFaIrq iN! HEAYY RPTY AIF O AHD O—M SURN ACE
INGCOO WOPr,NG CONg7ION 70 D=;IF PPOPER DAANAGE AND COMANMENY OF RESIDUAL WATER
FROM WASH SIA7 AS SHOM" ON SHEET CV.
.PAW MATERIAL SfDC.•PtLC$ CON%3 OFSAND, D, F57 $7ONE. AND FIB $TORE.
S. REFER 10 DOCUMEN7S PPEPAPED By wSP SELLS. FTC. FOR ADOTONAL LNPORM ATION PEGAPDRIG WILING
BASI14INCLUDV4 SASWSTONNWATERCALCLIIATIONS_
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1, ALL MAT- IALS AND MET"= OF':OlStRVCUDN SMALL BE N COMPLIANCE WITH NCDG1 AND An OTHER
APPLICABLE LOCAL STATE A140 FEDERAL GIFDLNE3-
2. EX=24 SURvfY "OPMAICN N_ILIDNG t]POGPAPM3C NFOPI+IATION PROvtDED IT OONTRACMA "E FIELD
C"W$P THE CONTRACTOR SHALE BE RESPONIZB-f FOR f£LD VEPFYNG ExSr"GCOND(fION5 PRIOR 10
COMMENCEMENT OF ANT wo", THE CON-PACTOP SHALL LMMEDIAIELY NNOTPr THE OwNEPS REPRESENTATIVE
OF ANY DSCPEPAN[1E5 OR CONIUC72.
3-THE CONTRACTOR SHALL BE r.ESPCFSALL FOP CONTACTING COORORWa* AND PATMEN+t FOP ALL
NECESSARr LOCATING SEinCES NQUDrOS r+DEPENDEN'1 LOCATWO SERVICES, THE CONTRACTOR STALL HAVE
ALL E1t57", UTILM. 10CATED At LEAST AB HOCKS PRIOR 70 6EGNN'IG DEMOLITION, EY.CN VAIFDN CR ANT
OTHER FOIM OF COrTSMICTION. THE CONTRACTOR SHALL IMMEDIATE[[ NO' FYTHE OWNERS PEPRESEMA1f.'E OF
ANT 06CFEPAKM DR CONFLICTS,
A. ALL SUBSURFACE LTLAES IDENTSED ON THE 1-014TWUCt10N DOCUMENTS APE SHOWN N THEIR APFsOVMA1E
LOCATION BASEDON SURVEY tNFOR4.A;C)N GATHMD FROM HELD fEPECi10N AND/OR ANY OTHER APPUCABLE
RECORD CPAWNGS WHICH MAY BE AVALABLE THE CONTRACTOR SHALL lmmw ni NOIFY THE OWNERS
ZPESEMTATNE OF ANY DISCREPANC+ES OR CONRLICTS.
S. EXIST:Nr IMPROVEMENT$ DAMAGED OR DESROYED BY THE CONTRACIOP WZ2,* CON3tFVCtPON SHALL BE
RESTORED OR REPLACED IO O:C,7JAL CONN70N AND TO THE SAISFACIION o- THE OWN:: SREPRESENTATIVE
At THE CON7RACIOn EIPENSE.
6- THE COIJLRACTOR SHALL BE RESPON&Mt fOP OBIANNG AND CO7RD0IAIR43 PERMITS. NSPECTKhi.
CEP*CATIONS ANOO:PER PE=PEMENTS wHCH MUST EE MET ONOER THIS CONTRACT.
7. F DEPARTURES FROM THE PROJECT OPANviGS OR SPECFIGAtJCJNS ARE DEEMED NECESSARY BY THE
CONTRACTOR, O"AES V SUCH DEPARTURES AND REASONS THERE O SMALL BE SUBMITTED TO THE OL+NERS
PEPPESEN1,ATN.N E FOP 7EVEw.O DEAAPUJPES FROM THE CONTRACT DOCUMENTS SMALL BE MADE wTMOLA THE
D RESS WRITTEN PERLFMON OF THE OWNERS PEPI7ESENTATNE. DEPARTURES MAT PEOUs E PERMIT
MODFICATION.
B. THE CO MACTOP SHALL BE FESPOP40U FOP THE RELOCATION OF ANY EA6TNG UTILITY INFPA57PIJCT0R!
PECLITPEO 10 COMPUTE ANY PORTION: Of CCNS7RUCTI3N. THE CON70AC70R SMALL ALSOM PESPON $IBU FOR
THE COORDIN1AtIONt AND COSTS OF ASSOCIATED WORK.
9. ME ENtOMER ATa/OROWNEP DECLAIM ANT ROLE N ME CONSIPUCTION MEANS AND/OR MVHCDS
ASSOCIATED WITH THE PROJECT AS SST FO PIH N THESE PLANS,
ID. SOUTH SALEM STREET P'NOPOSEO MPROVEMJNTS HAVE BEEN SMOwN AS VISTNG/HFTURE. ALL SUCr
LMPROVEMENTS ARE NO: PART OF THESE DOCUMENTS. THE CONTRACTOR SHAD. REFER TO APPPOVED
CONSTRUCTION DOCUMENLS BY OTHERS FOP OEIALED NFORMATIOM ASSOCIATED waH ROADWAY
PAPROVEAENTS.
EROSION CONTROL 140TES:
I. ALL EROSION COtr-'OL MEASUPESSHALL BE U47AULO N BEST LOCATION BASED ON FIELD CONDOIONS,
2. THE CONTRACTOR SHALL BE RfSPCEIME FOR IHE NSIALLATIO T AND MANTENANCE OF ALL EROSION
CONTROL MEASURES SHRDUGHOUT ME DURATION OP CONSSRLOCTICAI
3- NSPECTO.vS OF EROSION CONTROL MEASURES SMALL CDMPLY M74 ALL PROVISIONS OF THE PPOIECI
CONTRACT. '
A. PETER TO OOCUMEVIS PREPARED BY WSP SELLS. NC. FOR ADOLSIONAL NFORMAIION PEGARMNG SETTLING
BAST 4VaUDIT,* BASIN StORMwAtEP CALCLAAIIONS.
S.:HE AREA OF OiSNMANCE FOR IM6 PPOJECI IS SS ACRES.
l /
_
EROSION CONTROL SEQUENCE
r /
I. 067AN ALL NECESSARY PLAN APPNOv ALS AND PERMPS BEFORE BEGNN.NG WORK, CALL"ONECµL-BLIORE AN'
WORK OCCURS.
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2- HOLD A PRE{ONIS'PtKUON CO>f ERENCE wAH 7HE RE9DEN7 ENGINEER AND NCD07 FRDSKO++ CONTROL,
OFPCER,11E CONTRACTOR AND PEPRESEIJ7ATIYES FROM ANY OTHER APPLICABLE QMULAI3PY AND UTILAl
/
AGENCIES
INSTALL SILT FENICRJG. GRAVE{ COIFS; RlrCtlOd EN{RANGE AND ANT OT HEi MEASURES AT SMOwN ON SHE
1
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APPROVED PLA14 5EFOR 1 BEGINNNG ANT RAND D4tURBANCf.
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5. 6EGN CLEAPNG.GPUIS:NG. GRADNG ANOPLACEMEM a FILL AND REMOVAL OF BORROW FOR THE
1
PLNI NNW OF 7HE PFO=. F4PEC7 AND MANIAN EROSION CON'ROL MEASURES AS PE=VED DAILY AND AFTER
11 I
EACH R Am EvENT.
6. ALL GRADED AREAS ARE TO BE PLANTED OR PROVIDED m7M PROTECTIVE GRASS COVER SUFFICENT 10 PESTFAN
EROSHON wr.fV4 15 wOImPj0 DAYS AFTER CON LE71004 Or ANT P1v&E Of ORAD� G. ALL AREASUPCN YNRCH NO
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FURTHER LAND D67URBWG ACTIVITY •ELL BE UNDE91AKEN ARE TO BE RANTED OI PROVIDED WITH PROTECTIVE GRASS
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7. WHEN COrSTR11CIION 8 COMPLETE AND All AREAS ARE S7ANLIEEL, CALL FOs AN ON.S(tE V15PLCi1DNi By 7rE
NCOOI ERJSION CONTROL OFFICER F REQXP0.
B- THE SUBIECt SAE A10 ASSOCIA:ED DISTURBED AREA HAS BEEN PvFAOUSLT AFPPOVED AS PARE Of A SEFARA.E
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BLE FOR FELD VI"T NG Ex1StNG CONDUJON PRIOR TO COMANWCEMENT OF ANY WOP%.:ME CONTRACTOR SMALL
Y THE OWNERS PfP9E$ENIATrvE OF ANY D6CFfPANCtu OP CON4.CTS.
lF SMALL BE PESPOK=E FOR CONACTFaG. C'JOPONAING AND PATMENI FOP All NECESSARY LOCATING SERVICES
NDENT LOCATUNG $ERV7CES. tMF CUNC,RACTOR SMALL HAVE ALL ExWNG UTFUTES LOCALE] Al LEAST 48 HOURS PnD( 10
EJON, DICAV ATIOHOP ANT OTHER FOR.VL OF=ONSTRUCTLON. THE CON. PAC70R SH ALL IAMEDIAtVLY NOMY THE
:1ATNE 01 A.NY DWYEPANCES ORCONFLIC0-
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ON GAT-E7ED F70M NED 04SPECTON AND/OR ANY OT7EP APPICABLE FECCRO ORAW7rGS WHICH MAT BE AVAILABLE.
SHALL IMMEDIATELY N071FY THE OWNER'S REPRESENTATRI Of ANY OSCREPANDES OR CONFUCM
TALENT$ DAMAGED O. MTwOn0 MT tHC CCN'k ACTOR DURING GGCT+VCIOM $MALL SR R`UM-t0 OF REILACED 10
ON AND'O TH E SAIGFACDON OF THE OWNERS REPFESENTATNE AS Nf CONTRACTOR'S ExPENSE.
-P SMALL LE RESPON:e1E FOR OSTAKNG ANDCOORO NAING PEWS. U VECVONS. CEP7IFIC A71ONS AND OTHER
CH MLST BE MET UNDER THIS COtMACT.
,Om THE PROUECl DPAwNGS OR 51ECFICATJOPIS APE OEEA+EO HRMSARY By ME COM2ACICR, CE7AA5 OF SUCH
EASON''HERE OF SMALL BE SUBMITTED 10 7HEOWNEPS REPPESENTAINt FOR Pf%IEW, NO DEPARTURES FRD6A THE
AENS SHALL BE MADE W T OUi THE EXPR ESS WaIETEN PEFM SSON OF THE OWNERS REPRESENTATIVE. DEPARTUPE3 MAY
,n,iCA*.ON.
iR SMALL BE RESPONUBt."OP TEE PLLOCATLON• Of ANY ETU$*. NG UTBJtY NF-ASt2UCTU--E PFOIP.PED;0 CCmPLETE AJIT
1RUC7ION, THE CIDNTPACtOR SMALL ALSO BE RESPONSIBLE FOR THE COORDNArION AND COSTS OF ASSOCrATED WORr,.
iOJOP OWNER DSCLA W ANY POLE N THE COPSTRUCiJpN MEANS AND/OR METHODS ASSOCIATED W:H THE PROJECT AS
PLANS.
'REEI ►PCPOSEO LUPROYEmENTS HAVE BEEN SHOWN AS E MTx+GFFLCURI, Ali RICH WPPOVEMfun ARE vOT PAPi OF
. THE CONTRACTOR SAIL PEFER LC APPROVED CONS7RLCTION DOCUMEMS BY OTHERS FOR DEIAILED INfORMATIdJ
ROADWAY WPROVEMjJ.TS.
'AINAGE NOTES;
%E N75 PREEPARED BT **SELLS. NC. FOR ADD(DONAL NFORMAtION REGARDING SEITLNGBASN$ NCLUONG BASIN
:ULA71d3,
1 SMALL EE LINED INCH AMRT,TAUM OF 3'OF CONCRETE OVER THE PEOUREDl11Y!R PRIOR 10 SH IE N7RDOUCIIONOF
'iER, REFER 7O SE7TLRJG LASH SYST[M DEIAR SHEET C6OO FOP lNE2 tfOV72EVENtS. THE CONSPACT02 SMALL Y ALIT
RETE FOLLOWING EACH DREDGING EVENT AND MATE PE'AILS AS NSCESSART.
ISSPVC710NS:
Ii SETTLNO BASN I M I WEELLY.
LEOmELEVELS .1 SETTLNG BASIN +2 ANDCLEAN OUT AS NECFSSA7Y.
NG BARN VOLUMES:
2.126 CF
5.521 CF
1,375 CF
OLAPED 7] CONS7PSJCT SAWS TO PROVIDE A' LEAST THE DESLGN VOLUMES.
ESS W STEP 70 BE U50 FDR TRL C,. wASKNG ACiMTES CCCU RRNG AT THE W ASM SIATIOHJ SHALL BE PUMPED F70M ME
OF SETtONG BASIN 02, ME CONTRACTOR SMALL USE A SUSPENSION BEAM OR FLOAT ASION DE VICE 70 ENSURE 7MA71Mf
S DRAWN FROM THESu2FACf OF THE BASH,
R MAY WE A FRESH WATER SOuPCE TO ENSURE SUFF00W. vOLUvy AN0 DEPI"IN BASH 02 FOR RECYCLE PURPOSES
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