NCG140444_COMPLETE FILE - HISTORICAL_20160602

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
DOC TYPE
0-HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ � fl I (o O (12-
YYYYMMDD

Alexander, Laura"
From: Jacki Congleton <[e-mail]>
Sent: Thursday, June 02, 2016 5:09 PM
To: Alexander, Laura
Cc: 'Kevin R. Crusa'; 'Warren F. Baker'
Subject: Permit No.: NCG140444
Fallow Up Flag: Follow up
Flag Status: Flagged
Ms. Alexander,
This is to notify DENR that the management responsibilities and contact information for the concrete batch plant
covered under permit No.: NCG140444 located at 3950 US 1North, Henderson, NC has changed. Ownership of the plant
has not changed. The new Project Manager and new contact information are listed below:
Kevin Crusa, Project Manager
Contact phone number: 864-630-0314
Email address: [e-mail]
If you have any question please contact me at this email or the phone listed below or Mr. Crusa.
Thank you,
Jacki Congleton
Terra Consulting, LLC
P.O. Box 1738
Carrollton, GA 30112
Office: [phone]
Cell: [phone]

TERRA
CONSULTING
February 9, 2016
Stormwater Permitting Unit Program
Division of Energy, Mineral and land Resources
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
RE: Notice of Intent for Permit No. NCG140000
McCarthy Improvement Company, Inc.
McCarthy Henderson Concrete Batch Plant
Stormwater Permitting Unit:
39r V5 f
0C & t & 005 �
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s r woje,-A
Terra Consulting, LLC is submitting the enclosed Notice of Intent (NOI) for General Perin it No.
NCG 140000 on behalf of McCarthy improvement company, Inc. for the operation of a concrete batch
plant to be located at 3950 US I north of Henderson in Vance County.
No land disturbance permit is required for this site because the plant will be installed at a developed site
previously occupied by a ready -mix concrete plant.
The project is contracted to begin paving operations May I, 2016.
The following items are enclosed:
• Notice of Intent form plus attachments to provide space to adequately answer questions;
• A check for the $100.00 application fee;
• Attachment A — Additional Information for Questions;
• Attachment B — Description of Processes Producing Wastewater; and
• 2 copies of the Site Plan including an inset USGS topographic map showing the site location.
If you require additional information please contact me [e-mail] or 770-573-3055
or Warren Baker at [phone] or [e-mail]..
Sincerely,
Jacki Congleton
Senior Project Manager
Enclosure
cc: Warren Baker, McCarthy Improvement Company, inc
Terra Consulting, LLC - P.O. Box 1738 - Carrollton, GA 30112 • 770-573-3055 - www.terraconsultingllc.com

Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
April 4, 2016
Warren Baker
McCarthy Improvement Company
590 Means Street NW
Atlanta, GA 30318
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secreran'
TRACY DAVIS
Uirecror
Subject: General Permit No. NCG140000
McCarthy Improvement Company
COC NCG140444
Vance County
Dear Mr. Baker:
In accordance with your application for a discharge permit received on February 19, 2016, we are
forwarding herewith the subject certificate of coverage to discharge under the subject state — NPDES
general permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-
215.1 and the Memorandum of Agreement between North Carolina and the US Environmental Protection
Agency dated October 15, 2007 (or as subsequently amended).
Please take notice that this certificate of coverage (COC) is not transferable except after notice to the
Division of Energy, Mineral, and Land Resources. The Division may require modification or revocation
and reissuance of the certificate of coverage.
Please note that NCG140000 contains effluent limitations for process wastewater discharges (see Part IV,
Section D). Wastewater discharges must meet the requirements of these effluent limitations. An
exceedance of any of these limitations is a violation of permit conditions.
Please note that the attached General Permit expires on June 30, 2016. Your COC will be automatically
renewed to cover the full 5 year term of the soon to be reissued permit. In the interim you must abide by
the terms of the expiring permit. You can review the proposed general permit changes once they are
posted at:
http:lideg.nc.gov/abouYdivisions/energy-mineral-land-resources/energY-mineral-land-permits/stormwater-permitslnpdes-
industrial-sw
This permit does not affect the legal requirements to obtain other permits which may be required by the
Division of Energy, Mining, and Land Resources, or permits required by the Division of Water
Resources, Coastal Area Management Act, or any other federal or local governmental permit that may be
required.
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
1612 Mail Service Center 1 512 North Salisbury Street I Raleigh, NC 27699-1612
919 707 9200 T

If you have any questions concerning this permit, please contact Richard Riddle at telephone number
(919) 807-63 75.
si DANALSIGNED BY
MICHEAL F RANDALL
for Tracy E. Davis, P.E., CPM
cc: Raleigh Regional Office
Central Files
Stormwater Permitting Program Files
Sense of\orthcuolim I E5%m=weaml QaalityI Enegy, \sacral and Land R xnmes
1612 Xh l Ser%ite Center 4 512 brth 5alisbwySttcct I Ral:iah, NC 27695LI612
919 707 9<00 T

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE No. NCG140444
STORMWATER and 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,
McCarthy Improvement Company, Inc.
is hereby authorized to discharge stormwater and process wastewater from a facility located at
McCarthy Henderson Concrete Batch Plant
3950 US 1
Henderson
Vance County
to receiving waters designated as Anderson Swamp Creek, a class WS-III, B water in the
Roanoke River Basin, in accordance with the effluent limitations, monitoring requirements, and
other conditions set forth in Parts I, II, III, IV, and V of General Permit No. NCG 140000 as
attached.
This certificate of coverage shall become effective April 4, 2016.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day April 4, 2016. agIGMSIGNED BY
for Tracy E. Davis, P.E., Director
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

t
NCG 140444
N
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McCarthyConcrete Batch Plant
too
j.
�r r
McCarthy Improvement Company, Inc.
Henderson Concrete Batch Plant
Latitude: 360 22' 03" N
Longitude: -780 21' 29" W
County: Vance
Receiving Stream: Anderson Swamp Creek
Stream Class: WS-III, B
Index Number: 23-8-6- (1) (Roanoke River Basin)
Facility Location I

Riddle, Rick L
From: Wainwright, David
Sent: Wednesday, March 23, 2016 7:43 AM
To: Riddle, Rick L
Subject: RE: Comments on draft NCG140444 Temporary Concrete Plant
Rick,
I set the response deadline for this request 3/22, which was yesterday. Even after sending a reminder of the deadline last
Thursday, I still have not received any response from this request.
David Wainwright
From: Riddle, Rick L
Sent: Thursday, March 17, 2016 3:49 PM
To: Wainwright, David <[e-mail]>
Subject: RE: Comments on draft NCG140444 Temporary Concrete Plant
I have received no response yet. And I was getting a little curious if one was forthcoming.
Thanks again
Richard L. Riddle, Jr.
Stormwater Engineer
Nothing Compares,,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third porties.
From: Wainwright, David
Sent: Thursday, March 17, 2016 3:38 PM
To: Riddle, Rick L <[e-mail]>
Subject: RE: Comments on draft NCG140444 Temporary Concrete Plant
Rick,
I want to send a reminder to the RRO that the review deadline for this project is quickly approaching. Before I do I wanted
to check and make sure that you have not received a response that I didn't get.
Thanks,
David Wainwright
From: Riddle, Rick L
Sent: Thursday, February 25, 2016 12:21 PM
1

To: Wainwright, David <[e-mail]>
Subject: Comments on draft NCG140444 Temporary Concrete Plant
Dear David:
Hello,
I have a ready mix concrete permit for a temporary concrete plant that is in a WS-111 water that I need Public Water
Supply review. I have enclosed the NOi and the Public Water Supply Memo for the response.
Please send to the appropriate person for review_ and respond via the enclosed Memo with any recommendations for
issuance of the permit.
ICOC 4 lFacility Receiving Stream (City/County
NCG140444 McCarthy Henderson Concrete 3950 US 1 Henderson/Vance
If you need any more info, please give me a call or email. If you could send me your review to issue the permit by
3/25/2015, that is good, but if you can get it sooner I would appreciate it.
Thanks, and have a great day.
Richard L. Riddle, Jr.
Stormwater Engineer
North Carolina Department Enviromental Quality
North Carolina Division Energy Mineral Land Resources
919 803-6375 office
rick. riddle(@,ncdenr.aov
512 North Salisbury Street
1612 Mail Service Center
Raleigh, NC 27699-1612
Nothing Compares ---.,-
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Riddle, Rick L
From: Riddle, Rick L
Sent: Thursday, March 17, 2016 3:49 PM
To: Wainwright, David
Subject: RE: Comments on draft NCG140444 Temporary Concrete Plant
I have received no response yet. And l was getting a little curious if one was forthcoming.
Thanks again
Richard L. Riddle, Jr.
Stormwater Engineer
Nothing Compares-,,
Email correspondence to and from this address is subject to the
North Carolina Public Records Low and may be disclosed to third parties.
From: Wainwright, David
Sent: Thursday, March 17, 2016 3:38 PM
To: Riddle, Rick L <[e-mail]>
Subject: RE: Comments on draft NCG140444 Temporary Concrete Plant
Rick,
I want to send a reminder to the RRO that the review deadline for this project is quickly approaching. Before I do I wanted
to check and make sure that you have not received a response that I didn't get.
Thanks,
David Wainwright
From: Riddle, Rick L
Sent: Thursday, February 25, 2016 12:21 PM
To. Wainwright, David <[e-mail]>
Subject: Comments on draft NCG140444 Temporary Concrete Plant
Dear David:
Hello,
I have a ready mix concrete permit for a temporary concrete plant that is in a WS-111 water that I need Public Water
Supply review. I have enclosed the NO[ and the Public Water Supply Memo for the response.
Please send to the appropriate person for review and respond via the enclosed Memo with any recommendations for
issuance of the permit.

PC # Facility Receiving Stream City/County
NCG 140444 McCarthy Henderson Concrete 3950 US 1 IHendersonNance
If you need any more info, please give me a call or email, If you could send me your review to issue the permit by
3/25/2015, that is good, but if you can get it sooner I would appreciate it.
Thanks, and have a great day.
Richard L. Riddle, Jr.
Stormwater Engineer
North Carolina Department Enviromental Quality
North Carolina Division Energy Mineral land Resources
919 803-6375 office
rick. riddle ncdenr. g ov
512 North Salisbury Street
1612 Mail Service Center
Raleigh, NC 27699-1612
Nothing Compares_
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

�'. Riddle, Rick L
From: Riddle, Rick L
Sent: Thursday, February 25, 2016 12:21 PM
To: Wainwright, David
Subject: Comments on draft NCG140444 Temporary Concrete Plant
Attachments: NCG140444_NOI_McCarthy Henderson Concrete Batch Plant.pdf; Memo_DWR_Public
Water Supply DEMLR.pdf
Dear David:
Hello,
1 have a ready mix concrete permit for a temporary concrete plant that is in a WS-Ill water that I need Public Water
Supply review. I have enclosed the NOI and the Public Water Supply Memo for the response.
Please send to the appropriate person for review and respond via the enclosed Memo with any recommendations for
issuance of the permit.
COC # Facility Receiving Stream City/County
NCGI40444 McCarthy Henderson Concrete 3950 US 1 HendersonNance
If you need any more info, please give me a call or email. If you could send me your review to issue the permit by
3/25/2015, that is good, but if you can get it sooner I would appreciate it.
Thanks, and have a great day.
Richard L. Riddle, Jr.
Stormwater Engineer
North Carolina Department Enviromental Quality
North Carolina Division Energy Mineral Land Resources
919 803-6375 office
rick.riddle(&,ncdenr gov
512 North Salisbury Street
1612 Mail Service Center
Raleigh, NC 27699-1612
M.-
Nothing Compares�h
Email correspondence to and from this address is subject to the
!North Carolina Public Records taw and may be disclosed to third parties.

Energy. Mineral
and Land Resources
ENVIRONMENTAL QUALITY
Memorandum
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
serrernn.
TRACY DAVIS
February 25, 2016 Director
To: Regional Water Supply Supervisor, DWR Public Water Supply Section
From: Richard Riddle, Jr., DEMLR Stormwater Permitting Program
Subject: Review of the discharge location for the following:
McCarthy Henderson Concrete Batch Plant
3950 US 1
Henderson, NC 27537
Vance County
NCG140444
Reported receiving water: Anderson Swamp Creek (WS-III; B)
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):
Signed Date:
cc: Stormwater Permitting Program Files
Attachments
State of North Carolina [ Environmental Quality I Energy, Mineral and Land Resources
1612 Mail Service Center � 512 North Salisbury Street I Raleigh, NC 27699-1612
919 707 9200 T

Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
February 25, 2016
Mr. John Holley, P.E.
Raleigh Regional Office
3800 Bennett Drive
Raleigh, North Carolina 27609
PAT MCCRORY
DONALD R. VAN DER VAART
SeCrelrry
TRACY DAVIS
Direrra'
Subject: General Permit No. NCG140000
McCarthy Henderson Concrete Batch Plant
COC No. NCG140444
Vance County
Dear Mr. Holley.
Enclosed is a copy of the site plan for the above NOI Temp. Concrete Plant application for your
review. I previously sent you the NOI and location map via email. If you need any more information,
please give me a call at telephone number [phone] or email at [e-mail].
Thanks,
chard Riddle, Jr.
Stormwater Engineer
NC Division of Energy, Mineral and Land Resources
Attachments
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
1612 Mail Service Center 1 512 North Salisbury Street I Raleigh, NC 27699-1612
919 707 9200 T

.j
Division of Energy, Mineral and Land Resources
Land Quality Section
NCDENRNational Pollutant Discharge Elimination System
t�owm G4wO — DCPMT T of
Ew`nwpeM[Hi allo HQUR,�.4 RESOURCE_
NCG140000
NOTICE OF INTENT
FOR AGENCY USE ONLY
Date Received
Year
Month
Dav
Certificate of Coverage
,�Ch-ccA&p3j6t
ermit Wf ed to
t
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
This NOI may be an application to discharge process wastewater. NCG140000 contains effluent limitations for
process wastewater discharges. Wastewater discharges must meet the requirements of these effluent
limitations. An exceedence of any of these limitations will result in a violation of the permit conditions.
For questions, please contact the DEMLR Central Office or Regional Office in your area. (See page 6)
(Please print or type)
1) Mailing address of ownerloperator (official address to which all permit correspondence will be
mailed): (Please print or type all entries in this application form.)
Legal Owner Name McCarthy Improvement Company
(Please attach the most recent Annual Report to the NC Secretary of State showing the current legal name. Alternatively this
permit can be given to an individual.)
Signee's Name (as signed for in question 29 below) Warren Baker
Street Address 590 Means Street NW
City Atlanta State GA� ZIP Code 30318
Telephone No. 864-630-3631 Email wbaker(cDmccarthvim prove ment.com
Alternate Contact Name Jim Rezac mail (if different) irezacCcDmecarthyimprovement.com
Alternate Contact Telephone (if different) [phone]
2) Location of facility producing discharge:
Facility Name McCarthy Henderson Concrete Batch Plant_
Facility Contact Warren Baker, Project Manager
Street Address 3950 US 1
City Henderson State NC _ ZIP Code 27537
County Vance County
Telephone No. 864 — 630-3631 Fax: NA
3) 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 Raleigh travel -north on US 1 for approximately 40 miles. Merge
onto US-1 N l US-158 E toward Norlina and travel 0.25 miles. Location is just past Gre stone Road.
(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 360 22' 3" Longitude -780 21' 29" (deg, min, sec)
5) This NPDES Permit Application applies to the following (check all that apply):
0 New or Proposed Facility Date operation is to begin April it 2016i
❑ Existing Facility Permit #
22 � � � 1 Page 1 of 7 - I g . 3�- 7'7
3� J
5WU-229-1 i032011 Last revised 712114

NCG140000 N.O.I.
6) Consultant's application information:
Consultant:
Consulting Firm:
Mailing Address:
City: Carrollton
State: GA Zip Code:
Phone: ( 770) 573-3055 Fax: ( ) .
Email:
(Optional)
Staple Business Card Here:
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.)
See attachment A
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: _0 Wastewater -only. _0 Wastewater Commingled with Stormwater: _ 1
For new facilities: Expected date of commencement of discharge: April 2016
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
andlor wastewater discharges end up in? unnamed tributary -to Anderson Creek
Receiving water classification(s), if known: Andersoni Creek— WS-111, 8
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). NA
Will this facility discharge wastewater to SA (Shellfshing) waters? ❑ Yes 0 No
Note: Discharge of process wastewater to receiving waters classified as WS-II to WS-V or SA must
be approved by the N.C. Division of Water Resources, Public Water Supply Section. If DWR
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.
10) Each applicant shall provide the following information (attach additional sheets as necessary):
• Two (2) site plans depicting the facility or site with numbered outfalls which indicate stormwater and
wastewater outfalls. The plans shall legibly show. at a minimum, (existing or proposed):
o Outline of drainage areas with topographical lines and features
o Stormwater/wastewater treatment structures
o Location of numbered stormwater/wastewater outfalls (corresponding to which drainage areas)
o Runoff conveyance structures
o Areas and acreage where materials are stored
o Impervious area acreages
o Location(s) of streams and/or wetlands the site is draining to, and any applicable buffers
o Site property lines, North Arrow, and bar scale
Page 2 of 7
SWU-229-07122011 Last revised 7I2/14

J
NCG140000 N.O.I.
o If applicable, the 100-year floodplain line
o Acreage of each stormwater and wastewater topographical area
o Each of the facilities' wastewater or stormwater source and discharge structures and each of its
hazardous waste treatment, storage, or disposal facilities
o Site location (insert)
Site plans shall be 24" x 36" in size.
• Line drawing and description: A line drawing of the water flow through the facility. A pictorial
description of the nature and amount of any sources of water and any collection and treatment measures.
• A narrative description and identification of each type of process, operation, or production area which
contributes wastewater to the effluent for each outfall, and a description of the treatment the wastewater
receives (or will receive), including the ultimate disposal of any solid or fluid wastes other than by
discharge. Processes, operations, or production areas may be described in general terms (e.g. "ash
silo").
11) Does the applicant have any unresolved Notice of Violations (NOVs)?
Q No ❑ Yes
Wastewater:
12) What types of wastewater does your facility generate or discharge?
Type of Authorized .Wastewater `
Generate'
{
Sent to WW
ter,
,Discharge:
Treatmen_ t .
System- -
Vehicle and equipment cleaning VE
Q
Q
❑
Wetting of raw material stockpiles (RM)Q
Q
❑
Mixing drum cleaning MD
Q
Q
❑
Further explanation, if necessary: See Attachment A
13) Will your facility spray -down or actively wet aggregate piles?
❑ No Q Yes
14) Does the facility use any of the following on site?
❑ Phosphorus -containing Detergents
❑ Brighteners ❑ Other Cleaning Agents
❑ Non -Phosphorus -containing Detergents
❑ Other:
15) Are wastewater treatment facilities planned in the 100-year flood plain?
Q No ❑ Yes
16) Does your facility use or plan to use a recycle system, or recycle components in your treatment system?
Q Yes []No
If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr, 24-hr)
25 year (see Attachment A)
Page 3 of 7
SWU-229-07122011 Last revised 7/2/14

1�
NCG140000 N.O.I.
17) Will your facility build a closed -loop recycle system that meets design requirements in 15A NCAC 02T
A'121.1000 and hold your facilities' working volume'?
❑ Yes 0 No
Will your facility discharge wastewater to surface waters?
0 Yes ❑ 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. If you believe this is the case, please contact DEMLR'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 DEMLR's Stormwater Permitting Unit Staff.
18) 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? 21 VE Q RM 2 MD
b) Connection to a Municipal or Regional Sewer Collection System:
i) Are there existing sewer lines within a one -mile radius? ..................................... ❑ Yes Q No
(1) If Yes, will the wastewater treatment plant (WWTP) accept the wastewater? .... ❑ Yes ❑
(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):
i) Are you already proposing a closed -loop recycle system (CLRS)? ❑ Yes Q No
(1) If Yes, contact DEMLR's Aquifer Protection Section's Land Application Unit
(2) If No, is this option technologically feasible (possible)? Why or why not?"
see attachment A
(3) If No, is it feasible to build a CLRS on your site? Why or why not?*
see attachment A
(4) What is the feasibility of building a CLRS compared to direct surface water discharge?"
see attachment A
No
I See DWQ's Aquifer Protection Section Land Application Unit's Water Balance Calculation Policy for more information, on DWQ LAU's
website http:l/portal.nedenr.orglwebtwolaps/lau/policies for more information.
Page 4 of 7
SWU-229-07122011 Last revised 712114

NCG140000 N.O.I.
d) Surface or Subsurface Disposal System (e.g., spray irrigation):
i) Is a surface or subsurface disposal technologically feasible (possible)? ....................21 Yes ❑ No
Why or Why not? See attachment A
ii) Is a surface or subsurface disposal system feasible to implement?` ....................
Why or Why not?
See attachment A
Q Yes ❑ No
iii) What is the feasibility of employing a subsurface or surface discharge as compared to a direct
discharge to surface waters?" See attachment
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 ❑ No
ij If No, contact DEMLR's Land Application Unit to determine permitting requirements.
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? ........ ...... ❑ Yes Q 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.
Stormwater:
19) Does this facility employ any best management practices for Stormwater control? ❑ No Q Yes
If yes, please briefly describe: See Attachment A
20) Does this facility have a Stormwater Pollution Prevention Plan? ❑ No IQ Yes
If yes, when was it implemented? The SPPP will be_ completely implemented before the commencement of
operations
21) Are vehicle maintenance activities (VMA) occurring or planned at this facility? Q No ❑Yes
If yes, does your VMA area discharge into your wastewater treatment device? ❑ No ❑ Yes
Other/Permitting:
22) Does this facility have a Division of Land Resources Erosion & Sedimentation Control (E&SC) Permit?
Q No ❑ Yes
If yes, list the permit numbers for all current E&SC permits for this facility:
23) Is your facility subject to Phase II Post -Construction Area? ❑ Yes Q No
If yes, who is the permitting authority?
24) Is your facility located in one of the 20 Coastal Counties? ❑ Yes Q No
Is your facility adding more than 10,000 ft2 of built -upon area or CAMA Major Permit? ❑ Yes 0 No
Page 5 of 7
SWU-229-07122011
Last revised 712114

1,
NCG140000 N.O.I.
25) is your facility discharging wastewater (treated or untreated) such as water from wetting of aggregate piles,
drum rinse -out, or vehicle and equipment cleaning to a stormwater BMP? ❑ No Q Yes
If yes, please attach your approval from the permitting authority to do so.
26) Does this facility have any other NPDES permits? Q No ❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
27) Does this facility have any Non -Discharge permits (ex: recycle permits)? Q No ❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
28) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
Q No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
Q No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated, per month) of
hazardous waste?
Q No ❑ Yes
d) Type(s) of waste: used oil
How is material stored: in one (1) 75_gallon self contained double wall plastic tank_
Where is material stored: in tank near the parts trailer
How many disposal shipments per year: one 1
Name of transport / disposal vendor: Safety-Kieen
Vendor address: 6225 Old Stage Road, Raleigh, NC 27603
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
Q Check for $100 made payable to NCDENR.
0y~I El This completed application and all supporting documentation. See Question 10.
t❑ 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).
—1 Q Two (2) site plans depicting the site plan with numbered outfalls which indicate stormwater and wastewater
outialls. See Question 10.
Q A county map or USGS quad sheet with location of facility clearly marked.
29) Signatory Requirements (per 40 CFR 122.22)
All applications, reports, or information submitted to the Director shall be signed and certified.
a. All notices of intent to be covered under this General Permit shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this permit, a responsible corporate officer means: (a) a president,
secretary, treasurer or vice president of the corporation in charge of a principal business function, or any other person who performs similar
policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing production or operating facilities
employing more than 250 persons or having gross annual sales or expenditures exceeding 25 million (in second quarter 1980 dollars), if
authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official.
Page 6 of 7
SWU-229-07122011 Last revised 712114

Attachment A
NCG140000 N.O.I. Additional Information for Questions
McCarthy Improvement Company, Inc.
McCarthy Henderson Concrete Batch Plant
8) Description of industrial Activities
The facility will be a temporary concrete batch plant located on a 4.5 acre parcel owned by S.T. Wooten
Corporation located near the intersection of Highway I and Greystone Road in Vance County. The site was
previous occupied by a ST Wooten Ready Mix plant. The McCarthy Improvement plant will provide the concrete
for a repaving project in Interstate Highway 85.
12) Type of Wastewater
A combination of wastewater and stormwater will be discharged from this facility's outfall intermittently during
the approximately 3.5 years the plant is expected to be located at this site. Wastewater will be comingled with
stormwater only when the plant is in operation. The plant is expected to be in operation 60 days in 2016, 60 days
in 2017, 30 days in 2018, and 30 days in 2019. On the days the plant is operating the wastewater described below
will be generated.
The concrete mixing drum will be washed out once per day when operating. Washing the drum will produce an
estimated 800 gallons of wastewater per day.
A lawn sprinkler and hose will be used for wetting the aggregate stockpile. The sprinkler is rotated around the
stockpile during the day to cover all parts of the pile. Wetting the aggregate stockpile is conducted to produce an
evaporative cooling of the stone. The evaporation of the water during this sprinkling process reduces the volume
of water that ultimately flows away from the stockpile. Wetting is not used on the sand stockpile. Per DOT
specifications both the aggregate and sand are washed prior to being delivered to the site, reducing the potential
fines in the runoff of the stormwater/wastewater mixture from the area covered by the stockpiles.
The plant anticipates using 15 to 20 trucks on this project and each truck will washout approximately four times
per day. Each washout will use approximately 50 gallons of water. The anticipated volume of wash water
generated will be approximately 4,000 gallons per day, which will be contained and recycled through the
recycling system until the loading of suspended soils is too high to recycle. At that point the wastewater will be
used for dust suppression on the vehicle travel routes on the site. Therefore the volume of water generated by
washing out truck beds is minimized. This system is described in question 16.
16) Recycling system
This plant will be using a mobile water recycling system designed to remove suspended solids from the
wastewater generated by washing out the truck beds of the dump trucks hauling the concrete. The recycling
system consists of two converted standard solid -waste roll -off boxes. One converted box contains a grit removal
chamber and a primary settling chamber, and the second smaller box contains a sand filter and an effluent pump
out chamber. The system has a design flow rate of 10 gallons per minute or 14,000 gallons per day. After
multiple passes through the system the residual suspended solids in the water build up to the point where it can no
longer be used in the washout area. At this point some of the water is used for dust suppression and fresh water is
added to the wash out system. The holding capacity of the system is approximately 9,000 gallons. The water in
the system is turned over approximately every ten day. An average of 900 gallons from the recycling system is
used for dust suppression daily. Solids removed in the grit removal and primary settling portions of the recycling

container are removed at predetermined levels of accumulation. The solids are dried and disposed of in an
industrial solid waste facility.
The trucks to be washed drive onto an elevated platform and park in an area surrounded by berms that divert the
wash water to a discharge point where it is conveyed by pipe to the recycling container. The inlet end of the pipe
is sealed when the plant is not in operation preventing stormwater falling in the washout area from entering the
recycling container. Since the plant cannot operate while it is raining no stormwater from the parking area will
enter the recycling container, therefore the only rainfall that enters the container is that which falls directly on the
container. A freeboard of 6 to 8 inches is maintained in the recycling container at all times, which would
accommodate the rainfall from a 10 year (5 inches) or 25 year (6 inches) storm event.
18) Wastewater Treatment Alternatives Review
c) Closed -loop Recycling System (15A NCAC 2T .1000)
(2) Construction of a CLRS meeting NC standards 15A NCAC 2T .1000 is not technologically feasible.
The small size of the site does not provide the space necessary to construct the CLRS to meet the NC
standards.
(3) Although the plant will be located at this site for approximately 3.5 years, it will only operate
approximately 180 days during that time. The limited operational time at the site does not justify the
expense of constructing the CLRS. Additionally, this project, as with most similar projects, has a fairly
short lead time and the six months or more that would be necessary for the design, approval, and
installation of a CLRS is not available.
(4) The time and disruption of constructed infrastructure required for the design, approval, and
installation of a closed -loop recycling system that will be utilized for the treatment of a limited amount of
wastewater generated no more than 180 days over the next two and a half years cannot be justified.
(d) Surface or Subsurface Disposal Systems
(i) Wastewater from the recycling system can be used for dust suppression and a detention pond can
reduce solids in the water discharged to the surface.
(ii) Water from the recycling system described in Question 16 will be used for dust suppression when the
residual suspended solids in the water make it impossible to continue recycling the water. Also, all
wastewater will be contained within a detention pond which will allow a significant portion of the
suspended solids to settle out before being discharged to the surface.
(iii) Both methods of surface disposal are feasible and will be implemented.
19) Best Management Practices (BMP)
(1) Perimeter containment/diversionary berms along the west and north edges of the site will direct the combined
stormwater and wastewater discharges to the detention pond.
(2) A detention pond at the north end of the site will contain the combined stormwater and wastewater to allow a
significant portion of the suspended solids to settle out of the water before being discharged.
(3) A perimeter diversionary berm along the south edges of the site will divert potential run-on from the area to
the south of the sites to the roadside drainage ditch. This will prevent the combination of stormwater and
wastewater discharges from this site from commingling with stormwater from the adjacent area south of the site.
Sediment fence will be installed along the north and south edges of the site to the outside of the containment
berms. Fencing will be installed, monitored, and maintained according the practice standards and specifications
contained in the North Carolina Erosion and Sediment Control Planning and Design Manual (section 6.62).
(4) All disturbed surfaces within the site boundaries will be stabilized with 4 to 6 inches of graded aggregate base
(GAB).
(5) All parts and maintenance oil, grease, and fluids will be stored inside the parts trailer at all times.
(6) Used oil from minor maintenance is stored in a 75-gallon double -wall tank.

N
Attachment B — Description of Processes Producing Wastewater
Three processes at this facility will potentially contribute wastewater to the effluent from the outfall.
Wastewater Source l:
Wastewater Source 1 is the concrete batch plant drum. The drum on the plant will be washed out once
per day on days he plant is operational. The plant is expected to operate approximately 60 days in 2016,
60 days in 2017, 30 days in 2018, and 20 days in 2019. The wastewater produced from each washout is
approximately 800 gallons per day.
Wastewater Source 2:
Wastewater Source 2 is the truck bed washout used to washout the beds of the dump trucks used to
transport the concrete to the location being paved. The plant anticipates using 15 to 20 trucks on this
project and each truck will washout approximately four times per day when the plant is operating. Each
washout will use approximately 50 gallons of water. The anticipated volume of wash water generated
will be approximately 4,000 gallons per day, which will be contained and recycled through the recycling
system. This plant will be using a mobile water recycling system designed to remove suspended solids
from the wastewater generated by the concrete truck bed washout. The recycling system consists of two
converted standard solid -waste roll -off boxes. One converted box contains a grit removal chamber and a
primary settling chamber, and the second smaller box contains a sand filter and an effluent pump out
chamber. The system has a design flow rate of 10 gallons per minute or 14,000 gallons per day. After
multiple passes through the system the residual suspended solids in the water build up to the point where
it can no longer be used in the washout area. At this point some of the water is used for dust suppression
and fresh water is added to the wash out system. The holding capacity of the system is approximately
9,000 gallons. The water in the system is turned over approximately every ten day. An average of 900
gallons from the recycling system is used for dust suppression daily. Solids removed in the grit removal
and primary settling portions of the recycling container are removed at predetermined levels of
accumulation. The solids are dried and disposed of in an industrial solid waste facility. Wastewater
spilled or leaked from the recycling system or the washout area would flow to the detention pond and
ultimately be discharged to the surface.
Wastewater Source 3:
Wastewater Source 3 includes the aggregate and sand stockpiles. The aggregate stockpile will be wetted
using a lawn sprinkler and hose. The sprinkler will be rotated around the stockpile during the day to
cover all parts of the pile. Wetting the aggregate stockpile is done to produce an evaporative cooling of
the stone. The evaporation of the water during this sprinkling process reduces the volume of water that
ultimately flows away from the stockpile. Wetting is not used on the sand stockpile. Per DOT
specifications both the aggregate and sand are washed prior to being delivered to the site, reducing the
potential fines in stormwater runoff from the area covered by the stockpiles. Wetting of the aggregate
stockpile will be conducted up to 24 hours per day when the plant is operating. The wastewater from the
aggregate stockpile will consist of water from the wetting of the stone and stormwater that falls on the
pile. Wastewater from the sand stockpile will consist of only stormwater that falls on the pile.
Stormwater and wastewater from both stockpiles will flow to the detention pond and ultimately be
discharged to the surface.

NCG140000 N.Q.I.
Printed Name of Person Signing: Warren Baker
Title: 0 6 4 Project Manager
(Signature of
(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 Program
Division of Energy; Mineral and Land Resources
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DEMLR Regional Office for your area.
DEMLR Regional Office Contact Information:
Asheville Office ...... [phone]
Fayetteville Office ...
[phone]
Mooresville Office.
_ _ [phone]
Raleigh Office ........
[phone]
Washington Office
...[phone]
Wilmington Office...
[phone]
Winston-Salem ......
[phone]
Central Office .........(919)
807-6300
Page 7 of 7
SWU-229-07122011 Last revised 712114

TERRA CONSULTING, LLC
pH. 770-573-3055
P O BOX 1738
CARROLLTON, GA 30112
Date
924
64.1245A 31
Orderofthe
�.i�._+f� $ 00-z
40 /0 d o ars da
Community&
Southern Bank
1:06111 4Sal: 62 SOL 87u' 00924
12

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SYSTEM OPERATION
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