NCG140430_COMPLETE FILE - HISTORICAL_20130926

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
IvC& Y3.0
DOC TYPE
-t� HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
p Jbj a �J
YYYYMMDD

�a
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM
Director
September 26, 2013
Mr. Paul Cochrane
BLUEDOT-Exchange Street, LLC
P. 0. Box 23029
Charlotte, NC 28227
Pat McCrory, Governor
John E. Skvarla, III, Secretary
Subject: General Permit No. NCG140000
BLUEDOT-Exchange Street, LLC
COC No. NCG140430
Mecklenburg County
Dear Mr. Cochrane:
In accordance with your application for a discharge permit received on July 29,
2013, 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 groundwater standards in 15A NCAC 02L and 02T regulations
must also be met for closed -loop recycle systems or any discharges to groundwater.
Please take notice that this certificate of coverage is not transferable except upon
approval of the Division of Energy, Mineral, and Land Resources. The Division of
Energy, Mineral, and Land Resources 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 Energy,
Mineral, and Land Resources or permits required by the Coastal Area Management Act
or any other federal or local governmental permit that may be required.
Please note that permit requirements in Part II, Section A, numbers 1-5, and Part
11, Section B, number 1 are no longer Valid per NC Session Law 2011-394. However,
note that Part lI, Section A, number 6, and Part II, Section B, numbers 2-10 are
unaffected by this Session Law. Those sections will remain in effect for the duration of
this permit term. Please be reminded that your facility must notify the appropriate
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • Telephone [phone] FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: http:llportal.ncdenr.org/web/Ir/land-quality
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled l 10% Post Consumer Paper

Mr. Paul Cochrane
P. 0. Box 23029, Charlotte NC 28227
Page 2 of 2
DEMLR Regional Office at least 72 hours in advance of operation of your wastewater
treatment facility permits required by the Division of Energy, Mineral and Land
Resources, Coastal Area Management Act or any other federal or local governmental
permit that may be required.
If you have any questions concerning this permit, please contact Larry Wade at
telephone number [phone].
Sincerely,
for Tracy E. Davis, P.E., CPM
cc: Mooresville Regional Office
Central Files
Stormwater Permitting Unit Files
Jon Risgaard, DWQ, APS, Land Application Unit
Mecklenburg County DEP, Water Quality, 700 N. Tryon Street, Charlotte, NC
28202
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - Telephone [phone] FAX: [phone]
512 North Salisbury Stjeet, Raleigh, North Carolina 27604 - Internet: http:llportal.ncdenr.arg/web/Ir/land-quality
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper
1

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE No. NCG140430
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,
Exchange Street, LLC
is hereby authorized to discharge stormwater and wastewater from wetting of raw
material stockpiles from a facility located at
BLUEDOT-Exchange Street
1022 Exchange Street
Charlotte
Mecklenburg County
to receiving waters designated as Paw Creek, a class C water in the Catawba River Basin, in
accordance with the effluent limitations, monitoring requirements, and other conditions
set forth in Parts I, 11, II1, IV, V,VI VII, and VIII of General Permit No. NCG140000 as attached.
This certificate of coverage shall become effective September 26, 2013.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day September 26, 2013.
for Tracy E. Davis, P.E., Director
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

NCG140430
Map Scale 1: 24, 000
BLUE DOT- Exchange Street
Exchange Street, LLC
Latitude: 350 16' 20" N
Longitude: -801 54' 18" W
County: Mecklenburg
Receiving Stream: Paw Creek
Stream Class: C
Sub -basin: 03-08-34 (Catawba River Basin)
Facility Location

Wade, Larry
From: Thornburg, Nathaniel
Sent: Friday, September 20, 2013 10:48 AM
To: Wade, Larry
Subject: RE: Bluedot-Exchange St. Charlotte
Thanks, Larry.
As long as it is potable water wetting the aggregate piles, and that the runoff to the storrawater pond will be covered by
your office, then I see no reason for my project to hold up yours. I think you're good to go.
Let me know if you have any questions.
Nathaniel
Nathaniel D. Thornburg — Environmental Engineer III
Division of Water Resources
Water Permitting Section — Land Application Unit
t636 Mail Service Center
Raleigh, NC 27699-1636
9 i9-8o7-6453
919-807-6496 FAX
http://portal-ncdenr.org/web/wg/aps/lau
DISCLAIMER: All e-mails sent to and from this account are subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Wade, Larry
Seat: Friday, September 20, 2013 10:44 AM
To: Thornburg, Nathaniel
Subject: Bluedot-Exchange St. Charlotte
Nathaniel,
Attached is an email sent from the consulting engineer stating City Water will be used for wetting of stockpiles. (not
from the closed loop system)
Please keep me posted on the status of your permit.
If you have any questions, please let me know.
r
Larry W. Wade PE Telephone: [phone]
Fax:, [phone]
Stormwater Permitting Program
North Carolina Department of Environment & Natural Resources
Division of Energy Mineral and Land Resources
1612 Mail Service Physical Address - 512 N. Salisbury St. Room
942S
Raleigh, NC 27699-1612 Raleigh, NC 27604

Wade, Larry
From: Sou-ghazale, Samar
Sent: Friday, August 23, 2013 1:39 PM
To: Wade, Larry
Cc: Pickle, Ken
Subject: FW: NCG 140430- bluedot Exchange
Attachments: blue dot grading letter of approval.pdf
Larry,
We offer no objections for issuing the subject permit to Blue Dot. According to Mr. Kurtz, the pond was designed as
Stromwater/Wastewater pond. However, he is not sure why we are considering wetting of aggregates to be a
wastewater discharge, In a conversation with him, I found out that the aggregates are also exposed to stormwater and
not only City water. I am copying Ken Pickle for his comments. Thank you Ken!
Thanks,
Samar
From: Dwight Kurtz[mailto:[e-mail]
Sent: Friday, August 23, 2013 11:40 AM
To: Bou-ghazale, Samar
Cc: Paul Cochrane
Subject: NCG 140430- bluedot Exchange
Samar,
Per our conversation I offer the following:
Plans have been submitted and approved to City of Charlotte and Mecklenburg County for the Subject project.
See the attached Letter of Approval for Grading issued by City of Charlotte. All Phase II requirements have
been met.
The detention basin is being used as a wastewater/stormwater basin. Runoff water from wetting of aggregate
stockpiles is the only water that discharges to the detention basin. No cement laden water will be discharged to
the detention basin.City water will be used to wet aggregate stockpiles. Runoff from wetting of aggregates will
flow to the stormwater detention prior to being discharged from the property. The background soil for this site
is a Cecil soil type.
Cecil soils have a high percentage of fines. 37.6% of a typical Cecil soil passes a 0.063mm (0.0025") sieve.
Sand and coarse aggregates for concrete are limited by ASTM C33 to 5% of the material passing a 200 sieve. A
200 sieve has 200 openings per inch. This equates to a 0.005" opening, which is twice the size of the 0.0025"
sieve. Typical tests on material that will be utilized at this plant have a lower percent passing the 200 sieve than
required by ASTM C33. Sand ranges between 1.8% and 2% passing the 200 sieve. Coarse aggregate is below
1% passing a 200 sieve. The runoff from the aggregate stockpiles will create a lower level of sediment load
than the stormwater traveling across the site.
Please call/email if there are questions or additional information is required
Thank you,
Dwight S. Kurtz,PE
DePaul Engineering, Inc.

3693 Buffalo West Springs Hwy.
Buffalo, SC 29321
864.427.5407 Office
864.762.6262 Mobile
Over 30 years design/construction experience in Industrial/Commercial/Military Projects.

NCDENR
NORi1i CAROL— D�.e- of
E"Rou-e -o NA%PR RESOuaces
NOTICE OF INTENT
Division of Water Quality 1 Surface Water Protection
National Pollutant Discharge
NCG1
National Pollutant Discharge Elimination System a
NCG140000:
mninatio.n Sys.tem—
L7
FOR AGENCY USE ONLY
Date Received
Year
Month ba
Certificate of Cove""e
-a C eck>t I Amount
4 9160
P rmit Assi ned to
{ u e
Permit
STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code: 3273 and like activities - Ready Mixed Concrete
This N01 maybe 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 DWO Central Office or Regional Office in your area. (See page B)
(Please print or type)
1. Mailing address of owner/operator {official address to which all permit correspondence will be
mailed): (Please print or type all entries in this application form.)
Legal Owner Name Exchange Street, LLC
(Please attach the most recent Annual Report to the NC Secretary of State showing the current legal name.)
Signee's Name (as signed for in question 29 below) Paul Cochrane
Street Address PO Box 23029
City Charlotte State NC ZIP Code 28227
Telephone No. [phone] Email: pcochrane2bluedotread imix. com
Alternate Contact Name Email (if different)
Alternate Contact Telephone (if different)
2. Location of facility producing discharge:
Facility Name BLUEDOT-Exchange Street
Facility Contact Paul Cochrane
Street Address 1022 Exchange Street
City Charlotte State NC ZIP Code 28208
County Mecklenbur
Telephone No. [phone] Fax: [phone]
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). Right off of Salisbury Hwy (NC Hwy 70) onto Intercraft Drive then a
distance of 1025' and sight will be on 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.)
4. Latitude 350 16' 20" Longitude -80' 54' 18"
5. This NPDES Permit Application applies to the following -(check all that apply):
-D New or Proposed Facility
❑ Existing Facility Permit #
Date operation is to begin 10 01 2013
6. Consultant's application information:
(deg, min, sec)
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NCG140000 N.O.I.
Consultant: Dwi
Consulting Firm:
Mailing Address:
City:
(Optional)
Staple Business Card Mere:
State: SC Zip Code: 29321
Phone: [phone] Fax: (NIA)
Email: dwi htkurtz de aul-en ineerin .com
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.)
Proportion aggregates, cement and flyash into truck mixers to produce concrete. Process water from
rinsing trucks and drum washout will captured in a closed loop recycle system. Well water will be
used to wet aggregates for evaporative cooling in the summer. Any runoff from wetting of aggregates
will run approximately 500' across the site to a stormwater detention basin prior to being discharged.
Stormwater Discharge, Wastewater Treatment & Discharge and Permitting Information
9. Discharge points / Receiving waters:
Number of discharge points (ditches, pipes, channels, etc.) that convey stormwater and/or astewater from
the property: 1 \
Stormwater-only:_ _ Wastewater -only: Wastewater Commingled with storm
w�er 1
For new facilities: Expected date of commencement of discharge: 10/01/2013 ),
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? Paw Creek -- -
Receiving water classification(s), if known. C
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 stormsewer). City of Charlotte
Will this facility discharge wastewater to SA (Shellfishing) waters? ❑ Yes G-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-I 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):
0 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
.;
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NCG140000 N.Q.I.
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
o If applicable, the 100-year floodplain line
o acreage of each stormwater and wastewater topographical area
o site location (insert)
o Site plans shall be 24" x 36"
The site plan shall also depict each of its wastewater or stormwater source and discharge structures, and
each of its hazardous waste treatment, storage, or disposal facilities.
• 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)?
G No ❑ Yes
Wastewater:
12. What types of wastewater does your facility generate or discharge?
y
Type of Authaiizetl Wastevs+ater ;� ;• �� #
ner
`%'.Ge ate
'Discharge
� Sent"t VWV:"
'Treatments.
.
z'
Vehicle and equipment cleaning VE
❑
Wetting of raw material stockpiles (RM)
G
❑
Mixing drum cleaning (MD)
❑
Further explanation, if necessary: (RM) Discharges to stormwater detention basin
13. Will your facility spray -down or actively wet aggregate piles?
❑ No G_Yes
14. Does the facility use any of the following on site? NO
❑ Phosphorus -containing Detergents ❑ Nan -Phosphorus -containing Detergents
GBrighteners -E� Other Cleaning Agents ' E40ther: Concrete Remover_ C(_ _P-2300) _
15. Are wastewater treatment facilities planned in the 100-year flood plain?"" `
G No ❑ Yes
16. Does your facility use or plan to use a recycle system, or recycle components in your treatment system?
G Yes ❑ No.
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
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NCG140000 N.O.I.
17. Will your facility build a closed -loop recycle system that meets design requirements in 15A NCAC 02T
WKI .1000 and hold your facilities' working volume'?
Ei Yes ❑ No
Will your facility discharge wastewater to surface waters?
❑ Yes E�-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 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 NCG 140000. For further questions, please contact
DWQ's Stormwater Permitting Unit Staff. Also see questions 16 and 17.
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? ❑ VE ❑ RM ❑ MD
b) Connection to a Municipal or Regional Sewer Collection System:
i) Are there existing sewer lines within a one -mile radius? ..................................... ElYes ❑ No
(1) If Yes, will the wastewater treatment plant (WWTP) accept the wastewater? .... ❑ Yes 4EI- 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):
i) Are you already proposing a closed -loop recycle system (CLRS)? See question 15... S Yes ❑ No
(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?*
(3) If No, is it feasible to build a CLRS on your site? Why or why not?*,
(4) What is the feasibility of building a CLRS compared to direct surface water discharge?*
d) Surface or Subsurface Disposal System (e.g., spray irrigation):
i) Is a surface or subsurface disposal technologically feasible (possible)? .................... El Yes B No
t See DWQ's Aquifer Protection Section Land Application Unit's Water Balance Calculation Policy for more information, on DWQ LAU's
website htta://portal.ncdenr.org/web/walaps/loll/policies for more information.
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NCG140000 N.O.I.
Why or Why not?
ii) Is a surface or subsurface disposal system feasible to implement?*.. ....................... .,0 Yes ❑ No
Why or Why not?
iii) What is the feasibility of employing a subsurface or surface discharge as compared to a direct
discharge to surface waters?*
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?*... ❑ Yes -E� 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? ..............❑ Yes 4�1 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 E3 Yes
If yes, please briefly describe: Process water, other than wetting of aggregate stockpiles is routed to a
closed loop recycle system. Stormwater from all other areas of operations are routed through a
stormwater detention basin including wetting of stockpiles.
20. Does this facility have a Stormwater Pollution Prevention Plan? ❑ No
If yes, when was it implemented? Prior to commencement of operations_
G Yes
21. Are vehicle maintenance activities (VMA) occurring or planned at this facility? -E� 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?
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 l',El No
-If yes, yes, who is the permitting" autH&—h y?
24. Is your facility located in one of the 20 Coastal Counties? ❑ Yes -El- No
Is your facility adding more than10000 ft2 of built -upon area or CAMA Major Permit? CI Yes E�-No
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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 4�1 Yes
If yes, please attach your approval from the permitting authority to do so.
26. Does this facility have any other NPDES permits? G 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)? G No ❑ Yes
28. If yes, list the permit numbers for all current Non -Discharge permits for this facility: Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
G No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
G No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
-E�-No ❑ Yes
d) Type(s) of waste:
How is material stored: _
Where is material stored:
How many disposal shipments per year:
Name of transport 1 disposal vendor: _
Vendor address:
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
-9 Check for $100 made payable to NCDENR.
G This completed application and all supporting documentation (including design details, water balance
equations, and calculations for treatment systems) — see Ouestion 17.
G 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).
-f -E� Two (2) site plans depicting the site plan with numbered outfalls which indicate stormwater and wastewater
i outfalls. The plans shall show. at a minimum, (existing or proposed):
(a) outline of drainage areas, (b) stormwater/wastewater treatment structures, (c) location of numbered
storm water/wastewater outfalls (corresponding to which drainage areas), (d) runoff conveyance structures,
(e) areas where materials are stored, (f) impervious areas, (g) topographical lines, (h) site property lines,
and (i) acreage of each stormwater and wastewater topographical area.
� 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
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NCG140000 N.O.I.
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.
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 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.
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: Paul Cochrane
(Signature of
.Z -700
(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 DWO Regional Office for your area.
DWO 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]
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