SW8120408_HISTORICAL FILE_20120604

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_$l�il�j'&YJ
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Central Files: APS SWP
06/04/12
Permit Number SW8120408
Permit Tracking Slip
Program Category
Status Project Type
State SW
Active New Project
Permit Type
Version Permit Classification
State Stormwater
1.00 Individual
Primary Reviewer
kelly.johnson
Coastal SW Rule
Coastal Stormwater - 2008
Permitted Flow
Permit Contact Affiliation
Facility
Facility Name Major/Minor Region
GOGAS #20 Southport Minor Wilmington
Location Address
4456 Long Beach Rd
Southport INC 28461
Owner
County
Brunswick
Facility Contact Affiliation
Owner Name Owner Type
Gogas Corporation Non -Government
Owner Affiliation
Jasper Willetts
3301 Burnt Mill Or
Dates/Events Wilmington NC 28403
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
06/04/12 04/19/12 06/04/12 06/04/12 06/04/20
Regulated Activities RequestedlReceived Events
State Stormwater - HD - Infiltration " Deed restriction requested
Deed restriction received
Additional information requested 05/23/12
Additional information received 05/23/12
Additional information requested 05/31/12
Additional information received 06/04/12
Outfall NULL
waterbody Name Stream Index Number Current Class Subbasin

1127 Floral Parkway
Suite 400
Wilmington, NC 28403
[phone]
[phone] Fax
John S. Tunstall, P.E.
May 31, 2012
Norris & Tunstall
Consulting Engineers, P.C.
Ms. Kelly Johnson
NC DENR
Division of Water Quality
Surface Water Protection
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: GoGas #20 SW8 120408
Brunswick County
Request for Additional Information Response
NT Project No. 11106
Dear Ms. Johnson:
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
We are responding to your letter of May 31, 2012 regarding the subject project as
follows:
1. Per the attached guidance from Linda Lewis we are only required to demonstrate
that the 10 year 24 hour storm with infiltrate without overtopping at half the
reported rate. Our calculations demonstrate that will work here.
2. There are no wetlands on the site. This has been indicated on the plans.
3. It was our understanding that the existing material from the existing pond bottom
to the SHWT was to be removed and replaced with clean sand. That is why our
detail on Sheet C4 shows 2 feet of clean sand between elevation 12.0 and 10.0.
The existing pond bottom is at 12.0, the SHWT is at 10.0.
4. The SHWT is at 10.0. Please fix that on the supplement.
We will email you the plan Sheet C2 with the wetland note and put 2 copies in the mail.
Please contact us if you have any additional questions or comments. Thank you for
your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS P.C.
PAlporris,.E.
JPN/neh 11106 05-31-12-s-sw-resp-ltr
cc: Mr. Kit Austin / GoGas Corporation
Mr. Reggie Stanley / GoGas Corporation
JUN 0 4 2012
BY
NCBELS License C-3641

Nancy Howell
From: Jody Bland Ubland@ritengineers_com]
Sent: Thursday, May 31. 2012 12:00 PM
To: Phil Norris; 'Amy Norris'; 'John Tunstall'
Subject: FW: Infiltration Basin Question
Phil,
Please see the correspondence below between Linda Lewis and myself regarding the option to infiltrate the 10yr storm
@ Y2 of the reported rate. She explicitly talks about option 4 does not refer to active volume. We have already received
several other permits utilizing this method. These were located in NCDENR's and the City of Wilmington's jurisdiction.
"PLEASE BE AWARE THAT MY EMAILADDRESS HAS CHANGED TO 1BLANDC�_N NGINEERS.COM. SHORTLY WE
WILL DISCONTINUE USE OF OUR NMNG EMAIL ADDRESSES. PLEASE UPDATE YOUR CONTACT LISTING.
Thanks,
Jody Bland
Norris & Tunstall Consulting Engineers, P.C.
Wilmington QfY'iCC - 910-343-9653
Brunswick Office - gio-287-5900
Mobile - 910-512-8148
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release_ It shall be
the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information
requested. In transferring the files in electronic media format, Morris & Tunstall Consulting Engineers, P.C. and Norris,
Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the usability or readability of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris & Tunstall Consulting Engineers. P.C. and Norris. Kuske & Tunstall Consulting Engineers, Inc. in the
preparation of such data.
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From: Lewis,bnda [mailto:[e-mail] �
Sent: Monday, August 01, 2011 5:45 PM
To: 3ody Bland
Subject: RE: Infiltration Basin Question - Carquest ILM JIUN 0 4 2012
Jody- BY:
-Yati will,proU6bl} be able to set it at the lower elevation. Does the.22000 0u calculate take the volume
inf lli atetf during"(he 24 hour storm event into account?
The foufth option -,only requires. you
demons -hate that -the 1.0'year'24°hour stornnyolume•can:--be irifiltrated in•the-.system'without,overtopping;

} _
-,
� ,.
. � -
. � � ._
_ '
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.i 7! "� � ,
,� f� � � � �
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�: _ �.

Option #4, starts with a minimum system design that can accommodate either the pre/post or the 1.5",
whichever is applicable, based on the applicable rule and the classification of the receiving stream. From there
you go on to demonstrate that the system can also accommodate the 10 year 24 hour volume without
overtopping.
With option #4 only, you get to route the storm and include the volume that infiltrates during the 24 hour storrri_
'event (at % the infiltration rate), and subtract that volume from the 10 year 24 hour total volume. This id
probal,ly best demonstrated via the HydroCAD anatysis!
I would use the equation in 16.3.6 to determine the amount of area needed to infiltrate those volumes in 24
hours, i.e_, T = 1 day. If you can't provide the calculated area, then add the leftover uninfiltrated volume to your
minimum volume to store, i.e., pre/post difference or 1.5", and provide additional storage volume in the system,
and set your weir at the elevation where you meet the new volume required.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: Jody Bland fmaiIto: iblandCalntengine-ers..r�m]
Sent: Monday, August 01, 2011 3:SS PM
To: Lewis,Unda; 'Phil Norris'
Subject: Infiltration Basin Question - Carquest ILM
"- Good Afternoon Linda,
I have a question regarding the ability to waive the bypass and LS/VFS requirements per section 16.3.9.4
We have project that has a natural low area onsite and we are planning to construct a berm around the area to create a
natural infiltration area. We have received our soils report and infiltration rates are good within the proposed basin (8
in/hr). Using the simple method I find the 10yr storm volume = 22,000cf; to provide active storage for this volume 1 must
set the top of my outlet structure at 52.60'. Running this drainage model in HydroCad with Y2 of the specified infiltration
rate (4 in/hr), I get a peak of 51.85' +/-.
Based on the above information is it allowable to set the outlet structure @ the peak elevation or must I set it at the
total active storage volume elevation of 52.60'?
I appreciate your help.
*PLEASE BE AWARE THAT MY EMAIL ADDRESS HAS CHANGED TO „IBL DD@NTENG,INEERS.COM, SHORTLY WE
WILL DISCONTINUE USE OF OUR NKTENG EMAIL ADDRESSES- PLEASE UPDATE YOUR CONTACT LISTING.
Thanks,
Jody Bland
Norris & Tunstall Consulting Engineers, P.C.
Wilmington Office - 910-343-9653 JUN 0 4 2012
2 BY:

/ S0S I D: 1106402
f Date Filed: 1I312011 1:55:00 PM
CO-479 (39) /Business..Corporation North Carolina Ann Elaine F. Marshall
10-2H$North Carolina Secretary' of State
This report maybe flied online at the Secretary of State websitel: wwm.tetnc.c CA201103900559
V !
Name of Business Corporation: GOGAS CORPORATION
Fiscal Year Ending: 09 30 10 State of Incorporation: NC
Month / Day / Yew
Secretary of State ID Number: 1106402
[] I hereby certly that the information requested below (required by NCGS 55-16-22) has not changed since the most recently filed annual report and is
therefore Complete,
Nature of Business:
SALES
Registered Agent:
KERMIT E. AUSTIN, JR
Registered Office Mailing Address:
3301 BURNT MILL DRIVE
County: City: State: ZIP Code:
NEW HANOVER, WILMINGTON, NC 28403
Registered Oflice Street Address:
3301 BURNT MILL DRIVE
County: City: State: ZIP Code:
NEW HANOVER, WILMINGTON, NC 28403
Signature of New Registered Agent:
ISFpnsture eana8wtsa consent to the &PWntmentl
Principal Office Telephone Number:
910-762-4700
Principal Office Mailing Address:
3301 BURNT MILL DRIVE
City: State: ZIP Code:
WILMINGTON, NC 28403
Principal Office Street Address:
3301 BURNT MILL DRIVE
City: State: ZIP Code:
WILMINGTON, NC 28403
1me. Title. and Business Address of Principal Officers:
Name: Title:
KERMIT E. AUSTIN, JR. PRESIDENT
Address: PO BOX 4087
WILMINGTON, NC 28406
City: State: ZIP_
Name: Title:
Address:
Ct : State: ZIP:
Name: Title:
Address:
State: ZIP!
Certification of annual rs o (Mustb ompleted by all Business Corporations).
r/ � p�A4st�[(F-orm mu"
tx 4y an officers oaporstlon) Data
K ily &-r r-) 1[ti PRESIDENT
969511 00.18.M

GOGAS Corporation
etiY :.- t
GAS7z�.ovidln7..fuel
since 9947!
,%Y
April 12, 2012
North Carolina Department of Energy and Natural Resources
To whom it may concern:
I do hereby approve and certify Jasper Willetts to sign and execute any necessary documents
pertaining to the State Stormwater Permit Application associated with the GOGAS 20 project
located at 4456 Long Beach Road, Southport, NC.
Should you have any questions with regards to this matter, please do not hesitate to give me a
call.
Sincerely,
<c J,4;"
K. E. Austin, Jr.
President/CEO
GOGAS Corporation
fa
FIEGEIVE' .
APR 16 2012
SY:
3301 Burnt Mill Dave ieieonone 910-762--700 email: intop;gogas.net
Wilm;rciton. NC 28s03 fax [phone] %"'w"v.goaas.rei

Completeness Review Checklist
Project Name: �� �f Q Received Date:
Project Location:Qvn�i���c1L% t}[ktL/,Z Accepted Date: \`
Rule(s) 008 Coastal F-11995 Coastal Phase II (WiRO) Universal 01988 Coastal
Type of Permit• Ne Jr Mod or PR Existing Permit # (Mod or PR): PE Cert on File?
Density: HD or LID Type: C merci I or Residential �NCG:
%: g, (3'o OK?) Stream Class: 6r-.�5��1t>L SA Map OOffsite to SW8
Subdivided?: Subdivision or S nele Lot I—IORW Man nExemot
Paperwork Emailed Engineer on:
laupplement(s) (1 original per BMP) BMP Type(s): InQ,\ 1-Jul.,iN �d!�Xtnnl
&M with correct/original signatures (1 original per BMP except LS/VFS and swaies)
Application with correct/original signatures
-1 Corp or LLC: Sig. Auth. per SoS or letter Note to Reviewer:
[�05 (within 6mo)
Soils Report with SHWT Ctet,X4c'N(�ti �
—tralculations (signed/sealed)
� 4 - q 6 As Car r�
oro�}7cx� ' u.�.'71N
�No obvious errors
Density includes common areas, etc
�beed Restrictions, if subdivided: _� _ Sttt-'p OV 7
El5igned &Notarized
Correct Template (Comm/Res & HD/LD) or De ACovenants & Rest.
Plans -.... �pIL... ►(gyp +MG�}�n Onk`S
22 Sets El Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc) Cia#oor OV MAR^)
Grading Wetlands: Delineated or No Wetlands
Vicinity Map Layout (proposed BUA dimensions)
Legend �DA Maps 1-1 Project Boundaries
Infiltration Wet Pond Offsite
oils Report Soils Report �PE Cert for Master Lot #:
SHWT: SHWT: Deed Rest for Master Lot # Matches Master
Bottom: 11PP:
BUA Permitted (Master): sf
Additional Information:
Permitted Proposed: Proposed: Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

Johnson, Kelly
From:
.Johnson, Kelly
Sent:
Wednesday, May 23, 2012 8.00 AM
To:
'Nancy Howell'
Cc:
Lewis, Vincent
Subject:
RE: GoGas No.20 (NT #11106), SW8 120408
Phil & Nancy,
Has Vince gone out there again since his 4/19/12 visit? On that report he said that there was an old pond that would be
backfilled with clean sand and that the bottom of the infiltration basin would be at the top of the new clean sand. What
will be the change from that scenario?
KJ
From: Nancy Howell[mailto:nhowel[@ntengineers.com]
Sent: Tuesday, May 22, 2012 5:41 PM
To: Johnson, Kelly
Subject: GoGas No.20 (NT #11106)
Ms. Johnson,
We met on site with Mr. Vince Lewis and he recommend a slight change to the plans for the above subject project. Do
you want us to revise the plans showing this slight change and submit them to you?
Phil
Please note my new address is [e-mail]
J. Phillip Norris, P.E.
Norris & Tunstall Consulting Engineers, P.C.
1429 Ash Little River Road
Ash, NC 28420
910-287-5900 (phone)
910-287-5902 (fax)
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall be
the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information
requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris,
Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the usability or readability of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in the
preparation of such data.

Johnson, Kell
From:
Johnson, Kelly
Sent:
Wednesday, April 18, 2012 3:20 PM
To:
'Phil Norris'
Cc:
Lewis, Vincent
Subject:
RE: GoGas#20, Southport
Phil,
We need Vince's site visit report before we can accept it and get it logged in. He has been out of the office since Friday.
Normally, he leaves a note about when he will be back. But, I don't see one on the calendar. Let's give it a couple days
and see if he can work it in.
Kelly
From: Phil Norris[mailto:pnorris(&nten4ineers.com].
Sent: Wednesday, April 18, 2012 2:33 PM
To: Johnson, Kelly
Subject: RE: GoGas#20, Southport
Kelly,
This is to a new permit for GoGas. Vince has not been to the site yet.
Phil
Please note my new address is pnorrisj2n ten gineers. com
J. Phillip Norris, P.E.
Norris & Tunstall Consulting Engineers, P.C.
1429 Ash Little River Road
Ash, NC 28420
910-287-5900 (phone)
910-287-5902 (fax)
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall be
the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information
requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris,
Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the usability or readability of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in the
preparation of such data.
From: Johnson, Kelly [mailto:kell , ."ohnson ncdenr. ov]
Sent: Wednesday, April 18, 2012 10:53 AM
To: Phil Norris
Subject: GoGas#20, Southport
Phil,

We received this permit and I have a couple of questions for you:
1.) Is this a new permit or a mod? That part was inadvertently left blank on the application.
2.) Soils: Has Vince Lewis been to this site yet? He isn't here, and I don't see his soils site visit report on file.
Thanks,
KJ
*** My email has changed to [e-mail]
K.eLLW OkI 1AS0In.
Kelly Johnson
Environmental Engineer
Division of Water Quality
5tormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
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`.
sosm:llo6aoz
Date Filed: 7/13/2009 9:54:00 AM
Elaine F. Marshall
North Carolina Seeretarf• of State
C200918800279
ARTICLES OF INCORPORATION
OF
GOGAS CoRPoRATioN
1, the undersigned natural person of the age of eighteen years or more, do hereby organize a
business corporation under the laws of the State of North Carolina, as contained in Chapter 55 of the
General Statutes of North Carolina, entitled "North Carolina Business Corporation Act", and all
amendments thereto, and to that end do hereby set forth the following:
I. NAME
The name of the corporation is GOGAS Corporation.
U. PURPOSE
The purpose for which the corporation is organized is to engage in any lawful act or activity
for which the corporation may be organized under the North Carolina Business Corporation Act.
III. CAPITAL STOCK
The total number of shares the corporation shall have authority to issue is One Hundred
Thousand (100,000). These shares shall be all of one class, designated as common stock, with no
par value.
IV. REGISTERED OFFICE AND AGENT
The street address and county of the initial registered office of the corporation are 3301
Burnt Mill Drive, Wilmington, New Hanover County, North Carolina 28403 and the name of the
initial registered agent at such address is K.E. Austin, Jr. The mailing address of the initial
registered office is 3301 Burnt Mill Drive, Wilmington, New Hanover County, North Carolina
28403.
V. PRINCIPAL OFFICE
The street address and county of the principal office of the corporation is 3301 Burnt Mill
Drive, Wilmington, New Hanover County, North Carolina 28403.
VI. NAME AND ADDRESS OF INCORPORATOR
The name and street address of the incorporator are: "RE G E R V E .
Name Street Address All 1 5 2012
K.E. Austin, Jr. 3301 Burnt Mill Drive BY:
Wilmington, NC 28403
90726

VII. LIMITATION OF LIABILITY
No director of the corporation shall have personal liability arising out of an action whether
by or in the right of the corporation or otherwise for monetary damages for breach of any duty as a
director, provided, however, that the foregoing shall not limit or eliminate the personal liability of a
director with respect to (i) acts or omissions that such director at the time of such breach knew or
believed were clearly in conflict with the best interests of the corporation, (ii) any liability under
Section 55-8-33 of the North Carolina General Statutes or any successor provision, (iii) any
transaction from which such director derived an improper personal benefit, or (iv) acts or omissions
occurring prior to the date of the effectiveness of this Article VII. As used in this Article VII, the
term "improper personal benefit" does not include a director's reasonable compensation or other
reasonable incidental benefit for or on account of his or her services as a director, officer, employee,
independent contractor, attorney, or consultant of the corporation.
Furthermore, notwithstanding the foregoing provision, in the event that Section 55-2-02 or
any other provision of the North Carolina General Statutes is amended or enacted to permit further
limitation or elimination of the personal liability of directors of corporations, the personal liability of
the corporation's directors shall be limited or eliminated to the fullest extent permitted by the
applicable law.
This Article VII shall not affect any provision permitted under the North Carolina General
Statutes in the articles of incorporation, bylaws or contract or resolution of the corporation
indemnifying or agreeing to indemnify a director against personal liability. Any repeal or
modification of this Article VII shall not adversely affect any limitation hereunder on the personal
liability of the director with respect to acts or omissions occurring prior to such repeal or
modification.
ARTICLE VIU. EFFECTIVE DATE
These articles of incorporation shall be effective upon filing.
IN TESTIMONY WHEREOF, I have hereunto set my hand and seal to these Articles of
Incorporation of GOGAS Corporation
This the �day of 75u L 2009.
(SEAL)
K.E. Austin, Jr., Incorporat
9M6

Johnson, Kell
From: Phil Norris [[e-mail])
Sent: Monday, June 04, 2012 2:16 PM
To: Johnson, Kelly
Subject: RE: GoGas No.20 (NT #11106), SW8 120408
Attachments: 11106 06-04-12 s-sw calcs.pdf
Kelly,
We have attached additional calculations that documents that the system will work.
The wetlands note is on Sheet C2.
Thanks,
Phil
Please note my new address is pnorrisOntengineers.com
J. Phillip Norris, P.E.
!Norris & Tunstall Consulting Engineers, P.C.
1429 Ash Little River Road
Ash, NC 28420
910-287-5900 (phone)
910-287-5902 (fax)
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall be
the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information
requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris,
Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the usability or readability of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in the
preparation of such data.
From: Johnson, Kelly[mailto:[e-mail]] �OiD %1,46 -tk2,
Sent: Monday, June 04, 2012 8:53 AM
To: Phil Norris
Subject: FW: GoGas No.20 (NT #11106), SW8 120408
Phil,
1.) 10yr24hr Volume: I asked Linda about her email, and she told me that her intent was that the minimum size of
the infiltration system would be for the 1.5" volume or the pre/post"difference (call that volume X). Then, in
order to waive the VFS, offline bypass and not have to increase the volume of the system, the applicant also
calculates the 10 yr 24 hr volume via the Simple method (call that volume Y) and then calculates the volume that
infiltrates through the bottom during that 24 hours at % the reported infiltration rate (call that volume Z). If
volume Y can infiltrate within the system designed for volume X at % the reported infiltration rate within 24
hours, without overtopping (discharging), or if the leftover volume (Y minus Z) after 24 hours is less than X, then
it's OK. The system doesn't have to be sized to "contain" the 10 yr 24 hour storm. If the leftover volume (Y
minus Z) is larger than X, then the minimum volume of the system has to be increased from X to (Y minus Z). I

see the stage and volume 10yr24hr information from CAD, but I don't see the 10yr24hr storm volume per
Simple Method following this procedure? I think that the design will work from my talcs, it is just a matter of
documentation for the file because the 10r24hr volume (per the Simple Method) goes into the permit text.
2.j Wetlands: Where is the wetlands note? I have to run to a meeting so I haven't gone back through this
thoroughly.
3.) Bottom of Basin: OK. I talked to Vince, and what you are proposing is in line with what he wanted. I just didn't
understand that from his site visit report.
4.) SHWT: OK
KJ
From: Phil Norris [mailto: norris nten ineers.com]
Sent: Thursday, May 31, 2012 2:57 PM
To: Johnson, Kelly
Subject: RE: GoGas No.20 (NT #11106), 5W8 120408
Kelly,
Attached is our response. The original is in the mail to your attention.
Phil
Please note my new address is [e-mail]
J. Phillip Norris, P.E.
Norris & Tunstall Consulting Engineers, P.C.
1429 Ash Little River Road
Ash, NC 28420
910-287-5900 (phone)
910-287-5902 (fax)
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C, and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall be
the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information
requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris,
Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the usability or readability of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in the
preparation of such data.
From: Johnson, Kelly [mailto:kelly [e-mail]
Sent: Thursday, May 31, 2012 9:38 AM
To: Phil Norris
Subject: FW: GoGas No.20 (NT #11106), SW8 120408
Phil,
The attached letter will be mailed today. This is pretty simple. I have drafted the permit and can turn it around fairly
quickly once I hear back from you.
IX

From: Johnson, Kelly
Sent: Wednesday, May 23, 2012 12:31 PM
To: 'Phil Norris'
Cc: Scott, Georgette
Subject: RE: GoGas No.20 (NT #11106), SW8 120408
Phil,
I try to avoid these types of project delays by not accepting projects that are incomplete. When all of the necessary
documents are submitted, I trust that the package is believed to be complete. If I had known that there was a
discrepancy between what was designed and what Vince found in the field I would have returned the package. Please
see attached.
KJ
From: Phil Norris(mailto:pnorris(aIntengineers.com]
Sent: Wednesday, May 23, 2012 11:19 AM
To: Johnson, Kelly
Subject: RE: GoGas No.20 (NT #11106), SW8 120408
Kelly,
No, Vince has not been to the site since the April 19th but the plan that you have does not reflect his comments and we
wanted to know if you would like the revised plan that reflects his comments. Please let us know.
Thank you,
Phil
Please note my new address is [e-mail]
J. Phillip Norris, P.E.
Norris & Tunstall Consulting Engineers, P.C.
1429 Ash Little River Road
Ash, NC 28420
910-287-5900 (phone)
910-287-5902 (fax)
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall be
the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information
requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris,
Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the usability or readability of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in the
preparation of such data.
From: Johnson, Kelly [mailto:[e-mail]]
Sent: Wednesday, May 23, 2012 8:00 AM
To: Nancy Howell
Cc: Lewis, Vincent
Subject: RE: GoGas No.20 (NT #11106), SW8 120408

Phil & Nancy,
Has Vince gone out there again since his 4/19/12 visit? On that report he said that there was an old pond that would be
backfilled with clean sand and that the bottom of the infiltration basin would be at the top of the new clean sand. What
will be the change from that scenario?
ICI
From: Nancy Howell[maiIto:[e-mail]]
Sent: Tuesday, May 22, 2012 5:41 PM
To: Johnson, Kelly
Subject: GoGas No.20 (NT #11106)
Ms. Johnson,
We met on site with Mr. Vince Lewis and he recommend a slight change to the plans for the above subject project. Do
you want us to revise the plans showing this slight change and submit them to you?
Phil
Please note my new address is [e-mail]
J. Phillip Norris, P.E.
Norris & Tunstall Consulting Engineers, P.C.
1429 Ash Little River Road
Ash, NC 28420
910-287-5900(phone)
910-287-5902 (fax)
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall be
the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information
requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris,
Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the usability or readability of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in the
preparation of such data.
No virus found in this message.
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1127 Floral Parkway
Suite 400
Wilmington, NC 28403
[phone]
[phone] Fax
John S. Tunstall, P.E.
May 31, 2012
Norris & Tunstall
Consulting Engineers, P.C.
Ms. Kelly Johnson
NC DENR
Division of Water Quality
Surface Water Protection
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: GoGas #20 SW8 12D408
Brunswick County
Request for Additional Information Response
NT Project No. 11106
Dear Ms. Johnson:
1429 Ash -little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, PE.
We are responding to your letter of May 31, 2012 regarding the subject project as
follows:
1. Per the attached guidance from Linda Lewis we are only required to demonstrate
that the 10 year 24 hour storm with infiltrate without overtopping at half the
reported rate_ Our calculations demonstrate that will work here.
2. There are no wetlands on the site. This has been indicated on the plans.
3. It was our understanding that the existing material from the existing pond bottom
to the SHWT was to be removed and replaced with clean sand. That is why our
detail on Sheet C4 shows 2 feet of clean sand between elevation 12.0 and 10.0.
The existing pond bottom is at 12.0, the SHWT is at 10.0.
4. The SHWT is at 10.0. Please fix that on the supplement.
We will email you the plan Sheet C2 with the wetland note and put 2 copies in the mail.
Please contact us if you have any additional questions or comments. Thank you for
your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS P.C.
JPhi orris, .E.
JPN/neh a 1108 05-31-12-a-ew-res�a
cc: Mr. Kit Austin / GoGas Corporation
Mr. Reggie Stanley / GoGas Corporation
NCBEI.S Licease C-3641

Nancy Howell
From: Jody Bland [e-mail]]
Sent: Thursday, May 31. 2012 12:00 PM
To: Phil Norris: 'Amy Norris': 'John Tunstair
Subject: FW: Infiltration Basin Question
Phil,
Please see the correspondence below between Linda Lewis and myself regarding the option to infiltrate the 10yr storm
@ 36 of the reported rate. She explicitly talks about option 4 does not refer to active volume. We have already received
several other permits utilizing this method. These were located in NCDENR's and the City of Wilmington's jurisdiction.
"PLEASE BE AWARE THAT MY EMAIL ADDRESS HAS CHANGED TO JULANDOWUNGINEEMSOM. SHORTLYWE
WILL DISCONTINUE USE OF OUR N1KTENG EMAIL ADDRESSES. PLEASE UPDATE YOUR CONTACT LISTING.
Thanks,
Jody Bland
Norris & Tunstall Consulting Engineers, P.C.
Wilmington Office- 910-343-9653
Brunswick Office - gio-Z 7-5goo
Mobile - 910-511-8148
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers. Ina that this electronic information provides design information current as of the date of its release. it shall be
the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information
requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers. P.C. and Norris,
Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the usability or readability of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris & Tunstall Consulting Engineers. P.G. and Norris. Kuske & Tunstall Consulting Engineers, Inc. In the
preparation of such data.
Confldentialtty Notice
This message is intended exclusively for the individual or entity to which it is addressed. This c ommmunicabon may contain
information that is proprietary, privileged, confidential or otherwise legally exempt from disclosure H you are not the
named addressee, you are not authorized to read, print, retain, copy or disseminate this message or any part of it
If you have received this message in error, please notify the sender immediately either by phone [phone]) or reply
to this e-mail and delete all copies of this message.
From., Lewis,Unda [maiito:[e-mail]]
Sent, Monday, August 01, 2011 5,45 PM
To: Jody Bland
Subject: RE: Infiltration Basin Question - Carquest ILM
Jody -
You will probably be able to set it at the lower elevation. Do
infiltrated dunng the 24 hour storm event into account?
deinaristratia-tltial'lfie;�0 year`? `hi}0r slrarrri.vvluirie cah-'be
!tisrfeportt�d;estimsled-ir 411raiion-rate.- v
the 22000 you calculate take the volume
The,four#ti optian^onlyrrequires!,you.tb . _
rated in, the, system wiIho, uI.ove_rtopping,.at,'�,6f

Option #4, starts with a minimum system design that can accommodate either the pre/post or the 1.5',
whichever is applicable, based on the applicable rule and the classification of the receiving stream. From there
you go on to demonstrate that the system can also accommodate the 10 year 24 hour volume without
overtopping.
With option #4 only, you get to route the storm and -include the volume that infiltrates during the 24'hour storm
event (at %2 the infiltration rate), and subtract that volume from the 10 year 24, hour -total volume. This is
probably best demonstrated via the HydroCAD_analysis.
I would use the equation In 16.3.6 to determine the amount of area needed to infiltrate those volumes in 24
hours, i.e., T = 1 day. If you can't provide the calculated area, then add the leftover uninfiltrated volume to your
minimum volume to store, i.e., pre/post difference or 1.5", and provide additional storage volume in the system,
and set your weir at the elevation where you meet the new volume required.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC Z8405
910-796-7215
E-mail correspondence to and franc this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties_
From: Jody Bland [mailto:ibland@nterAtn�xs.cam_ 1
Sent: Monday, August 01, 201L3:55 PM
To: Lewis,Unda; 'Phil Norris'
Subject: Infiltration Basin Question - Carquest ILM
Good Afternoon Linda,
I have a question regarding the ability to waive the bypass and LSNFS requirements per section 16.3.9.4
We have project that has a natural low area onsite and we are planning to construct a berm around the area to create a
natural Infiltration area. We have received our suits report and Infiltration rates are good within the proposed basin (8
in/hr). Using the simple method i find the 10yr storm volume = 22,000cf; to provide active storage for this volume I must
set the top of my outlet structure at 52.60'. Running this drainage model In HydroCad with % of the specified infiltration
rate (4 in/hr), I get a peak of 51.85' +/-.
Based on the above information is it allowable to set the outlet structure @ the peak elevation or must 1 set it at the
total active storage volume elevation of 52.60'?
I appreciate your help.
"PLEASE BE AWARE THAT MY EMAIL. ADDRESS HAS CHANGED TO BI [e-mail]. SHORTLY WE
WILL DISCONTINUE USE OF OUR NKTENG EMAIL ADDRESSES. PLEASE UPDATE YOUR CONTACT LISTING.
Thanks,
Jody Bland
Norris & Tunstall Consulting Engineers, P.C.
Wilmington Office - 910-343-9653

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Johnson, Kelly
From: Phil Norris ([e-mail]
Sent: Thursday, May 31, 2012 2:57 PM
To: Johnson, Kelly
Subject: RE: GoGas No.20 (NT #11106). SW8 120408
Attachments: 11106 05-31-12 s-sw rwsp-Itr.pdf
Kelly,
Attached is our response. The original is in the mail to your attention.
Phil
Please note my new address is [e-mail]
J. Phillip Norris, P.E.
Norris & Tunstall Consulting Engineers, P.C.
1429 Ash Little River Road
Ash, NC 28420
910-287-5900 (phone)
910-287-5902 (fax)
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall be
the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information
requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris,
Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the usability or readability of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in the
preparation of such data.
From: Johnson, Kelly [mailto:[e-mail]]
Sent: Thursday, May 31, 2012 9:38 AM
To: Phil Norris
Subject: FW: GoGas No.20 (NT #11106), SW8 120408
Phil,
The attached letter will be mailed today. This is pretty simple. I have drafted the permit and can turn it around fairly
quickly once I hear back from you.
KJ
From: Johnson, Kelly
Sent: Wednesday, May 23, 2012 12:31 PM
To: 'Phil Norris'
Cc: Scott, Georgette
Subject: RE: GoGas No.20 (NT #11106), SW8 120408
Phil,

I try to avoid these types of project delays by not accepting projects that are incomplete. When all of the necessary
documents are submitted, I trust that the package is believed to be complete. If I had known that there was a
discrepancy between what was designed and what Vince found in the field I would have returned the package. Please
see attached.
N
From: Phil Norris [mailto:pnorris(antengineers.com]
Sent: Wednesday, May 23, 2012 11:19 AM
To: Johnson, Kelly
Subject: RE: GoGas No.20 (NT #11106), SW8 120408
Kelly,
No, Vince has not been to the site since the April 191h but the plan that you have does not reflect his comments and we
wanted to know if you would like the revised plan that reflects his comments. Please let us know.
Thank you,
Phil
Please note my new address is [e-mail]
J. Phillip Norris, P.E.
Norris & Tunstall Consulting Engineers, P.C.
1429 Ash little River Road
Ash, NC 28420
910-287-5900 (phone)
910-287-5902 (fax)
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall be
the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information
requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris,
Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the usability or readability of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in the
preparation of such data.
From: Johnson, Kelly [mailto:[e-mail]
Sent: Wednesday, May 23, 2012 8:00 AM
To: Nancy Howell
Cc: Lewis, Vincent
Subject: RE: GoGas No.20 (NT #11106), SW8 120408
Phil & Nancy,
Has Vince gone out there again since his 4/19/12 visit? On that report he said that there was an old pond that would be
backfilled with clean sand and that the bottom of the infiltration basin would be at the top of the new clean sand. What
will be the change from that scenario?
KJ

From: Nancy Howell [mailto:nhowell@ntenginee rs.coml
Sent: Tuesday, May 22, 2012 5:41 PM
To: Johnson, Kelly
Subject: GoGas No.20 (NT #11106)
Ms. Johnson,
We met on site with Mr. Vince Lewis and he recommend a slight change to the plans for the above subject project. Do
you want us to revise the plans showing this slight change and submit them to you?
Phil
Please note my new address is [e-mail]
J. Phillip Norris, P.E.
Norris & Tunstall Consulting Engineers, P.C.
1429 Ash Little River Road
Ash, NC 28420
910-287-5900 (phone)
910-287-5902 (fax)
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall be
the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information
requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris,
Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the usability or readability of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in the
preparation of such data.
No virus found in this message.
Checked by AVG - www.avv-.com
Version: 2012.0.2171 / Virus Database: 2425/5017 - Release Date: 05/23/12
No virus found in this message.
Checked by AVG - www.avg.com
Version: 2012.0.2171 / Virus Database: 2425/5036 - Release Date: 05/31/12

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GEFVE,
APR 16 2012
By-

%WMIL i 1z -4f
1127 Floral Parkway
Suite 400
Wilmington, NC 28403
[phone]
[phone] Fax
John S. Tunstall, P.E.
May 23, 2012
Norris & Tunstall
Consulting Engineers, P.C.
Ms. Kelly Johnson
NC DENR
Division of Water Quality
Surface Water Protection
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Go Gas #20
Stormwater Permit No. SW8 120408
Request for Additional Information Response
NT Project No. 11106
Dear Ms. Johnson:
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
We are responding to your request for additional information by enclosing two (2) sets
of the plans showing the information requested by Vince Lewis. We could have sent
this in sooner but could not determine who was assigned to the project.
Please contact us if you have any additional questions or comments. Thank you for
your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
Jh
SULTING ENGINEER P.C.
' orris, E.
11106 05-23-12 s-sw-resp-I#r
cc: Kit Austin / GoGas Corporation
Reggie Stanley / GoGas Corporation
MAY 2 4 2012
BY.—
NCBELS License C-3641

A:t41
& 7joiA
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
May 23, 2012
Mr. Kermit E. Austin, Jr, President
c/o Jasper Willetts, Facility & Construction Manager
3301 Burnt Mill Drive
Wilmington, NC 28403
Subject: Request for Additional Information
Stormwater Project No. SW8120408
GOGAS #20
Brunswick County
Dear Mr. Austin:
Dee Freeman
Secretary
The Wilmington Regional Office received and accepted a State Stormwater Management Permit Application for
GOGAS #20 on April 19, 2012. 1 was notified today that the design accepted on this date is in conflict with the
State's Soil Scientist's findings from the same date, and that redesign will be necessary. The application submitted
on April 19, 2012 therefore has not been reviewed. Review will be delayed pending the redesign submittal.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received in this Office prior to June 25, 2012, or the application will be returned as incomplete.
The return of a project will necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a time extension to the
Division at the address and fax number at the bottom of this letter. The request must indicate the date by which you
expect to submit the required information. The Division is allowed 90 days from the receipt of a completed application
to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation
Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS 143-
215.6A.
Please reference the State assigned project number on all correspondence. Any original documents that need to be
revised have been sent to the engineer or agent. All originai documents must be returned or new originals must be
provided. Copies are not acceptable. If you have any questions concerning this matter please feel free to call me at
[phone] or email me at [e-mail].
Sinc eiy,
OT— �—
Kelly Johnson
Environmental Engineer
GDSlkpj: S:IWQSIStormwaterlPermits & Projects120121120408 HD12012 05 addinfo 120408
cc: Phil Norris, PE
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] DENR Assistance: 1-877-623-6748 NorthCarolina
Intemet: www.ncwaterquality.org 'JVatum" ly
An Equal Opportunity 4 ArfrmaUve Action Employer

1127 Floral Parkway
Suite 400
Wilmington, NC 28403
[phone]
[phone] Fax
John S. Tunstall, P.E.
April 13, 2012
Norris & Tunstall
Consulting Engineers, P.C.
Ms. Jo Casmer
NC DENR 1 Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Permit Submittal
GoGas No. 20
Brunswick County, NC
N&T Project No. 11106
Dear Ms. Casmer:
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Enclosed are two (2) sets of plans for the above referenced project, which include the
drainage area plans, one (1) set of calculations, one (1) copy of the stormwater
narrative, one (1) USGS map, one (1) copy of the soils 1 infiltration system report (1)
copy of the Articles of Organization, the original Division of Water Quality Stormwater
Management Permit application, the original SW-401 Infiltration Basin Supplement
form, the original Infiltration Basin Operation and Maintenance Agreement and a
$505.00 check for the permit review fee.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS .C.
Ph ' orris, E.
JPN/neh
11106 04-13-12-s-sw-Itr
Enclosures
cc: Mr. Kit Austin 1 GOGAS Corporation
F—CEIVA
APR 16 �01�
BY:
NCBELS License C-3641

NA
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
May 31, 2012
Mr, Kermit E. Austin, Jr, President
c/o Jasper Willetts, Facility & Construction Manager
3301 Burnt Mill Drive
Wilmington, NC 28403
Subject: Request for Additional Information
Stormwater Project No. SW8120408
GOGAS #20
Brunswick County
Dear Mr. Austin:
Dee Freeman
Secretary
The Wilmington Regional Office received and accepted a State Stormwater Management Permit Application for the
subject project most recently on May 23, 2012. A preliminary in-depth review of that information has determined that
the application is not complete. The following information is needed to continue the stormwater review:
1,) 10Year14Hour Storm: Please provide the 10yr24hr simple method volume calculation and the drawdown
time for this volume. Please show that this volume can infiltrate at half the reported rate per Option 4 of
page 16-9 of the BMP Manual.
2.) Wetlands: Please either delineate wetlands on the plan or include a note that there are no wetlands onsite.
3.) Bottom of Basin: The State Soil Scientist's report shows that there is an existing manmade pond onsite that
will be backfilled with clean sand, and that the bottom of the proposed infiltration basin will be located at the
elevation of the top of the clean sand (at the top of the old pond). Please confirm that the top of the old
pond=top of the "new" backfilled sand=bottom of proposed infiltration basin=12.Omsl.
4.) SHWT: There appears to be a typo on the supplement which says that the SHWT is at 1.0msl. The plans
say that it is at 10.Omsl. I will fix the supplement to show 10.Omsl and initial the change unless you have
objections
Please note that this request for additional information is in response to a preliminary review, The requested
information should be received in this Office prior to June 13, 2012, or the application will be returned as incomplete.
The return of a project will necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a time extension to the
Division at the address and fax number at the bottom of this letter. The request must indicate the date by which you
expect to submit the required information. The Division is allowed 90 days from the receipt of a completed application
to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation
Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS 143-
215.6A.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One 1
Phone: [phone] FAX: [phone] DENR Assistance: 1-877-623-6748 No thCarofina
Internet: www.n[waferquality.org Naturally
An Equal Opportunity 1Af{irmatNeAclion Employer

Please reference the State assigned project number on all correspondence. Any original documents that need to be
revised have been sent to the engineer or agent. All original documents must be returned or new originals must be
provided. Copies are not acceptable. If you have any questions concerning this matter please feel free to call me at
[phone] or email me at [e-mail].
Vohon
vJro
Enviroental gineer
GDSlkpj: S:MQ&Stormwate6Permits & Projects120121120408 HD12012 05 addinfo 120408_2
cc: Phil Norris, PE
Wilmington Regional Office Stormwater File
Page 2 of 2