SW8050116_HISTORICAL FILE_20060713

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW S(D ��Zz&
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
7l
YYYYMM D

. , STROUD ENGINEERING, P.A.
Hestron Plaza Two
151A Hwy. 24
Morehead City, NC 28557
(252) (2�47.7479 p l
TO
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
LETTER OF T��wi��MITTAL
s
DATE
7 1
JOB N
/'P1 15
ATTENTION
�G
RE:
c
Zc
1j
n e,'� 1J
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FOR BIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
7-1
❑ Resubmit copies for approval
❑ Submit copies for distribution
© Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:/�UJiyyi�
If enclosures are not as noted, kindly notify us at once.

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
HESTRON PLAZA TWO
151-A HWY.24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
July 11, 2006
Mr. Ed Beck
Acting Regional Supervisor
NCDENR
Division of Water Quality
Surface Water Protection Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Subject: Permit No. SW8 050116
GATCO II, LLC
High Density Stormwater Project
Carteret County
Dear Mr. Beck,
Please find the enclosed Designer's Certification and Checklist for the subject project. The high
density stormwater project has been installed in substantial conformance with the permit and approved
plans. Please feel free to contact me should you have any questions.
erely, 0"1111tatftt"
Ronald D. Cullipher, P.E. 2. 7
73 's 13343 r
:0 :�%N
107 COMMERCE ST
SUITE B
GREENVILLE, NC 27858
[phone]
102-D CINEMA DRIVE
WILMINGTON, NC 28403
[phone]
vvoRo
JUL 13 2006
CfW
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NC 28557
[phone]

State Stormwater Management Systems
Permit No. SW8 050116
GATCO II, LLC
Stormwater Permit No. SW8 050116
Carteret County
Designer's Certification
I, QonalA b. CL-1hahev- , as a duly registered 40r fSS VAai )Ae6r
in the State of North Caro ina, having been authorized to observe (periodica y/ weekly/
full time) the construction of the project,
&A-TCO I:, LLC.
(Project)
for _ 6, Aldien _ 711oT_nAnRn _(Project (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
orVrH
.... 4 ''$PAL
.-"OF ESs•.4O) •.
Signature ON-) . ' � ,'.��5 �02:y'=
Registration Number.
Date 1 �o +'�9! •••'y��NE� ••'• •``~
'••..,..•••• �Q' ��
00
'I+fCu 4411116104
WI R®
JUL 13 2006
Page 6 of 7

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State Stormwater Management Systems
Permit No, SW8 050116
Certification Requirements:
1.
The drainage area to the system contains approximately the permitted
acreage.
UK—�2.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
Y�
3.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4.
All roof drains are located such that the runoff is directed into the system.
fk=_L_5.
The outlet/bypass structure elevations are per the approved plan.
F&L,6.
The outlet structure is located per the approved plans.
�- 7.
Trash rack is provided on the outlet/bypass structure.
'�- 8.
All slopes are grassed with permanent vegetation.
9.
Vegetated slopes are no steeper than 3:1.
�_10.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
U 11.
The permitted amounts of surface area and/or volume have been
provided.
�- 12.
Required drawdown devices are correctly sized per the approved plans.
13.
All required design depths are provided.
14.
All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15.
The required system dimensions are provided per the approved plans.
CC' NCDENR-DWQ
Regional Office
Katrina
Marshall, Carteret County Building Inspections
WERiJ
JUL 13 2006
Page 7 of 7

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
TO /V 0 DFAV f2
_I a 7
WE ARE SENDING YOU WAttached ❑ Under separate cover via
7
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
DATE
0- 16_ os
JOB NO.
trLi��_l
ATTENTION /^}y-,,/
RE:
C A iT ., L_
the following items:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
I
-, ),e 6e
r
SS 1�
r
THESE ARE TRANSMITTED as checked below:
❑ For approval
ID For your use
As requested
❑ For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
El Submit copies for distribution
0 Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:
If enclosures are not as noted, kindly notlfy us at once.

coo

S\ STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
February 9, 2005
Mr. Paul Bartlett
NCDENR
Land Quality Section
127 Cardinal Drive Ext.
Wilmington, NC 28405
RE: GATCO II, LLC
SW8 050116
Dear Paul,
We are in receipt of your letter dated February 8, 2005, requesting for additional information to continue
your review. The additional information requested has been addressed as follows:
1. Please clarify the Forebav and Main Basin text entries on the Pond Details drawing, The
permanent pool elevation sub -title should be 25 ' to be consistent with the supplement form
enity, and the Main Basin and Forebav entries are reversed. The Forebav minor radius (5
and 6) should be 5'.
The text labels for the curve radii information was miss typed and the corrections have been
made to the drawing. .
2. Please label the Storage Pool (26' contour detail) and Permanent Pool (25 ' contour detail)
for which the detailed dimensions apph> on the Pond Details drawing. Please correct the
Forebav length rliniension fi•otn 21.96' to 26.0'.
Storage and permanent pool elevations have been labeled on the pond detail drawing; and the
length of the forebay has been corrected.
3. Please modfi the orifice design to minimize clogging. A sketch with a suggested design is
attached that incorporates the 1.25 in. diameter PVC orifice in a plate, and a 6 in. diameter
PVCpipe for overflow that penetrates the over Jlow device to the orifice plate. The orifice is
readily accessible.for servicing and there is less chance of clogging in a 6 in diameter
overflow pipe than in a 1.25 in diameter pipe.
The size of the PVC pipe has been changed from 1.25" to 6" as suggested, minimizing
clogging. The 6" PVC pipe will enter the overflow device where it will be capped for a 1.25"
orifice as shown on the overflow device detail.
4. Please correct the scale s>>mbols on the submitted drainage area sketches to 1 " = 60'. This
appears to be a hypo only that does not efj`ect area calculations.
Scale has been changed to show the l" = 60' drawing. �••6 pRTH CAA��s
\, \- ...... 0.
If you have any additional questions or comments, please do not hesitate to contact me. , •.QQ.`3FES,S+�•'0 1.+
0. 2
rely, y
r.
Rd ald D. Cullipher, P.1 ,�6 �!NEL- ..•` 1:1
107 COMMERSUITECE ST. 102 D CINEMA DRIVE HEST50AN ,HWY. All
">'�sl�op����•
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

y COMMUNICATION RESULT REPORT ('FEB. 8.2005 -4:25PM )
f TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RE PAGE
834 MEi,KPY TX 9 12522474098 OK P . 414
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER '''E-4):NO FACSIMILE CONNECTION
State of Forth. r❑lin ' -
Department of Environment a9d Natural Resources
Wilmington hegio al Office
Michael F. Easley, Governor . William G. Ross, Jr., Secretary
FAX COVER SHEET
Date: 2/812005
To: Ronald D. Cullipher, P.E.
Company: Stroud Engineering; P.A.
FAX #: [phone]
DWQ Stormwater Project Number: SW8
Project Name: GA'TCO 11, LLC Property
MESSAGE:
I
Ron,
Attached is a Request for Additional Inforn
The original will be sent by mail to Mr. Tho
I 5
Than you,
fo, of Pages: 4 (Incl. Cover)
From: Paul Bartlett
Water ' uallty Section - Stormwater
F6y.# 10-350-2004
is one # 910-395-3900
050116"
ation f r.the GATCO II, LLC Property project,
nton: AkcopyVill be sent by mail to you.

�o� w A 749
co
5
February 8, 2005
Mr. G. Alden Thornton, President
GATCO II, LLC
P.O. Box 2410
Kitty Hawk, NC 27949
Subject: Request for Additional Information
Stormwater Project No. SW8 050116
GATCO II, LLC
Carteret County
Dear Mr. Thornton:
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
GATCO II, LLC on January 25, 2005. A preliminary review of that information has determined
that the application is not complete. The following information is needed to continue the
stormwater review:
V ' Please clarify the Forebay and Main Basin text entries on the Pond Details
drawing. The permanent pool elevation sub -title should be 25' to be consistent
with the supplement form entry, and the Main Basin and Forebay entries are
reversed. The Forebay minor radius (radius 5 and 6) should be 5'.
2./ Please label the Storage Pool (26' contour detail) and Permanent Pool (25'
C contour detail) for which the detailed dimensions apply on the Pond Details
drawing. Please correct the Forebay length dimension from 21.96' to 26.0'.
3. Please modify the orifice design to minimize clogging. A sketch with a suggested
design is attached that incorporates the 1.25-inch diameter PVC orifice in a plate,
and a 6-inch diameter PVC pipe for the overflow that penetrates the overflow
device to the orifice plate. The orifice is readily accessible for servicing and there
is less chance of clogging in a 6-inch diameter overflow pipe than in a 1.25-inch
diameter pipe.
4. Please correct the scale symbols on the submitted drainage area sketches to 1"
= 60'. This appears to be a typo only that does not effect area calculations.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to February 15, 2005, 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 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.
North Carolina Division of Water Quality 127 Cardinal Drive Extension
Wilmington Regional Office Wilmington, NC 28405-3845
An Equal OpportunitylAffirmative Action Employer - 50% Recycled110% Post Consumer Paper
Phone [phone] Customer Service 1-877-623-6746
FAX [phone] Internet: h2o.enr.stale.nc.us pne
NorthCarolina
�Nw ral&

: Mr. G. Alden Thornton, President
February 8, 2005
Stormwater Application No. SW8 050116
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
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].
Sincerely,
Paul T. Bartlett, P.E.
Environmental Engineer
ENBlptb: S:1WQSISTORMWATERIADDINF0120051050116
cc: Ronald D. Cullipher, P.E., Stroud Engineering, P.A.
Paul Bartlett
Page 2 of 2

77
74
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PLAN VIEW
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11 RMA NE P1 f POOL CL e '— Cl �
12" SUBMERGENCE wi
,;CRi-_ErJLU 1rJTar.E ��
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SECTION B--B
OVERFLOW DEVICE
SCALE, 1"= 2
EIp77C1k9 F

February 3, 2005
Ms. Linda Lewis
NCDENR
Land Quality Section
127 Cardinal Drive Ext.
Wilmington, NC 28405
Dear Linda
E
FEB 0 ' 7 2.005
BY
The additional information requested is attached and listed below:
RECETV
51tI,l6 0
BY:
1. Wayne See Property
a. Drainage map showing the Flks Lo(li_c included.
b. Information that will be included in k1r. Wayne See's restrictive covenants.
2. Storage Ideas, I_LC
a. Deed
b. Revised narrative with the infbm,a ion about the existing building that will remain as is.
GATCO 11, LLC
a. Letter authorizing him to sign for GATCO II, LLC
b. *Deed - Alden is closing this week and I will send you the new deeds as soon as possible.
If you have any additional questions or commcnts, please do not hesitate to contact me.
Sincerely,
-/a-,�L7rG Q'-'D
Brad McMannen

LREC�°'''
SY.
GATCO II LLC
PO BOX 2410
KITTY HAWK, NC 27949-2410
252-261-6360
MINUTES OF A SPECIAL MEETING
STOCKHOLDERS OF GAT CO Il LLC
A special meeting of the stockholders of GAT CO II, LLC was held at the office
July 1, 2004 to grant authority to G. Alden Thornton IV to conduct any and all business
including but not limited to entering into contracts and purchasing all necessary permits
in the name the corporation for the purpose of purchasing and developing property in
Morehead City, NC.
The meeting was called to order by G. Alden 'Thornton IV the sole direction of the
corporation and 100% owner of all outstanding stock.
There being no further business, the meeting was adjourned.
�1
C­r
G. Alden Thornton, IV
Director
Post -it" brand fax transmittal memo 7671
lfolpages ► 7
Ta
; _i
From r TIMP jM
J f (f p / 1/ AI
y�-
Ca ! /"WLi D
Co.
Dept.
Phone H
Fay NP62_ Z`r7— 0�
FaxN
eEO:Ii 00 20 qa3 km

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
252 247-7479TO �
N pNs2
JAIL 2 5 2005
��jj�ywQ
P$OJ # ':C
WE ARE SENDING YOU ❑ Attachedd L-1 Under separate cover via _
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
KRUUM OT V o LJV.MVU/M
DATE
-2 -on)Yl�
JOB N
[5
ATTENT a N e", •
IIV � er
RE:
Z C
ILL L
W
❑ Samples
the following items:
❑ Specifications
COPIES
DATF
NO.
DESCRIPTION
6xpgsl�•�
C y 15b. (30 11-7
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑
❑ For your use ❑
• As requested ❑
❑ For review and comment ❑
❑ FORBIDS DUE
REMARKS
Approved as submitted ❑ Resubmit copies for approval
Approved as noted ❑ Submit copies for distribution
Returned for corrections ❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:r�G��
If enclosures are not as noted, kindly notify us at once.

�' 1
+�(�:a,i � f G�i,' it
c v"f ! J

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
I.127T[En OIF
[phone]
TO Ai C' 1)0/\i
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter . ❑ Change order ❑
DATE JOB NO.
p
ATI ENTION
n
RE:
Tc LL C
the following items:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
1
�- •�„
4.:, r
ICI
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
I] PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED: _�/& diall '_" -�� 1.11\
If enclosures are not as noted, kindly notify us at once.

A k - "
611A
NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension, Wilmington, NC 26405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s).
FAX to Cameron Weaver along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name G. ALDEN THORNTON
Comoanv GATCO II, LLC
Address P.O. BOX 2410 City/State KITTY HAWK, NC Zip 27949 County DARE
Phone [phone] Fax [phone] Email
PROJECT Name GATCO II, LLC
ENGINEERICONSULTANT RONALD D. CULLIPHER, PE
Company STROUD ENGINEERING, P.A.
Address 151-A HWY 24 City/State MOREHEAD CITY, NC Zlp 28557 County CARTERET
Phone [phone] Fax [phone] Email [e-mail]
❑ STREAM ORIGINATION CERTIFICATION
❑✓ STORMWATER ❑ Low Density © High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
✓❑ LAND QUALITY ❑✓ Erosion and Sedimentation Control Plan with 2.97 acres to be disturbed.
----- --------------------------------------------------------------------------------------------------- ----------------------------------------------------------------
❑ WETLANDS (401) ❑ No Wetlands on Site (fetter from COE) ❑Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted ❑Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the insufficiency of the permit applications.
SUBMITTAL DATES:
SW
CAMA
LOS
For DENR use only
Fee Split for multiple permits:
Total Fee Amount $

P. 1
COMMUNICATION 11 RESULT REPORT c FEB.`15.2005 9:59AM )
- TTI NCDENR WIRO
ADDRESS (GROUP) RESULT PAGE
- MODE -------------------------------------------------------------------
FILE_ - - OK P. 16/16
9
9-12522474098
67 MEMORY TX
A
t �
` ------------•
_ _ -----------------I
----REASON FOR ERROR •• E-2) BUSY
E-1) HANG UP OR LINE FAIL , ,. E-•4) NO FACSIMILE CONNECTION
E-3) NO ANSWER,
? State of �o Carolina
Department of Enviro e.nt and Natural Resources
ngtolte1.1 rial Qfice
(91 395-113900
Michael F. Easley, Governor Willi= G. Ross Jr., Secretary
FAX C iVFRI SHEEN'
To: ri Gwil 4 'V
FAX #: 4S,�- -. ?- 4o $
REI MRKS:
,I
(6icl idmi g cover) !r
ShauxuSimpson
urface Water Protection/Stormwater
I910-356-2004
127 Cardinal Drive Ertenslon, W lmingon, N.C. 3 05.3841U)ir66'rfe (91'4) 395-3900 IFax(910) 350.21304
An Equal Opportualty I
. Frnalive Action Employer

Page 1 of 1
North Carolina
Elaine F Marshall D E PARTM E NT OF TH E
Secretary SECRETARY OF STATE
Corporations
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Contact Us
:Secretary
Division
•Secretary of State's web sitE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 2/7/2005
Click here to:
View Document Filings I
Print apre-populated Annual Report Form I File an Annual Report I
Corporation Names
Name
Name Type
NC Gat Co. 11, LLC Legal
Limited Liability Company Information
SOSID:
0736202
FID:
Status:
Current -Active
Date Formed:
7/27/2004
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address
Registered Mailing
Address:
Principal Office Address
Principal Mailing Address:
Thornton, G. Alden, IV
1057 Creek Road
Kitty Hawk NC 27949
P O Box 2410
Kitty Hawk NC 27949
1057 Creek Road
Kitty Hawk NC 27949
P0Box 2410
Kitty Hawk NC 27949
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary.state.ne.us/Corporations/Corp.aspx?Pltemld=G499987 2/7/2005

SO S I D: 736202
P Date Filed: 7/27/2004 2:41:01) PM
Elaine F. Marshall
North Carolina Secretary of State
C200420900559
State of North Carolina
Department of the Secretary of State .
LIMITED LIABILITY COMPANY
ARTICLES OF ORGANIZATION
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby
submit these Articles of Organization for the purpose of forming a limited liability company.
1. The name ofthe limited liability company is GAT CO. II, LLC.
2. There shall be no limit on the duration of the limited liability company.
3. The name and address of each organizer executing these articles of organization are as f
follows: (.Slate whether each person is executing these articles oj' organization in the
capacity qf*a member, organizer or both)
Robert B. Hobbs, Jr., Organizer
P. O. Box 310, 2502 South Croatan Highway, Nags Head, NC 27959-0310
4. The street address and county of the initial registered office of the limited liability company
is 1057 Creek Road, Kitty Hawk, Dare County, North Carolina 27949.
5. The mailing address if different from the street address of the initial registered office is
PO Box 2410, Kitty Hawk, NC 27949.
6. The street address and county of the principal office of the limited liability company is 1057
Creek Road, Kitty I-lawk, Dare County, North Carolina 27949.
7. The mailing address if different from the street address of the principal office is PO Box
2410, Kitty Hawk, NC 27949.
8. The name of the initial registered agent is G. Alden Thornton. IV.
9. Member -managed LLC: All of the members by virtue of their status as members shall be
managers of this limited liability company.
10. These articles will be effective upon filing.
This the 26 day of July, 2004.
Robert B. Hobbs, Jr., Organizer tl
FAU.SFRS1R01117R'N)2867-0 artielrs.%kpd
072604-1736

State Stormwater Management Systems
Permit No. SW8 050116
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
G. Alden Thomton and GATCO 11, LLC
GATCO 11, LLC
Carteret County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the. Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until February 14, 2015, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 78,463 square feet of
impervious area.'
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
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State Stormwater Management Systems
Permit No. SW8 050116
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design conditions:
a.
Drainage Area, acres:
2.52
Onsite, ft :
109,708
Offsite, ft2:
0
b.
Total Impervious Surfaces, ft2:
78,463
C.
Design Storm, inches:
1.0
d.
Pond Depth, feet:
5.0
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSL:
25.0
g.
Permanent Pool Surface Area, ft2:
6,615
h.
Permitted Storage Volume, ft3:
19,614
i.
Temporary Storage Elevation, FMSL:
26.0
j.
Controlling Orifice:
1.25" O pipe
k.
Permitted Forebay Volume, ft3:
4,161
I.
Receiving Stream/River Basin:
Newport River 1 White Oak
M.
Stream Index Number:
21-(1)
n.
Classification of Water Body:
"SC"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
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State Stormwater Management Systems
Permit No. SW8 050116
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 118 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
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State Stormwater Management Systems
Permit No. SW8 050116
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee small notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 14th day of February 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
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State Stormwater Management Systems
Permit No. SW8 050116
GATCO II, LLC
Stormwater Permit No, SW8 050116
Carteret County
Designer's Certification
1, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
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State Stormwater Management Systems
Permit No. SW 8 050116
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Katrina Marshall, Carteret County Building Inspections
Page 7 of 7