SW8000526_HISTORICAL FILE_20000511

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW qaX65-
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
0�1I-IISTORICAL FILE
C
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE �UIJlY�II
YYYYMMDD

CAPE FEAR
Engineering, inc_
5040 New Centre Drive, Suite D
Wilmington, N.C_ 28403
Voice [phone]
Fax [phone]
E-mail cfe cx bellsouth.net
TO: N.C.D.E.N.R.
127 Cardinal Drive
Wilmington, NC 28405-3845
Wilmington Regional Office
FMNTION Scott Vinson
_ EKED
MAY 1 D00 �
.mv
Y.
Transmittal
DATE' May 10, 2000
PROJECT NO450-09
RE: Expostar Portable Displays
6632 Gordon Road
Storm Water Submittal
Quantity
Drawing No.
Description
2
Sets (1 orig./lcopy)
Stormwater Management Permit Application, Stormwater Narrative and Calculations
2
C-2
Stormwater and Erosion Control Plan
1
Check
Fee for Stormwater Submittal; $420.00
REMARKS
CC: File
Signed Z�
Scott
FEAR Engineering, Inc.

State Stornnvater Management Systems
Permit No. SW8 000526
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance witli the provisions of Article 2l of Chapter 143, General Statutes ofNorth Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Mr. Tom Carter, Owner
Expostar Portable Displays, 6632 Gordon Road
New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC
21-1 .1000 (hereafter referred to as the "slormivater rules') and the approved stormwater management plans and
speci fications 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 September 21, 2010 and shall be subject to the
following specified conditions and limitations:
1. DESIGN STANDARDS
1. "i'11is permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. "Phis stormwater system has been approved for the management of stormwater runoff as described on page
3 of this permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from
48,352 square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per
approved plans.
5. The onsite and offsite built -upon area permitted with this project must be graded such all the runoff will be
directed into the permitted stormwater control system.
2

State Stormwatet' Management Systems
Permit No. SW8 000526
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Name of lZeceiving Stream/Index #:
Classification of Water Body:
If'Class SA, chloride sampling results
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Drainage Area, acres:
Total Impervious Surfaces, 1_t2:
Of'fsite Area entering Pond, ft2:
Required Surface Area, ft2:
Provided Surface Area, ft2:
Required Storage Volume, ft':
Provided Storage Volume, ft':
Temporary Storage Elevation, FMSL:
Controlling; Orifice:
Expostar Portable Displays
SW8 000526
New Hanover County
Mr. Toth Carter, Owner
5700 Oleander Drive
Wilmington, NC 28403
August 31, 2000
Smith Creek / (CFR 18-74-63)
"C Sw"
n/a
6
52
1.79
48,352
none, per Engineer
2,729
5,588
3,951
4,202
52.7
1 "� pipe
3

State Stormwater Management Systems
Permit No. SW8 000526
ll. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's entirety, vegetated and operational for its
intended use prior to the construction of any built -upon surface.
2. During construction, erasion shall be kept to a minimum and any eroded areas ofthe system will be repaired
immediately.
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 side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
F. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure trust be available at all times.
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 not be allowed in the stormwater treatment system.
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 tills permit, the approved plans and
specifications, and other supporting data.
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,
f 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. A modification must be permitted prior to any construction. The following items will require a modification
to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
C. Further subdivision, acquisition, or sale of the project area. The project area is defined as all property
owned by the permittee, for which Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
10. The Director may determine that other revisions to the project should require a modification to the permit.
11. 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.
in
hu

State Stornnvater Management Systems
i'ennit No. SW8 000526
12. Prior to the sale of any portion of the property, an access/maintenance easement to the stormwater facilities
shall be granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale
of any portion of the property.
I I The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.
14. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements ofthe 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.
15. The permittee shall notify the Division of any name, ownership or mailing address changes within 30 days.
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permittee, a formal permit request must be submitted to the Division of Water
Quality accompanied by an application fee, 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.
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.
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}
which have 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 for the purpose of inspecting all
components ofthe 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.
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.
Permit issued this the 21st day of September, 2000.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 000526

State Stormwater Management Systems
Permit No. SW8 000526
Expostar Portable Displays
Stormwater Permit No. SW8 000526
New Hanover County
I)esigner's Certification
I
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
C

State Stormwater Management Systems
Permit Ne. SW8 000526
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. Al] the built -upon area associated with the project is graded such that the runoff drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of the system.
10. The permitted amounts of surface area and/or volume have been provided.
11, Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDINR-DWQ Regional Office
'Pony Roberts, New Hanover County Building Inspector
7

„r .
1�wCAPE FEAR
Engineering, Inc.
AUG 3 12000
August 24, 2000
State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28403
Attn: Linda Lewis
RE: Expostar Portable Displays
6632 Gordon Road
Wilmington, NC
Stormwater Project No. SW8 000526
Dear Ms. Lewis,
Please find enclosed the response to your request for additional information for
the above referenced project:
1. We have revised the grading on the plans so that the circular drive
which appears on the plans will now flow to the pond.
2. The south dimension line for the permanent pool contour has been
moved and is no longer obscured by the drainage area line.
3. We have revised the plans to show that the area of the building as
19,166.40 S.F. We have check the area of the building and it was
incorrectly labeled as 19,263.97 S.F. as the plans indicate. In the "Site
Summary” on the plan that we submitted -to you, the building area was,
in fact, 19,166.40 S.F.
4. The corrections you made to the "Wet Detention Basin Supplement"
concerning the temporary pool and the forebay volumes are approved.
5. The supplement form has been now signed by the notary, Scott
Kennedy.
5040 New Centre Dr., suite D • Wilmington, NC 28403 • TEL. [phone] • FAX; [phone]
250 North Chuch street • 5partanburg, 5C 29306 • TEL; [phone] • FAX: [phone]

State of North Carolina
Department of Environment
And Natural Resources
Wilmington Regional Office
Water Quality
Page 2 of 2
Attached please find two sets of revised storm water plans, and the original
supplement sheet (Form: SWU-102, Page 4 of 4). 1 trust this information to be
sufficient for your continuing review. If you have any questions, comments, or
require additional information regarding this matter, please contact this office.
Than you,
Scott Kennedy, r.
Project Manager
Cc: File (450-09 "30")

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office.
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
August 14. 2000
Mr. Tom Carter, Owner
Expostar Portable Displays
5700 Oleander Drive
'Vllmincton. NC 28403
Subject: ACKNOWLEDGMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL. INFORMATION
Stormwater Project No. SW8 000526
Expostar Portable Displays
New Hanover County
Dear Mr. Carter:
The Wilmin<Lton Ite-ional Office received a Stormwater Management Permit Application for
Expostar Portable Displays on July 18, 2000. A preliminary review of that information has determined that
the application is not complete. The following information is needed to continue the stormwater review:
l . The grading at the front of the site around the circular drive does not appear to floes' to the
pond. Please clarify.
?. The south dimension for the permanent pool contour has been obscured by the drainage area
line.
a. The plans indicate that the building will cover 19,264 ft', but the calculations only account
for 19,167 ft'. Please clarify.
4. The temporary pool volume and forebay volume reported on the supplement are different
than reported in the calculations. I have made the necessary changes. Please indicate your
approval in writing. The temporary pool was changed from 4,281 to 4,202 and the forebay
was changed from 3,721 to 3,703).
5. The notary, Scott Kennedy, forgot to sign the supplement form. I have enclosed what was
submitted as an original, although it is difficult to tell if it is original. Please have the notary
sign it.
127 Cardinal Dr. Ext., Wilmington. North Carolina 2840i Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50'%, recycled/lU`% host -consumer paper

Mr. Carter
August 14, 2000
Storrnwater Project No. SW8 000526
------------------------------
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 September 14, 2000, 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 al 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 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,
�C&,
Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWATIADDINFO\000526.AUG
cc: Linda Lewis
Davis Fennell, P.E.
127 Cardinal Dr. Ext., Wilmington, Nortli Carolina 28405 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative -Action Employer 50% recycled/10% post -consumer paper

CAPE FEAR
Jf:f Engineering, Inc.
July 13, 2000
Linda Lewis
NCDENR
Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28403
RE: Expostar Portable Displays
6632 Gordon Road
Wilmington, NC
Stormwater Project No. SW8 000526
Dear Ms. Lewis,
J U L 18 2000
Please find enclosed the response to your request for additional information for the
above referenced project:
1. Small areas have been reported in square feet. Enclosed are two (2) copies
of the revised Page 2 of 4 of Form: SWU-101.
2. The receiving ditch is normally dry. Tail water effect has been considered
and has been deemed negligible. The required 2-5 day drawdown is
provided. Please see enclosed calculations.
3. More spot elevations have been added to the plan verifying drainage to the
pond. Please see revised plan.
4. The rebar on the trashrack has been reduced from 6" o.c. to 4" o.c. Please
see the revised Pond Outlet Detail on the revised plan.
5. Calculations have been revised. The calculations are being resubmitted and
has been sealed as requested.
Attached please find two sets of revised stormwater plans, two copies of pages 2 of 4
(Form: SWU-101) and two copies of wet pond calculations. I trust this information to be
sufficient for your review. If you have any questions, comments, or require additional
information regarding this matter, please contact this office.
Thank ou,
K. Davis F nnell, P.E.
Cc: File (450-09 "30")
5040 New Centre Or., Suite O • Wilmington, NC 25403 • TEL [phone] • W. [phone]
250 North Chuch Street • Spartanburg, 5C 29306 • TEL. [phone] • FAX. [phone]

CA LCOL47-IWS
WET POND DATA ShffT
GG32 GORDON ROAD
FINAL POND DESIGN
DRAINAGE AREA (Ad) =
IMPERVIOUS AREA (Ai):
BUILDINGS:
ROADS:
PARKING :
SIDEWALKS:
TOTAL:
PERCENT IMPERVIOUS (1):
I = AcVAi = G2.01 % f-
owl u-��
0.44 ACRES
0.00 ACRES
O.G4 ACRES
0.03 ACRES
ACRE5
LESS/O ..,�9
SEAL.
024908
wd,
POND# I SHALL BE G.0' DEEP AND DESIGNED TO REMOVE 90% T55.
5NDA= 3.50%
REQUIRED 5URI=ACE AREA AT PERMANENT POOL:
SARfQ.= O.OG2G5 AC. = 2729.03 SF
F;
SURFACE AREA PROVIDED AT PERMANENT POOL (EL. 52)= 5588 SF
.........................................................................................................................%
SA PROV'D= 5588 > 2729.03 =5A REQ'D OK
............................................................................................................................
MINIMUM REQUIRED VOLUME (SIMPLE METHOD BY TOM 5CHUELER):
Rv=0.05+0.009`(I)
Rv= O.G081
VOLUME= I "`Kv*Aci = 0.09070833 AC -FT
395J.255 I'T^ 3
RECEIVED
JUL 18 2000
PROJ # �u�WCxbQSZCp
POND# I DATA 5HEET
PAGE I OF 3
07/05/2000

VOLUME PROVIDED AT TEMPORARY POOL=
INCR>=M.
FL
SA (51=)
YQL, (
52
5588
0
52.5
GI 1 G
2926
53
GG44
3190
54
775G
7200
SET TEMP. POOL ELEVATION:
TOTAL
0
2926
GIIG
1331G
REQ'D EL.= 52.6G07
USE EL. = 52.7
VOL. PROV'D = 4202 CF
..............................................................................................................................
VOL. PROV'D= 4202 > 3951.2G =VOL. REQ'D OK
.............................................................................................................................
FOREBAY SIZING:
PERMANENT POOL VOLUME:
INCREM.
TOTAL
EL.
5A (5f)
VOL, (CF)
VOL. (CI)
4G
1095
0
0
47
1 G I G
1355.5
1355.5
48
2227
1921.5
3277
49
2928
2577.5
5854.5
50
3719
3323.5
9178
5 1
4GOG
41 G2.5
13340.5
52
5588
5097
15437.5
REQ'D VOLUME = 20% OF TOTAL PERMANENT
BASIN VOLUME = 3G87.5 CF
POND# I DATA 5HffT
PAGE 2 OF 3
07/05/2000

CHECK FOREBAY VOLUME:
INCREM,
TOTAL
EL.,.
5A (5F)
VOL. (CF)
VOL. (CF)
48
5
0
0
49
85
45
45
50
2GG
175.5
220.5
5 1
555
410.5
G3 1
52
5588
3071.5
3702.5
PROV'D VOLUME = 3702.5 CF
.............................................................................................................................
VOL. PROV'D= 3703 > 3G88 =VOL. REQ'D OK
.............................................................................................................................
ORffICE 51ZING: REQ'D DRAWDOWN TIME = 2-5 DAYS
02= 0.02287 CF5 (FOR 2 DAY DRAWDOWN)
Q5 = 0.00915 CFS (FOR 5 DAY DRAWDOWN)
SELECT A 1.0 INCH CIRCULAR ORIFICE, (PERM. POOL EL. = 52 )
Q PROV'D= Cd`A`(2gh)^ 1/2 WHERE: Cd= O.G
A= 0.00545 SF
g= 32.2 FP5/5
h= avg head:
0.329) 7
Q PROV'D= 0.01507
......................................................................
02> 0,01507 >05 OK
........................................................................
DRAWDOWN TIME = VOL. REQ.'D = 3G88 CP
Q PROV'D 0.0 15 1 CFS
TIME = 2.83 DAYS
POND# I DATA SHEET
PAGE 3 OF 3
07/05/2000

Stormwater and Erosion Control
Design Narrative
Specifications
Supporting Calculations
for
6632 Gordon Road
Proposed Construction
RECEIVED
MAY 11 2000
DWQ
PRor # Sw vy�S2 (a
a
New Hanover County, North Carolina
Prepared for
Expostar Portable Displays
5700 Oleander Drive OBMA400
Wilmington, NC 28403 .�y�` SA/?0
pFE /0
Q 'L •
9r
SEAL
024908
Date: May 8, 2000
Prepared by
Cape Fear Engineering, Inc.
5040 New Centre Dr., Suite D.
Wilmington, North Carolina 28403
[phone]

STORMWATER NARRATIVE
1. GENERAL:
The 6632 Gordon Road site is located approximately one half mile west of the intersection of
SR1327 and US17, and approximately two miles east of the intersection of SRI327 and HWY
132, in the area of Ogden. The existing site occupies 1.79 acres, bound to the southeast by Dutch
Square Extension (MB #32, PG#334), to the northwest by Oliver Godwin (DB#779, PG#192),
and to the northeast by Gordon Road.
2. EXISTING CONDITIONS:
The existing drainage pattern is roughly from northeast to southwest, through two existing
shallow conveyance swales. Collected runoff from the property is currently discharged into an
unnamed tributary'of Smith Creek. Smith Creek is designated a SC stream class. Currently, no
off -site drainage enters the site.
3. PROPOSED IMPROVEMENTS:
The storm drain collection system will be expanded as shown on the attached plan to receive
runoff from the expansion area. All improvements proposed on -site, including proposed roof
drains, will drain to the proposed wet pond.
4. EROSION CONTROL CONSIDERATIONS:
At the time that disturbance is to begin a temporary construction entrance will be installed at the
Gordon Road entrance to the site. Silt fence will be installed as shown on the plan. Inlet sediment
protection (see detail) will be installed around each proposed catch basin to improve the
containment of sediment. Energy dissipaters will be constructed at the outlet of each drainage
system. The proposed pond will be utilized as a temporary sediment basin during construction
5. MAINTENANCE CONSIDERATIONS:
During construction, the Contractor shall be required to inspect and repair as needed all erosion
control devices after any significant rain event. Any measure found not performing shall be
repaired immediately. Upon completion of construction and establishment of permanent ground
cover, the Owner shall be responsible for maintenance on the project site.
6. STORMWATER CONSIDERATIONS:
All stormwater runoff is to be collected and conveyed to an on site detention/treatment to be
designed in accordance with Division of Water Quality regulations. To optimize land use, the
treatment pond has been oversized to fit the available space. The required surface area is 2729.03

sf, while the provided surface area is 5588 sf. For this reason, it may appear as if the required 3:1
length to width ratio has not been satisfied. However, at the minimum required surface area, the
3:1 ratio is satisfied. Please see attached calculations for additional treatment criteria.

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�� w tiir aa4%� r � r --•—y s 'i ,✓ � rry f�ry�n S'1'3�, -� \l ,1,:,! r i �/ �hy •���1 t,
yr J r�✓Ti �:L /.� I'v` / r'4' 1
f r� 1'itu,, C ; . t +� ri. �l�}}�,,,� � r �. ��� /�� ,ydf� ✓ _. r_ -r/ y, `r\ � \` _ `\
5, �I ��! t ✓ � �: -. i • 1 .�' .
�r. ,, f -�i 1� � j // �..1 •`--�. �'�!•- • .{Y r'= l ",�`ia r 2.� r r..s / 1 `� A7�- i
x
41
I �` I.CKY�j _ vti
I�tfF��l,t \ ;�y� l' r-�1•) •c� ;4'rJ �':�;•.'*.
IA
U56S QuaD MAP '' Y• ,..
DATED : 1117
Ivy,.,„�`� ll' ._ `. � (f � � '•� hSI.��T77 til'II'�' _�
P: ADOW

15A NCAC 2B.CAPE FEAR RIVER BASIN
httpilth2o.clinr.statc,nc.us/sIrTnclassAiydro/capefear.htniI
Rizzo Creek (Resoe Creek)
Birch Creek
Mill Creek
Kellys Creek
Guf£ords Branch
Juniper Branch
Mill Creek
Collins Branch
Morgans Creek
Cowpen Branch
Tonys Creek
Lagoon Creek
Fishing Creek
Dock Creek
'Northeast Cape Fear River
Ness Creek
Smith Creek
Spring Branch
Burnt Mill Creek
Mineral Springs Branch
Alligator Creek
Greenfield Creek
Greenfield Lake
Silver Stream Branch
Clay Bottom Branch
Jumping Run Branch
Squash Branch
Brunswick River
Sturgeon Creek
Mill Creek
Rowell Branch
Banton Branch
Redmond Creek
Jackeys Creek
Piney Branch
Mallory Creek
Little Mallory Creek
(Beaverdam Branch)
Barnards Creek
Town Creek (Rattlesnake
Branch)
Turkey Branch
Lewis Swamp
Tompkins Branch (Tomo-
lin Branch)
Lewis Branch
Beaverdam Swamp
Rock Creek
Russells Creek
Rice Creek
Mill Creek
Swain Branch
Hickman Branch
Willet Branch
Harris Swamp
Bell Swamp
Cherry Tree Swamp
From
source
to
Rileys Creek
C
Sw
From
source
to
Rizzo Creek
C
Sw
From
source
to
Rileys Creek
C
Sw
From
source
to
Rileys Creek
C
Sw
From
source
to
Rileys Creek
C
Sw
From
source
to
Long Creek
C
Sw
From
source
to
Long Creek
C
Sw
From
source
to
Mill Creek
C
Sw
From
source
to
Long Creek
C
Sw
From
source
to
Northeast Cape Fear River
C
Sw
From
source
to
Northeast Cape Year River
C
Sw
From
source
to
Northeast Cape Fear River
C
Sw
From
source
to
Northeast Cape Fear River
C
Sw
From
source
to
Northeast Cape Fear River
C
Sw
From
mouth
of Ness Creek to Cape Fear River
SC Sw
From
source
to
Northeast Cape Fear River
C
Sw
From
source
to
Northeast Cape Fear River
C
Sw
From
source
to
Smith Creek
C
Sw
From
source
to
Smith Creek
C
Sw
From
source
to
Burnt Mill Creek
C
SW
From
source
to
Cape Fear River
SC Sw
From
Greenfield
Lake to Cape Fear River
SC Sw
Entire
Lake
C
Sw
From
source
to
Greenfield Lake, Green-
C
Sw
field
Creek
From
source
to
Greenfield Lake, Green-
C
Sw
field
Creek
From
source
to
Greenfield Lake, Green-
C
Sw
field
Creek
From
source
to
Greenfield Lake, Green-
C
Sw
field
Creek
From
source
to
Cape Fear River
SC
From
source
to
Brunswick River
C
Sw
From
source
to
Sturgeon Creek
C
Sw
From
source
to
Mill Creek
C
Sw
From
source
to
Mill Creek
C
Sw
From
source
to
Brunswick River
SC
Sw
From
source
to
Brunswick River
C
Sw
From
source
to
Jackeys Creek
C
Sw
From
source
to
Cape Fear River
C
Sw
From
source
to
Mallory Creek
C
Sw
From source to Cape Fear River C Sw
From source to Cape Fear River C Sw
From source to Town Creek C Sw
From source to Town Creek C Sw
From source to Lewis Swamp C Sw
From
source
to
Lewis
Swamp
C
Sw
From
source
to
Town
Creek
C
Sw
From
source
to
Town
Creek
C
Sw
From
source
to
Town
Creek
C
Sw
From
source
to
Town
Creek
C
Sw
From
source
to
Rice
Creek
C
Sw
From
source
to
Mill
Creek
C
Sw
From
source
to
Mill
Creek
C
Sw
From
source
to
Mill
Creek
C
Sw
From
source
to
Mill
Creek
C
Sw
From
source
to
Mill
Creek
C
Sw
From
source
to
Bell
Swamp
C
Sw
01/1 /2ow)Q:Ii An

Erosion and Sedimentation Control
1.01 General: The contractor shall be responsible for erosion and sedimentation
control within the construction limits; for prevention of sediment laden runoff leaving the
construction limits or entering ditches, streams or water impoundments; and for
implementation of necessary erosion and sedimentation control measures to meet the
requirements of the North Carolina Department of Environment, Health, and Natural
Resources. The Contractor shall also be responsible for all damages or fines resulting
from erosion or sediment laden runoff in the execution of his contract.
1.02 Construction Sequence: While the use of erosion and sedimentation control
devices is especially important on areas of steep topography, easily erodible soils and
sites in close proximity to water courses throughout the construction period, the control
measures should be installed prior to the commencement of land clearing and shall be
fully maintained and periodically inspected until final restoration and stabilization is
completed. Unrestored cleared areas shall be kept to a minimum. Disturbed areas
ahead of construction shall only be accomplished on those segments for the shortest
practical distance as required for continual progress.
Final restoration shall not be delayed until completion of the project but will be carried
out in phases as the work proceeds. Under no circumstances will any areas be left
denuded for more than (30) thirty calendar days without some form of stabilization until
final restoration is complete.
1.03 Sedimentation: Control Measures: The following are some of the sediment
control devices or measures that may be required to prevent sedimentation of streams,
water courses, or drainage structures:
1. Earth berms and/or diversion and intercept ditches.
2. Sediment traps
3. Filter berms
4. Filter inlets
S. Silt fences - not to be placed in streams or ditches perpendicular to flow.
6. Check dams gravel filter
7. Gravel construction exit
1.03.1 Erosion Control Measures: Some of the soil erosion control measures which
may be required in this contract are:
l . Earth slope protection
2. Diagonal water break diversion berms
3. Diversion channels
4. Preservation of existing vegetation
Storm inlet protection

6. Stream crossings
7. Energy dissipators
8. Matting of re -seeded areas
1.03.2 Detail Drawing: Examples of sedimentation and erosion control details are
shown in these plans for installation at locations designated in the plans or as otherwise
required by the regulating agency, or the owner as work proceeds.
1.04 Stream Protection: Where construction activities are necessary in close
proximity to streams, and other waterways, they shall be performed in a manner that
does not contribute to degradation of or blockage of the stream -flow. In order to prevent
possible degradation or blockages, the contractor shall be required to:
1. Keep all construction debris, excavated materials, brush, rocks, refuse and topsoil
as far from these waterways as possible. Restrict machinery operation or stream
crossings in waterways to the extent necessary for construction of utilities crossings.
2. If construction work areas are necessary in a waterway, they shall be protected as
indicated on the plans.
3. If temporary roadways are essential for the construction activities, they shall be
constructed of soils which are not highly erodible materials and must not span more than
half way across the water course or wetland area at any one time unless otherwise
approved by the Engineer. These temporary roadways shall be entirely removed as soon
as their requirement is met. Work in these areas shall follow the requirements of the
Corp of Engineers or CAMA permit, or plans as applicable.
1.05 Construction Access: The travel of equipment to and from the construction
areas shall be minimized not only to protect areas that will not be denuded, but also to
prevent the spreading of sediment within and outside of the construction areas.
Therefore, special construction equipment travel corridors will be established for this use
and instructions shall be issued for their use. Use of these corridors must be fully
enforced. Other non -essential traffic will be restricted or discouraged. Indiscriminate
and convenience traffic shall not be allowed.
1.06 Stockpile/Barrow Areas: The Contractor shall be responsible for selecting,
obtaining and maintaining stockpile or borrow areas which he may require to complete
the contract. He is also required to design and incorporate all necessary sediment and
erosion controls measures necessary to prevent erosion and contribution of sediment to
adjacent areas. The Contractor is responsible to obtain all necessary permits or approvals
for borrow or spoil areas outside the construction limits.
1.07 Disposal of Excess Water From Excavations: The Contractor shall practice
management of excess water pumped from excavation to reduce the production and
spreading of sediment. Pumped water shall be discharged onto stabilized surfaces and
allowed to filter through existing vegetation if possible, otherwise, additional control

measures may be necessary. If ditches are required to remove pumped water from
construction excavations, they shall be given the same consideration as any other man-
made waterway and they shall be stabilized as to not degrade and produce sediment.
1.08 Excavation and Backfill: Excavation shall be closely controlled and all the
material removed from the excavation shall be selectively stockpiled in areas where a
minimum of sediment will be generated and where other damage will not result from the
piled material. Drainage ways shall be protected at all times and the placement of
material in Drainage ways for convenience shall not be allowed. Backfilling operations
shall be performed in such a manner that remaining trees are not damaged.
1.09 Final Grading and Seeding: Finish grading, topsoiling, seeding and/or sodding
shall be performed after the construction phase is complete. Permanent vegetation of the
areas, that have been disturbed, shall be re-established as rapidly as possible. If the
completion of the construction activities do not coincide with a season in which
permanent vegetation can be generated, an interim or temporary program is required.
This shall include soil conditioners and mulching as necessary for soil stabilization. In
any case, sediment and erosion controls shall be installed promptly and their maintenance
assured.
1.10 Approval: The approved Erosion Control Plan will be provided by the Owner.
Any standard conditions relating to soil erosion and sediment control issued to the
Contractor as a part of any permits shall be available at the job site at all times.

REQUIRED FOND 51ZE:
The pond size must be 1800 cu. ft per acre tames the area of disturbance in
acres to function as a sediment control basin.
Area of disturbance= 1 .79 acres
(1 800 cflacre)X 1 .79 acres)=3222 sf
Proposed pond size at an elevation of 52 ft is 5588 sf x G' deep
33,528 sf > 3222 sf = size required OK
Therefore, the proposed wet pond will function as a sediment control basin
during construction.

OUTLET PROTECTION
DATE
DESIGN PHASE
DESIGN
4-21-00
PRELIM
CONSTR
1 x I
(�(
PROJECT NAME
PROJECT NO
6632 GORDON ROAD
405-09
REVISION
RECORD
�L
LOCATION
BY
NEW HANOVER CO., NC
JTK
OTHER
(SPECIFY)
CHECKED BY
PGD
Storm Outlet Structure
FES No.= 3
Pipe Dia= 18 in
Q10 = 4.20 cfs
V =
4.19 fps,
From Fig. 8.06.b.1:
From Fig. 8.06.b.2:
Zone
D50
DMAx
Riprap Class
Apron Thickness
Apron Length
Apron Width = 3xDia
1
= 4 in
- 6 in
A
9 in
6.0 ft
4.5 ft
Storm Outlet Structure
FES No.= 5
Pipe Dia= 24 in
Q10 = 7.50 cfs V = fps
From Fig. 8.06.b.1:
From Fig. 8.06.b.2:
Zone = 1
D5o
= 4 in
DMAx
= 6 in
Riprap Class
A
Apron Thickness
= 9 in
Apron Length
= 8.0 ft
Apron Width = 3xDia
= 6.0 ft
FES—RIPRAP.xIs LATEST REVISION: 05/08/2000 11:44 AM PAGE 1 OF 2

25
20
W,
S CL
� 15
Z 110
>- f 5
ESTIMATION OF STONE SIZE AND
DIMENSIONS FOR CULVERT APRONS
I
I
-
I
I
I
i
I
I
I
I
p 5 10 15 20 25
D o I N F T.
Step 1> Estimate flow velocity V. at culvert or
paved channel outlet,
Step 2> For pipe culverts Do is diameter.
For pipe arch, arch and box culverts and
paved channel outlets, D o s A 0, where
A a e cross sectlonal area of flow
at outlet.
For multiple culverts, use Do = 1.25 x D o
of single culvert.
Step 3> For apron grades of 10% or steeper, use
recommendations for next higher zone
(zones 1 thru 6)
Lo
�Z
APRON MATERIAL
LENGTH OF APRON
TO PROTECT
CULVERT
L1
TO PREVENT
SCOUR HOLE
L2
1
Stone Filling (Fine)
3 x D o
4 x D o
2
Stone Filling (Light)
3 x D o
6 x D o
3
Stone Filling (Medium)
4 x D o
8 x D o
4
Stone Flliing (Heavy)
4 x D o
8 x D o
5
Stone Filling (Heavy)
5 x D 0
10 x D 0
6
Stone Filling (Heavy)
6 x D o
12 x D o
7
Special study required (energy dlslpalors, stilling basin
or larger stone size.)

WET POND DATA SHEET
GG32 GORDON ROAD
FINAL POND DESIGN
DRAINAGE AREA (Ad) =
IMPERVIOUS AREA (Ai):
BUILDINGS:
ROAD5:
PARKING:
SIDEWALKS:
1.79 ACRES
0.44 ACRES
NEA
0.00 ACRES
0. G4 ACRES
0.03 ACRES
1 01
TOTAL: 1.1 1 ACRES
PERCENT IMPERVIOUS (1):
I = AcM � G 2.01 % 4—
POND# I SHALL BE G.0' DEEP AND DESIGNED TO REMOVE 90% T55.
5A/DA= 3.50%
REQUIRED SURFACE AREA AT PERMANENT POOL:
5AREQ_= O.OG2G5 AC. = 2729.03 SF
SURFACE AREA PROVIDED AT PERMANENT POOL (EL. 52)= 5588 SF
SA PROV'D= 5588 > 2729.03 =5A REQ'D OK
5.............................................................................................................................
MINIMUM REQUIRED VOLUME (SIMPLE METHOD BY TOM SCHUELER):
Rv=0.05+0.009'(1)
Kv= O. G081
VOLUME= 1 "*Rv'Ad = 0.09071 AC -FT
3951.2G ET ^ 3
POND# 1 DATA 5NEET
PAGE I Of 3
05/ 10/2000

VOLUME PROVIDED AT TEMPORARY POOL:
INCREM.
TOTAL
EL.
S_ A (5F)
VOL. CF
VOL. CF
52
5588
0
0
53
GG44
GIIG
GEIG
54
775G
7200
1331G
SET TEMP. POOL ELEVATION:
REQ'D EL. = 52. G993 -
U5E EL. = 52.7
VOL. PROV'D = 4251 CF
....................................................................................................................... ......
VOL. PROV'D= 4281 > 395 1 .2G =VOL. REQ'D OK
.............................................................................................................................:
FOREBAY 51ZING:
PERMANENT POOL VOLUME:
INCREM.
TOTAL
EL.
5A (5F)
VOL. CF
VOL. (CF)
4G
1095
0
0
47
1 G I G
1355.5
1355.5
48
2227
1921.5
3277
49
2928
2577.5
5554.5
50
3719
3323.5
9175
51
4000
4 1 G2.5
13340.5
52
5588
5097
18437.5
REQ'D VOLUME = 20% OF TOTAL
PERMANENT
BASIN VOLUME = 3G87.5 CF
POND# I DATA 5HEET
PAGE 2 OF 3
05/10/2000

CHECK fOREBAY VOLUME:
INCREM,
TOTAL
EL.
SA (SP)
VOL. (CP)
VOL. (CE)
48
5
0
0
49
85
45
45
50
2GG
175.5
220.5
51
555
410.5
G31
52
5558
3071.5
3702.5
PROV'D VOLUME = 3702.5 CF
VOL. PROV'D= 3703 > 3G88 =VOL. RFQ'D OK
ORIPICE SIZING: REQ'D DRAWDOWN TIME = 2-5 DAYS
Q2= 0.02287 CF5 (FOR 2 DAY DRAWDOWN)
Q5= 0.009 15 CF5 (FOR 5 DAY DRAWDOWN)
SELECT A 1 .0 INCH CIRCULAR ORIFICE, (PERM. POOL EL. = 52
Q PROV'D= Cd'A'(29h) ^ 112 WHERE: Cd= O.G
A= 0.00545 SP
g = 32.2 PP5/5
h= avg head:
= 0.32917
Q PROV'D= 0.01 507
�.............................................................
Q2> 0.01507 >Q5 OK
......................................................................
POND# I DATA 5MEET
PAGE 3 Of 3
05/10/2000

85% TSS REMOVAL IN COASTAL COUNTIES
(30 FOOT VEGETATED FILTER REQUIRED)
DEPTH
3'
3.5'
4.0'
4.5'
5.0'
5.5'
6.0'
6.5'
7.0'
7.5'
IMP %
10%
.9
.8
.7
.6
.5
0
0
0
0
0
20%
1.7
1.3
1.2'
1.1
1.0
9
.8
.7
.6
.5
30%
2.5
2.2
1.9
1.8
1.6
1.5
1.3
1.2
1.0
.9
40%
3.4
3.0
2.6
2.4
2.1
19
1.6
1.4
1.1
1.0
50%
4.2
3.7
3.3
3.0
2.7
2.4
2.1
1.8
1.5
1.3
60%
5.0
4.5
3.8
3.5
3.2
2.9
2.6
2.3
2.0
1.6
70%
6.0
5.2
4.5
4.1
3.7
*3.3
2.9
2.5
2.1
1.8
80%
6.8
6.0
5.2
4.7
4.2
3.7
3.2
2.7
2.2
2.0
90%
7.5
6.5
5.8
5.3
4.8
4.3
3.8
3.3
2.8
1.3
100%
8.2
7.4
6.8
6.2
5.6
5.0 -
4.4
3.8
3.2
2.6
* Rcvista 10/31/97
90% TSS REMOVAL IN COASTAL COUNTIES
(NO VEGETATED FILTER REQUIRED)
DEPTH
3'
3.5'
4.0'
4.5'
5.0'
5.5'
6.0'
6.5'
7.0'
7.5'
IMP %
10%
1.3
1.0
.8
.7
.6
.5
.4
.3
.2
.1
20%
2.4
2.0
1.8
1.7
1.5
1 A
1.2
1.0
.9
.6
30%
3.5
3.0
2.7
2.5
2.2
1.9
1.6
1.3
1.1
.8
40%
4.5
4.0
•3.5
3.1
2.8
2.5
2.1
1.8
1.4
1.1
50%
5.6
5.0
4.3
3.9
3.5
3.1
2.7
2.3
1.9
1.5
60%
7.0
6.0
5.3
4.8
4.3
3.9
3.4
2.9
2.4
1.9
70%
8.1
7.0
6.0
5.5
5.0
4.5
3.9
3.4
2.9
2.3
80%
9.4
8.0
7.0
6.4
5.7
5.2
4.6
4.0
3.4
2.8
90%
10.7
9.0
7.9
7.2
6.5
5.9
5.2
4.6
3.9
3.3
100%
12.0
10.0
8.8
8.1
7.3
6.6
5.8
5.1
4.3
3.6

SIZE PRINCIPAL SPILLWAY AND EMERGENCY SPILLWAY
TO PA55 10 YEAR - 24 HOUR STORM EVENT
DRAINAGE AREA = 1.79 AC
(MPERVIOU5 = G2.0%
Cc = 5UM(CA)/5UM(A)
W'dEKE C IMPERVIOU5 =
C PERVIOUS =
DE51GN STORM EVENT =
RAINFALL_ INTENSITY = G.3
TOP Or OUTLET 5TKUCTURE=
INVERT Of OUTLET 5TRUCiURf
TOP OF POND ELEVATION =
DIMENSIONS OF OUTLET 5TRUCTt
TOP OF SPILLWAY =
TOP EL. = 52.7
INVERT = 49.G
0. GG505
0.95
0.2
10-year,
10 minute duration
IwNR
52.7
M5L
49. G
M5L
54
M51_
4'
TOP OF DIKE = 54
WIDTH OF EMERGENCY 5PILLWAY
10.0' TOP OF DIKE = 54
TOP OF SPILLWAY = 53.5
Q rCq = Cc I A = 7.50 d5 F MNCIPAL 5PILLWAY TO PA55 REQUIRED 10 YEAR 5TORM EVENT
POND91 DATA SHEET
05/ 1012000

QHF�I f=OR_F�W CAPACITY Of BAIL
HW = 2.90
Dia. Of outlet pipe = 2.0
Hw/DfA. = 1.45 r
Q=CA(2 1h) ^. 5xNb 27.9OG5 cfs Where C=O.G5 (Groove -end with headwall)
Nb=number of barrels= ! barrels
•..........................................................................................................................L
Q prrn= 27.91 cfs > 7.50 cfs =Q req OK
.............................................................................................................................:
-CHlS FQRFLQ.W CAPACITY OF R15f-
Q prrn = Cw L 11 ^ 3/2 = 37.78OG CF5 Where Cw=3.3 (5harp-cre5ted weir)
....................... ....... ...................... ........................................................................
y
Q prin= 37.75 cfs > 7.50 cfs =Q req OK s
.............................................................................................................................:
F�K_F�R �LQW�APA�fTY OF CMCRGFNCY SPILLWAY FOR 25 YFAR STORM
RAINFALL INTEN5ITY = 7. 13 IWHR
Q req = Cc I A = 5.49 cfs f-- EMERGENCY SPILLWAY TO PA55 REQUIPED 25 YEAR 5TORM EVENT
Q emergency = Cw L H ^ 3/2 = 1 O.G I cfs Where Cw=3.0 (Broad -crested weir)
................................................... ............. ......................................
ti
Q emer= IO.G1 cF5 > 5.49 cF5 =Q req OK:
.............................................................................................................................:
POND#1 DATA SHEET
0511 G12000

ArJA
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
November 19, 2009
M,r. Tom Carter
5700 Oleander Drive
Wilmington, NC 28403
Division of Water Quality
Coleen H. Sullins
Director
Subject: 'Session Law 2009-406 — Permit Extension
Stormwater Permit #SW8 000526
High Density — Expostar Portable Displays
New Hanover County
Dear Mr. Carter:
Dee Freeman
Secretary
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any
development approval issued by the Division of Water Quality under Article 21 of
Chapter 143 of the General Statutes, which is current and valid at any point between
January 1, 2008, and December 31, 2010. The law extends the effective period of any
stormwater permit that is set to expire during this time frame to 3 years from its current
expiration date.
Accordingly, Stormwater Permit # SW8 000526, which was set to expire on
September 21, 2010, is now in effect until September 21, 20.13. Please resubmit the
renewal application and fee at least 180 days prior to September 21, 2013, which
would be March 21, 2013. A copy of the Renewal Application can be obtained from the
following website: http://h2o.enr.state.nc.us/su/bmp forms.htm.
If you have any questions, please contact the Division of Water Quality in the
Wilmington Regional Office at 910-796-7215.
Sincerely,
,c ? -a-0, ,S
Georgette Scott
Stormwater Supervisor
Division of Water Quality
S:\WQS\STORMWATER\RENEWAL\SL2009-406\000526.novO9
CC'. Wilmington Regional Office
Central Files
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 One
Phone: [phone] FAX. [phone] Customer Service: 1-877-623-6748 N orth C aro li n a
Internet: www.ncwaterquality.org �aturalCr�
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State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
,lames B. Hunt, ,Ir., Governor
Bill Holman, Secretai-y
Division of Water Quality
.tune 22 2000
Mr. Tom Carter, Owner
5700 Oleander Drive
Wilmington. NC 28403
Subject: ACKNOWLEDGMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 000526
Expostar Portable Displays
New Hanover Count,
Dear Mr. Carter:
The Wilmington Regional Office received a Stormwater Management Permit Application for Expostar
Portable Displays on May 11, 2000. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
I. Please report small areas in square feet rather than acres on the application. It makes it much
easier to verify the numbers.
2. What is the normal water level in -the receiving ditch? Please keep in mind that blockages and/or
flooding problems in outlet ditches will not be considered as justification for not providing the
required 2-5 day.drawdown time. Please make sure that the effect of a high water level in the
ditch has been considered in the design of this pond.
Please provide sufficient contours and spot elevations in the parking lot to verify drainage into
the pond.
4. Please reduce the 6" o.c. rebar for the trashrack to no more than 3)%4".
The calculations indicate that the volume provided at elevation 52.7 is 4,182 cubic feet, but it
appears that number is based on the average surface area between 52 -and 53, not 52 and 52.7.
Pleas:; corrcrt. Whi2c :sufficient volume is still provided using the average surface are between 52
and 52.7, the error must be corrected. Please submit a revised and settled page 2 of 3.
127 Cardimil Dr. Ext., Wilmington, North Carolina 28405 "Telephone [phone] FAX [phone]
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Mr. Carter
June 22. 2000
Storrilwater Project No. SWS 000526
----------------------------------------------
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 July 221. 2000, or the application will be
returned as incomplete. The return of a project will necessitate resubmitta] 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 (late 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 tinder 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,
GC,06"
Linda Lewis
Environmental Engineer
R'SS` ' S:1WQS\STORMVIATADDiTgF01000526.JUN
cc: Linda Lewis
Davis Fennell, P.E.
127 Cardinal Dr. Ext., Wilmington, forth Carolina 28405 Telephone [phone]{}0 FAX )]0-350-2004
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