SW8991140_HISTORICAL FILE_20121105

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW Sn��
DOC TYPE j ❑ CURRENT PERMIT
❑ ' APPROVED PLANS
HISTORICAL FILE
ElCOMPLIANCE EVALUATION INSPECTION
DOC DATE��llj
YYYYMMDD

SIGN UP SHEET
SCOPiNG MEETING 1%)e 1'R'!l 1C0
---------------------------------------------------------------------------------------------------------------------
Belville Redevelopment Plans
Brunswick County
--------------------------------------------------------------------------------------------------------------------------------------------
11/5/2012
Name
Agency
Phone
Email
Cameron Weaver
NCDENR-DEAD
910-796-7303
Cameron.weaver{n)ncdenr.goV
.less] Baker
DMF
252-808-8064
Jessi.Baker@nc�ir.gov
Fritz Rohde
NMF
252-838-0828
f=ritz.lZohde( noaa.g; v
Maria Dunn
WRC
252-948 3916
Maria. Dunnnncwildl1fe.org
Heather Coats
DCM
910-796-7424
1-leather.Coats(ri)ncdenr.LoV
Debbie Wilson
DCM
910-796-7266
Debra. Wilson'•ncdenr. Jov
Shaun Simpson
DCM
910-796-7226
Shaun.Sinisonnncdenn m,
Dave Timpy
USACE
910-251-4634
David. L.Tim (a�usace.arrn y.mil
Linda Lewis
DWQ-SW
910-796-7301
Linda.Le�visniicdcnr.,,,ov
Linda Willis
DWQ-NPDES
910-796-7343
Linda.Willisnncdenr. v
Chad Coburn
DWQ-401
910-796-7379
Chad.Coburnnnedenr. jov
Brigit Flora
Brunswick Co.
Engineering
910-253-4502
Bflora a brunsco.net
DLR
910-796-71 -'-
-R�- E- ainCc�denr.7ov
ef
Diane Williams
DWR-PWS
910-796-,7i66-
-l4- i rne:�. '' a,ncden_ rT#�o�°
IaeV" 1*-Anke e
DWQ-Collection
910-796-7333
'men ce,ncdenr.!-,ov
de2r►.hu�k e. .
�rlrZ1 � �L. L,S�I f��
4-1 w �l
�� i� -`� � � . �✓`�'f
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i e]L
0110 C 3":TOU
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*By Conference Call
NCDENR
WILMINGTON REGIONAL OFFICE
127 CARDINAL DRIVE
WILMINGTON, NC 28405
910-796-7215, FAX [phone]

4'jA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
March 18, 2011
Mr. Cameron W. Lee, Jr., PE, Director
NCDOT General Services Division
P. O. Box 25201
Raleigh, NC 27611
Subject: Permit Extension, Session Laws 2009-406 and 2010-177
Stormwater Permit #SW8 991140
High Density — Wilmington Bridge Maintenance Yard
Division Ill, East Side
Brunswick County
Dear Mr. Lee:
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 three (3) years from its
current expiration date. On August 2, 2010, the Governor signed Session Law 2010-
177 which grants an extra year for a total of four (4) years extension.
Accordingly, Stormwater Permit # SW8 991140 which has already expired on March 6,
2010, is now in effect until March 6, 2014. Please resubmit the renewal application and
fee -at least 180 days prior to March 6, 2014, which would be September 6, 2013. A
copy of the Renewal Application can be obtained from the following website:
hftp-1/portal.ncdenr.org/web/wq/ws/su/statesw/forms—docs.
If you have any questions, please contact the Division of Water Quality in the
Wilmington Regional Office at 910-796-7215.
Sincerely,
'D. S'sw
Georgette Scott
Stormwater Supervisor
Division of Water Quality
S:1WQSISTORMWATERIRENEWALISL2009-406 2010-1771991140.mar11
cc: Wilmington Regional Office
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Caroiina 28405 One
Phone: [phone] FAX: [phone] I Customer Service: 1-877-623-6748 No rth C aro 1 i na
Internet: www,ntVralerquaiity.org Aatl4ullr/
An Equal Opportunity 1 Affirmative Action Employer

A��
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverley Eaves Perdue Coleen K 5ugins
Govemor Director
June l 1, 2009
Mr. Cameron W, Lee, Jr., PE, Director
NCDOT General Services Division
P. O. Box 25201
Raleigh, NC 27611
Subject. Stormwater Permit No. SW8991140
Wilmington Bridge Maintenance Yard
Division tll, East Side
Brunswick County
Dear Mr. Lee:
Dee Freeman
Secretary
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8991140 to Wilmington
Bridge Maintenance Yard Division III, East Side for a High Density Project on March B, 2000. This permit expires on
March 8, 2010. Section .1003(h) of 15 A NCAC 2H .1000 (the stonnwater rules) requires that applications for permit
renewals shall be submitted 180 days prior to the expiration of a permit and must be accompanied by a processing fee,
which is currently set at $505.00. If this is still an active project please complete and submit the enclosed renewal
application in a timely manner. If this project has not been constructed and a permit is no longer needed, please submit a
request to have the permit rescinded. If you have sold the project, or are no longer the permittee, please provide the
name, mailing address and phone number of the person or entity that is now responsible for this permit. Enclosed Is a
form for change of ownership, which should be completed and submitted if the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted treatment units a
certification of completion be submitted to the Division from an appropriate designer for the system installed. This is to
certify that the permitted facility has been installed in accordance with the permit, the approved plans, specifications and
supporting documentation. Please include a copy of the certification with your permit renewal request and processing fee.
Enclosed is a copy of a sample certification. Also enclosed is a new Operation and Maintenance agreement that should
be completed and submitted along with your renewal application.
You should be aware that failure to provide the Designer's Certification and the operation of a stormwater treatment
facility without a valid permit, are violations of NC General Statute 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $10,000 per day.
If you have any questions, please feel free to contact David Cox at 910-7W7318.
Si
Georgette Scott, Stormwater Supervisor
Surface Water Protection Section
Wilmington Regional Office
Enclosures
cc: Wilmington Reglonal Office
127 Cardnal Drive Extension, Wilmington, NC 2UM
PHORE: (910) 7W72151FAX: (910) XD-2004
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January 17, 2000
CRISER & TROUTMAN CONSULTING ENGINEERS
RECEIVED
JAN 18 2000
BY: _
Celebrating
Filly Ycars
Ms. Linda Lewis
Division of Environmental Management
N. C. Department of Environment and
Natural Resources
1.27 North Cardinal Drive
Wilmington, NC 28405-3845
Re:
Dear Ms. Lewis:
NCDOT Yard - Belville
SW8 991140
We have revised the plans to include the items in your review letter as follows:
1. The permanent pond dimensions are shown on Sheet C-6.
2. The 30-foot vegetative filter has been relocated to an area farther from the
wetlands and we now have the required length.
3. The amount of existing impervious area that presently flows untreated to the
river is 1.1.3 acres (see Sheet C-1). The new project intercepts all but 0.15 acres of
the existing impervious area and directs it to the pond for treatment (see Sheet
C-4). We had to extend the collection system to the location shown. The grades
do not allow us to put it farther down the ramp.
4. We have initialed Page 4.
5. We used the minimum 1" volume in the revised calculations.
6. The revised impervious percentage is based on the new impervious area and
deletes the existing impervious areas.
7. The figures for impervious are now in square feet.
8. The area of the project (4.3 acres) is highlighted on Sheet C-4.
9. Spot elevations are highlighted on Sheet 4.
P.O. BOX 3727 + 3809 PEACHTREE AVENUE, SUITE 102 0 WILMINGTON, N.C. 26406 • [phone] • FAX [phone]

j
Ms. Linda Lewis
N. C. Division of Environmental Management
January 17, 2000
Page 2
Please advise if you need more information.
Sincerely yours,
Donald R. Butler, P. E.
GGB/4807
E nc.

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
February 11, 2000
Mr. Cameron W. Lee, Director
NCDOT General Services Division
PO Box 25201
Raleigh, NC 27611
�•o
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE5ouRcE5
Subject: ACKNOWLEDGMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SWS 991140
NCDOT Division 3 Bridge Maintenance Yard, Belville
Brunswick County
Dear Mr. Lee:
The Wilmington Regional Office received a Stormwater Management Permit Application far NCDOT
Division 3 Bridge Maintenance Yard, Belville on January 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:
The grading shown for the vegetated filter suggests that it will be more of a swale rather than
a flat grassed area. A swale is not acceptable for a vegetated filter. Please show the 7 contour
straight across the filter, at right angles to the sides, not pointing upstream. The idea is to spread
the flow out over the grass, not channelize it.
2. The total impervious area shown on the application appears to be a typo- 94,691, is reported,
but if you add up the numbers shown in the breakdown area, they total 94,962 ftz. The total
BUA reported in the lower section of the breakdown area is what gets carried to the upper
section. If 94,691 is the total BUA that will drain to the pond, please revise the breakdown
portion of the application to add up to 94,691. If 94,962 is the actual BUA to the pond, please
correct the total on the application. Please note that the calculations use 94,961 ft2, so if you
change the total to 94,691, you will also need to revise the calculations.
The minimum required surface area is 5,123 ft2, but you now show on the supplement that only
5,103-ft2 is provided, rather than the 5,791 ft2 previously reported. Please provide additional
surface area. Additionally, if you calculate the area as shown in the permanent pool dimension
detail, it adds up to 5,362 ft', not 5,103. Please clarify, recalculate, and revise where needed.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper

Mr. Lee
February 11, 2000
Stormwater Project No. SW8 991140
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 March 11, 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 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 I43-215.1 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,
41� , _,C�
Linda Lewis
Environmental Engineer
RSSlarl: S:1WQSISTORMWATIADDINF01991140.FEB
CC' Linda Lewis
Don Butler, P.E.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

t
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.�.� •� :.� ;r�� ��u�:���- ;:� . �,� N �OFFICE:Us>✓:oNLY:.�..r
mate Received
Fee Paid
Permit dumber
- z - 157?9
_e o
State of North Carolina
Department of Environment and Natural Resources i N1 IV 2 � 4cao
Division of Water Quality__
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an originaI
EAST SIDE
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
N. C. Department of Transportation
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Cameron W. Lee, Jr., P. E., Director, General Services Division
3. Mailing Address for person listed in item 2 above:
P. 0. Box 25201
City: Raleigh State: _NC Zip: 27611
Telephone Number: 919 715-0400
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Wilmington Bridge Maintenance Yard Location - Division Three
5. Location of Project (street address):
N. C. Highway 133
City:_ Belville _ _ County: Brunswick
6. Directions to project (from nearest major intersection):
Old N. C. Highway 133 through Belville toward Southport
7. Latitude: 34-13-48
Longitude: 7 7-59-17 of project
8. Contact person who can answer questions about the project:
Name: Cameron W. Lee - Telephone Number: (^919 715-0400 _!
II. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal Modification
Form SWU-101 Version 3.99 Paoe 1 of

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the %
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density ✓ High Density Redevelop General Permit -Other
4. Additional Project Requirements (check applicable blanks):
�CAMA Major ✓Sedimentation/ Erosion Control �404/401 Permit �NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION EAST SIDE WET POND
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
Storm water collected from roads and directed to wet pond.
2. Stormwater runoff from this project drains to the
4.3 east
3. Total Project Area: 12 - 03 west acres
5. How many drainage areas does the project have? 2
Cape Fear
4. Project Built Upon Area:
River basin.
o�
0
r'
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
East Side
r
&Sznhlnformatzo'Drainage
Aiea l�
Drainage Area:,
Receiving Stream Name
Brunswick River
Receiving Stream Class
SC
Drainage Area
4.3. acres P 7
ExistinE Inn envious* Area
0.02 TI
Pro osed Im ervious'Area
2.149
% Impervious* Area (total)
5&,7
%� exviasSuifaceAreaf' ' °f
�� .. .,..
Drainage Areal ��
.as.,a9».. aa:zv;ti: rs.rr.
Drarnage Area 2a
On -site Buildings
0.31 acre J3 S of-5'
On -site Streets
0.66 ZFr 7s o
On -site Parking
1.16 So 53 0
On -site Sidewalks
0.05 z
Other on -site
0
Off -site
0
Total: 2.18 q q
Total:
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 199 Page 2 of 4

Permit No._5�f�S��
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: Wilmington Bridge Maintenance Yard — Division 3
Contact Person: D. J. Bowers, P. E. Phone Number: ( 910 ) 251-5724
For projects with multiple basins, specify which basin this worksheet applies to: East. side
elevations
Basin Bottom Elevation
3
ft.
Permanent Pool Elevation
8
ft.
Temporary Pool Elevation
9.5
ft.
areas
Permanent Pool Surface Area
1'a
sq. ft.
Drainage Area
4.3
ac.
Impervious Area .
2.16
ac.
volumes
Permanent Pool Volume
2.85
cu. ft.
Temporary Pool Volume
,2-N _
cu. ft.
Forebay Volume
2,215
cu. ft.
Other parameters
SA/DA1
2.7
Diameter of Orifice
;-I /.1
in.
Design Rainfall
1
in.
Design TSS Removal 2
85
%
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required)
(minimum 85% required) '
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious 9v and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR Bi1P manual provides design tables for both 85`!o TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST EAST SIDE — WET POND
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
Ld a.
b.
C.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The forebay volume is approximately equal to 209o' of the basin volume.
The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
l _ m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) Vdoes 0 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does Wdoes not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Paoe 2 of 4

CRISER & TROUTMAN CONSULTING ENGINEERS
�.� ■EENNON010.
moon.,�
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Y,�,l
February 2-2, 2000
0
MEMORANDUM: ��_�M F`.T�
TO: Linda Lewis
NCDEM Wilmington
RE: NCDOT Division 3
Project No. SW8 991140 - Brunswick County
E E 8 2 2 2000
cdchraling
Filly Wall
In reference to your review letter of February 11, 2000, we have revised the
drawings and permit data as follow:
1. The Elevation 7 contour has been drawn at the end of the vegetated filter.
2. I did transpose the numbers on the permit. The data in the calculations is correct.
The total is 94,962 square feet.
3. In the last review letter, the impervious area was changed to account for the
existing impervious area and the percent impervious was adjusted from 52.23%
down to 50.7%. The surface area (5,791 sf) of the permanent pool was reduced
accordingly after we re -drew the pond.
When we use the acreage of 4.3 and interpolate for the 50.7% and recalculate the
minimum surface area, we get 5,188 sf which is near your 5,123 sf. The dimensions on
the detail sheet show 5,362 sf. When AutoCAD checks the areas with the radii at the
ends of the contours, the surface area is slightly less but is more than 5,188.
Please advise if you need more data.
CRISER & TROUTMAN CONSULTING ENGINEERS
U&J Donald R. Butler, P. E. `�/fA '. / D f (f S� .„
VI G�4-C Y
GGB/4$07 Bin/
Enc.
P.O. BOX 3727 • 3809 PEACHTREE AVENUE, SUITE 102 0 WILMINGTON, N.C. 28406 • [phone] • FAX [phone]

epartment of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
December 21, 1999
Mr. Cameron W. Lee, Director
NCDOT General Services Division
PO Box 25201
Raleigh, NC 27611
1 • s
NCDENR
NORTH CAROLWA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGMENT OF RECEIPT'AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 991140
NCDOT Division 3 Bridge Maintenance Yard-Belville
Brunswick County
Dear Mr. Lee:
The Wilmington Regional Office received a Stormwater Management Permit Application for NCDOT
Division 3 Bridge Maintenance Yard-Belville on November 29,1999. A preliminary review of that information
has determined that the application is not complete. The following information is needed to continue the
stormwater review:
Please provide the dimensions for each side of the figure created by the permanent pool contour.
2. The 30' of vegetated filter should be provided parallel with the flow. The detail provided
2 indicates only 20' of grass after the riprap, but a 30' width. The width is determined by.the
flowrate, and is not automatically set at 30'. See the enclosed detail.
3. The area around the rear of the site at the boat ramps is allowed to sheet flow into the river
without treatment. The rules require that all runoff from impervious areas be treated, however,
0j the site is being partially redeveloped. Please provide a calculation which demonstrates that the
new runoff volume into the river is less than or equal to the existing amount of runoff into the
river. Please delineate the before and after drainage areas for this calculation. If this requirement
cannot be met, please provide additional stormwater control measures for the runoff. You may
want to consider a sand filter, which is ideal for this type of application. Sand filters are small
and do not need to meet the 2' separation from the water table because they have an impervious
bottom. The BMP document distributed at the workshops outlines all the design requirments.
✓ 4. Please initial page 4 of 4 of the application.
5. As discussed at the workshops, please use the minimum 1" volume to size the orifice, not the
volume actually provided.
,/ 6. Please recalculate the percent impervious and required volume. Based on 2.18 acres of
impervious and a4.3 acre drainage area, the percent impervious is only 50.7%, not 52.23%. This
will then reduce the required volume, and ultimately the orifice size needed.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. Lee
December 21, 1999
Stormwater Project No. SW8 991140
r/ 7 As discussed at the workshops, please report the impervious areas on the breakdown part of the
application in square feet. For small numbers, it is more accurate, and easier for us to verify a
square footage.
��O� �, �`� 8. Please delineate (highlight) the 4.3 acre drainage area.
,/. 9. Please provide proposed spot elevations to indicate the elevations of the parking lot edges, high
points and low points, and to help me determine drainage flow patterns.
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 January 21, 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 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 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,
Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWATIADDINF01991140.DEC
cc: Linda Lewis
Don Butler, P.E.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] - FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper