SW7080818_HISTORICAL FILE_20210615

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
col. L 01p �S
YYYYMMDD

ROY COOPER
Governor
JOHN NICHOLSON
Interim Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
June 15, 2021
HT Carolina Colours, LLC
Attention: H. David Swain, Registered Agent
1131 B Military Cutoff Road
Wilmington, NC 28405-4711
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7080818
Carolina Colours Shopping Center
Craven County
Dear Mr. Swain:
w a R-'0
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7080818 for a stormwater treatment system consisting of a
constructed Wetland System serving the Carolina Colours Shopping Center located on
Waterscape Way, New Bern, NC expires on December 30, 2021. This is a reminder that
permit renewal applications are due 180 days prior to expiration. We do not have a
record of receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Permit application forms for renewal can be found on our website at:
https://deq. nc.gov/about/divisions/energy-mineral-and-land-
resources/stormwater/stormwater-program/post-construction-2. North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit. Failure to maintain a permit subjects the owner to assessment of
civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
roger.thorpe cDncdenr.gov.
Sincerely,
®/ Roger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
r.omHc.+miw.
252.946.6481

LV M
NCDENR
North Carolina Department of Environment and Natural
Beverly Eaves Perdue
Governor
HT Carolina Colours LLC
David Swain
1121 Military Cutoff Rd, Suite P
Wilmington, NC 28405
Dear David Swain:
Division of Water Quality
Coleen H. Sullins
Director
March 8, 2010
wo—RO
Resources
Re: Failure to Provide Deed Restrictions
Stormwater Management Permit SW7080818
Carolina Colours Shopping Center
High Density
Craven County
Dee Freeman
Secretary
This letter is to inform you of certain conditions of your stormwater permit that have not been met. In accordance with
Title 15A NCAC 2H.100, the Stormwater Management Regulations, deed restrictions and protective covenants are
required where lots will be subdivided and sold. Deed Restrictions and protective covenants are necessary to ensure that
the development maintains a "built -upon' area consistent with the applicable regulations governing the density level.
A DWQ file review confirms that copies of the recorded deed restrictions have not been provided to this Office. Failure to
record the required deed restrictions constitutes a violation of Permit Number SW7080818 which states "Deed restrictions
are incorporated into this permit by reference and must be recorded with the Office of Register of Deeds prior to the sale
of any lot. In addition, a copy of the recorded restrictions must be received by this Office within 30 days of the date of
recording. Recorded deed restrictions must include as a minimum certain statements related to stormwater management
as outlined in both the permit and the notarized statement signed by the applicant at the time of permit request submittal.
Please provide proof of these required deed restrictions to this Office at the address listed on the letterhead within 30 days
of receipt of this letter. If you have any questions regarding this matter, please contact Amy Adams at [phone].
Si ererely,
Amy A ms
Stormwater Compliance Coordinator
Washington Regional Office
Enclosures: Notarized Deed Statement
Cc: John Hennessy, NPS-ACOU
Central Files
WaRO Files t/
North Carolina Division of Water Quality Internet: www.ncwaterquglily.org
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone] One
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Permit Number
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119lff 197ol)
Applicable Rules: ❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
NOV 0 9 2009
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may 6e photocopied for use as an original r ;, . ' ,• t
L GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Carolina Colours Shopping Center
2. Location of Project (street address):
City:New Bern County:Craven Zip:28562
3. Directions to project (from nearest major intersection):
Hwy 70 (east) toward Havelock - RH on to West Thurman Road, then vere left onto Waterscape Way:
Shopping Center to be located on west -side (RH) appx. 1850' south of Thurman/ Waterscape intersection.
4. Latitude:35° 02' 04" N Longitude:77° 00' 45" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW 7080818 , its issue date (if known)9-11-08 and the status of
construction: ❑Not Started ®Partially Completed" ❑ Completed" "provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, n/a and the previous name of the project, if different than currently
proposed,n/a
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 30 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:Carolina Colours Shopping Center, Erosion and Sediment Control
Plan No. Crave-2009-014, September 4, 2008
Form SWU-101 Version 07July2009 Page I of 6

III. . CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: New Market HDS, LLC
Signing Official & Title:H. David Swain, Manager
b.Contact information for person listed in item la above:
Street Address:1121-P Military Cutoff Road
City:Wilmington State:NC Zip:28405
Mailing Address (if applicable):Same
City:
Phone: (910 ) 256-2211
Email:[e-mail]
State: Zip:
Fax: (910 ) 256-2171
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if
City:
Phone: ( )
Email:
State: Zip:
Fax:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: Claude Arnold
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address:1121-P Military Cutoff Road
City:Wilmington State:NC Zip:28405
Form SWU-101 Version 07July2009 Page 2 of 7

Phone: (910 ) 256-2211
Email:[e-mail]
Fax: (910 ) 256-2171
4. Local jurisdiction for building permits: CCty of New Bern
Point of Contact:iohnny Clark
IV. PROJECT INFORMATION
Phone #: (252 ) 639-2940
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The stormwater will be routed through a stormwater wetland followed by a vegetated Swale to achieve
85% TSS removal and 40% nitrogen removal.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.Identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph II — Post Construction
3. Stormwater runoff from this project drains to the
4. Total Property Area: 25.69 acres
River basin.
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area':
25.69 acres
Total project area shall be calculated to exclude thefollowing: the normal pool of imppounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean HiXh Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 =
9.. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area) ,
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Form SWU-101 Version 07July2009 Page 3 of 7

_-,.ih --f., u a.ra •r s
BasintInformation r =e *'
,...0
(,Drama e�AreaF;#
-,. w�,n, v�.�..
lDiaina e Area`W .`
,.-.,.., t .. ..:' s
,Drazna e Area.
t :._ ,.
Drama e Area=._;
Receiving Stream Name
Brice Creek
Stream Class *
SC,SW,NSW
Stream Index Number *
27-101-40-(7)
Total Drainage Area (sf)
1,084,534
On -site Drainage Area (sf)
1,084,534
Off -site Drainage Area (sf)
0
Pro osed Impervious Area*" (so
813,852
% Impervious Area" (total)
75
ce+Area
Im ervious Surfa__,
LIrama e
—btArea
_..__.
Are, ,Dram_.
On -site Buildings/Lots (sf)
67,956
On -site Streets (sf)
On -site Parking (sf)
278,551
On -site Sidewalks (so
14,717
Other on -site (sf)
Future (so
452,628
Off -site (so
Existing BUA*** (so
Total (sf):
813,852
* Stream Class and Index Number can be determined at: ham://h2o.enr.state.ne.us/bims/reports/reportsWB.html
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
***Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that is
to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Proiects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
fromhtro://h2o.enr.state.nc.us/su/bmp forms.htm.
Vt. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://h2o.enr.state.nc.us/su/bmp forms.htm. The complete application package
should be submitted to the appropriate DWQ Office. (The appropriate office may be found by locating project
on the interactive online map at http://h2o.enr.state.nc.us/su/msi maps.htm.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from http://h2o.enr.state.nc.us/su/bmp forms.htm.
I ls
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants _
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M h el
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org[,pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
Form SWU-101 Version 07July2009 Page 4 of 7

5.
A detailed narrative (one to two pages) describing the stormwater treatment/management for
the project. This -is required in addition to the brief summary provided in the Project
6.
Information, item 1.
A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1h mile of the site boundary, include the'h
mile radius on the map.
7.
Sealed, signed and dated calculations.
8.
Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
9.
p. Vegetated buffers (where required).
Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xl l" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].) S�
�_
10.
A copy of the most current property deed. Deed book: Page No:
11.
For corporations and limited liability corporations (LLC): Provide documentation from the NC_
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://viww.secretary.state.nc.us/Coiporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
htto://h2o.enr.state.nc.us/su/bml2 forms.htm#deed restrictions. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
Form SWU-101 Version 07July2009 Page 5 of 7

VIII, CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Eric 1. Frank, PE
Consulting Firm: McKim & Creed, PA
Mailing Address:2807 Neuse Boulevard, Bldg 5
City:New Bern State:NC Zip:28562
Phone: (252 ) 633-5899
Email:[e-mail]
Fax: (252 ) 633-6551
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item IN to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the proper. o ner. As the rope rty owner, it is my responsibility to notify DWQ immediately and submit a
completed N eNfe
h ge Form within 30 days; otherwise I will be operating a stormwater treatment
facility withe t I understand that the operation of a stormwater treatment facility without a valid
permit is a vi la ' eral Statue 143-215.1 and may result in appropriate enforcement action including
the assessme of up to $25,000 per day, pursuant to NCGS 143-215.6.
i
Date: �6,3016
1, Doh na R n v1 O n , a Notary Public for the State of UOti-i ki � (;A�i. County of
anoJeF do hereby certify that R DAQ 1 5W %{ 1ft) personally appeared
before me this 3 Dday of (9 044 0— a 00 , and ackrygwledge the due execution of the application for a
stormwater permit. Witness my hand and official seal, '/L
aorAgy
do.
AU6l.1G
SEAL
My commission
///ZZ / Zo/3
Form SWU-101 Version 07July2009 Page 6 of 7

X. . APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 2) H.David Swain
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project w e d in conformance with the approved plans, that the required deed restrictions
and protecti enants i ee ecorded, and that the proposed project complies with the requirements of the
applicable st r a{rer ru s rT�er 15A NCAC 2H .1000, SL 2006-246 (Ph. II -Post Construction) or SL 2008-211.
Date: fin/ 0 0
I, 1__,b ()Vk0 K �YxyYOYN a NotaryPublic for the State of ND N h County of
NUU UQV\WEf_ do hereby certify that iA D k J 10 J % I k) personally appeared
before me this 3Dday of DL F .200 and ac owledge the dduee execution of the application for a
stormwater permit. Witness my hand and official seal, ��/il/� X le�-
a
�pTA/ Y
oo.
."UBUG ,
SEAL
My commission
///zz/2o/3
Form SWU-101 Version 07July2009 Page 7 of 7

High Density Commercial Subdivisions
Deed Restrictions & Protective Covenances
In accordance with. Title 15 NCAC 2H.1000, the Management Regulations, deed restrictions and
protective covenants are required for High Density Commercial Subdivisions where lots will be
subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a built -
upon �arrea consistent with the design criteria used to size the stormwater control facility.
I, f7, -A 5&j a,' h , acknowledge; affirm. and agree by my signature below, that
I will cause the following deed restrictioPns and c v pants to a recorded prior to the sale of any lot
within the Droiect known as r-GrO1,V\G (_X) �cof-C, oPD,"na C'e_-v`f4-7
1. The following covenants are intended to ensure ongoing compliance with State stormwater
Management Permit Number 560 7 04{OS l �, as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is square feet. (OR, if the
proposed built -upon area per lot will vary, please use the following format & language (in bold):- F
S e e A 0. c- 1 m c_ t,\+ s J v
The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot# BUA Lot # BUA Lot # BUA NOV 0 9 20C9
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surfaceof swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This maybe
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swa/es to collect the lot runoff
and directing a co onent of the stormwater collection system. Lots that will naturally
drain into th sy m r quired to provide these additional measures.
8. The owner e h lot, a wnership is not retained by the permittee, is required to submit a
separate st m trip r agplicationto the Division of Water Quality and receive a permit
prior to cons u o . I
Signature:_
)�V
Date: /L1/6U/Orj
I, Do ve iNo K
!�-k_qn noY1
, a Notary Public in the
State of k)ov j h
, County of &)eLL)
14Cn oUeF_
do hereby certify that
DPlV l D
.;W A I VL
personally appeared
before me this the
3CPI ' day of
0c_'i Dklef_
2009 and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
Signature
/
My Commission expires /��2ZJ a Lo/-3 - t�,0TAq!✓ .o.
ZpUBL1G
Form DRPC-1 Rev.1 Page I of 1 ;�!y j

Carolina Colours Shopping Center
Allowable Impervious Area Chart
29-Oct-2009
PARCEL
AREA SF
ALLOWABLE
IMPERVIOUS SF
Lot#6
522,428
372,281
Outparcel 1
54,035
40,526
Out arcel2
44,870
33,653
Out arcel3
60,295
45,221
Out arcel4
52,171
39,128
Out arcel5
66,818
50,114
Lot #7
318,612
232,929
Total
1,119,229
813,852

Michael F. Easley, Governor 0
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
September 11, 2008 IJ J w 19
Mr. H. David Swain, Manager/Member
New Market-HDS, LLC
1121 Military Cutoff Road, Suite P
Wilmington, NC 28405
Subject: Stormwater Permit No. SW7080818
Carolina Colours Shopping Center
High Density Subdivision Project
Craven County
Dear Mr. Swain:
The Washington Regional Office received a complete Stormwater Management Permit Application
for Carolina Colours Shopping Center on August 26, 2008. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7080818,
dated September 11, 2008, for the construction of the subject project located on Waterscape Way,
just south of the intersection with Thurman Road, in the Carolina Colours development.
This permit shall be effective from the date of issuance until September 11, 2018, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate system
for operation and maintenance of the stormwater management system will result in future
compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to Chapter
150E of the North Carolina General Statutes, and filed with the Office of Administrative Hearings,
P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall
be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Scott Vinson, or me at [phone].
XA
ncrly,
H
Regional Supervisor
Surface Water Protection Section
AH/sv: S:\WQS\STORMWAT\PERMIT\SW7080818
cc: Eric Frank, PE — McKim & Creed
Craven County Inspections
Washington Regional Office
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North Carolina Division of Water Quality Washington Regional Office Phone [phone] PAR [phone] Customer Service
Internet: "e .ncwateraualit�-tore 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
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State Stormwater Management Systems
Permit No. SW7080818
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
New Market — HDS, LLC
Carolina Colours Shopping Center
Craven County
FOR THE
construction, operation and maintenance of a constructed wetland system 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 September 11, 2018 and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
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 commercial
subdivision is permitted with 5 out parcels, each allowed (see Form DRPC-2
Attachment) square feet of built -upon area.
Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. This wetland system must be operated with a 30 foot vegetated filter.
5. 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.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW7080818
Further subdivision, acquisition, 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.
Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. 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.
7. 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.
8. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
9. 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.
10. 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.
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
12. Prior to the sale of any lot or out parcel, the following deed restrictions must be
recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7080818, as issued by
the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW7080818
f. The maximum built -upon area per lot is (see Form DRPC-2 Attachment)
square feet. These allotted amounts include any built -upon area
constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
g. The runoff from all built -upon area within the out parcel or future
development area must be directed into the permitted stormwater control
system. This may be accomplished through providing roof drain gutters
which drain to the street, grading the lot to drain toward the street, or
grading perimeter swales and directing them into the pond or street.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
For those outparcels or future development areas whose ownership is not
retained by the permittee, the new owner shall submit a separate Offsite
Stormwater Management Permit application package to the Division of
Water Quality and receive a permit prior to any construction on the lot.
13. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
14. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
15. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function 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 structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
16. 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.
17. 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.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW7080818
18. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved.
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. The
project must be in good standing with DWQ. The approval of this request will be
considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. 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.
4. 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.
5. 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.
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. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
10. This permit shall be effective from the date of issuance until September 11, 2018.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 11`h day of September, 2008.
XTIfIC ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
. IIL ` for
Coleen H. S is, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7080818
Page 6 of 8

State Stormwater Management Systems
Permit No. SW7080818
Carolina Colours Shopping Center
Stormwater Permit No. SW7080818
Craven County
Designer's Certification
Page 1 of 2
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 are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

Form DRPC-2 Attachment
Allowable Impervious Area Chart
Carolina Colours Shopping Center
PARCEL
AREA
ALLOWABLE
IMPERVIOUS
Parent Parcel
825,221
593,347
Out Parcel #1
54,035
40,526
Out Parcel #2
44,870
33,652
Out Parcel #3
601295
45,221
Out Parcel #4
53,438
40,079
Out Parcel #5
817369
1 611027 .

i DWQ USE ONLY
LDale Received
Fee Paid
Permit Number
�� f Ire,
ycoj
I SW-Tmng,I8
Gr-4f- ID7-3
State of North Carolina
�IFU p�® Department of Environment and Natural Resources
Tf Division of Water Quality
AUG 2 6 SafbRMWATER MANAGEMENT PERMIT APPLICATION FORM
WAR
pp This form raay be photocopied for use as mt original
Dkf'MO"NdP9f`ZO
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
New Marketd-IDS, LLC
2. PrintOwner/Signing Official's name and title (person legally responsible for facility and compliance):
3. Mailing Address for person listed io item 2 above:
1121 Military Cutoff Road, Suite P
City:Wilmington State:NC Zip:28405
Phone: (910 ) 256-2211 Fax: (910 ) 256-2171
Irma ibday idOO swainassociates.com
4. Project Name (subdivision, facility, or establishment name- should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Carolina Colours Shopping Center
5. Location of Project (street address):
Waterscape Way Cwolill Culours Development Appx 1850' soutli of int of Thurman vxi Waterscape
City:New Bern County:Craven Zip:28562
6. Directior;s to project (from nearest major intersection):
Hwy 70 (east) toward Havelock - RH on to WestThunnan Road then vere left onto Waterscape Wad
Shopping Center to be located on west -side (RH) appx. 1850' south of Thurmall/ Waterscape intersection
7. Latitude:35° 02' 04" N Longitude:77° 00' 45" W of project
8. Contact person who can answer questions about the project:
Namc:Eric I Frank, P.E. 'Telephone Number: (252 ) 633-5899
EmaiLefrank@nickin,creed.com
II. PERMIT INFORMATION:
Form SWU-101 Version 03.27.08
Page I of 4

1. Specify whether project is (check one): ®New ❑Renewal ❑Modification
? 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 ®I-ligh Density [:]Redevelop []General Permit ❑Universal SNIP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control 0404/401 Permit ❑NPDES Stormwater
III. PROJECT INFORMATION
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 .
The stormwater will be routed through a stormwater wetland followed by a vegetated Swale to achieve
85% TSS removal and 40% nitrogen removal.
2. Stormwater runoff from this project drains to the Neuse River basin.
3. Total Property Area: 25.69 acres 4. Total Wetlands Area: 0 acres
5. '100' Wide Strip of Wetland Area: n/a acres (not applicable if noWetlands exist our site)
6. "Total Project Area**:24.90 acres 7. Project Built Upon
8. How many drainage areas does the project have?1
9. 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.
For high density projects, complete the table with one drainage area for each enwineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Brice Creek
-
Stream Class & Index No.
IC, SW, NSW 27-101-40-(T)
Total Drainage Area (sf)
1,084,534
On -site Drainage Area (sf)
"1,084,534
Off -site Drainage Area (so
0
Existing Impervious* Area (so
0
Proposed Impervious*Area (sf)
813,852
% Impervious* Area (total)
75
ILnpmvious* Surface Area
Drainage'Area 1
Drainage Area 2
On -site Buildings (so
67,956
On -site Streets (so
0
On -site Parking (so
278,551
On -site Sidewalks (so
14,717
Other on -site (sf)
452,628 (future)
Off -site (sf)
0
Total (so:
813,852
* Impervious nren is defined as the built upon nren including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
90
Form SWU-101 Version 03.27.08 Page 2 of

�,,�y-r•re. �n c.N�a�a�i
sl�

"Total project area shall be calculated based on the current policy regarding inchnsiou of wetlands in the built upon area
percerutage calculation. This is the area used to calculate percent project built upon area (BLIA).
10. How was the off -site impervious area listed above derived?n/a
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment. Forms can be
downloaded from http://h2o.enr.state.ncus/su/bop forms hum _ deed restrictions.
Form DRPC-I
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms. Forms can be downloaded from http://li2o.enr.state.nc.us/su/bop forms.htm.
Form SW40"1-Low Density
Form SW401-Curb Outlet System
Form SW401-Of f-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-13ioretention Cell
Form SW40'1-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW40'1-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWU-101 Version 03.27.08 Page 3 of

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at littp://h2o.etir.state.nc.us/su/msi maps.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if _
required as Per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP j ` 17
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
Payable to NCDENR G
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soils report .
• Two copies of plans and specifications (sealed, signed & dated), including:�-�-
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/ project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished Floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VIL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firn):McKim and Creed
Mailing Address:2807 Neuse Boulevard, Building 5
City:New Bern State:NC Zip:28562
Phone: (252 ) 633-5899 Fax: [phone]
Ema iLef [e-mail]
VII1. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2) H. David Swain
certify that the jtt5trn n indu a on this permit application form is, to the best of my knowledge, correct and
that the projec w j e co i uc din conformance with the approved plans, that the required deed restrictions
and protectiv co ants i recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H 0. .]0
Sivnahr re- Date'
Forin SWU-101 Version 03.27.08 Page 4 of

High Density Developments with Outparcels
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000, the Stormwater Management Regulations, deed
restrictions and protective covenants are required for High Density Developments with Outparcels
where outparcel lots will be subdivided from the main tract and sold. Deed restrictions and protective
covenants are necessary to ensure that the development maintains a 'built -upon" area consistent with
the design criteria used to size the stormwater control facility.
I, y /)ti.,,'c� acknowledge, affirm and agree by my signature below, that I will
cause the following deed restrictions and covenants to be recorded prior to the sale of any outparcel or
future development area:
1. The following covenants are inte ded to ensure ongoing compliance with State Stormwater
Management Permit Number ,IV7 707 , as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum built -upon area for the outparcel(s) shown on the approved plans is as follows:
Outparcel # PUA Outparcel # BUA
et, A�% f —
These allotted amounts include any built -upon area constructed within the property boundaries,
and that portion of the right-of-way between the lot lines and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. The runoff from all built -upon area within the outparcel or future development area must be
directed into the permitted stormwater control system.
8. Built -upon are excess of the permitted amount will require a permit modification.
9. The connect n fro e o ar collection system into the Stormwater control shall be made
such that thte
rt-cir iting f th� system does not occur.
10, For those arc 1 or uture velopment areas whose ownership is not retained by the
permittee, a own r sha I bmit a separate offsite stormwater permit application to the
Division ofer ualit and re a permit prior to construction. / Q
Signature: \ Date:
I, QOnrla f2, "- in n o,--, a Notary Public in the
State of /llov �t Ca1'01,"V1 , County of Ajew
do hereby certify that [-,Dfi U I) Slt)lil N personally appeared
before me this the �° day of kL((Zu.S-, 200, and acknowledge
the due execution of the
'foregoing instrument. Witness my hand and official seal,
SC AI�u�R S y r.
�h q
Signature TA Zo%,
My Commission expires l��ZZ-A aO„oo�y 2 z
Form DRPC-2 Rev.1
Page 1 of 1
pUBI.\G

Form DRPC-2 Attachment
Allowable Impervious Area Chart
Carolina Colours Shopping Center
PARCEL
AREA
ALLOWABLE
IMPERVIOUS
Parent Parcel
825,221
593,347
Out Parcel #1
54,035
401526
Out Parcel #2
44,870
331652
Out Parcel #3
601295
451221
Out Parcel #4
53,438
40,079
Out Parcel #5
81,369
611027 .

Permit Number
Sw40yax
(to be provided by Dw4)
OF WArBH
�j
���
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM �` r
WETLAND SUPPLEMENT r
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all the required information.
L PROJECTINFORMATION
Project name
Carolina Colours Shopping Center
Contact name
Claude Arnold
Phone number
[phone]
Date
August 4, 2008
Drainage area number
1
II. DESIGN INFORMATION
Site Characteristics
Drainage area
1,084,534.00 fl2
Impervious area
813,852.00 it
Percent impervious
75.0% %
Design rainfall depth
1.00 inch
Peak Flow Calculations
1-yr, 24-hr runoff depth
2.10
in
1-yr, 24-hr intensity
3.70
in/hr
Pre -development 1-yr, 24-hr runoff
25.34
ft3lsec
Post -development 1-yr, 24-hr runoff
42.43
ft3lsec
Pre/Post 1-yr, 24-hr peak control
17.09
ft3/sec
Storage Volume: Non -SR Waters
Design volume (temporary pool volume)
70,746.00 ft3
OK
Depth of temporary poollponding depth (DP,,,,)
12.00 in
OK
Drawdown time
2.00 days
OK
Diameter of orifice
4.50 in
OK
Coefficient of discharge (Co) used in orifice diameter 0.60 (unilless)
calculation
Driving head (Ho) used in the orifice diameter calculation 0.50 It OK
Storage Volume: SR Waters Parameters
1-yr, 24-hr depth in
Pre -development 1-yr, 24-hr runoff It
Post -development 1-yr, 24-hr runoff ft3
Minimum volume required ft3
Volume provided fit
Form Sw401-Wetland-Rev.2 Parts I and 11. Project Design Summary, Page 1 of 3

Permit Number
(to be provided by DWQ)
Surface Areas of Wetland Zones
Surface Area of Entire Welland
73,395.00 fit'
OK
Shallow Land
29,345.00 ftZ
OK
The shallow land percentage is:
0.40 %
Shallow Water
29,360.00 ft2
OK
The shallow water percentage is:
0.40 %
Deep Pool
Forebay portion of deep pool (pretreatment)
7,340.00 ft2
OK
The forebay surface area percentage is:
0.10 %
Non-forebay portion of deep pool
7,350.00 ftZ
Insufficient non-forebay deep pool area.
The non-forebay deep pool surface area percentage is:
0.10 %
Total of wetland zone areas
73,395.00 ftZ
OK
Add or subtract the following area from the zones
0.00 ftZ
Topographic Zone Elevations
Temporary Pool
Shallow Land (top)
19.50 fmsl
Permanent Pool
Shallow Water (top)
18.50 fmsl
Deep Pool (top)
18.50 fmsl
Most shallow point of deep pool's bottom
15.50 foist
Deepest point of deep pool's bottom
15.50 fmsl
Design must meet one of the following two options:
This design meets Option #1,
Deep pool is 6'inches below SLWT, If yes:
y (Y or N)
SLWT (Seasonally Low Water Table)
17.00 fmsl
OK
This design meets Option #2,
Has a clay liner
If yes:
Depth of topsoil above clay liner
in
Topographic Zone Depths
Temporary Pool
Shallow Land
12.00 in
OK
Permanent Pool
Shallow Water
0.00 in
Deep Pool (shallowest)
36.00 in
OK
Deep Pool (deepest)
36.00 in
OK
Planting Plan
Are cattails included in the planting plan?
n (Y or N) OK
Number of Plants in planting plan recommended:
Herbacious (4'inch diameter)
2,202
Shrubs/small trees (1 gallon or larger)
1,468
Trees (1.5" dbh)
367
Number of Plants in planting plan provided (several species of
each plant type are recommended):
Herbacious (4`inch diameter)
2,202 OK
Shrubs/small trees (1 gallon or larger)
1,468 OK
Trees (2.5" dbh)
367 OK
Form SW401-Wetland-Rev.2 Parts Iand II, Project Design Summary, Page 2 of 3

Permit Number
(to be provided by DWQ)
Additional Information
Can the design volume be contained?
y (Y or N)
OK
Does volume in excess of the design volume flow evenly
y (Y or N)
OK
distributed through a vegetated filler?
What is the length of the vegetated filter?
30.00 It
Are calculations for supporting the design volume provided in the
y (Y or N)
OK
application?
Is BMP sized to handle all runoff from ultimate build -out?
y (Y or N)
OK
Is the BMP located in a recorded drainage easement with a
y (Y or N)
OK
recorded access easement to a public Right of Way (ROW)?
The length to Width ratio is:
9.67 :1
OK
Approximate wetland length
870.00 It
Approximate welland width
90.00 It
Approximate surface area using length and width provided
78,300.00 fts
This approx. surface area is within this number of squarefeet
of the entire wetland surface area reported above:
Will the wetland be stabilized within 14 days of construction?
y (Y or N)
OK
Form SW401-Wetland-Rev.2 Parts I and 11. Project Design Summary, Page 3 of 3

Permit No.
(to be provided by DWQ)
III. REQUIRED, ITEMSCHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Initials Pagel Plan
i Sheet No.
pJ' 1�3r I y 1.
Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Wetland dimensions (and length to width ratio),
- Pretreatment system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
2.
Plan details IV = 50' or larger) for the wetland showing:
- Wetland dimensions (and length to width ratio)
- Pretreatment system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Overflow device, and
- Boundaries of drainage easement.
3. Section view of the wetland (V = 20' or larger) showing:
- Side slopes, 3:1 or lower
- Wetland layers
All wetlands: Shallow land depth, shallow water depth, deep pool depth
Option 1, no clay liner: SLWT depth
Option 2, clay liner: Depth of topsoil on top of liner, liner specifications
z
1I
3
!�
4. A detailed planting plan (1" = 20' or larger) prepared by a qualified individual showing:
- A variety of suitable species (not including cattails),
- Sizes, spacing and locations of plantings,
- Total quantity of each type of plant specified,
- A planting detail,
- The source nursery for the plants, and
- Fertilizer and watering requirements to establish vegetation.
<' j
5. A construction sequence that shows how the wetland will be protected from sediment until the entire
7
drainage area is stabilized.
Air,, E
6. The supporting calculations (including drawdown calculations).
7. A copy of the signed and notarized operation and maintenance (08M) agreement.
Q ifc�
8. A copy of the deed restrictions (if required).
Q_
9. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
SW401-Wefland-Rev.2
Part III, page 1 of 1

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Stormwater Wetland Operation and Maintenance Agreement
1 will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the stormwater wetland is established, the wetland plants will
be watered twice weekly if needed until the plants become established
(commonly six weeks).
— No portion of the stormwater wetland will be fertilized after the first initial
fertilization that is required to establish the wetland plants.
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
After the wet detention pond is established, 1 will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
wetland
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
Swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the Swale if necessary to
Swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Porn SW401-Wetland O&M-Rev.3 Page I of 4

The forebay Sediment has accumulated in
the forebay to a depth that
inhibits the forebay from
functioning well.
The deep pool, shallow
water and shallow land
areas
Erosion has occurred.
Weeds are present.
Algal growth covers over
50% of the deep pool and
shallow water areas.
Cattails, phragmites or other
invasive plants cover 50% of
the deep pool and shallow
water areas.
Shallow land remains flooded
more than 5 days after a
storm event.
Plants are dead, diseased or
dying.
Best professional practices
show that pruning is needed
to maintain optimal plant
health.
Sediment has accumulated
and reduced the depth to 75%
of the original design depth
of the deep pools.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
Remove the weeds, preferably by
hand. If a pesticide is used, wipe it
on the plants rather than spraying.
Consult a professional to remove
and control the algal growth.
Remove the plants by wiping them
with pesticide (do not spray) -
consult a professional.
Unclog the outlet device
immediately.
Determine the source of the
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessarv.
to best professional
practices.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Form S W401-Wetland O&M-Rev.3 Page 2 of 4

BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The embankment
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An amoral inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
The micropool
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Plants are growing in the
Remove the plants, preferably by
micropool.
hand. If a pesticide is used, wipe it
on the plants rather than spraying.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Wetland O&M-Rev.3 Page 3 of-4

Pennit Number:
(to be provided by DIVQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Carol ina Colours Shopping Center
BA4P drainage area number:
Print name:l-I. David Swain, New Market HDS
Note: The legally responsible party should not be a homeowners association unless more than 50% of
y the lots have been sold and a resident of the subdivision has been named the president.
V
I, py1 y\0. R S'" Vi noy— , a Notary Public for the State of
NDr4b. DUI b�i Y�O�, County of A.)Lt,v (4CtrtotltC, do hereby certify that
dh
I�,�)XOk() -°tJWA (U personally appeared before me this
day of t� 2no�, and acknowledge the due execution of the
forgoing stormwater wetland maintenance requirements. Witness my hand and official
seal,
"116141"I'll"
.•`'�� R' StoTA
sZc� AUBl.1G ��
VERG..F
1111,15141%e
SEAL
My commission expires 1l & L l o 3
Pone SW401-Wetland O&M-Rev.3
.��" /e.IXXe�'
Page 4 of 4

NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
Permit Number: 7" '749 d C C
(to be provided by DWQ)
O�01� WA7eq
y r
o
401 CERTIFICATION APPLICATION FORM `
GRASSED SWALE SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 1/1) must also be filled out, printed and submitted along with all of the required information.
I. PROJECT INFORMATION ,
Project name Carolina Colours Shopping Center
Contact name Claude C. Arnold
Phone number
Date
Drainage area number
II. DESIGN INFORMATION
Site Characteristics
910-256-2211
2008
Drainage area
1,084,534.00 ftZ
Impervious area
813,852.00 it
Percent impervious
75.0% %
Design rainfall depth
1.00 inch
Peak Flow Calculations
10-yr storm runoff depth
5.88 in
10-yr storm intensity
7.00 in/hr
Post -development 10-yr storm peak flow
51.11 113/sec
Velocity
Maximum non -erosive velocity (peak 10-year storm)
6.00 ft/sec
Soil characteristics (enter "x' below)
Sand/sill (easily erodible)
Clay mix (erosion resistant)
x
Grass Type (enter Y' below)
Bermuda
x
Tall fescue
Bahiagrass
Kentucky bluegrass
Grass -legume mixture
Swale type: Fill out cne of the options below:
Option 1: Curb Outlet Swale:
(Y or N)
Maximum velocity
Side slopes
:1
Swale length
fl
Option 2: Conveyance Swale Seeking Pollutant Credit:
n (Y or N)
Maximum velocity for l0-yrstorm
2.53, ft/sec
Side slopes
3.00 :1
Swale length
235.00 It
Form SW401-Grassed Swale-Rev.3 Parts I and 11. Project Design Summary, Page 1 of 2

Permit Number
(to be provided by DWQ)
Swale CBaracteristics
Swale Shape: Enter an "Y' in the appropriate cell below:
Trapezoidal x
Parabolic
V-shaped
Width of the bottom of the Swale fl
Width of the top of the Swale If
Additional Information
Is the Swale sized for all runoff from ultimate build -out?
yes (Y or N)
OK
Is the BMP located in a proposed drainage easement with a
recorded access easement to a public Right of Way (ROW)?
yes (Y or N)
OK
What is the distance from the bottom of the Swale to the SHWT?
0.00 fl
What is the ground level elevation?
22.00 fmsl
What is the elevation of the bottom of the Swale?
17.00 fmsl
What is the SHWT elevation?
17.00 fmsl
What is the longitudinal slope of the swale?
0.20 %
OK
What is the depth of freeboard?
2.47 ft
OK
Form SW401-Grassed Swale-Rev.3 Parts I and 11. Project Design Summary, Page 2 of 2

Permit No:
(to be assigned by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package
will result in a request for additional information. This will delay final review and approval of the project. Initial in the space
provided to indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial
below. If a requirement has not been met, attach justification.
Initials Pagel Plan
�Z Sheet No.
C�a16��3
z;;2- 12�
44,177—
!3
rA
1. Plans (1" = 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Swale dimensions (width, length, depth),
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Grass species, and
- Boundaries of drainage easement.
2. Plan details (V = 50' or larger) for the grassed swale showing:
- Swale dimensions (width, length, depth),
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
- Grass species,
- Off -site drainage (if applicable),and
- Boundaries of drainage easement.
Section view of the grassed swale (V = 20' or larger) showing:
Side slopes,
Longitudinal slope,
Freeboard
Swale dimensions, and
SHWT level(s)
4. Supporting calculations (including maximum velocity calculations for applicable storms)
7'- G �[ 5. A copy of the signed and notarized operation and maintenance (0&M) agreement.
Gam'— A 6. A copy of the deed restrictions (if required).
SW401-Grassed Swale-Rev.3 Part III, Page 1 of 1

Permit Name:
(to be provided by DWQ)
Drainage Area Number:
Grassed Swale Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area of the grassed swale will be carefully managed to reduce the
sediment load to the grassed swale.
— After the first-time fertilization to establish the grass in the swale, fertilizer will
not be applied to the grassed swale.
The grassed swale will be inspected once a quarter. Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element
Potentialproblem:
How I will remediate theproblem:
The entire length of the
Trash/debris is present.
Remove the trash/debris.
swale
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then re -sod
(or plant with other appropriate
species) and water until established.
Provide lime and a one-time
fertilizer application.
Sediment covers the grass at
Remove sediment and dispose in an
the bottom of the Swale.
area that will not impact streams or
BMPs. Re -sod if necessary.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Donn SW401-Grassed Swale O&M-Rev.3
Page I of 2

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project nnme:Carolina Colours Shopping Center
BMP drainage area number:
Print name:New Market HDS LLC c/o H.David Swain
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, pt)yNnc( R S-konrioo , a Notary Public for the Slate of
N0r4 k Cotro( &C/, County of Pew ( avlouXr_F , do hereby certify that
iA ,t AV I � SU) 41 YU personally appeared before me this LAW
day of XLtC ue � , and acknowledge the due execution of the
forgoing grassed swale maintenance requirements. Witness my hand and official seal,
,�jo7AgY
.4�19
pUBOCJ
SEAL
My commission expires 11122lo 3
Form SW401-Grassed Swale O&M-Rev.3
Page 2 of 2

August 19, 2008
Mr. H. David Swain
New Market HDS, LLC
1121 Military Cutoff Road, Suite P
Wilmington, NC 28405
Re: Carolina Colours Shopping Center
Stormwater BMP's
Dear Mr. Swain,
New Market HDS, LLC has the permission of Carolina Creek, LLC to construct a
stormwater wetlands, outlet ditch, access drive and related items to serve the Carolina
Colours Shopping Center on Parcel ID V-104-9004.
Sincerely,
Carolina Creek, LLC
Kenneth I. Peregoy r
I, Rd AOW a Notary Public for the State of
9,g r h ra 1,h)A, , County of A L)Ej,/ , do hereby certify that
_ HAtX& h r 69,5L4p � personally appeared before me this Zo *L
day of ALedusf , 20o f' and acknowledge the due execution of the
forgoing letter. Witness my hand and official seal,
e�
,h' �OTAR
i (� �'., PUBLIC'
SEAL ,�'�•�FN�CO�������``
My commission expires

North Carolina Secretary of State
http://www.secretary.state.ne.us/corporahors/Corp.asp) ?Pitcmld=7718386
Elaine F. Marshall
Secretary
CORPORATIONS
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DEPARTMENT OF THE
SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 9/10/2008
Click here to:
View Document Filings I Sign Up for
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Form I Annual Report Count I File an Annual
Report I
Corporation Names
Name Name Type
NC NEW Legal
MARKET-H DS,
LLC
Limited Liability Company Information
SOSID: 0774392
Status: Current -Active
Date Formed:
3/29/2005
Citizenship:
Domestic
State of Inc.:
NC
Duration: Perpetual
Registered Agent
Agent Name: Swain, H. David
Registered 1111 Military Cutoff Road
Office
Suite 251
Address:
Wilmington NC 28405
Registered
1111 Military Cutoff Road
Mailing
Suite 251
Address:
Wilmington NC 28405
Principal
1111 Military Cutoff Rd.
Office
Ste 251
Address:
Wilmington NC 28405
Principal
1111 Military Cutoff Rd.
Mailing
Ste 251
Address:
Wilmington NC 28405
I of 1 9/10/2008 5:57 PM

North Carolina Secretary of State
Mtp: //www. secretary. state. nc. us/corporations/Corp. aspx?Pitenild=77183 86

For DENR Use ONLY
North Carolina Department of Environment and Reviewer:
�,�► Natural Resources Submit
NCDENR Request for Express Permit Review Time
Confirm:
FILL-IN all the information below and CHECK the Permits) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828.296.4698;alison.davidson(p ncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(7p ncmail.net SW`7090? d
• Mooresville & -Patrick Grogan 704.663.3772 or patrick.grogan(dncmail.net
• Washington Region -Lyn Hardison 252-946.9215 or Iyn.hardison aoncmail.net
• Wilmington Region -Janet Russell 910-350.2004 orjanet.russell(ci ncmail.net (/j�'
NOTE: Project application received after 12 noon will be stamped in the following work day. RECE ED
Project Name: CAROLINA COLOURS SHOPPING CENTER County: CRAVEN AUG 2 6 2008
Applicant: H DAVID SWAIN Company: NEW MARKET HDS, LLC
Address: 1121 MILITARY CUTOFF ROAD, SUITE PCity: WILMINGTON. State: NC Zip: 28405-Kii/� _64�n �®
Phone: [phone] Fax::[phone] Email: dqL�@swainassociates.com f1N/Fl
Physical Location:CAROLINA COLOURS DEVET, APPROX. 1850 FT SOUTH OF INTERSECTION OF THURMAN AND WATERSCAPE
Project Drains into BRICE CREEK waters — Water classification SC, SW, NSW (for classification see-
hftp://h2o.enr.state.nc.us/bims/rep rts/reporlsWB. html)
Project Located in NEUSE River Basin. Is project draining to class ORW waters? Y/N , within'/3 mile and draining to class SA waters Y/N or
within 1 mile and draining to class HOW waters? Y/N
Engineer/Consultant: ERIC FRANK Company: MCKIM AND CREED
Address: 2807 NEUSE BOULEVARD, BLDG 5 City: NEW BERN, State: NC Zip: 28562
Phone: [phone] Fax::[phone] Email: [e-mail]
(Check all that apply)
❑ Scoping Meeting ONLY ❑ DINO, ❑ DCM, ❑ DLR, ❑ OTHER:
❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
® State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ElOff-site[SW _ (Provide permit #)j
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems 0 High Density—Stormwater Wetlands 1 # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MODIFICATION: ❑ Major ❑ Minor ❑ Revision SW
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ❑ Erosion and Sedimentation Control Plan with 30 acres to be disturbed.(CK # 22 (for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW 41 1 0?9�'7�
® Wetlands (401): Check all that apply
Wetlands on Site ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No
Permit Received from US ACOE ❑ Yes ❑ No
Fee Split for multiple permits: (Check# 1 D23 1
Isolated wetland on Property ❑ Yes ❑ No
Buffer Impacts: ❑ No ® YES: _acre(s)
Minor Variance: ❑ No ❑ YES
Major General Variance ❑ No ❑ YES
401 Application required: []Yes ❑ No If YES, ❑ Regular
Perennial, Blue line stream, etc on site ❑ yes ❑ No
For DHNR use only
Total Fee Amount
400
SUBMITTAL DATES
SUBMITTAL DATES
Fee
CAMA
Variance ❑ Ma'; ❑ Min
$
SW ® HD, ❑ LD, ❑ Gen
AFee
401:
$ [1:00
LQS
Stream Deter,_
$
NCDENR EXPRESS July 2008