SW8121017_HISTORICAL FILE_20121217

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW VA W1
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
I� HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

STATE OF NORTH CAROUNA
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
FILE ACCESS RECORD
SECTIONvu_ � �
TIME/DATE Q I i'a-. 1 ' Do y �.
NAME I X-D.5
REPRESENTING S LbV Lb)A
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to malting public records in our custody readily
available to the public for review and copying. We also have the responsibility to the public to safeguard these records and to carry
out our day-to-day program obligations. Please read carefully the following guidelines signing the form:
1. Due to the large public demand for file access, we request that you call at least a day in advance to schedule an
appointment to review the files. Appointments will be scheduled_ between 9:00am and 3:00pm. Viewing time ends at
4:45pm. Anyone arriving Without an appointment may view the files to the extent that time and staff su ervision
is available.
2. You must specify files you want to review by facility -name. The number of files that you may review at one time will
be limited to five.
3. You may make copies of a File when the copier is not in use by the staff and if time permits. Cost per copy is 2.5 cents
for ALL copies if you make more than 25 copies. There is no charge for 25 or less copies. Payment may be made by
check money order, or cash at the reception desk. Copies can also he invoiced for your convenience.
4. FILES MUST BE KEPT IN ORDER YOU FOUND THEM. Files may not be taken from the office. To remove,
alter, deface, mutilate, or destroy material in one of these files is a misdemeanor for which you can be fined up to
3500.00, No briefcases. large totes, etc. are permitted in the file review area.
5. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and collected for checks on which
payment has been refused.
FACILITY NAME COUNTY
1. _ , u4� A� - PA W-- O N
2.
<Si ature an Name of Fir Date Time In Time Out
Please attach a business card to thisfornt
COPIES MADE PAID INVOICE

Permit Number SW8121017
Program Category
State SW
Permit Type
State Stormwater
Primary Reviewer
Chris. baker
Coastal SW Rule
Coastal Stormwater - 2008
Permitted Flow
VV
i
Facility Name
Onslow County Government Center
Location Address
234 NW Corridor Blvd
Jacksonville NC 28540
Owner
Central Files: AP5 SWP
10/31 /12
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Name Owner Type
Onslow County Government - County
Owner Affiliation
Jeffrey Lee Hudson
4024 Richlands Hwy
Jacksonville NC 28540
DateslEvents
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
10/31 /12 10/26/12 10/31 /12 10/31 /12 10131 /20
Regulated Activities Requested/Received Events
State Stormwater - HD - Detention Pond teed restriction requested
Deed restriction received
Outfall NULL
Waterbody Name
Stream Index Number Current Class
Subbasin

MEMORY TRANSMISSION REPORT
TIME :10-31-'12 12:57
FAX NO.1 :910-350-2004
NAME :DENR Wilmington
FILE NO.
751
DATE
10.31 12:53
TO
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DOCUMENT PAGES
8
START TIME
10.31 12:54
END TIME
10.31 12:57
PAGES SENT
8
STATUS
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*** SUCCESSFUL TX NOTICE**
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Re:
127 C�ainnl 6rlve: Lxsenaion, Wilm�n pZon, NC 284105 - Y9101 ' S96-' 215 -.A.. 8yu.l Employer

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor FAX COVER SHEET Dee Freeman, Secretary
Date: ... )/�/3/�?�U/ -
To: .T �FE,i /4� s o
Co: Oj�S �!� -p U/J
Fax:
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No. Pages (excl. cover):
From: 3o Casmer
Phone: [phone]..._
Fax: [phone]
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

I
.
MEMORY TRANSMISSION REPORT
TIME :10-31-'12 13:00
FAX NO.1 :910-350-2004
NAME :DENR Wilmington
FILE NO.
752
DATE
10.31 12:54
TO
R 97624201
DOCUMENT PAGES
8
START TIME
10.31 12:57
END TIME
H AI 13 :00
PAGES SENT
$
STATUS
OK
*** SUCCESSFUL TX NOTICE ***
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State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor FAX COVER SHEET Dee Freeman, Secretary
Date:..._
To: �E�%S E �,�Ey z>
Co: �iC�CSG�
Fax: �G --
Re
No. Pages (excl. cover):
From: Jo Casmer
Phone: [phone]_
Fax [phone]
127 Cardinal Drive Extension, Wilmington, NC 28405 a [phone] 9 An Equal Opportunity Affirmative Action Fmployer

U.S. ARMY CORPS OF ENGINEERS
WILWNGTON DISTRICT
Action•ld. SAW-2012-01238 County: Qmlow U.S.G.S. Quad: Sneads Ferry
NOTIFICATION OF JURISDICTIONAL DETERMINATION A�^�
Property Owner. County of Onslow Agent: Pittman Soil Consultinu �/-
attn: Jeff Hudson Attn: Haywood Pittman! .rntl %J;h +„
Address: 4024 Richlands Higbway Address: 1003 GrezoFork Roa_ t1'
Jac�yille, NC 28540 Richlands, NC 28574
MM30
Property description: {
Size (acres) .48 Nearest Town Jacksonville
Nearest Waterway UT to New River' River Basin White Oak `��!
USGS HCTC og3 203Q2 Coordinates 34.550114 N-77.439D9t+ W " -VM
cop
Location description: The property is located at the southwest corner of Northwest Corridor Boulevard and KB. Wt-
Hurst Court. within the Burton „Industrial Park, in Jacksnnyille, Onslow County, North Carolina. �3u11i
Indicate Which of the Following ply: N1'w6iD
W„0s
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification:
X There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Cotes may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
T'he waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and Verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
X The waters of the U.S_ including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on 8/28/2012 Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 CoastaI Counties subject to regulation under the Coastal .Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC, at [phone] to determine
their requirements. F'. a C i 1, Z D,
Page 1 of 2
OCT 2 6 2012
i 3y:

Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Mr, David) ._Bailey at [phone] !
David. E. Ba i]ey2C&usa ce.a rmy. m il:
C. Basis For Determination
The site exhibits features with Ordinary High Water and wetland criteria as defined in the 1987 Corps Wetland
Delineation Manual and„noWicitble Regional Supplements. The waters on -site include_ an unnfimed_ tributary (n) to
New River - a Relatively Permanent Water which flows to the New River. a Traditionally Navigable Water — and
abutting_wellands. This determination is based on a site visit by David E. Bailey of the U.S. Army Corps of Engineers
on 7/3112012,
D. Remarks
Wetlands delineated by Haywood Pittman (Pittman Sol] Consulting) with changes made in the field by David „E. Bailey
SACS .
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act.jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1 OM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by October 27 2012.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.** _
Corps Regulatory Official:
Date August 28,,2012 Expiration Date August 28.2017
Copy furnished:
Joanne Steenhuis , NCDENR-DWQ, 127 Cardinal Drive Extension, Wilmington, NC 28405
Ed Foley, Parker & Associates, Inc., P.O. Box 976, Jacksonville, NC 28541-0976
•-;.L Y•-L./JLJ'
OCT 2 6 2011

ft K
RVDICKSON
community infrastructure consultants
Ontoher-26, ,201.2-•.
Mr. Chris Baker
NCDENR
Division of Water Quality — Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE: NCDENR Stormwater Permit
Onslow County Government Center
Onslow County
WKD Project Number 20120084.00.WL
Dear Mr, Baker:
On behalf of Onslow County, we are pleased to submit for your review and approval through the Express
Review Program the following information for the subject project:
1 . Original and one copy of the Application Form SWU-101;
2. Original and one copy of the Stormwater Narrative;
3. Original and one copy of the Wet Detention Basin Supplement;
4. Original and one copy of the Wet Detention Basin O+M Agreement;
5. Original and one copy of the Deed information;
6. Original and one copy of the jurisdictional Determination;
7. Original and one copy of the USGS Map with Project Site;
8. Original and one copy of the Stormwater and Erosion Control Calculations;
9. Original and one copy of the Geotechnical Report with SHWT Determination;
10. Two sets of project plans.
11. Check for $4,000 made out to NCDENR for application fee.
Thank you for your attention to this matter. If you have any questions, please contact me at [phone]
or [e-mail].
Sincerely,
W. K. Dickson Co., Inc.
Denise Freund, PE
Project Manager
Enclosures
CC: Jeffrey L. Hudson, Onslow County Manager
LOCT6 2012
909 Market Street
Wilmington, NC 2a401
Tel: 910.762,4200
Fax: [phone]
www.wkdickson.cam Transportation Water Resources . Urban Devejopment , Geomatics

.�1
ONSL�OW COUNTY Rsc 66-'65 ,� g 530033
��, DATE? 8s rr CenEura 531 AMOUNT *yi r y, 9;1. CHECK
s�
JacksonvilletVorth Carolina 28540 011112012= `~*
$4,00 00
PAY- Four Thousand and 00/100 Dollars
To 83587 , r
THE NCDENR=DIVISION OF, WATER QUALITY
of°Ep 127 CARDINAL DRIVE EXTENSION
Wilmington, NC 28405-3845

been approved as'required by the
Local Government Budget and Fiscal Control Act.
VOID AFTER 60 DAYS'..

7n-1�' � t r C �fi `r 'ti 'c13 c .� r c r � - ij;;w• � K'c.'r:�� •a,Yr✓�i t' S n �s
17Irl
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW —1995 ❑ Coastal SW
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters
❑ Other WQ Mgmt Plan:
— 2008 ❑ Ph II - Post Construction
❑ Universal Stormwater Management Plan
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. 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.):
Onslow County Government Center
2. Location of Project (street address):
234 Northwest Corridor Boulevard
City: Jacksonville County:Onslow Zip:28540
3. Directions to project (from nearest major intersection):
From NC 53 NC 24 intersection proceed north on NC 24 a1212roximately two miles to the intersection of NC
24 and Northwest Corridor Boulevard SR2133• turn right on Northwest Corridor Boulevard. Travel east
approximately 0_5 miles on Northwest Corridor Boulevard and the site is on the right on the southeast corner
of the intersection of Northwest Corridor Boulevard and W. C.Tar-man Road.
4. Latitude: 34046' 49.87" N Longitude: 77° 29' 03.66" 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 number , its issue date (if known) . and the status of
construction: ❑Not Started []Partially Completed* [I Completed* *provide a designer's certtflcation
2. Specify the type of project (check one):
❑Low Density ®High Density [Drains to an Offsite Stormwater System Other
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, and the previous name of the project, if different than currently
proposed,
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):
❑CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 9.95 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:
Form SWU-101 Version 07Jun2010 Page 1 of 6 FOCT 2 6 2012
_

Ill. 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: _Onslow County
Signing Official & Title: Jeffrey L. Hudson, County Manager
b. Contact information for person listed in item la above:
Street Address:4024 Richlands Highway
City: lacksonville State: NC Zip: 28540-8872
Mailing Address (if applicable): 4024 Richlands Highway
City:_ lacksonville State: NC Zip. 28540-8872
Phone: [phone]
Email: Jeff [e-mail]
nc.gov
Fax: (910 _)_ 455-7878
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 2h 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 Owner/Organiza
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Ad
City:
Mailing Address (if applicable):
City:
Phone: ( 1
Ern
State: Zip:
State:
Fax:
Zip:
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:
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( Fax:
Email:
4. Local jurisdiction for building permits: Onslow County
Point of Contact: George Lace, Phone #: [phone]
Form SWU-101 Version 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The stormwater runoff from the impervious area proposed with the project site will be treated by a new wet
detention basin. Runoff will be conveyed from the impervious areas via and underground stormwater
drainage system All roof drains will connect to the underground stormwater drainage system. _
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.If claiming vested rights, 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 White Oak River basin.
4. Total Property Area: 7.63 acres 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':
7.63 acres
Total project area shall be calculated to exclude thefollowing: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Niggh Water (NHW) line or Mean High 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 (8UA). 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 = 71.8% %
9. How many drainage areas does the project have?1 (For high density, count I for each proposed engineered
stormwater $MP. For low density and other projects, use I 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.
;BasinaIsformat�onS�° ,���'�t,�A�:'f.�*,.
�+Draina eYAreaK�'�
�Draiita e-Area; =a'f
5piraana "Area'��,
iDzaina ",Area °�°.
Receiving Stream Name
New River
Stream Class
C; NSW
'
Stream Index Number *
19-(1)
Total Drainage Area (sf)
332,363
On -site Drainage Area (so
332,363
Off -site Drainage Area (sf)
0
Pro osed Impervious Area** (sf)
238,610
% Impervious Area** (total)
71.8
iIrii"`'rvioiis , Surface"�Area��
E?Fin
D'AD
in,
On -site Buildings/Lots (sf)
56,412
On -site Streets (sf)
0
On -site Parking (sf)
164,493
On -site Sidewalks (sf)
8,193
Other on -site (sf)
9,512
Future (sf)
0
Off -site (sf)
0
Existing BUA*** (sf)
0
Total (so: 1
238,610
Stream Class and Index Number can be determined at; littp.l[portnl.ncdenr.or lweb/wg/ps/rsulclassi icatrons
Form SWU-101 Version 07Jun20I0 Page 3 of 6

** 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. N/A
Projects 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
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
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. A detailed application instruction sheet and BMP
checklists are available from http://12ortal.ncdenr.org/LA ,d ws/su/statesw/forms does. 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 ht p: ortal.ncdennor web w /.ws/su/ ma s.)
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://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
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_
agreement(s) for each BMP.
4. Permit application processing fee ofWpPyyable to NCDENR. (For an Express review, refer to
http: www.envhelp.or pages/onestopex press. 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.)
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
Information, item 1,
6. 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 Ir4 mile of the site boundary, include the ti
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.
Form SWU-101 Version 07Jun2010 Page 4 of 6

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).
Vegetated buffers (where required).
r"
9. 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"xl1" 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 far DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 65 Page No: 23 ��_
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC mil_
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:/ /www.secretary.state.nc.us/`Corporations/CSearch.asi2x
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
litt-)://12ortal,ncdciir.org/web/wq/ws/su/`statesw/forms flocs. 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.
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: Denise Freund
Consulting Firm: W. K. Dickson
Mailing Address: 909 Market Street
City: Wilmington State: NC Zip:28401
Phone: (910 _ ) 762-4200
Email: [e-mail]
Fax: (910 ) 762-4201
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 1a) with (print or type name of organization listed in
Contact Information, item 1a) 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.
Form SWU-101 Version 07Jun2010 Page 5 of 6

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 cancelsor defaults on their
I ease agreement, or pending sale, responsibility for comp Iiancewith the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/ Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without avalid permit. I understand that the operation of a stormwater treatment facility without avalid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up toJ25,000 per day, pursuant to N CGS 143-215.6.
Signat ure: Date: It, .'Q-17—
I, allotary Public for the State of NC. County of
On S� t�i�} do hereby certify 1 rtify that _ 4V I rj B cri too personally appeared
beforemethisLday of OCR bey , —201a , and acknowledge e duV execution of theapplication for a
stormwater permit. Witness my hand and official seal, ��
\,\'� S• �qy%
a
rj°o°tot
jo
rpOD/`�_4��''
TA
s •
Y
Z/B L\G °• �•�
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"'till uj 11%•%%`
X. APPLICANT'S CERTIFICATION
My commission expires
1, (print ortype narneofpersx is(edin Co7ted Information, item 1a) : rEyL. Hudson 734VYn '3: f_t,Yr�,•.�
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complieswith the requirements of the
applicable stormwater rules under 15A NC 2H .1000, a 2006-246(Ph. II —Post Construction) or SL 2008-211,
Signature:' r Ac Date: I[a , 1Z , +
Wan a Notary Publicfor the State of NC , County of
0f\ 11 [)UD do hereby certify that _.��(H C! � C i��f�� . -_ personally appeared
before me this ��day of UC/-�O19(fVAlit and acknowledge thedu xecution of the application for a
stormwater permit. Witness my hand and official seal,
•17 11_
SEA L
My commission expir
5-1 1--)-e13
Form SWU-101 Version 07Jun2010 Page 6 of6

Permit No.
(to be provided by n WQ)
NCDENR
Project name
Contact person
Phone number
Date
Drainage area number
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
ih 4441111l1 /!
�v� CAR
t a
%1_ L L
028 97
d bkti Jt
,,,.,44j4
This form must be filled out, printed and submitted.
The Required Items Checklist (Part dii must be printed, filled out and submitted along with all of the required information,
Site Characteristics
Drainage area
Impervious area, post -development
impervious
Design rainfall depth
Storage Volume: Non•SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1 •yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the lyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1•yr, 24•hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24•hr peak flow
Pre/Post 1-yr, 24•hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1011 vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
is there additionai volume stored above the state -required temp. pool?
Elevation of the top of the addilional volume
i•' .v .t ro: f • N �^' `! - •� "'Denise Freund, PE- �;y:+` t•i:. .�.} '�' Ct.,
•(910) 7624200 " ¢'
.332,363 ft2
23110fe
71.79 %
'1.5 in
i � "28,999 fi3
1 .. :..• OK, volume provided is equal to or in excess of volume required.
or N)
0,301(unitless)
�x0.73 (unitless)
• �_ 0.49 inlhr OK
6.90 f131sec
5.10 ft3lsec
1.80 ftlisec
w" T � 29.00 tmsl
29:D0:fmsl
26,00 fmsl
if`t' ;_r E`25.00 imsl
1.00 It
U` 14ir r';a' imsl
Form SW401-Wet Detention Basin-Rev,9.411er12
Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
10DESIGN INPOWA
Surface Areas
Area, temporary pool ;r:'34;157 It'
Area REQUIRED, permanent pool 27,786 f12
SAIDA ratio "- ':8.360nitiess)
Area PROVIDED, permanent pool, A,.... '.28,013 f1` OK
Area, bottom of 1 Oft vegetated shelf, A,,, �Bn ' ;',;,._ 422,626 to
Area, sediment cteanout, lopelevation bottom of pond). `� 22,626' W
f pp ) how t ...3; .. .
Volumes
Volume, temporary pool
Volume, permanent pool, V,, y� ;;,'i:. •;. 39.225,W
Volume, forebay (sum of forebays if more than one forebay) ;., , ; _;''14;910 ft'
Forebay % of permanent pool volume 21.5% %,
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vpe--"
Area provided, permanent pool, A,.__.w
Average depth calculated
Average depth used in SAIDA, clay, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, Aoe,m_,.1
Area, bottom of loft vegetated shelf, Aw ,ie1
Area, sediment cleanout, top elevation (bottom of pond), Aw_,v
-90 %
;. Y • -5 (Y or N)
H'' {YorN}
8.36 (unitless)
N (Y or N)
69,225
28,013 ff
it
(Y or N)
28,013
22.626 ff`
22,626 ft'
'Depth' (distance blw bottom of 1 Oft shelf and top of sediment) 2.50 It
Average depth calculated " ` `" ; 2.95 h
Average depth used in SAIDA, day, (Round to down to nearest 0,5ft) } :, ; ":;;3.0 h
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Cl))
Driving head (H.)
Drawdown through weir?
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate buitd-out?
Drain mechanism for maintenance or emergencies is:
aY° {YorNJ
2.00 in
`� :'r°y.0.60 (unitless)
{,-..(Y or N)
(unitless)
ft
6:90 ff'Isec
!' r5,10.h'lsec
r•�';;^^�";0.]1(i3/sec
2 , 4.20 days
OK
OK
Need 3 ft min.
Need 3 It min.
OK
OK, draws down in 2-5 days.
10,:1
OK
OK
3 :1
OK
i.0-3 :1
OK
;NFrr (Y or N)
OK
z 11}I'D ft
OK
'I N:`^z",6';4 (Y or N}
OK
x" . V:S(Y or N)
OK
v-{Y or N)
OK
!Pump,
Form SW401-Wei Detention Basin-Rev-9-4118/12
Parts I. & 11. Design Summary, Page 2 of 2

Permit No.
(to be provided by OWO)
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.
Paget plan
Initials
Sheet No.
1. Plans (t" - 50' or larger) of the entire site showing:
C,1�}
Design at ultimate build -out,
CIOS
Off -site drainage (if applicable),
C\Olb
Delineated drainage basins (include Rational C coefficient per basin),
CL`Z
Basin dimensions,
C113
Pretreatment system,
High flow bypass system,
C�ZI�
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
-buy
C Z� o
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
Outlet structure with trash rack or similar,
Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and
Filter strip.
�1 r
C Q. P
3. Section view of the wet detention basin (1" = 20' or larger) showing:
Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures.
-CM0
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
C;
entire drainage area is stabilized.
C_�
7. The supporting calculations.
�•
W
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
CABS
10. 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.
Form SW401-Wet Detention Basin-Rev.9-4118l12
Part IN. Required Items Checklist, Page 1 of i

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin 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.
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):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected 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 should be kept in a known set
location and must 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 wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
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.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number:
(fo be proi4ded by DWQ)
Drainage Area Number:
BMP element: I Potential problem
The inlet device: pipe or The pipe is clogged
swale
The pipe is cracked or
otherwise damaged.
Erosion is occurring in the
swale.
The forebay Sediment has accumulated to
a depth greater than the
original design depth for
sediment storage.
The vegetated shelf
The main treatment area
Erosion has occurred.
Weeds are present
Best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
dying.
Weeds are present.
Sediment has accumulated to
a depth greater than the
original design sediment
storage depth.
Algal growth covers over
50% of the area.
Cattails, phragmites or other
invasive plants cover 50% of
the basin surface.
How I will remediate the probl
Unclog the pipe. Dispose of the
sediment off -site.
Replace the pipe.
Regrade the Swale if necessary to
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
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
prevent future erosion problems.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spring.
Prune according to best professional
practices
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 necessaa.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
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.
Consult a professional to remove
and control the algal growth. _
Remove the plants by wiping them
with pesticide (do not spray).
Form SW401-Wet Detention Basin O&M-RevA Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential problerry.
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
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 local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 3.0 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 3.0 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
26.0 .
25.0
FOREBAY
BASIN DIAGRAM
ill in the blanks)
IVolume
ft Min.
Sediment
Storage
Permanent Pool Elevation 29.0
Pool
Sediment Removal Elevation 26.0 Volum,
1------ -------------------------------------- ------
Bottom Elevation
MAIN POND
1-ft n.
3edimeni
Storage
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

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. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project nar> e: OnSIoW County Government Center
BAIIP drainage area number
Print name: Jeffrey L. Hudson
Title: Onslow County Manager
Address: 4024 Richlands Highway, Jacksonville, NC 28540 _
Phone: [phone]
Signature: - ur
Date:
u
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.
I, �u_tl�J _S. l��.i'� _ a Notary Public for the State of
�C Count), ofons (OL.) , do hereby certify that
a -vide . Cott'()() ()n personally appeared before me this 1 Z
day of a , and acknowledge the due execution of the
forgoin wet detention basin maintenance requirements. Witness my hand and official
t� rry
lV\ : P•r � dr
NOTA
s VBV
SEAL
My commission expires 6 - E I ' d-O M �)
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

STORMWATER NARRATIVE
Onslow County Government Center
for
Onslow County, North Carolina
October 2012
�'A CAPr,
028597 =
Q
F
W. K. Dickson & Co., Inc.
909 Market Street
Wilmington, North Carolina 28401
[phone]

The primary intent of the Onslow County Government Center project is the consolidation
of the Onslow County Government offices. Currently, Onslow County government offices
are distributed at numerous locations throughout both Onslow County and the City of
Jacksonville. The Onslow County Government Center is proposed to be constructed on Lot
15 in Burton Business and Industrial Park just north of Jacksonville, NC in Onslow County.
The total area of the project site is 13.48 acres. The total area for the project Limits of
Disturbance is 9.95 acres (443,051 SF).
The currently undeveloped project site is located in the White Oak River Basin and drains
via sheet flow and channelized flow to the New River, Stream Index (19-1), which is
classified C; NSW. The project will be high density with proposed improvements to
include the Onslow County Government Center, a storage building, associated parking,
and related improvements.
There are two existing stormwater detention basins on the project site that were constructed
with the roadway network for Burton Business -and Industrial Park. The stormwater
detention basins were permitted by NCDENR under Permit No. SW8 990854. The
impervious areas associated with this project are not conveyed to the existing stormwater
detention basins, but to a new wet detention basin designed for the impervious area
associated with the Onslow County Government Center. No modifications are proposed to
the existing stormwater detention basins.
The proposed wet detention basin has been sized to account for all of the proposed
impervious area associated with the project with a design rainfall depth of 1.5 inches. The
total drainage area to the stormwater pond is approximately 7.63 acres. The impervious
area that will be conveyed to the stormwater pond via the proposed underground
stormwater drainage system consists of 56,412 ft' of buildings, 164,493 ft' of parking,
8,193 ft' of sidewalks, and 9,512 ft2 of other on -site for a total impervious area of 238,610
ft2. All roof drainage will be conveyed to the underground stormwater drainage system.
Due to site constraints, retaining walls are proposed at several locations around the
perimeter of the pond. Retaining walls are also proposed within the stormwater pond itself
in order to reduce the footprint of the proposed basin.
There are no wetland impacts associated with the project.

Consulting Engineers — Land Surveyors — Land Planners
P.O. Boz 978 - 20541-0978 - 308 New Bridge Street - 'M540 - Jackmonvnie. North Carolina - 28541-0976
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LEGEND
4[. - A—"
lolp- falOP.lr1 Pr
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IPP - I— PM. f—.
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1 Northwest Corridor Boulevard ` —
200' R/ W
\S _
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CMPi[b`19'M'E CIS Dt M&".Pg 6 WL Wdt
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I sar+o_ztrr —_ \
a 8 [ Lot 15
M.B.64,Pg.76
Portion of D.B. 1W, Pg. 372 �'� 5I_ w tw E" 11-1 •.a•
13.98t Ac. %
0— Co<."T
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INSET "D"
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INSET "C"
Net T. S k
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SITE
Vanity SkeR91
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Boulevazd ,
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�... .ON w.' -- \ BOUNDARY Az DIVISION MAP Sheet 2 of
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Wnk,� L "III �.
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NOT T. S 6.
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LOT 15
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BURTON INDUSTRIAL PARK
owls cw.tT �
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-
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County of Onslow
-
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A
DATE: 08/27/12 cc,,"CSCALE: 12100'
0 30 10D 200 30D
SCALE: 1"=100'
Parker & Associates, Inc..a ..,i
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MAP
PARCEL
OWNER NAME
DATE
OE(o Boot I .Aar
330
12.9
ONSLOW COUNTY
4-25-97
1365 322.
O-ITHO
4357.01
TOWNSHIP
JACKSONVILLE
SPLIT FROM
330-12
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SUBDIVISION NAME
SECTIDN
PHASE
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UNIT
LOT
8-25-12
65
23
BURTON UNDUSTRIAL PARK
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(Tie Line)
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i T
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Inset "I �n 0r�low county \ o" �
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onslow County
0A 1365, Pg. 322
M,B, 64, Pg. 76A
see
Sohn D. death
6 Wife, Helen F. Heath
D.B. 1193, Pg. 674
M.B. 30, Pg. 124
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BOUNDARY & DIVISION MAI'
LOT
BURTON INDUl'
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UNNAMED TRIBUTARY
TO THE NEW RIVER
GIZAPHiC SCALE � NEW RIVER
1,000 500 O 500 1,000 2,000
(1 N FEET) — N —
5CALE: 1 " = 1 000'
909 MARRL7 5fREET Date : 518112
WILMINGTON- NC 28401
ftvW 010) %2-4200 5c: le: I,— 1 •000, USGS TOPOGRAPHIC QUADRANGLE
DI KS�N Off -cc Lo ab.15: Npt}, C, o,,ti Drawn : JRR ONSLOW COUNTY GOVERNMENT CENTER
�7 5o th c',°''" ChF: DLF LOT 15 — DURTON INDUSTRIAL PARK
community infrastructure consultants Gcorg'a
NC LICffN5f NO. F-0374 Proj. No: 201 20084.00.

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action-ld. SAW al2-01238 County: Onslow U.S.G.S. Quad: Sneads Ferry
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: County of Onslow Agent: Pittman Soil Consulting _
attn: Jeff Hudson attn, Haywood Pitt
r,�� V �
Address: 4024 Richlands His!bwav Address: 1003 G=ry Fork Road. "•
Jacksonville, NC 28540 Richlands, NC 28574 Q��fjj
A0va.4illY6
Property description:
Size (acres) 11-4-8 Nearest Town Jacksonville '
Nearest Waterway UT to New River River Basin White Oak �`, ; j F:;
USGS HUC 03020302 Coordinates 34.550114 N-77.439096 W
Location description: The property is located at the southwest corner of Northwest Corridor Boulevard and KB.
Hurst Court. within the Burton todustrfgl Park, In Jacksonville, Onslow County, North Carolinas
Indicate Which of the Following per: PPF0440 "ram
0,4w)
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331 }.
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification:
X There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the Iaw or our published regulations, may be
relied upon for a period not to exceed five years.
X The waters of the U.S, including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on 8/28/2012 . Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(LAMA). You should contact the Division of Coastal Management in Wilmington, NC, at [phone] to determine
their requirements.
Pagel of 2

Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Mr, David E, Bailey at (910) 2514469 /
David.E.Bailev2cd—tisace.army.mil.
C. Basis For Determination
The site exhibits features with Ordinary High Water and wetland criteria as defined in the 1987 Corps Wetland_,
Delineation Manual and Applicable Regional Supplements. The waters on -site include an unnarW tributary (UT)"to
New River - a Relatively„ Permanent Water which flows to the New River, a Traditionally Navigable Water — and
abuttine wetlands. This determination is based on a site visit by David E. Bailey of the U.S. Arm Cor s of Engineers
on 7/31/20M
D. Remarks
Wetlands delineated by Haywood__P_ittm_ an_(Pittman Soil Consulting) with changes made in the field by David E. Baile
SACE.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act.jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985, If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by October 27.2012.
* * It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official:
Date August 28 2012 Expiration Date August 28, 2017
Copy furnished:
Joanne Steenhuis , NCDENR-DWQ, 127 Cardinal Drive Extension, Wilmington, NC 28405
` Ed Foley; Parker & Associates, Inc., P.O. Box 976, Jacksonville, NC 28541-0976