SW8080206_HISTORICAL FILE_20120131

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 1)$ 02.O�D
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
'Lo a W61
YYYYMMDD

A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
January 31, 2012
Commanding Officer
MCB Camp Lejeune
c/o Carl Baker, Deputy Public Works Officer
Building 1005 Michael Road
Camp Lejeune, NC 28547
Subject: Approved Plan Revision
MCAS New River Exchange AS4040
Stormwater Project No. SW8 080206
Onslow County
Dear Mr. Baker:
Dee Freeman
Secretary
On Janaury 25, 2012, the Wilmington Regional Office received a plan revision for
Stormwater Management Permit Number SW8 080206. The revisions include the
reallocation of the drainage area and impervious area to account for proposed
improvements along Curtis Road that affect the originally permitted drainage area. The
previously approved and permitted drainage area and impervious area for the pond
remains the same. It has been determined that a formal permit modification is not
required for the proposed changes. We are forwarding you an approved copy of the
revised plans for your files. Please add the attached plans to the previously approved
plan sheet.
Please be aware that all terms and conditions of the permit issued on March 13,
2008, remain in full force and effect. Please also understand that the approval of this
revision to the approved plans for the subject State Stormwater Permit is done on a
case -by -case basis. Any other changes to this project must be approved through
this Office prior to construction. The issuance of this plan revision does not preclude
the permittee from complying with all other applicable statutes, rules, regulations or
ordinances which may have jurisdiction over the proposed activity, and obtaining a
permit or approval prior to construction.
If you have any questions concerning this matter, please do not hesitate to call
Georgette Scott or me at [phone].
Sincerely,
Christine Nelson
Environmental Engineer
GDS\can: S:\WQS\StormWater\Permits & Projects\2008\080206 HD\2012 01 permit —Pr 080206
cc: Denise Freund, WK Dickson
Wilmington Regional Office
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] DENR Assistance: 1-877-623-6748 North Carolina
Internet: vrxw.nmaterqualiry.org Naturnllil

DWQ USE ONLY
Date Recceived!
Fee Paid
Permit umber
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 Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resourc
Division of Wate Q lii
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
Ibis 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.):
(�C W44�i %wo z_ E �X a�y0�10
2. Location of Project (street address):
Curtis Road BLd. AS-4040, Marin Corps Air Station New River
City: MCAS New River - MCB Camp Lejeune County:Onslow Zip:28574
3. Directions to project (from nearest major intersection):
From US Hwy 17/ Curtis Road (Main Gate entrance to MCAS New River) south approximately 1 mite to the
intersection of Curtis Road and Schmidt Street, project on right.
4. Latitude: 34' 43' 27" N Longitude: 77' 27' 26" 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 numberSW8 080206 , its issue date (if known)03-03-08 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, 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 ❑Sedimentation/Erosion Control: _
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
ac of Disturbed Area
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
7BY
EIVED2 5 2012
-----

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: Commanding Officer, United States Marine Corns Base, Camp Lejeune North Carolina
Signing Official & Title: Carl Baker, Deputy Public Works Officer
b.Contact information for person listed in item la above:
Street Address: Building 1005 Michael Road
City: Camp Lejeune State: NC Zip: 28542
Mailing Address (if applicable): 1005 Michael Road
City: Camp Lejeune State: NC Zip: 28542
Phone: (910 ) 451-2213 Fax: (910 ) 451-2927
Email: [e-mail]
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 Owner/(
Signing Official &
b.Contact information for person listed in item 2a above:
Street Add
Mailing Address (if applicable):
Phone: ( ) 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:
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
Phone:
Email:
Fax: ( )
Zip:
4. Local jurisdiction for building permits: Camp Lejeune Officer in Charge of Construction (OICC
Point of Contact: McKenney Hartman Phone #: (910 ) 440-2787
RECEIVE'
Form SWU-101 Version 071un2010 Page 2 of
AN 2 5 2012

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater wet detention basin.
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 PUD Approval 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: 7.19 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+:7.19 acres
Total project area shall be calculated to exclude the following the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High 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 (BUA). Non -coastal wetlands landward of the NHW (or MHW) line cony
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 70.3% %
9. How many drainage areas does the project have?l (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.
Basin Information
Draina e Area 1
Drain e Area _
Draina e Area _
Draina e Area _
Receiving Stream Name
Southwest Creek
Stream Class *
C; HQW, NSW
Stream Index Number *
19-17-(6.5)
Total Drainage Area (so
313,156
On -site Drainage Area (sf)
313,156
Off -site Drainage Area (sf)
0
Proposed Impervious Area** (so
220,133
% Impervious Area** total
70.3%
Impervious" Surface Area
Drainage Area 1
Drainage Area
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
0
On -site Streets (so
5580
On -site Parkin (so
0
On -site Sidewalks (so
971
Other on -site (so
0
Future (so
0
Off -site (so
1419
Existing BUA*** (so
212,163
Total (so:
220,133
Streann Class and Index Number tarn be determined at: http://portal.nedenr.or oebAvq/ps/csu/classihrnNons
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
C�E'CEIVED
Form SWU-101 Version 07Jun2010 Page 3 of JAN 2 5 2012
BY:

'Report only that atuount of existing BUA that will retrain 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.
Projects in Union County: Contact DPVQ 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 A'CAC 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
fromhttp://portal.ncdenr.org/web/wq/ s/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://portal.ncdenr.org/web/wq/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 h ttp: / / portal.ncdenr.org/web/wq/ws/so/maps.)
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 hap://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. �lG
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. *e`er���5��
4. Permit application processing fee of3595 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress.htmI 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 fo-r-t.�r
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the �Jl
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/
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.
in. 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).
p. Vegetated buffers (where required).
Form SWU-101 Version 07Jun2010 Page 4 of 6
%AA
,I)X
RECF-IVEzy
JAN 2 5 ZWZ
BY:

_;<
��;'1•�
,..
._,.� ;
r�-
,.rr�
�M CC!.'1-'� i�/�.�f1:�C.... �f': 1:��:�iC �.q fi: /i. j� J �� _.
�,.��,.
,!��
/; ;
vr-�

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"xll" 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 verihj the SH VI prior
to submittal, [phone].)
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 u
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 / CSea rch.aspx
VIL 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
http:/ /portal.ncdenr.org/web/wq/ws/su/statesw/forms does. 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
Phone: (910 ) 762-4200
Email:—[e-mail]
State: NC Zip:28401
Fax: (910 ) 7624201
IX. PROPERTY OWNER AUTHORIZATION (if Contact I nfornmtion, item 2 has been filled out, complete this
section)
1, (print or hjpe 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 Infonmrtion, item la) with (print or hjpe name of organization listed in
Contact Information, item la) 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.
L'JA'N
IVED5 2012
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 cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with 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 a valid permit. I understand that the operation of a stormwater treatment facility without a valid
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 to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of I County of
do hereby certify that
personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
1, (print or hfpe mmie of person listed in Contact Informmhon, item 1a) car -
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 complies with the requirements of the
applicable stoyK�\ater rules under NCAC 2I-I .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signature: / J�: / ��� Date: % - 3 Q
-11
1, fy/lc a Notary Public for the State of M�/�111's . County of
OAJI,u /`" do hereby certify that 9,� personally appeared
before me thisd day of „%'- c;5/ , and acknfoovvwleddg the due execution of the application for
a stormwater permit. Witness my hand and official seal, ekn/� (F' 14�—_
E BONNET Ey PubIICwCountyorth Carolina
lres 6
44/1
SEAL
My commission expires ram/ '��/ '-k9/J
Form SWU-101 Version 07Jun2010 Page 6 of
RECEIVED
JAN 2 5 2012
BY:

MEMORY TRANSMISSION REPORT
FILE NO.
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
890
02.01 09:35
8 919104512927
2
02.01 09:38
02.01 09:39
2
OK
*** SUCCESSFUL TX NOTICE
TIME
FAX NO.1
NAME
***
s.nie oa Ivorau cnroam.
pepnrt man{ of Envtronanan[ and N.[ura Anwurccs
Wla mtngtoo R.gbnr[ Opaca
:02-01-'12 09:39
:910-350-2004
:DENR Wilmington
b...eriY Eo..es Prreun, Governor FAX C®VFR SF�ET Der Ficrirvn, saer.�ry
Dnm: � /—�O / a— No. Pagca (cxcl. comer):
T. Caemor
Co: `-�pI�GEJ�Edw/ � /f%�js Phnom f910) 796-7336
f220) 350-2004
.S1,d8� 0 90 �06
137 ,.�v.lmn� V���e [.xm ncn,u, �Im mam n. Nf: 28i0� a (YIOI 3Y6-7215 n Au EV ual Oppont�nfy A[R�m ua�ve. A��lon Em plo Ye,

a
State of North CzcoHna
Department of Environment and Natural Resources
Wilmington Regional Office
Eeverh Eaves Perdne, Governor FAX COVER SHEET Dee Freeman, Secretary
Date: �'�� �� No. Pages (excl. cover): /
To: [���pG /�P� r UC '�v/-S From: Jo Casmer
Co: ��//%T L/E•'��/�� Phone: [phone] _
Fax: Fax: [phone]
Re:
I Y7 Qrdin:d Drive h:x l ension, Wilmington, N(7,29405 ,(910) 796-7M � An Equal Opportunity Aflmilative Action Employer

i "MEMORY TRANSMISSION REPORT
FILE NO.
892
DATE
02.01
09:36
TO
S 97624201
DOCUMENT PAGES
2
START TIME
02.01
09:39
END TIME
02.01
09:40
PAGES SENT
2
STATUS
OR
*** SUCCESSFUL TX NOTICE
TIME :02-01-'12 09:40
FAX NO.1 :910-350-2004
NAME :DENR Wilmington
***
Stn[o o[Nort6 CoroRue
Depe[[ment of ]TnH[e of and Nn[vrnl Roourco
Wllafsp[oo Reglooef O([loe
D��nsrlY Eirrs P�rdur, G/>ovcruor FAX COVER SIYEE'1' Dn Frr...[vn. Secrctrry
Datc: � � XO��-� No. Pagca (cxcl. covcr):
To: '"�F/JIBE ��ed��7� From: to c.mmvr
Phonc (910) 796_7336
(910) 350-200a
12: t: wdin[I Urivc t=wbnc,on. W,Im�n¢�on. Nf. 289f15 0 (Y 111) "196-"1215 Au F.'quil t:lV Pon��nf�y AtR�n�e[ir� Aeaion F_mFloye,

Mate of North Carolina
Department of Environment and Natural Resources
Wilmington Regional ®Bice
Bever[v Bares Perdue, Governor FAX COVER SHEIET Dee Freeman, Secretary
Date: "! '1—�0�0
Co:
Fax:
Re:
No. Pages (excl. cover):
From: Jo Casmer
Phone: [phone]
Fax: [phone]
117 Cardinal Drive Extension, Wilmington, NC 28405 0 [phone] o An Equal Opponuniry Affirmative Action Employer

STORMWATER NARRATIVE
Exchange Renovation MCAS New River, NC
(SW8 080206)
Plan Revision
for
United States Marine Corps Base
Camp Lejeune, North Carolina
January 2012
PCN CARP
SEAL -
028--5II97 =
L.
Prepared by:
W. K. Dickson & Co., Inc.
909 Market Street
Wilmington, North Carolina 28401
[phone]
Navy Contract No. N40085-10-D-5303
CATLIN Project No. 210038
WKD Project No. 20100150.00 WL
RECEIVED
JAN 2 5 2012
sY:

The commanding officer, United States Marine Corps Base, Camp Lejeune, is planning to
construct a new entrance road for the Camp Geiger facilities near Jacksonville, North
Carolina under the P1268B Camp Geiger Access Upgrades project. The project will
include the widening of Curtis Road; construction of Church Street Extension, the new
entrance road to Camp Geiger; construction of Campbell Street Extension, a new road
connecting Curtis Road and Campbell Street; construction of two new roads connecting A
Street and Church Street; associated drainage improvements (culverts and vegetated
ditches); associated improvements such as landscaping, utilities, training facilities, signage,
and roadway lighting; and demolition of existing roadways.
These proposed developments necessitate a plan revision to the NCDENR approved
stormwater plan issued under SW8 080206 for the Exchange Renovation MCAS New River,
NC.
Currently, runoff from the Exchange site sheets flows across the parking lot into the existing
roadside ditched along Curtis Road and Schmidt Street. The stormwater is then conveyed
to an existing wet detention basin located on the south side of the existing Exchange
building and just west of Schmidt Street. The wet detention basin was designed to treat the
first 1.5" of rainfall from the project drainage area and was designed for 90% TSS removal.
Currently, the drainage area being conveyed to the wet detention basin is 7.19 acres with a
total impervious area of 220,133 ft'.
The proposed plan revision will maintain the drainage area at 7.19 acres. The proposed
plan revision will remove 7,970 ftz of impervious area currently draining to the basin and
add 7,970 ft` of impervious area to the basin for a zero net gain / loss in the overall
drainage area and impervious area being conveyed to the wet detention basin.
There will be no modifications to the existing wet detention basin as a part of this plan
revision.
RECEIVED
JAN 2 5 2012
BY:

V11Jluvv l Uullty I IVFl ILy 1\l.l.V1LLJ UIW
14r" a Vi i
I CONTACT US I HELP
► Profile
Sales
Residential
Commercial
OBY
Permits
Land
Sketch
Full Legal
Agricultural
Photos
Values
Onsow County CIS
Onslow County Website I Register of Deeds I GIS/Property Mappings
Home Search Property Records
Owner Address Parcel ID Advanced
Parcel ID: 036500 Map #: 1999-99 Tax Year: 2011
Luc: Clear Class: Vacant NBHD: CURRENT RECORD
UNITED STATES OF AMERICA 1 Of 1
Exempt: E
Parcel
Parcel
Tax Year
Property Addess
Unit Desc
Unit #
NBHD
Class
Land Use Code
Living Units
Mapping Acres
CAMA Acres
Location
Fronting
Zoning
Map #
PIN Number
Total Cards
Record Type
Legal
Legal Description
Township
City Code
Jurisdiction
Plat Book-Page/Subd #
Owner Details
Owner 1
Owner
Customer ID
Address
Mailing Address
% Ownership
Nature of Ownership
Buffer Search
036500 REPORTS
2011 —
Property Record CeN
-
Vaacaca nt
24 - Clear
101999.43
101999.43
1999-99
436001377695
0
R
CLNC 170 SQUARE MILES
110-JACKSONVILLE
00 - UNINCORPORATED ONSLOW
1000-JACKSONVILLE UNINCORPORATED
02-102
UNITED STATES OF AMERICA
999999000
1510 GILBERT ST
NORFOLK, VA
23511
100
Printable Summary
ra Printable Version
Data Copyright Onslow County, NC [Disclaimer] [Privacy Polity] Last Updated: 16 May 2011
-30 Site Design Copyright 1999-2010 Akanda Group LLC. All rights reserved.
f MC�l V ED
JAN 2 5 2012
BY:
http://property.onslowcountync. govIForms/Datalets.aspx?mode=PROFILEALL&UseSear... 5/17/2011

A
NCDENR
o8020(0 ?R For DENR Use ONLY
Reviewer:
North Carolina Department of Environment and Submit:
Natural Resources — i
0
Request for Express Permit Review Time: 3
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review.
Coordinator along with a completed DETAILED narrative. site plan (PDF file) and vicinity (san
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828.296-4698;alison.davidson(cbncmail.net
• Fayetteville or Raleigh Region -David Lee 919.791.4203; david.lee(&_ncmai1.net
• Mooresville & -Patrick Grogan 704-663.3772 or Patrick.( roganfolncmaii.net
• Washington Region -Lyn Hardison 252-946.9215 or Iyn.hardison(dncmail.net
• Wilmington Region -Janet Russell910-350.2004 or ianet.russe118DncmaiLnet
NOTE: Project application received after 12 noon will be stamped in the following work day
confirm: 1_ 1"1
FAX or Email the completed form to
Permits of request
Sw
SW
SW
SW
SW
v�
Project Name: EXCHANGE RENOVATION MICAS NEW RIVER, NC County: ONSLOW
Applicant: CARL BAKER Company: USMCB CAMP LEJEUNE
Address: I&E BLD. 12 MARINE CORPS BASE PSC BOX 20004 City: CAMP LEJEUNE, State: NC Zip: 28542-_
Phone:[phone], Fax: [phone], Email:
Physical Location:ADJACENT TO INTERSECTION OF CURTIS ROAD AND SCHMIDT STREET
Project Drains into SOUTHWEST CREEK waters — Water classification CNSW (for classification see-hnp://h2o.enr.state.nc.us/bims/reports/reportsWB.html)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N , within Y2 mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant: DENISE L. FREUND, PE Company: WK DICKSON & CO.. INC.
Address: 909 MARKET STREET City: WILMINGTON, State: NC Zip: 28409-_
Phone: [phone], Fax: [phone], Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DINO, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
ElIntermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Welland (_linear It or _acres)
El Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ® Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ® Plan Revision ❑ Redev. Exclusion SW 8080206 (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scopina and express meetfna reauest
Wetlands on Site ❑ Yes ® No Buffer Impacts: ® No ❑ YES: _acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ❑ 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
uurrrrrrrrrru rrrrrrrrrurrrurr rr••rrrrrrarr rrr. rrr* For DENR use only.*^^rrrrarr urrrrrrrurrrrrr rrr rrrrrrru r»urrr♦rrurur
Fee Split for multiple permits: (Check# 1 Total Fee Amount E
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mal; ❑ Min)
$
(❑ HD, El LD, ❑ Gen)
$
1 401:
$
Los
$
I Stream Deter,_
$
NCDENR EXPRESS March 2009
r'CEIVED
JAN 1 0 201Z
BY:

P1268B Camp Geiger Access Upgrades
Location Map
Not to Scale
P1268B Camp
Geiger Access
0l40 Upgrades
1050 Low Density Permit
�O
'90
V
SITE E � 11TH TREET�
� � ¢ CUR11S ROAD
J o��,rOl Exchange Renovation
o MCAS New River
XPlan Revision
SW8 080206
COBELL STREET
qy MCAS New River
Commissary
S� Minor Modification
FFT SW8 991135
JAN 1 0 ZG12

The commanding officer, United States Marine Corps Base, Camp Lejeune, is planning to
construct a new entrance road for the Camp Geiger facilities near Jacksonville, North
Carolina under the PI268B Camp Geiger Access Upgrades project. The project will
include the widening of Curtis Road; construction of Church Street Extension, the new
entrance road to Camp Geiger; construction of Campbell Street Extension, a new road
connecting Curtis Road and Campbell Street; construction of two new roads connecting A
Street and Church Street; associated drainage improvements (culverts and vegetated
ditches); associated improvements such as landscaping, utilities, training facilities, signage,
and roadway lighting, and demolition of existing roadways.
These proposed developments necessitate a plan revision to the NCDENR approved
stormwater plan issued under SW8 080206 for the Exchange Renovation MCAS New River,
NC.
Currently, runoff from the Exchange site sheets flows across the parking lot into the existing
roadside ditched along Curtis Road and Schmidt Street. The stormwater is then conveyed
to an existing wet detention basin located on the south side of the existing Exchange
building and just west of Schmidt Street. The wet detention basin was designed to treat the
first 1.5" of rainfall from the project drainage area and was designed for 90% TSS removal.
Currently, the drainage area being conveyed to the wet detention basin is 7.19 acres with a
total impervious area of 220,133 ft'.
The proposed plan revision will maintain the drainage area at 7.19 acres. The proposed
plan revision will remove 7,970 ft' of impervious area currently draining to the basin and
add 7,970 ft' of impervious area to the basin for a zero net gain / loss in the overall
drainage area and impervious area being conveyed to the wet detention basin.
There will be no modifications to the existing wet detention basin as a part of this plan
revision.
JAN 1 0 201Z

mrw+r'+\r+mu\o+�W�+n\m�m.mm.V�V.m�m�vygayMemr..M umn r�r ynp .`M,M amp.-ra
o qe��"U' a�CSvs 4
a aaaq� aaaaga�s a
g F �
E
� 5
Y
Y
a
N
n
q
P1268B CAMP GEIGER ACCESS UPGRADES
ENI6 NG EXCHANGE SORMWAMR BOUNDARY I I I I N I I I h 4911 If I1 qOM 11r7
_I_I
D i DO Ip

no
I
m_
i r
I � � ,- '__ ' __' . _ova ra� �,i—• — �.;,��� � I ._.
\ s'
tee,
V
P
Y
/P
- wSRU [xolnxi{ SIPNwn RR &UMAtt
® vmwxars Axu m�ovm mou snmwnRB B�uwuvr
nrzvmas uu Aoom m srtauwArtB ewxo.wY
WIMPo E%CN M STMWAJFR BWNWY ABEA: 113.1% ff
INP ms A BENO14O FROM B WAM BMMMY.
nw s
M ff
bff
ff
5 Sff
Joni: MO ff
IWPMMWS A AOWEO TO Sro WAM BWNOANY:
52529
KB S
14197
27
roJAL nJo s
!I! — Z < a AW m ix
s.Ne r - n' xwc
JAN 1 0 2012
n

500
ArchitectsendEngineers 904791-4Ij®HASKELL III RiversidAvenue fax [phone]
Haskell Architects and Engineers Jacksonville, Florida 32202 v wwshehaskellco.com
To: Ms. Jo Casmer
Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, North Carolina 28405
DATE: January 8, 2009
s-�
Transmittal
PROJECT: MCAS New River Exchange Renovations SUBJECT: Designer's Certification
Jacksonville, North Carolina
6600703
We are sending you ® herewith the following documents on this project.
❑ under separate cover
NUMBER
COPIES
DRAWING
NUMBER
DATED
TITLE OR DESCRIPTION
PREPARED BY
1
1/6/09
Signed and Sealed Designer's Certification
Haskell
JAN 1 2 2009
BY:
These documents are being submitted to you:
® For your use. ❑ Please sign and return both copies; one executed copy will be returned to you
❑ For estimating purposes. ❑ For your approval. Please return() copies "APPROVED" or, "APPROVED AS NOTED".
❑ Approved. ❑ Due to revisions. Please acknowledge receipt, advising if these revisions will affect the
❑ Approved as noted. contract price.
❑ For
REMARKS:
COPIES TO: Ms. Kally Gibbs
Ms. Denise M. Ramsey
Very truly yours,
HASKELL
OI
Myra .Jones, P.E. LEED A
Senior vil Engineer

State Stormwater Management Systems
Permit NOrSW8 080206
Exchange Renovation,
Stormwater Permit No.
Onslow County
MCAS New River, NC
SW8 080206
Designer's Certification
I, MYRA W. SoN66 as a duly registered PgcF,�zroA)At- F°WZ&)g��
in the State of North.Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
r
CAMP GESUOVE
for puecsG uJoaks oFxrcE or MAg=V— comft(Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registratic
Date
Cell
acmccu+u.... a
9J•d�N CARS°'�,
p�:�FESS%0- e
_; aQ 9
St'A�. l °•
031309
—,��... NEB .
''MMq W. J�....��J
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 080206'
Certification Requirements:
✓ 1. The drainage area to the system contains approximately the permitted
acreage.
✓ 2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
✓ 4. All roof drains are located such that the runoff is directed into the system.
L5. The outlet/bypass structure elevations are per the approved plan.
L& The outlet structure is located per the approved plans.
7. Trash rack is provided on the outletlbypeas structure.
8. All slopes are grassed with permanent vegetation.
✓ 9. Vegetated slopes are no steeper than 3:1.
✓10:. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
r/ 12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
Z14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
,✓ 15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections

U.S. DEPARTMENT OF THE DaTMOR
NU U.S. GEOLOGICAL SURVEY
,.LG,Si
A
34-4
w
um