SW8120101_HISTORICAL FILE_20150623

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 12o i o 1
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑� HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
1,015 o(0 23
YYYYMMDD

MC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
June 23, 2015
Commanding Officer
MCB Camp Lejeune
c/o Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28547
Subject: Approved Plan Revision
Camp Johnson NCO Academy, Supply Warehouse and BEQ
Stormwater Permit No. SW8 120101
Onslow County
Dear Mr. Paul:
Donald van der Vaart
Secretary
On June 19, 2015, the Wilmington Regional Office received a request to revise the approved plans for
Stormwater Management Permit Number SW8 120101. The revisions include the removal of proposed
sidewalks and the slight reconfiguration of built -upon areas shown on the plans approved as part of this
revision. The proposed changes impact Drainage Areas A, B, and C. The built -upon area allotment
shown in Section 1.8.b of the previously issued permit and the amount of future built -upon area
available and listed in Section 1.5 of the previously issued permit is therefore revised as follows:
Pond A
Pond B
Pond C
Total Im ervious Surfaces, tt:
271,028
244,609
21,380
Onsite, ft :
227,956
172,928
21,080
Future, ft :
43,072
13,550
300
Offsite, ft:
0
58,131
0
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 replace the old
approved plan sheets with the new ones.
Please be aware that all terms and conditions of the permit modified and re -issued on July 15,
2014, remain in full force and effect. Please also understand that the approval of this revision to the
approved plans for the subject State Stormwater project 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 me at [phone]
Sincerely,
Christine Hall
Environmental Engineer
$1YGDS\canh: \\\Stormwater\Permits & Projects\2012\2012 HD\2015 06 permit_pr 120101
cc: Vincent Chirichella, P.E., Clark Nexson
Wilmington Regional Office
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
[phone] / Fax: [phone] • Internet: http /iportal.ncdenr.org/web/Ir/

Staff NCO Academic Building, Supply Building, and Hoover Road Realignment CN Comm. No. 4686
Stormwater Narrative C L A R K N E X S E N
1.0 PROJECT NARRATIVE
1. General Information
A. Name of Project- Staff NCO Academy Facilides
B. Street Address, City, County- Camp Johnson between Wilson Dr. and Hoover Road,
Onslow County
C. Acres in Tract- 18.11 acres
D. Acres Being Disturbed- 18.11 acres
E. Acres in Wetlands- 0.00 acres
1. Wetlands Must Be Delineated- Wetlands are delineated and the Jurisdictional
Determination OD) was approved by the Army Corps of Engineers on March
16, 2009, expiring March 16, 2014. See Appendix E for JD submittal.
2. Proposed Wetland Impacts Require Permits from Corps & DWQ- There will be
no disturbance of wetlands.
F. Ownership Information From NC Secretary of State Web Site- Camp Lejeune, NC
G. Description of Development Proposal — Permit Modification
Area A: BEQ Wet Detention Basin — The Permit Modification removes a small portion of
On -Site Sidewalks and re -assigns impervious to Future.
Area B: NCO Academic Instruction Building Wet Detention Basin — The Permit
Modification removes a small portion of On -Site Sidewalks and re -assigns impervious to
Future.
Area C: Supply Building Wet Detention Basin — The Permit Modification includes an equal
reduction in On -Site Building area and addition to On -Site Parking.
1. Previous or Existing Permits.
SW8 120101- BEQ Between Wilson Dr and Hoover Road (P-1319 ) - Adding
NCO Wet pond and Supply Wet pond.
ECEN'S
Jul' 19 2015
BY•

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 n-0101
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
C HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
fly 05 (i
YYYYMMDD

®r
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 1, 2014
Commanding Officer
MCB Camp Lejeune
c/o Neal Paul, Deputy Public Works Officer
Building 1005 Michael Road
Camp Lejeune, NC 28547
Subject: Approved Plan Revision
Camp Johnson BEQ between Wilson Dr and Hoover Rd (P-1319)
Stormwater Permit No. SW8 120101
Onslow County
Dear Mr. Paul:
John E. Skvada, III
Secretary
On April 24, 2014, the Wilmington Regional Office received a complete request to revise the
approved plans for Stormwater Management Permit Number SW8 120101. The revisions include
reverting the layout of the sidewalk, amphitheater, and basketball court similar to the condition
originally approved in January 24, 2012 permit. The revisions result in the allotment of impervious
area as follows:
May 2014 Plan
Revision (sq ft
Building / Lots
39,317
Streets
-
Parking
125,292
Sidewalks
22,874
Other fire lane, bb court
37,008
Future
46,537
Total
271,028
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 replace the old
approved plan sheets with the new ones.
Please be aware that all terms and conditions of the permit issued on January 24, 2012, 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 me at (910) 796-
7215.
Sincerely,
Christine Nelson
Environmental Engineer
c 4 GDS\can: MStormwater\Perm its& Projects\2012\120101 HD\2014 05 permit_pr 120101
Y" cc: Howard Resnik, Coastal Site Design
Wilmington Regional Office
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax: [phone]D4

-.
— — - - --DWQ USE ONLY— - --- - - - — - - -- - - - 11
' Date Received
Fee Paid (express only)
Permit Number
odd 8 %�3
Gu Z /O
State of North. Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT PLAN REVISION APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Stormwater Management Permit Number: SW8120101
2. Project Name: Camp Johnson BEQ between Wilson Dr and Hoover Rd (P-1319)
3. Permit Holder's name (specify the name of the corporation, individual, etc.):
MCB Camp Lejeune
4. Print Owner/Signing Official's name and title (person legally responsible for permit):
Neal Paul Deputy Public Works Officer
5. Mailing Address for person listed in item 2 above:
Building 1005 Michael Road
City:Camp Lejeune State:NC Zip:28547
Phone: (910 ) 451-2213
E mail: car 1. h. ba kerQusmc. mi
II. PLAN REVISION INFORMATION
Fax: (910 ) 451-2927
1. Summarize the plan revision proposed (attach additional pages if needed):
On the South side of the BEQ building the sidewalk amplitheather and basketball courts have changed in
III. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the DWQ Office that issued the permit.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original £d 1 copy of the Plan Revision Application Form H'
tz • Two (2) copies of revised plans (must be revisions of original approved plan sheet(s))/�
If applying for Express review (only available in 20 coastal counties):
• Application fee of $500.00 (made payable to NCDENR) �� i �•
VI. APPLICANT'S CERTIFICATION
I, (print or hype name of person listed in General Information, item 3) Neal Paul >F
certify that I have authorized these plan revisions and that the information inclu d on this plan rrepve
application is, to the best of my knowledge, correct and complete. APR 24
6VY J
BY:
Plan Revision Form Rev 13July2010
Pagel of 2

a
l �'- ./��. i..

TLADate:
ECEI M E
APR 9 4
BY:
Plan Revision Form Rev 13July2010 Page 2 of 2

For OENR Use ONLY 1
Reim
North Carolina Department of Environment and
Natural Resources seoma .R.
NCDENR Request for Express Permit Review Con(f
Confirm:
FILL-IN all the information below and CHECK the Permits) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative site plan (PDF file) and vicinity map (same items expected in the application
cackaae of the nroiect location. Please include this form in the application Packaoe.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(a_ncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791.4203; david.lee(rDncdenr.gov
• Mooresville & Winston Salem Region - Patrick Grogan 704-235-2107 or patrick.grogan(ancdenr.gov
• Washington Region -Lyn Hardison 252-948-3842 or Iyn.hardison(7p ncdenrgov
• Wilmington Region -Cameron Weaver 910-796-7303orcameron.weaver(a)ncdenr.gov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: SNCO ACADEMIC BUILDING County: ONSLOW
Applicant: NEAL PAUL, PE DIRECTOR -DESIGN BRANCHCompany: U.S. GOVERNMENT
Address: 1005 MICHAEL ROAD City: CAMP LEJEUNE, State: NC Zip: 28542-2521
Phone: [phone], Fax: [phone], Email: [e-mail]
Physical LocatiomBETWEEN HOOVER ROAD AND WILSON DRIVE
SW Mint
Sw';iwu L6'7
SW
NPDES _
NPDES _
WO _
WD _
E&S _
E&S
Other
Project Drains into NEW RIVER waters - Water classification SC;NISW (for classification see- hap://portal,ncdenr.org/web/wq/ps/csu/classifications)
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: VINCENT CHIRICHELLA, PE Company: CLARK NEXSEN
Address: 333 FAYETTEVILLE ST, SUITE 1000 City: RALEIGH, State: NC Zip: 27601-1747
Phone: [phone], Fax: [phone], Email: [e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
$26037370.00# JOBS °
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ 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
❑ Intermittent/Perennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear It or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stornwater ❑ 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 It)]
® High Density -Detention Pond 3 # 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 (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 scoping and express meeting request)
Wetlands on Site ❑ Yes ® No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No
Received from US ACOE ® Yes ❑ No
Buffer Impacts: ® No ❑ YES: —acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process w/ US ACOE: ❑ Yes ® No Permit
_ For DENR use onh'
Fee Split for multiple permits: (Check # 1 Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mai; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
LOS
$
Stream Deter—
$
NCDENR EXPRESS January 2014

Staff NCO Academic Building, Supply Building, and Hoover Road Realignment CN Comm. No. 4686
Stormwater Narrative C L A R K N E X S E N
1.0 PROJECT NARRATIVE
1. General Information
A. Name of Project- Staff NCO Academy Facilities
B. Street Address, City, County- Camp Johnson between Wilson Dr. and Hoover Road,
Onslow County
C. Acres in Tract- 18.11 acres
D. Acres Being Disturbed- 18.11 acres
E. Acres in \\'elands- 0.00 acres
1. Wetlands Must Be Delineated- Wetlands are delineated and the Jurisdictional
Detern ination QD) was approved by the Army Corps of Engineers on March
16, 2009, expiring March 16, 2014. See Appendix E for JD submittal.
2. Proposed Weiland Impacts Require Permits from Corps & D\\'Q- There will be
no disturbance of wetlands.
F. Ownership Information From NC Secretary of State Web Site- Camp Lejeune, NC
G. Description of Development Proposal — Permit Modification
Area A: BEQ Wet Detention Basin — The Permit Modification removes a small portion of
On -Site Sidewalks and re -assigns impervious to Future.
Area B: NCO Academic Instruction Building Wet Detention Basin — The Permit
Modification removes a small portion of On -Site Sidewalks and re -assigns impervious to
Future.
Area C: Supply Building Wet Detention Basin — The Permit Modification includes an equal
reduction in On -Site Building area and addition to On -Site Parking.
1. Previous or Existing Permits.
SW8-120101- BEQ Between Wilson Dr and Hoover Road (P-1319 ) - Adding
NCO Wet pond and Supply Wet pond.

CN Comm. No.: 4686
Camp Johnson, North Carolina
SlaffNCO Academic Building, Supply Building and Hoover Road Realignment
STORMWATER NARRATIVE
3 March 2014
Clark Nexsen
4000 Westchase Blvd., Suite 280
Raleigh, NC 27607
License # C-1028
Engineer (s): Wyatt Bone, P.E. LEED AP BD+C
Vincent Chirchella, P.E. LEED AP BD+C

TABLE OF CONTENTS
l.v PROJECT NARRRATIVE..................................................................................................I
1.1
Gw'I'13CI-INICAI,INVESTIGATION ..........................................................................................5
2.0
DESIGN APPROACH.......................................................................................................5
2.1
STORN1 DRAINAGE PIPING....................................................................................................5
3.0
WATER QUALITY ANALYSIS......................................................................................5
4.0
WATER QUANTITY ANALYSIS...................................................................................5
4.1
..........................................................................................6
4.2
POS"1' DU:\'EI.OPNISN'I' CONDI'I'IONS.......................................................................................6
APPENDIX A: STORM DRAINAGE CALCULATIONS
APPENDIX B: GEOTECHNICAL REPORT
APPENDIX C: LOCATION AND VICINITY MAPS
APPENDIX D: WETLAND DETERMINATION
APPENDIX E: EROSION & SEDIMENTATION CONTROL CALCULATIONS

Staff NCO Academic Building, Supply Building, and Hoover Road Realignment CN Comm. No. 4686
Stormwater Narrative Clark*Nexsen
1.0 PROJECT NARRATIVE
1. General Information
A. Name of Project- Staff NCO Academy Facilities
B. Street Address, City, County- Camp Johnson between Wilson Dr. and Hoover Road,
Onslow County
C. Acres in Tract- 17.49 acres
D. Acres Being Disturbed- 17.49 acres
E. Acres in Wetlands- 0.00 acres
1. Wetlands Must Be Delineated- Wetlands are delineated and the Jurisdictional
Determination OD) was approved by the Army Corps of Engineers on March
16, 2009, expiring March 16, 2014. See Appendix E for JD submittal.
2. Proposed Wedand Impacts Require Perm is from Corps & DWQ- There will be
no disturbance of wetlands.
F. Ownership Information From NC Secretary of State Web Site- Camp Lejeune, NC
G. Description of Development Proposal
The Staff NCO Project includes four separate sites all located on Camp Johnson. The
development proposal will include one Staff Non -Commissioned Officer's (NCO) Academic
Instruction Building; associated parking, parade field, Outdoor Instruction building, one
Supply Building; associated parking and lay down area, Realignment of Hoover road,
Temporary Gravel Parking lot and sidewalks. Stormwater runoff for the NCO Academic
Instruction Building will be treated by one wet detention basin. Stormwater runoff for the
Supply Building will be treated by one wet detention basin. Stormwater will be conveyed to
the various Best Management Practices (BMPs) by means of grassed swales and storm
drainage pipe networks. The realignment of Hoover road will not require treatment as the
existing road will be removed, resulting in a decrease in BUA. The Temporary Gravel Parking

Staff NCO Academic Building, Supply Building, and Hoover Road Realignment CN Comm. No. 4686
Stormwater Narrative ClarkONexsen
lot will not require treatment beyond the measures installed for E&SC as the lot will be
removed upon completion of the NCO project. The sidewalks will be treated by sheet flow
through grass.
1. Previous or Existing Permits.
SW8 081007- M200 Area Parking and jogging Trail Overall Low Density with
Areas of High Density —Area of high density will be removed from permit.
SW8 120101- BEQ Between Wilson Dr and Hoover Road (P-1319)- Adding
NCO Wet pond.
SW8 111207- Neuse Road Extension Overall Low Density with an Area of High
Density- Adding Supply Building Wet pond as a High Density area.
Although areas of sidewalk will only be treated by sheet flow through grass the overall
treatment of BUA will increase from Pre-existing conditions. Part of the existing parking lot
area South of the NCO was not treated. This project will install a new parking lot in the
same area as the existing and all of that area will be collected and treated.
2. Stormwater Informanon
Staff NCO Wet Detention
Staff NCO Wet Detention Basin will treat the NCO Academic Building, Outdoor
Instruction Building, Parade Field, Parking lot and some offsite area. The drainage area is
46.7% impervious, with a total impervious area of 180,344 sq.ft. A rainwater cistern will
collect roof runoff from the NCO building for building reuse. The wet detention basin was
designed to accommodate the entire roof area and no credit will be sought for the cistern.
Stormwater is conveyed using Low Impact Development (LID) methods of overland flow
and grassed swales to maximum extent possible.
The basin is drawn down through a 2.0 inch orifice in the riser in approximately 3.9 days,
oudetting at a rate of 0.067 cfs (ft'/s). An emergency spillway is provided as a drain
mechanism during emergency storm events. The wet detention basin provides 2.09 feet of
freeboard over the staging elevation for the 100-yr storm and has been designed per
NCDENR Requirements to have a treatment efficiency of 90% TSS Removal for the first
1.5" of runoff.
2

Staff NCO Academic Building, Supply Building, and Hoover Road Realignment CN Comm. No. 4686
Stormwater Narrative Clark*Nexsen
Supply Building Wet Detention
Supply Building Wet Detention Basin will treat the Supply Building, surrounding parking
and laydown area, and most of the entrance drive. The drainage area is 61.6% impervious,
with a total impervious area of 20,564 sq.ft. Stormwater is conveyed using Low Impact
Development (LID) methods of overland flow and grassed swales to maximum extent
possible.
The basin is drawn down through a 1.0 inch orifice in the riser in approximately 2.6 days,
outletung at a rate of 0.11 cfs (ft'/s). An emergency spillway is provided as a drain
mechanism during emergency storm events. The wet detention basin provides 2.04 feet of
freeboard over the staging elevation for the 100-yr storm and has been designed per
NCDENR Requirements to have a treatment efficiency of 90% TSS Removal for the first
1.5" of runoff.
A. Will All Built Upon Area Be Collected -No.
I. Areas of sidewalk will not be collected for treatment (8332 sq.ft.).
II. The NCO parking lot entrances and dumpster area will not be treated (5,713
sq.ft.)
111. The above mentioned untreated areas will be offset at the NCO Wet
Detention Basin by treating the new impervious parking area that will replace
the existing impervious parking area which was not being treated (existing
BUA not treated and being removed: 36,045 sq.ft).
W. The Supply Building entrance will not be treated (1,114 sq.ft.) This area will
be incorporated into the low density portion of SW8 111207. Future will be
reallocated as On -Site Streets. Furthermore the low density drainage area will
increase 332 sift.
B. Identify Whether or Not the Project Has Buffer Requirements & Whether or Not
Development Is Proposed Within A Buffer. NO
C. Disclose Whether or Not OffSiteRunoff Is Coming Onto The Site or Into The
Proposed BMP. Yes- The BMP has been sized to accommodate the offsite drainage.
3

Staff NCO Academic Building, Supply Building, and Hoover Road Realignment CN Comm. No. 4686
Stormwater Nartative Clark*Nexsen
D. If An On -Site Evaluation Of The Soils Has Been Done, Discuss Infiltration Rates,
Seasona I ligh Water Table, etc., and Include Date Of Site Evaluatif,
geotechnical report was prepared on February 5`h, 2014. Among other tests, seasonal
high water table (SHUT testing was completed in the areas of the BMPs. The
Supply Building wet detention basin permanent pool elevation is within 6 inches of
the SHNXIT. The NCO Budding wet detention basin permanent pool is approximately
25 feet below the seasonal high water table. As nearby ditches are at elevation 10 to
13 it is not expected that the pond will draw the water table down. The elevation of
the permanent pool was driven by the storm pipes being able to outlet into the pond
while draining the entire site.
El

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COASTAL SITE DESIGN, PC
Wilmington, NC 28406
Phone: [phone]
Fax: [phone]
License # C-2710
April 24, 2014
Christine Nelson
Express Review Permitting
N.C. Department of Environment
And Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Express Stormwater Submittal
Plan Revision (SW8 120101)
Onslow County
CSD Project No. l 1-0239
Dear Christine:
The enclosed revision is for a change in the layout of the sidewalk and amphitheater located on the southern side of the
building. This plan revision is to go back to the original layout that was permitted in January of 2012 as the plan revision
that was issued on 10/8/2012 never received funding to move forward and the original design was installed. This should
clear up any confusion with adjacent projects and over lapping project limits line. Enclosed please find the following
items.
- two (2) copies of sheets C-130, C-121-122, Drainage Area and Project Limits
- $500 application fee, check # 7870
- Plan revision application
Please call if you have any questions.
Very truly yours,
WWrigh
Encl.: As noted above
cc: Calibre Engineering
CElVE
APR 2 4 2014

COASTAL SITE DESI
PO Box 4041
Wilmington, NC 28406
Phone: [phone]
Fax: [phone]
License # C-2710
May 7, 2014
Christine Nelson
Express Review Permitting
N.C. Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Pond As -Built & Certification
Camp Johnson BEQ Between Hoover and Wilson (P-1319)
CSD Project No. 1 I-0239CJ
Stormwater Project No. SW8 120101
Dear Christine:
Enclosed please find the following items for the referenced project:
- original and one (1) copy of the Stormwater Pond As -Built Drawing
- one (1) original Designer's Certification
We appreciate your assistance in this matter. Please call if you require any additional information.
Sincerely,
Howard Resnik, PE
Encl.: As noted above
ECEIV1G
BY•
ECU V
MAY 0:6 AN

,.<
Nelson, Christine
From: Rodney Wright [[e-mail]]
Sent: Thursday, May 01, 2014 1:46 PM
To: Nelson, Christine; Howard Resnik Contact
Cc: Weaver, Cameron
Subject: RE: SW8 120101Camp Johnson BEQ plan revision
Revised numbers.
2nd Plan Revision
Building / Lots
39,317
Streets
Parking
125,292
Sidewalks
22,874
Other (fire
lane, bb court)
37,008
Future
46,537
Total
271,028
Thanks,
Rodney
From: Nelson, Christine [mailto:christine.nelson(la ncdenr.gov]
Sent: Thursday, May 01, 2014 8:40 AM
To: Howard Resnik; Rodney Wright Contact
Cc: Weaver, Cameron
Subject: RE: SW8 120101Camp Johnson BEQ plan revision
Can you please be a bit more specific? If the entire parking lot is impervious, I suspect the new BUA numbers should be
somewhere in between the original permit and the plan revision:
Original permit (sf)
1'` Plan revision (sf)
Building / Lots
39,317
39,547
Streets
Parking
122,583
125,249
Sidewalks
22,120
33,418
Other
37,008
32,429
Future
50,000
40,385
Total
271,028
271,028
I just want to make sure the numbers are right when I put them in the plan revision.
Thanks!
Email correspondence to and from this address is subject to the North Carolina Public Records Cow

t -and maybe disclosed to third parties unless the content is exempt by statute or other regulation.
From: Howard Resnik [mailto:howardCalcoastalsitedesign.com]
Sent: Wednesday, April 30, 2014 9:13 AM
To: Nelson, Christine; Rodney Wright Contact
Cc: Weaver, Cameron
Subject: RE: SW8 120101Camp Johnson BEQ plan revision
Sorry. The entire parking area is impervious ... so the numbers should be good as is.
Howard Resnik, PE, LEED® AP
Coastal Site Design, PC
3805 Cherry Avenue
Wilmington, NC 28403
910 791 4441 office
910 540 0959 mobile
910 791 1501 fax
www.coastalsitedesign.com
It is the professional opinion of Coastal Site Design, PC that this electronic information provides design information current as of the date of its release. It
is the responsibility of the receiver of this document to examine it and determine whether it is the information requested. In the deliverance of this file we
make no promise as to the usability or compatibility of this file. This file shall not be considered a certified document.
From: Nelson, Christine [mailto:christine.nelson()ncdenr.gov]
Sent: Tuesday, April 29, 2014 5:19 PM
To: Howard Resnik Contact; Rodney Wright
Cc: Weaver, Cameron
Subject: RE: SW8 120101Camp Johnson BEQ plan revision
Howard / Rodney,
I hadn't heard anything and I just wanted to make sure this e-mail went through. I will be out of the office tomorrow
but let me know if you have any questions!
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Low
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Nelson, Christine
Sent: Monday, April 28, 2014 10:10 AM
To: Howard Resnik Contact; Towler CIV David W
Cc: Weaver, Cameron
Subject: SW8 120101Camp Johnson BEQ plan revision
Howard,
I was looking through the plan revision and comparing the changes. I noticed one change in the October 2012 plan
revision was that the medians in the parking lot were changed from pervious to impervious striped pavement. It isn't
clear in the recently submitted documents if this change is still applicable. Can you confirm the status of the medians
and if they are impervious, confirm the new BUA numbers?
Thanks!
Christine

-r
i
Nelson, Christine
From: Nelson, Christine
Sent: Thursday, May 01, 2014 8:40 AM
To: 'Howard Resnik'; Rodney Wright Contact
Cc: Weaver, Cameron
Subject: RE: SW8 120101 Camp Johnson BEQ plan revision
Can you please be a bit more specific? If the entire parking lot is impervious, I suspect the new BUA numbers should be
somewhere in between the original permit and the plan revision:
Original permit (sf)
1" Plan revision (sf)
Building / Lots
39,317
39,547
Streets
Parking
122,583
125,249
Sidewalks
22,120
33,418
Other
37,008
32,429
Future
50,000
40,385
Total
271,028
271,028
I just want to make sure the numbers are right when I put them in the plan revision.
Thanks!
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Howard Resnik [ma iIto: howard(dcoastalsitedesion.com]
Sent: Wednesday, April 30, 2014 9:13 AM
To: Nelson, Christine; Rodney Wright Contact
Cc: Weaver, Cameron .
Subject: RE: SW8 120101Camp Johnson BEQ plan revision
Sorry. The entire parking area is impervious... so the numbers should be good as is.
Howard Resnik, PE, LEED®AP
Coastal Site Design, PC
3805 Cherry Avenue
Wilmington, NC 28403
910 791 4441 office
910 540 0959 mobile
910 791 1501 fax
www, coastalsitedesig n. co m
It is the professional opinion of Coastal Site Design, PC that this electronic information provides design information current as of the date of its release. It
is the responsibility of the receiver of this document to examine it and determine whether it is the information requested. In the deliverance of this file we
make no promise as to the usability or compatibility of this file. This file shall not be considered a certified document.
From: Nelson, Christine [mailto:christine.nelson(cbncdenr.gov]
Sent: Tuesday, April 29, 2014 5:19 PM

i
!; To: Howard Resnik Contact; Rodney Wright
Cc: Weaver, Cameron
Subject: RE: SW8 120101Camp Johnson BEQ plan revision
Howard / Rodney,
I hadn't heard anything and I just wanted to make sure this e-mail went through. I will be out of the office tomorrow
but let me know if you have any questions!
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Nelson, Christine
Sent: Monday, April 28, 2014 10:10 AM
To: Howard Resnik Contact; Towler CIV David W
Cc: Weaver, Cameron
Subject: SW8 120101Camp Johnson BEQ plan revision
Howard,
I was looking through the plan revision and comparing the changes. I noticed one change in the October 2012 plan
revision was that the medians in the parking lot were changed from pervious to impervious striped pavement. It isn't
clear in the recently submitted documents if this change is still applicable. Can you confirm the status of the medians
and if they are impervious, confirm the new BUA numbers?
Thanks!
Christine
** Please note the new direct phone number **
Christine Nelson
Environmental Engineer
State Stormwater Program
NC Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext., Wilmington, NC 28405
Direct: 910-796-7345 / Main: 910-796-7215 / Fax: [phone]
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
No virus found in this message.
Checked by AVG - N'v'tvw.ava.com
Version: 2012.0.2247 / Virus Database: 3722/6914 - Release Date: 04/29/14

Nelson, Christine
From:
Nelson, Christine
Sent:
Monday, April 28, 2014 10:10 AM
To:
Howard Resnik Contact, Towler CIV David W
Cc:
Weaver, Cameron
Subject:
SW8 120101 Camp Johnson BEQ plan revision
Howard,
I was looking through the plan revision and comparing the changes. I noticed one change in the October 2012 plan
revision was that the medians in the parking lot were changed from pervious to impervious striped pavement. It isn't
clear in the recently submitted documents if this change is still applicable. Can you confirm the status of the medians
and if they are impervious, confirm the new BUA numbers?
Thanks!
Christine
** Please note the new direct phone number **
Christine Nelson
Environmental Engineer
State Stormwater Program
NC Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext., Wilmington, NC 28405
Direct: 910-796-7345 / Main: 910-796-7215 / Fax: [phone]
Email correspondence to and from this address is subject to the North Carolina public Records Low
and may be disclosed to third parties unless the content is exempt by statute or other regulation.

For DENR Use ONLY
pWMfl)�
r' Reviewer: Vim_
AlNorthCarolina Department of Environment and Submit: Q • 1) 0 2tf�j
Natural Resources y ,�
NCDENR Request for Express Permit Review T1rt1B
Conff m�
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application 1
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;[e-mail]
• Fayetteville or Raleigh Region -David Lee 919-7914203; [e-mail]
• Mooresville & -Patrick Grogan 704-663-3772 or patrickorogan@ncmaiLnet
• Washington Region -Lyn Hardison 252-946-9215 or Ivn.hardison@ncmaiLnet
• Wilmington Region -Janet Russell910-350-2004 or [e-mail]
NOTE: Project application received after 12 noon will be stamped in the following work day.
Permits of request
SW 120101
SW
SW
SW
SW
Project Name: CAMP JOHNSON BEQ BETWEEN WILSON DR. AND HOOVER RD (P-1319) County: ONSLOW
Applicant: Neal Paul Company: MARINE CORPS BASE, CAMP LEJEUNE
Address: BLDG 1005 MICHAEL ROAD City: MCB CAMP LEJEUNE, State: INC Zip: 28547
Phone: [phone], Fax: [phone], Email: [e-mail]
Physical LOcation:INTERSECTION OF NEUSE AND ROANOKE ROAD
Project Drains into SQNSW waters - Water classification 19-16-4.5 (for classification see-http://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'/2 mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant: HOWARD RESNIK Company: COASTAL SITE DESIGN, PC
Address: PO BOX 4041 City: WILMINGTON, State: NC Zip: 28406-_
Phone: [phone]. Fax: [phone], Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ 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
❑ Intermittent/Perennial Determination: _ It of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear It or _acres)
❑ 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 1 # 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 (Provide permit a)
❑ 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 scoping and express meeting request)
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
.ct+a <xne.sxw+rzx�es.*xessxcrsasxxzsxsmx.rxs-sessmx**FcuDENR use nnl_v""^*a>sanxse txsrs: +Easzwsz.ex:rssaxx�sassasn -:_ zkscass=x+.+
Fee Split for multiple permits: (Check# ) Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mal; [I Min)
$
W (❑ HD, ❑ LD, ❑Gen)
$
401:
$
LOS
$
Stream Deter—
$
NCDENR EXPRESS March 2009

COASTAL SITE DESIGN, PC
PO Box 4041
Wilmington, NC 26406
Phone: [phone]
Fax [phone]
License # C-2710
FOR STORMWATER EXPRESS REVIEW
April 10, 2014
PROIECTNAME: P1319 BEQ Between Hoover and Wilson Road (SW8 120101)
MCB Camp Lejeune, NC
Onslow County
PROJECT DESCRIPTION: This is an existing project that was originally permitted in January of 2012, during the construction phase
of the project a potential change order was issued from NAVFAC to change the location of the basketball courts on the South side of
the site. The contractor instructed CSD to proceed with the plan revision with NCDENR to change the location of the project limits
and subtract some the future impervious as the new layout increased the amount of sidewalk being proposed. After the plan revision
was issued from NCDENR the Navy ran out of funding for the change order and the revised layout as permitted with NCDENR wasn't
installed per the plan revision approved plans and was installed per the original permitted drawings. This second plan revision
submittal is to change the project limits and basketball courts back to the original location so the new project to the South of this site
will not have overlapping project limits.
Stormwater from the site will drain to SC:NSW waters located in the White Oak River Basin (Index 4 19-16-4 .5). The project will be
a high density utilizing a wet basin designed for 90%TSS removal to treat stortnwater from the BEQ, parking lot, road and basketball
courts. Proposed impervious for the site is 42.3%. Runoff from the buildings will discharge into a rainwater harvesting system and
the overflow from the system will be directed into the wet basin. The project will have direct access onto Hoover Road and Wilson
Drive. Water and sewer will be provided by the MCB.
PROJECT BMP: high density wet detention basin
STORMWATER ENGINEER/CONSULTANT: Coastal Site Design, PC
PO Box 4041
Wilmington, NC 28406
Rodney Wright
[e-mail]
910 791 4441 office
910 791 1501 fax

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Weaver, Cameron
From: Rodney Wright ([e-mail])
Sent: Thursday, April 10, 2014 11:30 AM
To: Weaver, Cameron
Cc: Todd Johnson; Howard Resnik Contact
Subject: Express SW submittal request (SW8 120101)
Attachments: Express Narrative_CJ_BEQ_plan_revision#2.pdf; EXPRESS
Request_CJ_BEQ_plan_revision_#2.doc; C-130.pdf
Cameron,
Attached please find an express submittal request for a plan revision to SW8 120101.
Rodney Wright
Engineering Tech
Coastal Site Design, PC
rodnev @ coastal sitedesi an. corn
Ph. 910-791-4441
Fax [phone]
It is the professional opinion of Coastal Site Design. PC that this electronic information provides design information current as of the date of its release. It
is the responsibility of the receiver of this document to examine it and determine whether it is the information requested. In the deliverance of this file we
make no promise as to the usability or compatibility of this file. This file shall not be considered a certified document

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