SW8090630_HISTORICAL FILE_20120919

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 CD ,i O 6 3 a
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
Cj7 HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20a a9 19
YYYYMMDD

A��".
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakiid, P. E.
Governor Director
September 19, 2012
Commanding Officer
USMCB Camp Lejeune
c/o Carl H. Baker, Deputy Public Works Officer
Building 1005 Michael Road
Camp Lejeune, NC 28547
Dee Freeman
Secretary
Subject: State Stormwater Management Permit No. SW8 090630 Mod.
Base Entry Road P-1382, P-1383 and P-1384
High Density Permit - Overall Low Density Linear Road Project with
BMP's for the Collected Areas and Areas of Higher Density
Onslow County
Dear Mr. Baker:
The Wilmington Regional Office of the Division of Water Quality received a complete
modification to the previously issued Stormwater Management Permit for the Base
Entry Road P-1382, P-1383 and P-1384, on September 13, 2012. Staff review of the
plans and specifications has determined that the modified project, as proposed, will
comply with the Stormwater Regulations set forth in Session Law 2008-211 and Title
15A NCAC 21-1.1000. We are forwarding modified Permit No. SW8 090630, dated
September 19, 2012, for the construction, operation and maintenance of the built -upon
areas and BMP's associated with the subject project.
The modifications covered by this permit include the following:
1. The addition of 180,224 square feet of 80-foot right-of-way for Car Wash Road to
the overall low density project area.
2. The addition of 78,769 square feet of impervious area for the 24-foot-wide street
paving for Car Wash Road.
3. ' Designation of the leftover BUA as "future" development for driveway crossings or
other BUA.
There are no changes to the seven (7) previously permitted BMP's, All of the 78,769 sf
of BUA associated with this modification was added within the low density area and did
not impact the drainage area of any of the permitted BMP's.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any
development approval issued by the Division of Water Quality under Article 21 of
Chapter 143 of the General Statutes, which is current and valid at any point between
January 1, 2008, and December 31, 2010. The law extends the effective period of any
stormwater permit that was set to expire during this time frame up to three (3) years
from its current expiration date. On August 2, 2010, the Governor signed Session Law
2010-177, which granted an extra year for an extension of up to four (4), years. The
expiration date of this permit has been adjusted to reflect this extension.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 1�TOne
Phone: [phone] FAX: [phone] DEN R Assistance: 1-877-623-6748 1 V _wh Carolina
Internet: www.ncwaterquality.org `atur ll ]►
6n r: oaI r)—tnnlh,I Affi,—tivn & 6h r—I-- - d i/ LL"l�

State Stormwater Management Systems
Permit No. SW8 090630 Mod.
This permit shall be effective from the date of issuance until December 31, 2021, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 15DB of the
North Carolina General Statutes, and must be filed with the OAH within thirty (30) days of
receipt of this permit. You should contact the OAH with all questions regarding the filing fee
(if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at
www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Linda Lewis at [phone].
Sincerely,
57a2 Charles Wakild, P. E., Director
Division of Water Quality
GDS/arl: S:1WQS\StormwaterlPermits & Projects120091090630 HD12012 09 permit 090630
CC' Jeff Meador, P.E., RK&K Consulting Engineering
Louise Slate, P.E., MACTEC Engineering & Consulting
Wilmington Regional Office Stormwater File
Paqe 2 of 9

State Stormwater Management Systems
Permit No. SW8 090630 Mod.
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
OVERALL LOW DENSITY DEVELOPMENT WITH
BMP's FOR THE COLLECTED AREAS AND AREAS OF HIGHER DENSITY
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
USMCB Camp Lejeune
Base Entry Road P-1382, P-1383 and P-1384
NC 24 to Piney Green Road, MCB Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of an overall 24% low density development and
seven (7) wet detention ponds to treat the collected areas and the areas with a higher density,
in compliance with the provisions of Session Law 2008-211 and Title 15A NCAC 2H .1000
(hereafter collectively and separately referred to as the "stormwater rules") and the approved
stormwater management plans and specifications and other supporting data as attached and
on file with and approved by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until December 31, 2021, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. The overall tract built -upon area percentage for the project must be maintained at 24%.
This project is allowed a maximum of 4,730,506 square feet of BUA, based on 24% of
the project area of 19,718,657 sf. A total of 4,624,851 square feet is currently proposed
and covered by this permit. A plan revision or modification to this permit is required for
any additional BUA beyond 4,624,851 square feet. There is 105,655 square feet of
BUA available for future development within the permitted project area.
3. The stormwater systems proposed to treat the runoff generated by the designated
collection systems have been approved for the management of stormwater runoff as
described in Section 1.10 of this permit.
4. The low density portion of this project utilizes a linear road project with roadside swales
to treat runoff. Swales must be designed to pass the peals flow from the 10 year storm
at a non erosive velocity and be maintained with a dense vegetated cover.
5. Stormwater runoff that is directed to flow through wetlands shall flow into and through
these wetlands at a non -erosive velocity of 2 fps or less.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 090630 Mod.
6. The road construction is broken up into three Contracts, A, B and C. The maximum
BUA of 4,730,506 square feet covers all three contracts. This permit also covers the
seven (7) wet detention ponds, A-1, A-2, A-3, B-1, B-2, C-1 and C-2 that will serve the
collected portions of the project.
7. A 50-foot-wide vegetated buffer shall be provided adjacent surface waters, measured
horizontally from and perpendicular to the normal pool of impounded structures, the top
of bank of both sides of rivers and streams and the mean high waterline of tidal waters.
Except for water dependent uses such as bridges, no built -upon area shall be located
within the buffer.
8. Within the low density portions of the permitted project, the only runoff conveyance
systems allowed will be vegetated conveyances. The minimum side slope for non -curb
outlet swales is 3:1 (H:V) as defined in the stormwater rules and as shown on the
approved plan. -
9. No piping shall be allowed except those amounts shown on the approved plan.
10, The runoff from the collected portions within this overall low density project is being
treated in seven (7) wet detention ponds. The following design elements have been
permitted for the wet detention pond stormwater facilities, and must be provided in the
system at all times.
Pond Number
A-1
A-2
A-3
B-1
B-2
C-1
C-2
a. Drainage Area, acres:
2.77
2.79
10.96
1.17
1.57
2.77
1.91
Onsite, ft2:
120,575
121,731
477,373
50,843
68,605
120,837
82,995
Offsite, ft2:
0
0
0
0
0
0
0
b. Total Built Upon Area, ft2:
92,623
92,929
226,917
36,969
42,365
92,322
66,427
Road, ft2:
92,623
92,929
161,738
36,969
42,365
92,322
66,427
Buildings, ft2:
0
0
10,695
0
0
0
0
Parking, ft2:
0
0
4%846
0
0
0
0
Sidewalk ft2:
0
0
4,638
0
0
0
0
Offsite, ft�:
0
0.
0
0
0
0
0
c. Average Design Depth, feet:
3.5
3.5
3.5
3.0
3.0
3,0
3.0
d. TSS removal efficiency:
90%
90%
90%
90%
90%
90%
90%
e. Design Storm, inches:
1.5
1.5
1.5
1.5
1.5
1,5
1.5
f. Permanent Pool Elev., FMSL:
7.50
16.50
17.0
%5
8.5
6.0
1.5
g. Permanent Pool Area,ft2
12,406
13,346
25,785
6,061
10,724
11,141
8,140
h. Permitted Storage Volume, ft3;
13,966
14,916
28,583
4,987
5,927
17,479
13,444
i. Storage Elevation, FMSL:
8.50
17.50
18.0
11.2
9.0
6.3
2.9
j. Controlling Orifice, pipe 0, in.:
2.0
2.0
3.0
1.25
1.5
2.0
1.5
k. Controlling Orifice flowrate. cfs:
0.058
0.058
0.128
.019
.023
,067
.039
I. 1 yr 24 hr pre-dev. Q peak, cfs:
1.97
1,99
7.8
0.83
1.12
1.97
1.36
m. Permanent Pool Volume, ft3:
33,888
39,365
80,652
13,520
26,990
27,923
17,551
n Forebay Volume, ft .-
6,099
7,715
15,041
2,878
5,692
5,222
3,426
o. Maximum Fountain Horsepower:118
118
114
0
0
0
0
p. Receiving Stream:
----Northeast Creek----
-Searhead Creek-
-Wallace Creek-
q. River Basin:
WOK02
WOK02
WOK02
r. Stream Index Number:
19-16-(3.5)
19-20-1
19-20
s. Classification of Water Body:
"SC
HQW NSW'
"SB NSW'
"SB NSW"
II. SCHEDULE OF COMPLIANCE
1. No one shall fill in, alter, or pipe any drainage feature (such as swales) shown on the
approved plans as part of the stormwater management system without submitting a
revision to the permit and receiving approval from the Division.
2. The permittee is responsible for monitoring the project on a routine basis to verify that
the proposed built -upon area for the project does not exceed the maximum allowed by
this permit.
Page 4of9

State Stormwater Management Systems
Permit No. SW8 090630 Mod.
3. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in the
notice, the permittee shall submit a written time schedule to the Director for modifying
the site to meet minimum requirements. The permittee shall provide copies of revised
plans and certification in writing to the Director that the changes have been made.
4. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
5. The runoff from all built -upon area within the individual drainage areas of the high
density collected portions of the project must be directed into the appropriate permitted
stormwater control system. `
6. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to the approved plans, regardless of size.
b. Redesign or construction of additional built -upon area in excess of the amount
covered by this permit.
C. Further development, subdivision, acquisition, or sale of any, all or part of the
project area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
d_ Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of BUA within any designated future areas.
7. The Director may determine that other revisions to the project should require a
modification to the permit.
8. All stormwater collection systems, swales and BMP's must be located in either public
rights -of -way or dedicated common areas or recorded easements. The final plats for
the project must be recorded showing all such required easements, in accordance with
the approved plans.
9. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
10. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has
been installed in accordance with this permit, the approved plans and specifications, .
and other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification.
11. If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
12. Unless otherwise shown, permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 090630 Mod.
13. Decorative spray fountains will be allowed in the stormwater treatment system, subject
to the following criteria:
a. The permanent pool volume is a minimum of 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool
surface.
C. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
d. The falling water from the fountain must be centered in the pond, away from the
shoreline.
e. The maximum horsepower for the fountain's pump is described in Section 1.10 (o)
of this permit.
14. The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater system function at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and piping.
a. Access to all components of the system must be available at all times.
15. Records of maintenance activities must be kept by the permittee. The records will
indicate the date, activity, name of person performing the work and what actions were
taken.
16, Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any items not
in compliance must be repaired or replaced to design condition prior to the transfer.
Records of maintenance activities performed to date will be required.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. At least 30 days prior to a change of ownership, or a name
change of the Permittee or of the project, or a mailing address change, the permittee
shall submit a completed and signed "Name/Ownership Change Form" to the Division
of Water Quality, along with the documents as listed on page 2 of the form. The project
must be in good standing with DWQ. The approval of this request will be considered on
its merits and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions of this
permit until such time as the Director approves the transfer request. Neither the sale of
the project nor the conveyance of common area to a third party constitutes an
approved transfer of the stormwater permit_
3. Failure to abide by the conditions and limitations contained in this permit may subject
the Permittee to enforcement action by the Division of Water Quality, in accordance
with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal), which have jurisdiction.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 090630 Mod.
5_ This permit shall become void unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
6. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
7_ The permit may be modified, revoked and reissued or terminated for cause. The filing
of a request for a permit modification, revocation and re -issuance or termination does
not stay any permit condition.
8. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
9. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
10. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
11. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the renewal
application, appropriate documentation and the required processing fee,
Permit modified and reissued this the 19th day of September 2012
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
k Charles \elakild, P. E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 7 of 9

W
State Stormwater Management Systems
Permit No. SW8 090630 Mod.
Base Entry Road P-1382, P-1383 and P-1384
Stormwater Permit No, SW8 090630 Mod.
Onslow_Cou
Designer's Certification
Page 1 of 2
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (period icallylweeklylfull time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent of
the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

t
Certification Requirements:
cc:
State Stormwater Management Systems'
Permit No. SW8 090630 Mod.
Page 2 of 2
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.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
T. Trash rack is provided on the outlet/bypass 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.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
NCDENR-DWQ Regional Office
Page 9 of 9

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
+❑
/
Applicable Rules:
(select all that apply)
ElCoastal SW- 5 Coastal SW - 2008 ❑ Ph 11- Post Construction
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. 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.):
New Base Entry Point and Road (P1382,1383, and 1384), U.S. Marine Corps, Camp Lejeune (includes
Hospital Cor s Road
2. Location of Project (street address):
U.S. Marine Corps Base, Camp Lejeune
City: Camp Lejeune County: Onslow Zip: 28547
3. Directions to project (from nearest major intersection):
Heading north into iacksonville on US 17, turn onto NC 24 toward Camp Lejeune. The new base entry road
is located to the right before the pedestrian bridge over Rte 24 between Ellis Road and Bell Fork Road.
Hospital Corps Road is located on base off Brewster Blvd, across from Stone Street_ Use the main entLy gate
to Camp Lejeune off Rte 24 onto Holcomb Blvd, turn right on Brewster Blvd. and go approx. 0.8 mi.
4. Latitude: 34' 44' 40" N Longitude: 77' 23' 30" W of the main entrance to the project.
IL PERMIT INFORMATION:
1.a.Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tRenemals With modifications also requires SWU-102 -- Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number SW8 090630 , its issue date (if known) May 29, 2012, 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 b§ contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Eros ion Control: 430ac ac of Disturbed Area
❑NPDES Industrial Stormwater ®404/40I Permit: Proposed Impacts 6.65 ac. wetlands, 2391 If streams
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:_ Erosion & Sedimentation Control Permit (P1382\P1382B) ONSLO-
C F:IVED
Form SWU-101 Version 06Aug2012
Page 1 of 6
SEP 1 3 Z02

2010-104, issued April 20, 2010 (last revision issued January 25, 2012), (P1383\P1384) ONSLO-2012-141,
issued tune 28, 2012; 401 WQ Certification No. 3836 Issued September 10, 2010 (modified Tune 6, 2012); 404
Permit SAW-2010-00436 Issued October 14, 2010 (modified June 7, 2012).
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part Vl: http://12ortal.ncdenr.org/web/wd/ws/su/statesw/ruies laws
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: U.S. Marine Corps, Camp Lejeune
Signing Official & Title: Carl Baker, Deputy of Public Works
b.Contact information for person listed in item 1a above:
Street Address: Public Works Division 1005 Michael Road
City: Camp Lejeune
Mailing Address (if applicable): PSC Box 20005
City: Camp Lejeune
Phone: ( 910 ) 451-2213
Email: carl.h.bakerQusmc.mil
State: NC
Zip: 28547
State: NC Zip: 28542
Fax: ( 910 ) 451-2927
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/Organization: U.S.Marine Corps, Camp Lejeune
Signing Official & Title: Carl Baker, Deputy of Public Works
b. Contact information for person listed in item,2a above:
Street Address: Public Works Division, 1005 Michael Road
City: Camp Lejeune - State: NC Zip: 28547
Mailing Address (if applicable): PO Box 20005
City:_ Camp Lejeune State: NC Zip: 28542
Phone: ( 910 ) 451-2213 Fax: ( 910 ) 451-2927
Email: carl.h.baker®usmc.mil
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 &
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State:
Phone: ( ) T_ Fax:
Email:
Form SWU-101 Version 06Aug2012 Page 2 of 7
Zip:
.i��L11�Y V ED
i
SEP 1 3 2012
BY:

4.; Local jurisdiction for building permits: MCB Camp Lejeune
Point of Contact: Phone #:
IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Low density sections of the roadway will use sheet flow, roadside swales, and pre -formed scour holes.___
High density areas will include, in addition to the above, some piping, that will discharge to a structural
BMP such as wet detention basin/ l2ond,prior to discharge.
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: 467.77 acres
5. Total Coastal Wetlands Area:1.96 acres
6. Total Surface Water Area: 13.07 acres
7. TotaI Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = Total Project
Area+:452.68 acres
t Total project area shall be calculated to exclude the following the normal pool,of intpounded structures, the area
between the brinks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHM lint;, and coastal wetlands landward from Ilia NHW (or MHVII) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHK9 line way
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area f Total Project Area) X 100 = 23.45 %
9. How many drainage areas does the project have?8 (For high density, count I for each proposed engineered
stormwater ,BMP. 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.
Form SWU-101 Version 06Aug2012 Page 3 of 7
VED
SEP 1 3 2012

Basin Information
Drainage Area
LD
Drainage Area
Al
Drainage Area
A2
Drainage Area
A3
Receiving Stream Name
New River
Northeast Creek
Northeast Creek
Northeast Creek
Stream Class *
SB, HOW, NSW
SC, HQW, NSW
SC, HQW, NSW
SC, HQW, NSW
Stream Index Number *
19-10.5
19-16- 3.5
19-16- 3.5
19-16- 3.5
Total Drainage Area (so
19,718,657
120,575
121,731
447,373
On -site Drains a Area (so
19,718,657
120,575
121,731
477,373
Off -site Drains a Area (s
0
0
0
0
Proposed Impervious Area** (so
4,730,506
92,623
92,929
226,977
% Impervious Area'' total
23.99
76.8
76.3
1 47.5
Impervious" Surface Area
Drainage Area
Drainage Area
Drains a Area
Drains a Area _
On -site Buildings/Lots s
11516
10,695
On -site Streets (so
4,140,637
92,623
92,929
16,738
On -site Parkin s
49,846
49,846
On -site Sidewalks (so
358,902
4,638
Other on -site sf)
Futures
105,655
Off -site (sf)
Existin BUA***(sf)
63,950
Total s
4,730,506
92,623
92,929
226,917
Stream Class and Index Number can be determined at: http;&rtal.ncLILitir.org ivbfwg4;slcsu/classi cations
"* Imppeerrv�ious 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 Htat
is to be removed and which will be replaced by new BLIA.
11. How was the off -site impervious area listed above determined? Provide documentation. O€fsite impgrvioig
area is not calculated because there is no offsite drainage into the water qualft ponds and the low densi
Corridor with pockets of high density measures the corridor only.
Proiecft in Union County: Contact DWQ Central Office staffto check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stortnwater requirements as per 1 SA 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/brnp-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 htW://1?ortal,ncdenr.org/web/wq/ws/su/statesw/forms dots. Thecomplete
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 htt1LLportal.ncdenr.org web/wq/ws/su/mas.)
Please indicate that the followingrequired information have beenprovided 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 h ortal.ncdeni-.or web wq►as su statc?sw forms dots.
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 N>4
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) sealed signed a b�PIEi D _
agreement(s) for each BMP.
SEP 1 8 2012
Form SWU-101 Version 06Aug2012 Page 4 of 7
_ BY: SwFoGteCo3o--

+.
t
7i'11' is
(• �

Supplement to Stormwater Permit SW08-090630
MCB Camp Lejeune Base Entry Point and Road
Basin Information
Drainage Area B1
Drainage Area B2
Drainage Area C1
Drainage Area C2
Receiving Stream Name
Bearhead Creek
Bearhead Creek
Wallace Creek
Wallace Creek
Stream Class
SB, NSW
SB, NSW
SB, NSW
SB, NSW
Stream Index Number
19-20
19-20
19-20-1
19-20-1
Total Drainage Area (sf)
50,834
68,605
120,837
82,995
On -site Drainage Area (sf)
50,834
68,605
120,837
82,995
Off -site Drainage Area (sf)
Proposed Impervious Area (sf)
36,969
42,365
92,322
66,427
Impervious area (total)
72.7
61.8
76.4
80.0
Impervious Surface Area
On -site Buildings/Lots (sf)
On -Site Streets (sf)
36,969
42,365
92,322
66,427
On -site Parking (sf)
On -site Sidewalks (sf)
Other On -site (sf)
Future (sf)
Off -site (sf)
Existing BUA (sf)
Total (sf)
36,969
42,365
92,322
66,427

• 4
Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
�' V
http://www.envheip.org/pages/onesto2express,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.)
S.
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'/2 mile of the site boundary, include the 1/2
mile radius on the map.
7.
Sealed, signed and dated calculations (one copy).
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 Iandward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. ' Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
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"x11" 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 SHVIJT prior
to subutittal, [phone].)
10. A copy of the most current property deed. Deed book: n/a Page No: n/a Nr
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 15A 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.
hU://www.secretary.state.nc,us/Corl2oraticns/CSearch.aspx
i�WE' D
5EP 1 3 201Z
Form SWU-101 Version 06Aug2012 I'agc 5 of 7 r �,

V,ll., DEED RESTRICTIONS AND PROTECTIVE COVENANTS
I
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_docs_ 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 white 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.
Vill, 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: Louise Slate
Consulting Firm: MACTEC
Mailing Address: 4021 Stirrup Creek Drive, Suie 100 _
City: Durham
Phone: (919 ) 381-9900
Email: lou ise.slate©amec.com
State: NC Zip: 27703
Fax: [phone]
IX. PROPERTY OWNER AUTHORIZATION (if Cori tact Information, item 2 has been filled out, complete this
section)
1, (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 hjpe name of person
listed in Contact Information, item 1a) with (print or type nanie 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 06Aug2012 Page 6 of 7
RIECEIVED
SEP 13 2012
BY

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 1 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.
Signature: Date:
I, , a Notary Public for the State of , 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 expires
X. APPLICANT'S CERTIFICATION
I, (print or hype name of person listed in Contact Information, item 1 a) Carl Baker
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 enants will recorded, and that the proposed project complies with the requirements of the
applicable st7v4ater rule iderA5A NCAC 2H .1000 and any other applicable state stormwater requirements.
Date: a — C�' —f
a Not'apr blicj/f�orr the State of mmiA (JAI �YI°�, County of
do hereby certify that�'l ��u "`— personally appeared
before me this day of 011-'w
a stormwater permit. Witness my hand and of
KELLEY VANDECOEVERING
NOTARY PUBLIC
ONSLOW COUNTY
gTATE OF NORTH CAROLINA
SEAL
My commission expiresB4Ny" J_
Form SWU-101 Version 06Aug2012 � Page 7 of 7
IVED
S E N 1 2 012

e. fe. t . — — �. - -
Mff-,

MEMORY TRANSMISSION REPORT
TIME :09-20-'12 10.30
F FAX NO.1 :914-354-2018
NAME :DENR Wilmington
FILE NO.
147
DATE
09.20 10:24
TO
8 919104512927
DOCUMENT PAGES
10
START TIME
09.20 10:28
END TIME
09.20 10:30
PAGES SENT
10
STATUS
OK
*** SUCCESSFUL TX NOTICE ***
stuta or 2Yort6 4== un—
Derrrtmeat aad Kwtawr Reeourcee
1Ylimiaatou iteartoai2 dYric.
Beverly .&r v re m.n. d3--.or NA7[ COYICR BIi� F I Dwe Frwwr "a secretary
Pa)rnd <axnl. cover): z
1Frnm: to.Cbawar
Co; ��% i+7 .e �Cy�tr .•✓ F^` lJJ�� � Phame: l910174i5-7336
E'-ic✓ `Y .G �'p - .aria �P �' ' _
127 C-11 1 )Jriv i:x'.+n�l.. r., Wl�min4to n. NC: 24405 - (910) 796-723 5 + An IE,us) Oppom Mry Affl n i Aa J) 6n.V)uyGr

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:
co:
Fax:
Re:ASE
No. Pages (excl. cover):
From: Jo Casmer
Phone: [phone] __.__. .
Fax: [phone]
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

MEMORY TRANSMISSION REPORT
FILE N0,
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
146
09.20 10:23
R 919193B19901
10.
09.20 10:23
09.20 10:28
10
OK
*** SUCCESSFUL TX NOTICE
TIME :09-20-'12 10:28
FAX NO.1 :910-350-2018
NAME :DENR Wilmington
*kA
5i[rtr ai NortL CarWinw
1>Kpw rcmwn[ ..i 1CY`�r*r»u�m.r�r wwa Nwturwl Resne.rc�,s
Wllia l+rlltitlp ltaphanwl l)Y(f�a
/3ir•erty $rrver Prr�r, Calvernnr �•A^JiC CCiV'11-1R S7�T F'C lr.s.+ N7wr*++wir. i9rcreta ry
T[�: C.r•+�Lr I:.S d— �G.q ✓"� l�rc�zn_ Jo Clamor. —
to
127 CavaL-1 "r1wo iirRan elan. WIL—Anama. Nc 78405 - (910)'fy6,72" � M P_r{a.W Cfppon nity AfB—t:ve A00— E.mplo.V

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor FAX COVED SHEET Dee Freeman, Secretary
Date:
Co:
No. Pages (excl. cover):
From: Jo Casmer
e Phone: (910) 7,96-7336 —.
Fax: /� �� /� e Fax: [phone]
Re:
127 Cardinal Orive Extension, Wilmington, NC 28405 a [phone] a An Equal Opportunity Affirmative Action Employer

Permit Number SW8090630
Central Files: AP5 SWP
09/19/12
Permit Tracking Slip
Program Category
Status
Project Type
State SW
Active
Minor modification
Permit Type
Version
Permit Classification
State Stormwater
1.50
Individual
Primary Reviewer
linda.lewis
Coastal SW Rule
Coastal Stormwater - 2008
Permitted Flow
Faciti
Permit Contact Affiliation
Facility Name Major/Minor Region
Base Entry Point and Road P1382 P1383 and Minor Wilmington
P1384 Camp Lejeune
Location Address County
New Base Entry Rd Onslow
Camp Lejeune NC 28547 Facility Contact Affiliation
Owner
Owner Name I Owner Type
Commanding Officer US Marine Corps - Camp Lejeune Government - Federal
Owner Affiliation
Carl H. Baker Jr.
Deputy Director Public Works of
1005 Michael Rd
Dates/Events Camp Lejeune NC 285472521
Scheduled
Orig Issue App Received Draft Initiated Issuance
02/08/10 09/13/12
egulated Activities
State Stormwater - HD - Detention Pond
State Stormwater - Low Density
Outfali NULL
Waterboidy Name
Public Notice Issue Effective
Expiration
09/19/12 09/19/12
12/31/21
Requested/Received Events
Deed restriction requested
Deed restriction received
Additional information requested
09/17/12
Additional information received
09/18/12
Stream Index Number Current Class Subbasin
li

Lewis,Linda
From:
Lewis, Linda
Sent:
Monday, September 17, 2012 3:22 PM
To:
Jeff Meador; 'Slate, Louise O'
Cc:
Bradshaw UV Thomas C
Subject:
SW8 090630 Base Entry Road
Hey Jeff & Louise (if you're back):
I have a question about the addition of Car Wash Road to the overall low density BER project — are you going
to allow driveway access across the 80-foot-wide right-of-way? If so, have you accounted for that BUA on the
application? If there will be no future driveway access, please note this on the plans. The narrative indicates
Car Wash Road is in an industrial area, so I started thinking about driveway accesses to those industrial areas.
Thanks.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.

RKPmK
900 Ridgefield Drive
Suite 350
Raleigh, NC 27609
Phone [phone]
Fax [phone]
To: NCDENR — Stormwater Express Review
127 Cardinal Drive Extension
Wilmington, NC 28405
910-796-7302
Attention: Janet Russell
We are sending you:
® Plans ❑ Specifications ❑ Sampl4s
❑ Shop Drawings ❑ Prints ❑
❑ Copy of Later ❑ Change onler
VIA:
❑ US Mail
® Ovemight Fed Ex
❑ FAX
LETTER OF
TRANSMITTAL
Sheet: 1 of I "Total Pages: l
Date: 9/6/2012
Job No.: 309-012
Project: CaMpLejeune Base Enyy Rd
In -House Circulation
® i'vlessenper( MTM
I COPIES DT#VC NO. I DESCRIPTION I
2 CG161\162 Carwash Road Drainage Plans
l N\A Carwash Road BUAMninervious Area Calculations
These are transmitted as cheeked below:
❑ For approval ❑ ApprovLd
® For your use ❑ Approval as noted
® As mNue stLA ❑ Disapprrrvud
Remarks:
❑ Please acknowledge rmeipl of this material
❑ Acknowledgment of m=ipt nol required
❑ For ruwiew and corm oit
The enclosed draiange plays have been modified to show the low density stortnwater boundary with meets and bounds and have been
labeled to shown the boundary width as requested. A calculation sheet showing the original areas, additioml areas and revised areas
has also been provided as requested.
Copy: file
Thomas Bradshaw, EIT (MCBCL)
Louise Slate, PE (AMEC)
lf'enclasures are nrn as noted, kindly na1 i, its fit once.
Signature: xxl4l��
Jefl'Meador, PE
Senior Project Engineer
SE? 1 3 2012
3J i

Total Drainage Area (sf)
Impervious Area (sf)
Impervious Area
Impervious Area Breakdown
On -site Buildings (sf)
On -site Streets (sf)
On -site Parking (sf)
On -site Sidewalks (sf)2
Other On -site (sf)
Future (sf)
Off -Site (sf)
Existing BUA (sf)
Total Impervious Area (sf)
New Base Entry Point and Road
Marine Corps Base Camp Lejeune
Jacksonville, North Carolina
Changes to Project Boundary
and Built Upon Area
Previous Total' Additional Area Revised Total
19,538,433
180,224
19,718,657
4,546,082
78,769
4,624,851
23.27
-
23.45
11,516
0
11,516
4,064,068
76,569
4,140,637
49,846
0
49,846
358,901
1
358,902
61,751
2,199
63,950
4,546,082
78,769
4,624,851
Notes:' Previous total as of May 29, 2012 permit modification approval
2 Rounding difference results in additional area
3 Changes to overall low density Wmm336y only - no changes to permitted BMPs
CAR► !//
= 4oiES8/o�y�'9�
a SEAL �.
• 33184
t4EFs
FlnF"CEDED
SEA' 1 3 ZOiz
YSG )8 002
/:i

I\
NNA R l N E CORPS BASE fYaval Fatalities Er ineCrirtg Command
LE EU €
CAMP
• F�urCr 6�lic�t��r' -
Carwash Road
Storm Drainage Design
DWQ Permit SW8-090630
New Base Entry Road
Marine Corps Base, Camp Lejeune
Onslow County, North Carolina
DTZ
;V=
MACTEC 1 RK&K JV
Design By
Rummel, Klepper & Kahl, LLP
900 Ridgefield Drive - Suite 350
Raleigh, NC 27609
[phone]
NC Firm License No. F-1185
August 2012
+CEIVED
SEP 13 2012
BY:
,.• CARO •.
, •.
SEAL
33184

DATE: 08/30/12 REVISED;
PROJ, NO.: P1383 I.R. NO.:
DESCRIPTION: Camp Lejeune Car Wash Road
PIPE DATA SHEET
COUNTY: Onslow
SHEET 1 OF 2
DESIGNED BY: -Pn�P,
CHECKED BY: jwm
Shoulder 27.78
Centerline
PLAN SUMMARY DATA
Elev.
Elev. 28.27
Drainage Area
4.04 acres
Sta. 8+25
Sta. 8+22
Design Freq.
50 yrs
Station
CWR 8+22
gs;o=_
C06
Design Disch.
10.4 cfs
Skew
80,
N.W.
R-
Design H.W. Elev.
25.18 ft
Size/Type Pipe
1 24" RCP
LSo
T.W.
Q100 Disch,
11.4 cfs
Type Entrance
Projecting
t
-IF
0100 H_W_ Elev.
25.28 ft
Direction of Flow
West
Inv. Elev, 23.50
0.0038 tuft Inv. Elev. 23.24
Overtopping Freq.
500+ yrs
Hydrological Meth_
Rational
L = 68.00 ft
Overtopping Disch
26.8 cfs
H.W. Control Etev.
25A9
Overtopping Elev.
27.30 ft
n wri=
SIZE
Freq.
(Yrs.)
Q
(cfs)
Nat.
H.W.
Allow
I H.W.
1.60
T.W.
INLET CONT.
OUTLET CONTROL
H,W.
Elev,
Vo
(fits)
COMMENTS
HW/D
H.W.
Ke
do
(dc+D)12
ho
H
Lso
H.W.
RCP
1 24"
10
82
1 0.73
1.99
1 1.60
0.74
1.48
0.2
0.98
1.49
1.60
0.20
0.26
1.54
25.04
2.60
Outlet Con.
1 24"
25
9A
0.79
1,99
1.60
0.78
1.56
0.2
1.06
1.53
1.60
0.27
0.26
1.61
25.11
3.00
Outlet Con.
1 24"
50
10.4
0.83
1.99
1.60
0.84
1.68
0.2
1.12
1.56
1.60
0.32
0.26
1.66
25,18
3.30
Inlet Con.
1 24"
100
11.4
0.87
1.99
1.60
0.89
1.78
0.2
1.18
1.59
1.60
0.39
0.26
1.73
25.28
3.62
Inlet Con.
1 Q24"
OT
26.8 1
1.87
1 1.99 1
1.87
1 1.84
3.6811
0.2
1 1.80
1.90
1.90
2.16
0.26
3.80
27.30
8.52
Outlet Con.
SUMMARY AND RECOMMENDATIONS: HW CONTROL IS DITCH HIGH POINT @STA. 5+00 RT, ELEV=25.49; OT CWR 5+00, ELEV=27.30
STANDARD OUTLET PROTECTION - CLASS 'B' RIPRAP IS REQUIRED
F
I Y ED3 20�2

DATE:
PROD. NO.:
DESCRIPTION:
08/30/12
P1383
COUNTY:
I.D. NO.:
Onslow
0
T
STATION: CWR 8+22
DESIGNED BY: BDB
CHECKED BY: JWM
D=
2.00
FT.
TAILWATER CALCULATIONS
0.8"D=
1.60
s= 0.0070
B
y
M
S
n
A
P
Q
VC
Use
n= 0.045
No.
cfs
ft
ft
ft/ft
ftlft
sq.ft
TW
Depth=
1.60
slope=
1.60
3.0
.
ft
cfs
ft/s
05
4.0
1.07
3.0
0.0070
0.045
7.76
10_80
17.26
1.49
Na,
Tc
min
I
inlhr
C
A
acres
Q
cfs
05
30.00
3.95
0.45
4.04
7.18
Q10
30.00
4.49
0.45
4.0
5.16
Q25
30.00
5.18
0.45
4.0
9.42
Q50
30.00
5.71
0.45
4.0
10,38
Q100
30.00
6.28
0.45
4.0
11,38
QOT
30.00
14.72
0.5
4.0
26.77
FSAP 1 3 2012

DATE: 08/30/12 REVISED:
PROJ, NO.: P1383 I.D. NO.:
DESCRIPTION: Camp Leieune Car Wash Road
PIPE DATA SHEET
COUNTY: Onslow
SHEET 2 OF 2
DESIGNED BY: Tr?�b
CHECKED BY: yom
Shoulder 29.73
Centerline
PLAN SUMMARY DATA
Elev.
Elev. 30.61
Drainage Area
0.98 acres
Sta. 19+00
Sta. 19+29
Design Freq.
50 yrs
Station
CWR 19+28
C08
Design Disch.
4.0 cfs
Skew
130°
H.W,
Design H.W. Elev.
28.01 ft
SizefType Pipe
1 24" RCP
I -So
T.W.
0100 Disch.
4.3 cfs
Type Entrance
Projecting
��
�^
0100 H.W. Elev.
28.02 ft
Direction of Flow
North
Inv. Elev, 26.60
So = 0.0030 ft/ft Inv. Elev. 26.36
Overtopping Freq.
500+ yrs
Hydrological Meth.
Rational
L = 80.00 ft
Overtopping Disch
23.7 cfs
H.W. Control Elev.
28.73
Overtopping Elev,
30,25 ft
0.B'd=
SIZE
Freq.
(Yrs.)
Q
(Cfs)
Nat,
H.W.
Allow
H.W.
1.60
T_W.
INLET CONT.
OUTLET CONTROL
H.W.
Elev.
Vo
(f 1s)
COMMENTS
HWID
H.W.
Ke
do
(dc+Dy2
ho
H
Lso
H.W.
RCP
1 24"
10
3.2
0.56
2.13
1,60
0.45
0.90
0.2
0.61
1.30
1.60
0.03
0.24
1.39
27,99
1.03
Outlet Con.
1 24"
25
3.7
0.60
2.13
1.60
0.47
0.94
0.2
0.64
1.32
1.60
0.04
0.24
1.40
28.00
1.16
Outlet Con.
1 24"
50
4.0
0.621
2.13
1.60
0.49
0.98
0.2
0.67
1.33
1.60
0.05
0.24
1.41
28.01
1.26
Outlet Con.
1 24"
100
4.3
0.65
2.13
1.60
0.51
1.02
0.2
0,70
1,35
1.60
0.06
0.24
1.42
28.02
1,36
Outlet Con.
1 24"
OT
23.7
2,09
2A3
2.09H159
3.18
0.2
1,80 1
1.90
2.09 1
1.80
0.24 1
3-6511
30.25
7.53
Outlet Con.
SUMMARY AND RECOMMENDATIONS: HW CONTROL IS 1' BELOW SP @ 19+00 RT, ELEV=28.73; OT CWR 19+00, ELEV=30.25
STANDARD OUTLET PROTECTION - CLASS'8' RIPRAP IS REQUIRED REPLACING EXISTING 24"
IDSEP 13 201

DATE:
PROD_ NO.:
DESCRIPTION:
08/30/12
P1383
COUNTY: Onslow
I.D. NO.: D
STATION: CWR 19+28
DESIGNED BY: BDB
CHECKED BY_ JWM
D=
2.00
FT.
TAILWATER CALCULATIONS
-�-
0.8'D=
1.60
s= 0.0030
Depth=
1.60
slope=
2. D9
Q CALCULATIONS
B
y
M
S
n
A
P
Q
VC
No.
IVED
Tc
min
I
inlhr
C
A
acres
O
cfs
05
10.00
6.59
0.45
0.98
2.91
Q10
10A0
7.34
0.45
1.0
3.24
Q25
10.00
8.28
0.45
1.0
3.65
050
10.00
8.99
0.45
1.0
3.96
Q100
10.00
9.70
0.45
1.0
4.28
QOT
10.00
60.05
0.5
1 A
26.48
sEP 1 3 zoIz

DATE: 08/30/12 REVISED:
PROD, NO.: P1383 LD. NO --
DESCRIPTION: Camp Leieune Car Wash Road
PIPE DATA SHEET
COUNTY: Onslow
SHEET
DESIGNED BY
CHECKED BY:
2 OF 2
'r-pF-
I VVM
Shoulder 28.75
Centerline
PLAN SUMMARY DATA
Elev.
Elev. 29.94
Drainage Area
4.70 acres
Sta. 22+75
Sta. 22+96
Design Freq.
50 yrs
Station
CWR 22+75
C10
Design Disch,
17.4 CfS
Skew
107'
H.W.
Design H.W. Elev.
27.89 ft
Size/Type Pipe
18" P
2 RCP
L
T.W.
Q100 Disch.
19.1 cfS
Type Entrance
Projecting
�-
Q100 H.W. Elev,
28.14 ft
Direction of Flaw
North
Inv. Elev. 25.86
So = 0.0030 ft/ft Inv. Elev. 25.60
Overtopping Freq.
500+ yrs
Hydrological Meth.
Rational
L = 86.00 ft
Overtopping Disch
26.3 cfs
H.W. Control Elev.
27,75
lOvertopping
Elev.
29.94 ft
n R*d=
SIZE
Freq.
(Yrs.)
Q
(cfs)
Nat.
M.W.
Allow
H.W.
1.20
T.W.
INLET CONT.
OUTLET CONTROL
H.W.
Elev.
Vo
(ft/s)
COMMENTS
HW/D
H.W.
Ke
do
(dc+D)t2
ho
H
Lso
H.W.
RCP
2@ 18"
10
13.7
1.18
1.89
1.20
0.99
1.49
0.2
1.00
1.25
1.25
0.59
0.26
1,58
27.44
3.88
Outlet Con.
2 18"
25
15.8
1.27
1.89
1.27
1.12
1.68
0.2
1.09
1.30
1,30
0.79
0.26
1.82
27.68
4.48
Outlet Con,
2 18"
50
17.4
1.33
1,89
1.33
1.19
1.79
0.2
1.16
1.33
1,33
0,96
0.26
2,03
27,89
4.94
Outlet Con.
2 18"
100
19.1
1,39
1.89
1.39
1.33
2.00
0.2
1.22
1.36
1.39
1.15
0.26
2.28
28.14
5.41
Outlet Con.
2 18"
OT 1
26.3 1
2.17
�1,892-17A1,861
2.78 11
02
1 1.35
1.43
2.17
2.17
0.26
1 4.08
1 29.94
7A3
Outlet Con.
SUMMARY AND RECOMMENDATIONS: HW CONTROL IS V BELOW SP @ 22+75 RT, ELEV=27.75; OT CWR 22+96, ELEV=29.94
STANDARD OUTLET PROTECTION - CLASS 'B' RiPRAP IS REQUIRED
IV !I~i1LJ I
5EP 1 3 2012

DATE:
PROJ. NO.:
DESCRIPTION:
08/30112
P1383
COUNTY: Onslow
I.D. NO.: 0
STATION: CWR 22+75
DESIGNED BY: BDB
CHECKED BY: JWM
D=
1.50
FT.
TAILWATER CALCULATIONS
0.8"D=
1.20
s= 0.0030
TW
1.20
slope=
1.33
to 1
2.17
Q CALCULATIONS
B
y
M
S
n
A
P
Q
Vc
No.
Tc
min
I
inlhr
C
A
acres
Q
cfs
05
30.00
3.95
0.65
4.70
12.07
Q10
30.00
4.49
0.65
4.7
13.72
Q25
30.00
5.18
0.65
4.7
15.82
050
30.00
5.71
0.65
4.7
17.44
0100
30.00
6.26
0.65
4.7
19.12
QOT
30.00
14.72
0.7
4.7
44.98
SEP 1 3 2012

INLET COMPUTATION SHEET
OATS: O W12 REVISED: SHEET_LOF,j
I.O. NO.: NAVFAC P1383 PROJ. NO.: CARWASH ROAQ COUNTY: ONSLOW DESIGNED BIDS
DESCRIPTIONS CAMP JE MEN E ENTRY POINT CHECKEO JWM
LOCATION
ROADWAY
RUNOFF
INLET
INLET
No.
STATION
INLET
TYPE
ELEV
ft_
GRADE
tuft
X•SLOPE
fA
DESC
IyVtrRA
BOX
DA
ac
G
Tc
min
10
irow
❑
cfs
O
cfs
❑
cis
SPfiEAD
fl
BEARING
INTER
ds
B-PASS
css
C01
•CW R- 3-25
2GI
24.9
0.003
0.005
NS
B
0.56
0.50
19.1
5.74
1.61
-
1.61
1.61
-
CO2
CWR-3+10
TBJB
23.8
0,003
0.005
.19
JB
0.00
0.50
10.0
7.34
0.00
-
0.00
0.00
LX1
L
-CWR-2+06
2GI
25.2
0.003
0.005
NS
B
0.19
0.90
10.0
7.34
1.26
1.26
1,26
EX2
R
-CWR-2+09
JR
25.0
0.003
0,005
JB
JB
0.00
0.50
10.0
7.34
0.00
0.00
0,00
CO3
RI
-CWR-1+50
2GI
252
0-003
O005
NS
B
0.52
0.60
17,2
5,96
1.86
1.86
165
EX3
Ri
-CWR-0+60
OPEN
24.7
0.003
0,005
OPEN
OPEN
10.00
0.70
10.0
7,34
11,38
-
51.38
51.38
C04
-CWR-0446
2GI
24.9
0-003
0.005
NS
A
0.25
0.60
11.7
7,11
1.07
1.07
107
-
005
•CWR- 0+39
JB
25.1
0.003
0 005
is
JB
0.00
0.50
10.0
7.34
0-00
0.00
0,00
OUT
•CWR-0+26
DJ
24.5
0.003
0.005
OPEN
OPEN
0.00
0.90
10.0
7.34
0.00
0.00
0,00
0.<;
I
j�
C12
HSRCPP- 4000
CR
293
0.043
0.025
CB
CB
0.11
0.90
10.0
4.00
_
0.41
3.1
0.41
{ 0 OC
C13
HSRCPP-4000
OPEN
27.9
0.003
0.005
OPEN
OPEN
0,00
0.90
10.0
j
7 34 1
0 DD
0.00
0.00
I
IVED
SEP 20712
-,l
MGBCI. Storm CWR.1.
6128f2012

STORM DRAIN DESIGN COMPUTATIONS
DATE: Bf30112 REVISED: U 00 SHEET 2 OF 3
I.D. NO.: NAVFAC P1383 PROd, NO.: CARWASH ROAD COUNTY: ONSLOW DESIGNED BOB
DESCRIPTION: CAMP LEJEUNE NEW N INV CHECKED J WM
LOCATION
RUNOFF 10 yr.
PIPE DESIGN
TOTAL
acres
TOTAL
LENGTH
fl
TIME
min
TIME
min
T[ME
min
1
irVhr
O
CIS
TOP
INV
TOP
INV
SLOPE
full
DIA
I in
CRP
cfs
9-
VEL
fus
flows
min
REMARKS
G01
CO2
0.56
0.280
16.0
1907,
0.00
19.07
5.74
1.61
24.93
22.18
23.81
20.79
0.0869
9.0
1.31
0.03
CO2
EX2
0.56
0.28D
100.0
0.00
19.09
19.09
5.74
1.61
20.79
20.22
0.0057
8.6
0.91
0.45
EX1
EX2
0.19
0.171
24.0
0.22
1954
19.54
5.74
0.98
27.19
22.69
20.22
0.1029
13.0
0.56
0.07
P
Ex. D = 2.30
EX2
CO3
0.75
0.451
56.0
0.00
1961
19.61
5,74
2.59
25.00
1 20.22
19.89
0.0059
8.7
1.46
1 0.22
lEx. D = 411
CO3
C05
1.27
0.763
108.0
17.21
19,83
19.83
5.74
4.38
1969,
19,28
0-0056
3.6
2.48
0.37
EX3
C04
10.00
7000
80.0
0.22
20.20
2020,
5,62
39.36
24.
19_60
19.25
0.0044
4
72.1
4.09
0.17
Ex. D= No
C04
COS
11.52
7.913
40.0
11,70
0.00
20,37
20.44
20.37
5,62
44.50
4.$
19.60
19.25
0.0086
90.0
4.62
0.06
C05
OUT
1 21.52
14.913
28.0
2044
5.62
83.86
25-17-
19.16
open
18.76
0.0150
90.0
8.72
0.03
C 12
C 13
0.11
0.103
32.0
0.26
0.26
10.00
7.34
0.75
26.80
26.A0
0.0125
7.9
0.61
013
Ex. D = 3.00
TrVEID
SEP 13 ZO Z
FY°
MCBCL Storm CWRats B128l2C12

HYDRAULIC GRADE LINE
DATE: 8130112 REVSED: 0000 u SHE [ETj OF 3
I.D. NO.: NAVFAC P1383 PROJ. NO.: CARWASH RO_A_t_} COUNTY: ONSLOW DESIGNED BOB
DESCRIPTION: AMP LE N -, NEW BASE ENTRY POINT CHECKED JWM
PIPE DATA
HEAD LOSSES
No.
WS EL
Oo
in
00
Cfs
Lo
ft
ANGLE
+-5
Hf
f ,
0
He
8.
I
He
11.
I
Hb (bend)
R.
Ht
ft.
INLET
WS EL
RIM
EL
RIM-W.S.
CLEARANCE
0.B'DIA
+INV RIM
REMARKS
CO5
.0 8D
21.56
42
83.861
28.00
0
0.1657
0.2949
0.1163
0.0000
0.5769
22.14
25.11
2.97
22.05
C04
22.14
42
44 497
40.00
0
0,0667
0.0830
0.0910
00000
0.2407
22.38
24-86
2.46
22,40
EX3
22.40
42
39.363
80.00
0
0.1043
0.0650
0.0333
0.0000
0.2027
22.60
24.73
2-13
22.40
CO3
22.14
18
4,377
108.00
0
0.1598
0-0238
0.0116
0.0000
0-1952
22,33
2524
2-91
21.09
EX2
22.33
18
2.587
56.00
0
0.0289
0.0083
Q0045
0.0000
0.0418
22.37
25.00
2.63
21,42
CO2
22.37
18
1.606
100,00
1 10
0.0199
0.0032
0.0093
0.0000
0.0324
22.41
23.81
1.40
21.99
C01
22.41
15
1,606
16.00
0
0.0084
0.0067
0 0000
0.0000
0.0151
22.42
24.93
115
1
23.18
EX1
22.37
18
0.981
2=.00
0
0.0071
0.0012
00000
0.0000
0,0063
22.38
25A9
1.30
23.89
is -r 1
SEP 1 3 2012
'-` MCBCL SIOn11 CW R.-As-
8178rm12

DITCH CAPACITY CALCULATIONS
DATE: 8130112 REVISED: 0t 0_0 SHEET-1 OF 2
I.O. NO.: NAVFAC P1383 PROJ. NO.: CARWASH ROAD COUNTY: QNYV DESIGNED BOB
DESCRIPTION: CAMP L J N W A E NTRY POINT CHECKED JWM
Med. Sp.
Lateral
Sp. Cut
Tail
Trial
PSH
tauon
to
Station
Location
It
TYPE
B-Class
1--class I
B
ft
y
ft
M
ftm
S
ftlft
n A
sq.R.
P
8.
R
%
Q
cfS
Vc
fUs
REMARKS
T V'R
1
815
t
LT 9Cut
V
G
0.0
1.102
A.0
0003
0.140 4.86
9.09
0.53
1.87
0.38 0.21
13.21
1
815
A I
LT 1 490 Sp. Cut
v
G
0.0
0.498
4.0
0-003
0,022 0.99
4.11
0.24
1.43
$ 44 009
0.35
1
725
RT 225 Sp. Cut
V
G
0,0
1.090
40
0004
0.120 4.75
8,99
0,53
2.44
0.51 0.27
0,27
1
725
A I N
RT 225 Sp. Cut
V
G
0,0
0.522
4.0
0.004
T
0,022 1.09
4.30
0.25
1.87
1.71 0,13
C 43
1
825
RT 100 Sp. Cut
V
G
00
0.899
4.0
0.011
0.080 3.23
7.42
0.44
3.63
1.12 0.62
0,49
1
2
825
A N
RT 10U 5p. Cut
v
G
0,0
0-501
4,0
0.011
0-022 1,01
4.13
0,24
2.78
2,77 0-34
0,67
1
925
RT 1 100 Sp. Cut
V
G
0,0
0-997
4,0
0.010
0.070 3,96
8.22
0.48
5.22
1.31 0.62
0,63
CWR2
t
1 925
AL A N
RT 1 100 Sp. Cut
V
G
0-0 1
0-572
4.0
0.010
ijImk
0,022 1 1.31
4.72
0.28
3.77
2,86 1 036
0.80
1,2
1700
RT 775 S .Gut
V
G
0.0
1.231
4,0
0,004
0.090 1 6.06
10.15
0.60
4.50
0.74 1 0.31
0.44
R
1.2
25
1700
EVFLOAT610FN
RT 1 775 1 Sp. Cut
V
G
0.0
0.643
4,0
0.004
J Tb NE I
0.022 1 1.66
5.30
0.31
3.25
T=O45 WAX
1.97 1 0.16
0.61
1
950
LT 135 Cut
Sp.
V
G
0.0
1.249
4,0
0.003
0.110 6.24
10.30
0.61
3.31
0.53 0.23
0.32
CWR
1
1
950
L LN
LT 135 Sp. Cut
V
G
0.0
0.605
4.0
0.003
J N
0.022 1.46
4.99
0.29
2.40
-
1,64 0.11
0.48
1.2
1700
LT 1 750 S .Cut
V
G
0.0
1.249
4.0
0,003
0.110 6.24
10.30
0,61
3.31
0.53 0.23
0.32
11
0
1700
A L
LT 750 1 Sp. Cut
V
G
0.0
0.605
4.0
0,UO3
JUTE NET
0.022 1 1.46
1 4.99
0.29
2.40
T=0.45
1.64 0.11
0.482
1950
L7 25D S . Cut
V
G
0.0
1 055
4.0
0.003
0.140 1 4.45
8 70
0.51
1_66
0.37 1 0-20
0.19
2
1
1950
L M L
LT 250 Sp. Cut
V
G
0.0
0.477
4.0
0.003
J N
0.022 1 0.91
3.93
0,23
1.27
=
1,40 1 0.09
0.32
2
1820
RT 120 S .Cut
V
G
0.01145
4.0
0.003
0.150 5.24
9.44
0.56
1.93
0 37 0.21
0,20
2
1
1820
V L A T M LN
RT 1 120 Sp. Cut
V
G
0.0
0.504
4.0
0.003
J N
0.022 1 1.02
4,16
0.24
1.47
_13
1,45 1 0,09
0.35
1
815
LT 0 Tail
BASE
G
4.0
1.004
4.0
0.007
0.060 8.05
12.28
0.66
12.61
1T57 0,44
1.03
CWR
1
81
815
L A T LINER
LT 1 0 Tail
BASE
G
4.0
0.511
4,0
0.007
J
0.022 3,09
8.22
0.38
9.13
= 4Ax
2,95 0,22
1.11
1
815
LT 0 Tail
BASE
G
4.0
0.949
4,0
0.003
0.090 1 7AO
11.82
0.63
4.90
0.66 1 0.18
0.41
1 I
B15
LT 1 0 1 Tail
BASE
G
4.0
0.399
4.0
0.003
0.022 1 2.23
729
0.31
3.76
1-68 1 0-07
0.52
CWR
2
2075
2275
PERMANENT STABILITY
RT 200 1 Sp. Cut
V
G
0.0
1.430
4.0
0.003
RET CLASS Q
0.080 1 8.18
11.79
0,69
6.54
4.5=MAX
0.80 1 0.27
0.55
CWR
2
2075
2275
EVALUATION OF TEMP LINER
RT 1 200 1 Sp. Cut
V
G
0.0
0.797
4.0
0.003
JUTE NET
0.022 2.54
657
0.39
5.01
T=0.45 MAX
1.97 j 0.15
0.76
2
2305
LT 1 255 1 Sp. Cut
V
G
0,0
0.759
4.0
0.009
0.160 2.30
6,26
0.37
1.04
0.45 1 0.43
0.17
CWR
2
2050
2305
EVALUATION OF TEMP LINER
LT 255 Sp. Cut
V
G
0.0
0.326
4.0
0.009
JUTE NET
0.022 043
2.69
0.1fi
0.80
T=0.45 MAX
1.88 0.16
0.30
MCBCL Storm CWR.x1s 1` SEP 1 3 Z012
3
8/2812012

DITCH DISCHARGE CALCULATIONS - Q10 -
DATE7 13011 PROJ. NO.: CARWASH ROAD SHEET 2 OF 2
1-0. NO.: yAA6C P1383 COUNTY: QN 19-W DESIGNED BDB
DESCRIPTION: P N BAS NTRY -I CHECKED JWiN
Dischawge calc0a6ans by Rati I Mekhod 0
1aLon
to
Station
Locelion
Freq.
Freq.
yr
Te
min
I
inlflr
A
acres
C
0
ds
325
815
LT
10
10,0
7.34
0,565
0.45
1.87
325
815
LT
2
10.0
5,62
0,565
0.45
1.43
500
725
RT
10
10,0
7.34
0.738
0.45
2.44
500
725
RT
2
10,0
5.62
0.738
OA5
1.87
825
RT
10
10,0
7.34
1.100
0.45
3.63
725
825
RT
2
100
5-62
1.100
0.45
2.78
825
925
RT
10
30,0 1
4.49
2.581
0.45
5.21
825
925
RT
2
30,0
3.25
2.581
OA5
3.77
925
1700
RT
1p
30,0
4.49
2.225
0.45
4.50
925
1700
RT
2
30.0
325
2.225
0,45
3.25
1
950
LT
i0
30.0
4.49
1.639
0.45
3-31
815
950
LT
2
30.0
3.25
1.639
0,45
2.40
1700
LT
10
30.0
4.49
1,639
0.45
3-31
9
1700
LT
2
30.0
3,25
1,639
0.45
2.40
1700
1950
LT
10
10.0
7.34
0.502
0.45
i.66
1
1950
LT
2
1D.0
5,62
0.502
046
127
1820
RT
10
10.0
7.34
0.583
0.45
1.93
1700
1820
RT
2
10.0
5.62
0.583
0.45
1.47
815
815
LT
10
30.0
4.49
6.243
0.45
12.61
81
815
LT
2
30.0
3.25
6,243
0.45
9.13
815
LT
10
10.0
7.34
1,485
0.45
4.90
815
LT
2
'O.D
5.62
1.485
0.45
3.76
2075
2275
RT
10
10.0
7.34
1.781
O.Sp
6.54
2075
2275
RT
2
1D.0
5.62
1.781
0.50
5.00
2305
LT
10
10.0
7.34
0.237
0.60
1.04
2050
2305
LT
2
10.0
5.62
0.237
0.60
0.$0
1 w' Q/ F ,
SEP 1 3 2012
MCSCL Slonr LWR,xls W2812012
J i .

TIME OF CONCENTRATION CALCULATIONS
DATE: goo t RFMSEO- 00 DO SHEET> OF 2
I.O. NO.: NAVFAC P1353 PROD. NO.: CARW_ASH ROAD COUNTY: ONSLOW DESIGNED BOB
DESCRIPTION: AMP °UV° v W BASE RYPOINT CHECKED JWM
Tc by Kinematc Wave Ecuation Trial
Tc talWlated for Shallow Corrcartrated Flow
Tnaf Tc calculated for open ehannels
Total
No.
L
ft
n
5
tuft
Tc
mir
year
1
infhr
L
It
Stop.
tVft
Paved
Unpaved
avg
Chart V
tus
Tc
min
No
L
ft
8
ft
y
ft
M
ft/ft
1 S
fufl
n
A
sq. ft
P
ft
R
Ve
fus
Tc
min
Tr
min
cot
108,0
0.24
0-005
15.6
6.12
0
0,003
P
1.11
0.00
c01
170
0.0
0.62
5.0
0.003
0.045
1.95
6.37
0.31
0.82
3.44
19.07
CO2
0.0
0.24
0.005
0.0
9.18
0
0.003
P
1.11
0.00
CO2
0
0.0
0.03
5.0
0.003
0.045
0.00
0.32
0.02
0.11
0.00
0.00
EX;
0.0
024
0.005
0-0
9.18
0
0.003
P
I'll
0.00
Ex1
80
0.0
0.20
5.0
0.050
0.012
0.21
2.09
0.10
5.99
0,22
0.22
1:X7
0.0
0.24
0.005
0.0
9.18
a
0.003
P
1,11
0.00
EX2
0
0.0
0.03
5,0
0.003
0.045
0-00
0.32
0.02
0,11
0,00
0.00
CO3
950
0.24
0.005
142
6.36
0
0.003
P
1.11
0.00
CO3
152
0.0
0.66
5.0
0.003
0.045
2.18
6,73
0.32
0,85
2.97
17.21
EX3
0,0
0.24
0.005
0.0
9.18
0
0,003
P
1.11
0.00
EX3
80
0.0
0.20
5.0
0.050
0.012
0.21
2.09
0.10
5.99
0.22
0.22
C04
C05
60.0
0,0
0.24
0.24
0.005
0.005
10.2
0.0
7.28
9,18
0
0.003
P
1.11
0.00
C04
65
0.0
0.54
5,0
0.003
0.045
1.43
5-46
0.26
0,74
1.46
1170
0
0.003
P
1.11
0.00
C05
0
0.0
0.03
5,0
0.003
0.045
0.00
0.32
0.02
0.11
0,00
0.00
OUT
00
024
0.005
0.0
9.18
0
0.003
P
1.11
0.00
OUT
80
00
0.20
5.0
0.050
0.012
0,21
2,09
0.10
5.99
0.22
0.22
II
IV
I
0,0
C'2
00
0.2a
0.005
0.0
9.18
50
0025
P
3.21
0.26
C12
0
0.17
5.0
0.050
0-012
0.14
1.72
0,08
5.27
0.00
0.26
C i 3
0_0 I
0.24
0.005
0.0
9.18
0
0,003
P
1.11
0.00
C13
0
0,0
0.20
5.0
0.050
0-012
0.21
2,09
0.10
5.99
0.00
0.00
MCK1, SIorm CWR.Kis SEP 13 2012
BY:
WM2012

DISCHARGE CALCULATIONS
DALE: 8f3IN12 REVISED: 13_9 PROJ. NO.: CAR WASH ROAD SHEET 2 OF 2
I.D. NO.: NAVFAC P1353 0_0 COUNTY: ONSLOW DESIGNED BDB
DESCRIPTION: CAMPLEJEURL NEW UASE E RY POINT CHECKED JWM
Ddcharge calcuratians Dy Rac onai V E;hotl 4
No
Station
FrK
r
I Tc
Mir
I
irvhr
A
acres
C
0
cfs
C01
-CWR- 3+25
10
19.1
5.74
0.56
0.50
1.61
CO2
-CWR- 3+10
10
10.0
7.34
000
0.50
0.00
EXi
-CWR-2+06
10
10.0
7.34
0.19
0.90
1.26
EX2
-CWR-2+09
10
10.0
7.34
0.00
0-50
0.00
CO3
-CWR- 1+50
10
17.2
5.96
0.52
0.60
1.86
EX3
-CWR-0+60
10
10.0
7.34
10.00
0.70
50,00
C04
-CWR-0+46
10
11.7
7.11
0.25
0-60
1.07
C05
-CWR-0+39
10
10.0
7,34
0.00
050
0.00
OUT
-CWR-0+26
10
10.0
7,a:
0.00
0,90
0.00
C12
HSRCPP• 4000
10
10.0
7.34
0.11
0.90
0.75
C13
HSRCPP• 4000
10
10.0
7.34
0.00
0.90
0.00
` 21
-521
SEP IS y
MCBCL Star. CWK.xis Sf21V2012T
iD

z000' LEGEND
U S G S 7.5 MINUTE QUADRANGLE W PROPOSED PROJECT
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-__�� ..�. 1 � '_•ram"' � _ .'S �� �db4em�+ t s_�f'f�i� O r ��� � O � � / �. '- � � - ��,
NAVAL FACILITIES ENGINEERING COMMAND - MID ATLANTIC 4 '��e \ { :.. • \� » r i ! ? ��.,/` �, �. = r f. ��
WED FY10 MCON 1382 g�� '� � �'�1ti • f! � '�_1li jll� °( a f�^ i 1 �j / �i J � PA D `'
SEP 1 2�12 FY12 MCON 1383 i �_J - , • .••. ,� f!f "� 'aa `-�� ::� _ �� t
FY13 MCON 1384 f.r✓ 0 -4�c� ,.s �I
ti US S 7.5 MINUTE QUADRANGLE jt,a _ ,- •,-' '\� �, y, ' ` `� j";� ti 1
CAMP LEJEUNE - JACKSONVILLE, ONSLOW COUNTY, NORTH CAROLINA ��{�� \ 3 l • �Q;' • i $ f4. ~d ~ ti
AUGUST 2012 ti o ' .••� / i r� , /

LT North Carolina Department of Environment and
Natural Resources
NCDENR Request for Express Permit Review
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 fPDF file) and vicinity map (sal
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;aiison.davidson(a)ncmail.nei
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee
ncmail.net
• Mooresville & -Patrick Grogan 704-663-3772 or patri6.grogan0ncmail.net
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison@ncma_il.net
• Wilmington Region -Janet Russell 910-350-2004 or janet.russell(a0cmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day
For DENR Use ONLY
Reviewer: LL_
Submit:.
Time: l , c�
confirm:_
FAX or Email the completed form to Express
Enter Related SW
Permits of request
SW
SW
SW
SW
SW
Project Name: BASE ENTRY ROAD PERMIT MOD FOR CAR WASH ROAD County: ONSLOW
Applicant: CARL BAKER Company: US MARINE CORPS BASE CAMP LEJEUNE C,' C-
Address: PUBLIC WORKS DIVISION, 1005 MICHAEL ROAD City. CAMP LEJEUNE, State: NC Zip: 28547
Phone: [phone], Fax: [phone], Email: carl.h [e-mail]
Physical Location:MCB CAMP LEJEUNE
Project Drains into BEAVERDAM CREEK waters - Water classification SB (for classification see-hfip:tih2o.enr.state.nc.usibimsireportslreportsWB html)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N , within X2 mile and draining to class SA waters N, or within 1 mile
and draining to class HQW waters? Y
Engineer/Consultant: LOUISE SLATE Company: AMEC
Address: 4021 STIRRUP CREEK DRIVE, SITE 100 City: DURHAM, State: NC Zip: 27703 RECEIVED
Phone: 919-7�-9910, Fax: [phone], Email: louise. 1 @amec.com AUG 08 2012
SECTION ONE: REQUESTING A SLOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ElDCM, ❑ DLR, ElOTHER: $y: _
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
❑ IntermlttenVPerennial Determination: — # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft 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 I'll
❑ High Density -Detention Pond _ # Treatment Systems El High Density -Infiltration _ #Treatment Systems
El 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 8090630 (P ide permitp)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront-
0 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 scooina and express meetina 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 wl US ALOE: ❑ Yes ® No Permit
Received from US ACOE ❑ Yes ❑ No
.. ........................... Of DENR use onlys•1e0...r.rr..r..rr.rrrrrststtssstssssssssssstststsrtrrrtrrr
Fee Split for muilile permits: Check# I Total Fee Amount S
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Ma1; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
il
401:
$
LOS
$
Stream Deter,
$
NGDE-NR EXPRESS March 2009

I

Request for Express Permit Review
Stormwater Narrative
Car Wash Road
MCB Camp Lejeune, NC
August 8, 2012
The project site is located in Onslow County, North Carolina and is in the White Oak River Basin. The
road (referred to as Car Wash Road) drains toward Beaverdam Creek. The DWQ Classification for this
creek is SB, NSW (19-20-2).
This narrative describes the upgrades for Car Wash Road at Marine Corps Base (MCB) Camp Lejeune.
This request is to modify the existing stormwater permit for the Base Entry Road due to the connectivity
of this road. Car Wash Road is currently a dirt/gravel road located in the industrial area between Ash
Street and Sneads Ferry Road (see attached figure). The road will cross existing railroad tracks before
tying in to a spur off Sneads Ferry Road adjacent to a warehouse. The road will remain in the same
location and no major changes are anticipated to the drainage of the roadway. There are no existing
cross pipes. One or two may be added to eliminate standing water in roadway ditches. Drainage tends
toward Holcomb Blvd.
The project permit boundary is established to achieve the Low Density stormwater permitting option.
Consistent with Low Density stormwater strategy described in requirements set forth in the Session Law
2008-211 Section 2.(b)3b, sheet flow and flow through vegetated conveyances (grassed swales) will be
maximized along the project corridor. Generally, the roadway will remain two lanes with narrow
shoulder sections. No curb and gutter will be used in this design. The total proposed impervious area
and placement of stormwater BMPs will be determined as the project progresses. To comply with the
low density option, built upon area (BUA) will be 24% or less.
No streams or wetlands abut or intersect this road. There are no known active permits along the Car
Wash Road corridor.
F" CEIVED
AUG 0.8 2012
Stormwater Narrative Page 1

Andrea S. Thomas
NC DWQ- Environmental Sciences Section
Phone- [phone]
Fax-[phone]
Email- [e-mail]
http://Portal.ncdenr.org/web/wq/ess/eco/ams
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.

r�
�V
s
r u
v
r
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o
7
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)-
L

For DENR Use ONLY
' Reviewer, LL—
,� No �h Carolina Department of Environment and s �„
A / Natural Resources s�emn:
NCDENR Request for Express Permit Review Time:
O
Confirm: -id -
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative site plan PDF file and vicinity ma same items ex ected in the application Package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(rDncmail.net
• Fayetteville or Raleigh Region -David Lee 919-7914203; david.lee(@ncmail.net
• Mooresville & -Patrick Grogan 704-663-3772 or Patrick.srrostan(a-ncmail.net
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison(@,ncmail.not
• Wilmington Region -Janet Russell 910-350-2004 or lanet.russell(ftcmail.net
NOTE; Project application received after 12 noon will be stamped in the following work day.
Permits of request
SW
SW
SW
SW
SW
Project Name: BASE ENTRY ROAD PERMIT MOD FOR CAR WASH ROAD County, ONSLOW
Applicant: CARL BAKER Company: US MARINE CORPS BASE CAMP LEJEUNE C) C G Pr'—)
Address: PUBLIC WORKS DIVISION,1005 MICHAEL ROAD City: CAMP LEJEUNE, State: NC Zip: 28547-�
Phone: [phone]. Fax: [phone], Email: [e-mail]
Physical LOCation:MCB CAMP LEJEUNE
Project Drains into BEAVERDAM CREEK waters — Water classification SB (for classification see-http;11h2o.enr. state. nc.uslbimslreportslreportsWB.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 t mile
and draining to class HQW waters? Y
Engineer/Consultant: LOUISE SLATE Company: AMEC
Address: 4021 STIRRUP CREEK DRIVE, SUITE 100 City: DURHAM, State: NC Zip: 27703-_
Phone: [phone], Fax: [phone], Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY AUG 2012
❑ $coping 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 Watei Quality Certification ❑ Isolated Wetland (_linear ft 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 _ # 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 8090630 (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 Buffer Impacts: ® No ❑ YES: —acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ALOE Approval of Delineation completed: ❑ Yes ❑ No 404 Application in Process wl US ACOE: ❑ Yes ® No Permit
Received from US ACOE ❑ Yes ❑ No
DENR use only•*•rill:tsar*asr*******************a*s****a***xs****n�******
Fee Solit for multiple permits: (Check #
Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
1
$
401:
1
$
LOS
$
Stream Deter—
$
NCDENR EXPRESS March 2009