SW8110611_HISTORICAL FILE_20110916

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 Il0'n l l
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 \\ oc, kko
YYYYMMDD

Q''A
NC ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Coleen H. Sullins
Governor
Director
September 16, 2011
Commanding Officer c/o Carl Baker,
Deputy Public Works Officer
MCB Camp Lejeune
Bldg 1005 Michael Road
Camp Lejeune, NC 28547
Subject: State Stormwater Management Permit No. SW8 110611
MOUT CTF Training Area
High Density Commercial Wet Detention Pond Project (SA)
Onslow County
Dear Mr. Baker:
Dee Freeman
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit Application for the
MOUT CTF Training Area on September 16, 2011. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title
15A NCAC 2H.1000 and Session Law 2008-211. We are forwarding Permit No. SW8 110611 dated
September 16, 2011, for the construction, operation and maintenance of the BMP's and built -upon area
associated with the subject project. '
This permit shall be effective from the date of issuance until September 16, 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 petition with the Office of Administrative Hearings (OAH). The
petition must conform to Chapter 150B of the North Carolina General Statutes, and must be filed with the
OAH within thirty (30) days of receipt of this permit. A petition is considered filed when it is received in the
Office of Administrative Hearings during normal office hours. The OAH accepts filings Monday through
Friday between the hours of 8:00 a.m. and 5:00 p.m., except for official state holidays. The petition may
be filed by facsimile (fax) or electronic mail by an attached file (with restrictions) - provided the signed
original, one (1) copy and a filing fee (if a filing fee is required by NCGS §1.5013-23.2) is received in the
OAH within seven (7) business days following the faxed or electronic transmission. Unless such
demands are made this permit shall be final and binding. You should contact the OAH with all questions
regarding the filing fee and/or the details of the filing process. The mailing address, telephone and fax
numbers for the Office of Administrative Hearings are: 6714 Mail Service Center, Raleigh, NC 27699-
6714. Telephone [phone]. FAX [phone].
If you have any questions, or need additional information concerning this matter, please contact Christine
Nelson, at [phone].
Sincerely,
(�ect.rS.
ForColee Sullins, Dir
Division of Water Quality
GDS/can: S:\WQS\Stormwater\Permits & Projects\201 1\1 10611 HD\2011 09 permit 110611
cc: Joe Avolis, Avolis Engineering
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer service: 1-877-623-6748 NorthCarolina
Internet: nr m,cwater'uaW.org 1► atutwl&
An Fnualflnnntli,niN\Affvmaliv>4,'inn Fmnlnv>. (//�/

State Stormwater Management Systems
Permit No. SW8 110611
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT SA WATERS
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
US Marine Corps Base - Camp Lejeune
MOUT CTF Training Area
F-3 Range Road, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of one (1) wet detention pond and a level
spreader/vegetated filter strip in compliance with the provisions of 15A NCAC 2H .1000
and Session Law 2008-211 (hereafter collectively referred to as the "stormwater rules')
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until September 16, 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. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.8 and 1.9 on page 3 of this permit. The
stormwater control has been designed to handle the runoff from 193,072 sf of
impervious area.
3. A 50' wide vegetative buffer must 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 streams and rivers and the mean high
water line of tidal waters.
4. A secondary BMP in series with the wet pond must be provided to treat the
design storm discharged from the pond. In addition, the excess runoff from the
wet pond must flow overland through a vegetated filter. The chosen secondary
BMP is a level spreader and 50-foot vegetated filter strip that is designed to
effectively infiltrate the design storm and to pass the peak flow from the 10 year
storm in a diffuse, non -erosive manner as described in Section 1.9 of this permit.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 110611
5. The drainage area(s) will be limited to the amount(s) of built -upon area indicated
in Sections 1.2 and 1.8 of this permit, and per approved plans. The built -upon area
for the future development is limited to 20,000 square feet.
6. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all required easements.
7. The runoff from all built -upon area within the permitted drainage area(s) of this
project must be directed into the permitted stormwater control system.
8. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, Acres: 14.06
Onsite, ft : 612,393
Offsite, ftZ: 0
b. Total Imperviou� Surfaces, ft2: 193,072
Onsite, ft : 193,072
Offsite, ftZ: 0
C. Design Storm, inches: 3.65
d. Average Pond Design Depth, feet: 4.0
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSI�: 21.50
9. Permanent Pool Surface Arei, ft : 20,048
h. Permitted Storage Volume, ft : 47,452
i. Temporary Storage Elevation, FMSL: 23.45
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs: 0.39
k. Controlling Orifice: 2.75" 0 pipe
I. Orifice flowrate, cfs: 0.17
M. Permitted Forebay Volume, ft3: 15,088
n. Fountain Horsepower: 1/4 HP
o. Receiving Stream/River Basin: Bear Creek / White Oak
p. Stream Index Number: 19-41-11
q. Classification of Water Body: "SA, HQW"
9. The following design criteria have been provided in the secondary BMP, a level
spreader and vegetated filter strip and must be maintained at design condition:
a. Peak Discharge:
Design Storm, cfs: 0.167
10-yr Storm, cfs: 2.33
b. Length of Level Spreader, ft: 50
C. Width of Vegetated Filter Strip, ft: 55
d. Slope of Vegetated Filter Strip: 0.73%
II. SCHEDULE OF COMPLIANCE
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.
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 110611
Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, the permittee shall cause a
certification from an appropriate designer for the system installed to be
submitted, 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. A modification may be required for those
deviations.
4. If the permanent pool volume is greater than 30,000 cubic feet, a decorative
spray fountain will be allowed in the stormwater treatment system, subject to the
following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. 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.
C. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 1/4 horsepower.
5. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions 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. Mowin,9 and re -vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
6. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
8. The facilities shall be constructed as shown on the approved plans. 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.
9. 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.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 110611
10. 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 any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease 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 any permitted BUA within the undeveloped future
areas shown on the approved plans.
11. Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
13. 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.
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 must submit a completed and signed Name/Ownership Change Form
to the Division of Water Quality, accompanied by the supporting documentation
as listed on the form. 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 permit conditions until such
time as the Division 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) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily 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.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 110611
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit remains in force and effect until modified, revoked, terminated or
renewed. 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. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans, specifications, application forms, and design calculations for this
project are incorporated by reference and are enforceable parts of the permit.
10. 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 appropriate
documentation and the processing fee.
Permit issued this the 16th day of September, 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 110611
MOUT CTF Training Area
Stormwater Permit No. SW8 110611
Onslow County
Designer's Certification
1, , as a duly registered
State of North Carolina, having been authorized to
time) the construction of the project,
(Project)
for
in the
observe (periodically/ weekly/ full
Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 110611
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. All slopes above permanent pool are grassed with permanent vegetation.
9. Vegetated slopes above permanent pool 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 and located 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, a vegetated filter, level spreader and a secondary BMP.
15. The required system dimensions are provided per the approved plans.
16. All components of the stormwater BMP are located in either recorded
common areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
Page 8 of 8

DWQ USE ONLY
Date Receiv
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW - ] 5 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This forth may be pliotocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
E=mmien-ef--MOUT CTF Training Area
2. Location of Project (street address):
City:MCB Camp Lejeune County:Onslow Zip:28547
3. Directions to project (from nearest major intersection):
From NC Highway 172, turn left on Lyman Road. Go 1.5 miles and turn right on Range Road. Go 0.3 miles
down F-3 Range Road and site is on the right.
4. Latitude:34° 39' 44" N Longitude:77° 14' 53" W of the main entrance to the project.
II. PERMIT INFORMATION
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number N/A , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, N/A and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 10.3 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit: N/A
RECEIVED
AUG 2 5 2011
Form SWU-101 Version 07Jun2010
Page 1 of 6

III. CONTACT INFORMATION
a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Commanding Officer- MCB Camp Leieune North Carolina
Signing Official & Title:Carl Baker, P.E., Deputy Public Works Director
b.Contact information for person listed in item la above:
Street Address:1005 Michael Road
City:Camp Lejeune State:NC Zip:28547
Mailing Address (if applicable):
City:
Phone: (910 ) 450-5803
Email:[e-mail]
Zip:
Fax: (910 ) 451-2927
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact biformation, 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:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
Mailing Address (if
Phone:
Fax:
Zip:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: David Towler, EI/Public Works
Signing Official & Title:Carl Baker, Deputy Public Works Director
b.Contact information for person listed in item 3a above:
Mailing Address:]005 Michael Road
City:Camp Lejeune State:NC Zip:28541
Phone: (910 ) 450-5803
Email:[e-mail]
4. Local jurisdiction for building permits:
Fax: (910 ) 451-2927
Point of Contact: Phone #:
Form SWU-101 Version 07Jun2010 Page 2 of 6
r
AUG 2 5 2011

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be directed to a wet pond which will store the difference in the pre and post
development runoff. Pond discharge will be to a level spreader and vegetated filter strip which provides.
effective infiltration of the runoff.
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: 14.1 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:14.1 acres
Total project area shall be calculated to exclude the followingg the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHM line. The resultant project area is used to
calculate overall percent built upon area (BUA). Nono-coastal wetlands landzoard of tlne NHW (orMHW) line nay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 31.53
9. How many drainage areas does the project have?1 (For high density, courant 1 for each proposed engineered
stormwater BMP. For low densihj and other projects, use 1 for the whole properhj area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area _
Drainage Area
Drainage Area
Receiving Stream Name
Bear Creek
Stream Class *
SA; HQW
Stream Index Number *
1941-11
Total Drainage Area (so
612,393
On -site Drainage Area (so
612,393
Off -site Drainage Area (so
0
Pro osed Impervious Area** s
193,072
Im ervious Area** total
31.53
Im ervious" Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
0
On -site Streets (so
40,173
On -site Parking (so
112,699
On -site Sidewalks (so
0
Other on -site (so
0
Future (so
20,000
Off -site (so
0
Existing BUA*** (so
20,200
Total (so:
193,072
Stream Class and Index Nunnber can be determined at: http://pmtaLnncdenr.org/zoebkoq(ps/csu/classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that aunount of existing BUA that will renmin after developnnent. Do not `eport-any'D zigti4T.B A-tliat
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version 07Jun2010 Page 3 of AUG 2 5 2011
nv.

11. How was the off -site impervious area listed above determined? Provide documentation.
Field visit and topographical survey.
Projects in Union County: Contact DWQ Central Office staff to check- if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://t)ortal.ncdenr.org/web/w(i/ws/su/bmD-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncciennorg/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncderinorg/web/wg/ws/su/statesw/forms_ does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. _RA
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M / L
agreement(s) for each BMP. V
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress.htmI for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
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 M&
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the'/z VV
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: Vr
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned. "RECEIVEDk. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures. AUG 2 5 2011
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. BY•
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Form SWU-101 Version 07Jun2010 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify �1eA
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to vertftj the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Military Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 21-1.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http:/ /www.secretary.state.nc.us/Corporations/CSearch.aspxx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdennorg/web/wg/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineerloseph C. Avolis, PE
Consulting Firm: Avolis Engineering, PA
Mailing Address:P.O. Box 15564
City:New Bern State:NC Zip:28561
Phone: (252 ) 633-0068
Email:[e-mail]
Fax: (252 ) 633-6507
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Information, item 1a) with (print or hjpe name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
AUG 2 5 2011
�E Y:
Form SWU-101 Version 07Jun2010 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of
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
My commission
X. APPLICANTS
I, (print or type name of person listed in Contact Information, item la) 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 cgg nants will be ecorded, and that the proposed project complies with the requirements of the
applicable storjKw4ter rules ur15AAICAC 21-1.1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signature: L Date: O IO I4
�
I, SV/-lV (d- 4rr %S a Notary Public for the State of 804 ounty of
n
hS D tk do hh eby certify that l-at.r / 420- k: er personally appeared
before me this L day of Ca 4 u •.�0I/ . and ac owledge Oe due execution of the application for
a stormwater permit. Witness my hand and official seal, eJ
l'
SYLVIA NORRIS
NOTARY PUBLIC
E
NSLOWCOUNTY, CMMISSION EX?IRES
SEAL
My commission expires
Form S WU-101 Version 071un2010 Page 6 of 6
RECEIVED
AUG 2 5 2011
BY:

MEMORY TRANSMISSION REPORT
TIME :09-19-'11 11:37
FAX NO.1 :910-350-2004
NAME :DENR Wilmington
FILE NO.
208
DATE
09.19 11:35
TO
: IR912526336507
DOCUMENT PAGES
9
START TIME
09.19 11:35
END TIME
09.19 11:37
PAGES SENT
9
STATUS
OK
*** SUCCESSFUL TX NOTICE ***
State of NovYA Carollaa
Department of EnYlron mint nnJ Nnlu ral Reaoureev
Wllm lnpton RaQlonal t7lR�w
auwrb Faws Purtlau, Governor FAX COVTi.R SHEET Dun Fraumua, Sacs-alu ry
To:
OE i7
�O�i 5
%I c Alf
From: JQ�esmcr
/�
12'1 Cvdlnel !)�IVn Lvrnn aln n. Wnm ng,n n, Nf 3690� a (910)>96�221� e M fi9v el OPPn m,nlry AT.�mealve Aea�nn EmpleY e�

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly F_aves Perdue, Governor FAX COVER SHEET Dee Freemmn, Secretary
Date: %/' 11
No. Pages (excl. cover):
To: %dDL S From: Jo Casmer
Co: G i--s Z--; ' y i id E Eli Phone: [phone]
Fax: G-�..��� / Fax: [phone]
SSs Veo1 a , C/ e,0/--'/ Z-77 4 e
127 Cardinal Drive F"mcnsion, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

MEMORY TRANSMISSION REPORT
FILE NO.
209
DATE
09.19
11:35
TO
S 919104512927
DOCUMENT PAGES
9
START TIME
09.19
11:37
END TIME
09.19
11:40
PAGES SENT
9
STATUS
OK
*** SUCCESSFUL TX NOTICE
TIME :09-19—'ll 11:40
FAX NO.1 :910-350-2004
NAME :DENR Wilmington
e+*
sta<o of North Carolina
Uepu rt ment of Env{ron manl anJ Neural Rasourcar
Wnmtnpton Reglunul OTae
Bcvwrly £nvv Parsec, Governor FAX COVER smmmw Dew FTe--. secretary
Fex: ��� — �`� /— •a>' /•�� � Fex: (9I01350-2009
A-
�SG>
137 CVO�nal O�.ve £utanef on. W1lming�onTIC 2B905 � (910)'196-'1215 � M 6qu u1 Oppom.nlq Alnem anus Aen nn gmplo yew

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Bever(r Eaves Perdue, Governor FAX COVER SHEET Dee Freeman, Secretary
Date: /�— �� " ���� No. Pages (excl. cover):
To: From: Jo Casmer
Co: � �e ' rd xv Phone: [phone]
Fax: /o - 7s�— l� Fax: [phone]
Re:
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action l'mployer

Revised Stormwater Calculations
Expansion of MOUT CTF Training Area
F-3 Range Road
MCB Camp Lejeune, NC
Prepared by:
Avolis Engineering, PA
PO Box15564
New Bem, NC 28561
[phone]
FAX [phone]
RECEIVED September 15, 2011
SEP 1 6 2011
BY:

i
Vo
r-
AUG 2
Ey-e,wq oo`, .E;'/MaT'.''CTF1'rTRi4ln1�NG(.. AR£r4`
Mc6 . CfH�Y . l,£SEu�JE � P!G
its YRnS=Cr YRu�osEs rHE. Coaucrloa of P,aa�Nati
AAA 0,,3D -uio ACeE55 .ILDAL-6 TD il+E NEaJ; ,P,f��Kl^ ry AR£4
Ter- Ko3tr-T. `AR54 _CvtclFu'" r-)clsTs. A5_ A. evineWR'rio.v of
pFEiU (n�ASSED �q rm WvoRc-I� /QKE<4.5
VuE -ro TN£ .Soo�/�� ."CdPoGKAPt+�, ij TH-C Af-CAi Exo-rIN4-
M>?E(tVr0'u5 vpAdopJ6 -1 1- T)!£ 51TE n} e5E
i4-P-LA5' ELUDE Fo?,-r 1 o J OF 11W- FPiT W / .
PAC ACCE56W-4 .T)}E guaVl1,JGr,�i
ao.-)C2s=r>: 6c.A135 A;,0'D GRAVEL PAYED.: A-pe-.4s. TNc KAD
1r71at v4,_C2'3L V* Ad EXr5riN4 L-ow OEn tt, P�rf j2udper-T'u 6E Dlvcgru
C-OA-5nAt- .STogrtAw rrvE .W=4r,,u4ATlo J5, fi, WF-T . Pgr1T7 W)lL.
13E VE51AiuF-p AQT? 5wl/ rr FoK. STtP-/Aw47MP- 7+-9rrtiF.j7-
.
Ti+£ P UTEC r _ ?(ZA W 5 710, BEAR- ,CRk g K- 1 a TNT WHIT E
OAK- lg- Evo- ii�ASirJ , -CND YP-ortc.-r C oOR �i�J�4rEs rq QE '
1:7'10 141 ` 53" W
BEAR CR-FEK Is CL/ASs(f:rEb As 5A; R610-)
sNYvEx #b 11i 4 1 - iI.•
VUC -so 5A,1 RGLW WArEKs. STo 11n19T� Cent 7i'-o(, �EAuIRE.K
Fo R H IA H �3 ErJn .FR o 7ECT5. s5.. As FOU,o�
0 04&)-rM c, .. A,139 TPCA-r . wao r-r A � EFAT P B j t, S rnX, Hie-s
OF'. R/iINFf}U.. ' O1Z::T�..�IFFF�.K�.10E Sr`1 '�,Un10FF Fi2.oin�
MC YRr✓ A!JD four ,` JEE -, opm,EA r C,an» FtP--
'j1+E 1'.�E,�{R r,;2G�-FbuR...STDR-M� W1-{(Ci}EVER.- l5
-ram
° 1�0 k)E-1.A) 'Olds 0-C-Dl5GH,4(L�E FDA. ?R-E VES((nA) 5i02M,
0 5To9-M0ATEA 9\WJ6-Fr ij A7 IS W. 5xGEs5 or T -F
vol.IAME. MViST F"VO OV69J.�D Tjt-fLoUd,/{ 4
VED VF-6',ET"'l;rlF_ F14-T'C�, W M4 MINIM14M LEN)G1Tj+ OF SO 1=EET.`
2011 o 50
koT (3wG1eT.t ir?OtA Ne✓ta DF V�I.o�OrnENr AcTwcnES.

I I
14
a
Emlfflm � ryr, MY. EAMK,97A,-i
Z
5i+tj2� Ajcrr $E c.,b,451VLr-2-ED A -pizr-CT-
Of 5Tb9-rKw/+T-r-1-14AF -
_ 0 (5r- Ar-
1� -;J i= k L-7 7- AkT I Ors �1 57 z 9 -lu W47 -E,17- Fl ZVAA TIM P-F614,Y
-V'c-rU5E- FW4. OF 6-Tb9~rEP--.A-r A M1v-r="S'v4
vewc t.9 To 'U.eC--e--rATEP ecArFC-F- oF-- o*elL
ti"M -LA-P-CA) T-W( IS CAPA5Lf- &F PRO VIVIQ
F--Fr-Ec-r%Vf- :iJFt(-TgATIC"J 0(: I-AE. -VESIM, ST094" VOAW.
r"m A Ldr--r Pt,�JV TH4-r is
5-,-tgmwArE4z- amp,
AtJ*D, 'BLAibT- OPo/,) A"As
&4DA?l AM.A)-
5F
NAWPTC SLA156
114 11 5F
2:0. Loa Sr
N A"A -
fL471494-5 ALLOWAlbif- 5;41 Flg_P-V I bu'-5:A-RgEA = —29."Jo 0 —0-5 -F
-FbTALC)VClLptu-
*/o VLAILT-i LA Vo/j -WA(WATf-F'-�54r£4:=
;FRE CEUVED
AUG 2 5 2011
iBy:

�f
Is
mmi76%9-Mu
5FA5otJPt R%h WATER TAoLf- eLF-m- O
ECS CAcf-D:LWASI:,L/Ge OA5, t_.O^1TA'CTED -ra. PETEF-MWE, T+E
5EPA5arjA-L. 'NlG1N WAfiEg. T146Lf- ELL—VA-rlo.3 AT- T96 SrTE,
s ttowb i14E. sNw-, A-T- .A " Vep,N : o t= -,2, x,3c.l+Es geLo o
TN£ G,RAI av 5wkFACE o 'I1VE . ,(,2orM�D-Lemr<o i ,4,r
SDV-WG, (-oCA-rtW is 24,2 FEr-T.
'lll-E G�iZ'R-ES%a'DicJl� . SEltSn�JAL .1{Ill} .G,RUun7D�.lAT-f�. EC.�V� _ZJ S Fr
i�cRMAr�Eu7;,l�ao� : 2/.S r. F-L'FVi4rron)
1h(EY �E'fFNI'I orb . k�t)aD' iZE.Qu � KEJhE.yi'S
3=1 SIDE : �✓t.-o pES. Ai3oV� vEG.EI?4-rET7 SNELf.
e Fto�p 'R-uNvFF�:FP-cw1 1.5.:r,�CtF 'E�tlnlF✓t�l..-Ever n`� 'i�+E /�
�SETIWEEn�. T}i'E � ,Ptn»: POST . I-yjL1 24-1+2 STo'�-�L � li(1+4u)
pqW J , QJER A-, 2= 5... Dft .. P£Rl Op;
,.
3 F . MINIMIM A\JegAGE POOL- VEP'M,
e FofLE'PrA-� 'tZ�(�<611ZED.:.�20°% OF 'PoaD VotuME�
e _ 1 FT M INIIMIL� fRCEBoAgp 'OVEN-MAXt/ALtM Po^'P STAGE.
10 ' fT . W t D E V£�ET)4'T£D .5JfsL..F•
_G1 WAo\otm -. SIN. (.WG,T4.-,-M L419TH RRTIo = 1.5:(
tvtiw^&L-tm Fww''?A1}F :FATto = 3,1 .
S£'r 'PE.(zwli{N,<n!T �uoi, ;LEVEL_; 'J}r,21:5 £E'er
�ESIAN . �6�T1t�J �uNy 'FoR" gook 755
7pSt+;RMtN+ SA'IDA e i 0." fL-,metJTs FD52 poaP, I-)A,5t.E 10 3�
fLvE�E �7Ep>,
bo 15VA
3_0
3:5�
,'
S,D/
VA
go.o°l,
,:S,
4.b.
3 5
Jill-
2:,8
>1
11` `Yj iW�
AUG 2 5 2011

:Pi
dQI + A
V- O•ZS'IE/ BUTSttEtF \1 .+. ABoTaia-r.+As< DND) 31� DE
C l APER��PoD��Bor sMeeF 11
JII
A&-r SttELF 5viLrAt .E A"A AT Boinm of 5HELr-Omia peas 4 FoaFmis)
AMeR POOL ju(LFFACE AMA /(T- 14A � g`Ir POOL (MAIN VD JD4 FORGBAJS)
IAaor PDNv = S"e-f# CAF-: 4(C&A .A--F 8017uM 0 - Poi)D 6YCLuC)jA) -F
,51baACeCn�A iH Poop oa cti)
D.ISrr+NCE 13E Nn EElj '36T-rDA,\ UF'SHEtF Pao-mwi af' Fo•iD
CleXGL`NDIti SEDlMiWl-SToIZA64 $:on1 ,
day _ o.zs � I .+ ,_+ r -4 k47,
area z
dav
LISE:JI VeRAG,E DEPT i4 =, 4.0 r-T
FUYA 'Ph!r£ . 3,_ ..5A IVA'
(e�2,3`13 5+:� 1 2 0 P.2 jLE-pLAIREs
Ac. QRov�DED 26,a?ib� `Fr2
lie, Z}d FT'- l
L f 2®
STe FLAAC :2110NE "11ATo t T5 5EP IAA EA1'r
STDRA(rE Fun)erI D YJ�
AUG 2 5 2011
Y:

MQU r
Crt^
�o �rou�Z
A_.
IS0
Ib.b
I(o34✓
I-4.o
M-+9✓
1610
I q , 0
2.i-6� ✓
? a,o
3zo$ ✓
`�, 0
31�82 ✓
A14IN Po,up 0.)L,:
SEp1 Mc;J
S� VN(F
AVOli, �51,'Jee4-irS8 fA
PD oo< 15s5 4
N � WI✓ 7-?576a-
�.25�633-oob8
VULLVAL
SEP ', ' Z011
r:
8,24Z ,l
9,ogq ✓
gg0q ✓
logll ✓
I.2,t351 ✓
'n A
15t2-49
5
i6
A-AVr-- A "D� A vote
Igoe
I l�
2Sl�Z
t zs�Z
29t3 �-
1 z� as
3 4,45
1 3�fa s
�z4a
o.s �12v
1S109�,
816 --�I I
$64l
gs-44 I
iS-44-
Io,45a 1
loj qeo
l t,3�bO 1
0, 38$
Iz13S$ I
12,355
GI 3
14,,sD
-0-T
- l5, b88 Fi3 = 2r�.2 0

arF
CALIC'"LATE
I-S- XA)CM
15rVDV-M T. WOFIC \/0U-V't%a
9v
0,05 0.0a
:4-
5-TA'vw Fwoofeg (-P,)) /-S-Mgm
:}=
TM PF-Qvlo*s.
FKAcT-lok
,Rv=
o-os
v
0 1-!5-75 313.
VOL,= f- Rv A
VoLLA'yVk,-r 0 F: La MUC�P FT?,4!JOf r . J-D Ga 64^
IRV= DE51lnu 6-vbq^,wFALG pgp' (--rN)
F-IN
A = . VVAr(-R:5.H.E-r2 AILIFA.
S5.; �4, A L
I FIADOA :
FRO. A NbAA iVAIA) 2.4 - "-oAg- Popc-ct?tr,4,,no,;D
(P9-r-'SaAlr QAJ)
I/
JZ V= 0.
OA
Vo 0 0,
D, \J, 30 60
?DST 'D-F-YELID VMEAJr C&P-)Pllnbr46
tZv = o.0 s
VOL_ = 50 1 (p 6 0 # RA *-,R/ je
R-Ec
Vo6 62 3f?;--:b
AUG 2 5 2011

f
t
d= COZ,�9 Ft3- 14-,a45 Ft3 = 4 ,4� Sz t
i IW- L\ OF To€ P&- ' Atop Po.-r OEve em6or lzwxrF is
CR6ATr-K T►+A^) TtiE .1•a�x. �C.H RHcj•JFrAu Ru,JOF� VoLumE,
YV1'uST STORE' �1 y 5 � 3 or-
�on1D STACE. 1 sivRAG� F
S-Mcs EIbVP.T10h1 /kR�fj '. Q VOL
O' ZI:S' 23,m48r42
rD�4� vOL�.
/}pouf K*M, POOL
i
35, SC
24.0'
ZW"Iob:
2(cl$39
la2(3 }.
3•s'
2s.0'
�0;2�4:.j_
2.9'1.1'30�
`�1;4�i
4,5'
z,.v'
32;�g4...t,4a¢
CR�C�u.4r�
3,Co5"
STpR.H 815E
ra P�n�D
VuL, ro QE
Vbk-. srou4n
.3ErwEE
23:0/ 3'S,;SdI
:.Ft3
P�EMAta W� Vo 5 E
L�Yl
.5- eg:]D P GTW'F ?,; 23 O ,yr� 2q. U' _. � �452> 3S,
_4
L 6�EL RISE
B 1T. 23: 0'
k*fi 24: 6, =
l l to I`� F 3 r
O 4S r4,
2�ot,fl:3$ F-f3-
:e. TEMP, t�oot�' ELgY%,:= Z�j.9J �:i5TY4GE �.rQ� F+} vl
g2ECI�TIci,% SET ovEk�.o/.� �yr✓�R' Et EvA7io�:#� z3:4S Fk,=;l
AUG 2 2011
BY:
I

e
Ssle 01?AF1cE T=u2.; Z-s -DR :.'DR4,00o�J�
'TiUrer FKAME -ro vRAw.
j PO WN ` i?HE. 3. (off; �ntGH 5-rb
E
`Av�.�+GE. c� _ �-, - o• is
V64S 24 Nou�a
25 ' ytiiiN (yo 5EG S
1Ay )C Rp, M„�)
� 6R�F10E Eaua-r�o-a _ .
Q C9 A
Co CAGFFICIEiJT.. M� 61tCFMR6,E
� '� = D.R�,=icE CRtY55 SEGT�oaf1L A-REq �F7'Z�
3z.z F4-(s2-
h F.r)
a
1
J
i
A-,
D A , o, d410. +Tr
i
D= .0,2-b7C-T..._ . �. 9i cHES ✓
t
F r I SCAN pA92D �21u : 13ir 5,IL-E 16t� Ft3'S fk
!VE' . .
AUG 112 5 2011 ^` 3(3 2A41,-;DRA,WVoronJ . — DL-
nv.

�-- -- - - --f�
r—
� W b FF, VATS (iWTU L,
;SINCE .'(1i�5 r I�a•.�q.._ W61.�.._ �2,ouioE. TE,,v��a.R,4k� �ooc STvR+4ccE . aF
T��i-E DtFFETtEacE 4�E-tw£Ea. i�+t_ 42E .�� PesT DEVELoPr+E,�r-
�
ARE-:pEkEu>PM�nrr C. l2C),iZo0.5F1(� �5J.-}�Z2o
�+ laGzi3g3 s�
'Pox
Ca12�343�"SF '
l-ye, z4- t+2.-5-m4.ik wr ffAL-L r2i5fl,+ _:. 3.CnssxHEs
S= 0 152-TO Alt,
c Pad v£v C-CA (o�la��o: szr l�e��14.;.{ A��= �• 9. Ft31s:
CrA- j l`�iO:i52sn?�HfLXt4,:I Ac�= 1,0WITH KT 13n�
OUtTL-Er D.RIF.IC,E ,CAI` T2OL S. TN£ ..R ^� we r-OL T71-e-
Q','..0. t� (43 oaawDOWn� (t(i'
E�.oSiva ro�JT'a-uC,; ..Y"�EAsu%kE5
10-�?i 2A. Hf SNfZN1 &-O&: wcKS oF. IZAI,JFALL-
Qc _ �o.�t )i,©:a�(a sa/NRY14--'1 Fht),
AUG 2 2011 us£ Cl+gin� :5 ovr�a7� MEEn}oy �u `�owTE `rN£ 1U- P-1 254- ft2
�ro u.7C /A . St c w . FF (n wCIL fi.oO RAie or Z Z+ C-46 To ?4a
,

r
�T(MIN
,o,qt
Qw_
� i
�i stoREyBB
SrAGP(F+
luxn
QouT m0f6
NT�tt
Qo�rwBiR .
MAY it.
GZsioue ��
Zt.S}(a,34) ;'..
1,60
0.
7MO
4o35 .::
11,425.
?2,04,,(o.54)
232
I1,�t3
%zo
4o3S
L5'�?2S
22.20(0•4O
2}3
0
Is,4ss
t5o
4035
19,4gU .
22.3s( o•85)
366
0
lit 104-
l�D
22.So(1f6) ;,
33b
22,a83
2(0
,4o3S
24c1918,
Zz-450 Is) ..
943
0.
2fo,5S5
24o .
4o 35
30, 550
2vao 63� '.
sn
G9
30,2.02.
2�
435 p
34,.23-j
_412 ..
0
33,�dzS
30D
4o3S
3j,81oo
i3•oq(1st,
433.
3-4-1424
330.
4035
41,462
23:2zi1•.32)"..;
4S2
¢I,vto
3/jo
03S.
4s.o45.
23,34'(pF�)'
._ 41-1'
4q�S�4
3q0
4035
4811609
23,."(1.99)
48q
Cu.u4�zSq.
4},86)
42o
4039
5J,91(a
�23.(01(2:If).-
5C4
CO-13
4913ti
450
' 4635-. ..
..--31354- .._
23Z& (z.l(,)
$Io .
(v.z) 3U$
4%4210
4zo,
4035 .
53, (0l„
236$(z.19)1..
513.
'�J.23)35�4.
40,,4�4
510
4o3S
53,9oq.
23.G8(2.1.8':
573
(D•23).35�4
4�i�nZ?.
�QUTJ
2, 3
1
i P�4lL.5rAG-E- 23,�g :Ffi. -aK-
C2LATFw1•J W1= LM t4X61- ,.1 t. V- = 23.-45.
F+-I
W45zR,
L'O� F.-N _ , . �2.. _Ff . . TDB....
(2 A-r
3 Ff
Pf�P,>oA29
'�Q.iiwz,E,v�-F-�rS ,Aa-E .ntiEr• �2E
Is EI,EU<mu1J
�EIC�gV��
IAUG
2 5 2011

r--
C,Ai_.c�u.Ar>✓ RE(,luiuEp J1P1cf16R�4G£
2,489' #
(�er�CPFI45'►6/Ft3):=. 3124i3
Cb,JGi°�T� FDorI JCS; �n1FIiW1 I N W rEQ. -.. (� x��X' l� Yi4s- (02 4' i4 .
-rmwl 9Esl-5,rwkc = 2#1-n.*L A- 3 103 +ro,ogo>:# 121326''
�PictRe� F�vrYirn6.J Fs (b2.¢ 1 r-F )
4
h.
co�ca�►
'r C x°
i AUG 2 5 2011
I .
i3 a

-Mot r c7-r-
TQ£ATvoF-,t - OF W%'T Po,,)V j/15CHA(z.F.E
5/1v6-t� wcr I2n�1> .Z5 6N,rHlN ,MIL 0r •5A' W.4�`k5 i
Y, 57ALLgiInN or A SToR/WniirEfl $MP -1N 56-p-1E5 �5 'F_E(,lUIkZTi
To -nz-F-Ar -rw6- FKc,'vt Tie I�JE7- THIS 5r-Co/JPJK
1' TR£.kfp1nr-_NT GF T-'1'�_'.H1' -C,6 �_IMI� rv`--NVFi= -1?(F.:: (�Ur-rI2or/D
DILIfAi C E r` 5 No-r A DIP-ECT Polar OF 5Tor_wIWRl-l�p-
L ISGNFikl�,
!SEC.EC.YID.) 01� I-P-C:,�)TMEn1T DEVI6,�— C=o(—' LJE7 IVIWD.
1ovI�E A Frr.Tr-(L `�TIeP
�.h_'r�GTN 0�= fs4T'EK. iTF�lP
Z 3E-. C•ryLr:irGr(T'fD � CE.'O�l r,.p AT SD�,
�F. 51 C. N ELF 11'1 c':.JT`�f✓V�%i3��-)
5�— "Ak<- A`�-,I> ' 2O-Oro u r 6 Al P M AkOL A-c- ,
td
•L N j u'iL ;0- VL,M-:.fZA'-'>fra�ra 0. �6� f �5 ✓ F7�TE(Z .'Q;y HfvzLEr)
1�� FASSI
o
yf l p! l•f IJi:. L. $PPGr�iTc' l C`-7'C 1L 11'121 P 0 f Ir1nIDL 111E
to—yERrL PFA� Rom ArJD 6C N„t1- a051v6.

r � llol� N]D(Ar CTF
F)i,Ts(z- 5-row V 5u pe 0, 4 Ft,
55 Ff-
0.70/ -�--d.6°fo0L
�j0 �l�G� (,OTC\ J '�.=f<�:r: �,:� 1 �(� i^a /�. �'��t_`'••='J� �— .-� �• p7:
�9A55ED ) C= 0,030
owv ` 2...3 GFS
ANAL,�17 AS A 1�Cr✓+�,lu4FM CI AnjNEL. L.jIT74
vF�7�rA�
1
tA'4,r Ij.A 661-Ag
rML-rh-oy5
_-_
5r4-,AA
CQlfji •�,
GFFEC I UR_At�V�.,h1,J i"-! C'JCTHinrv�E
'/0 13��a= t3,n2 SF _ Z$.2(D°'e �W�° L�,Oo6 F•n�zE 1',��E2U,cu�
fv12,3c13 3� ---
12v= o- OS + 0.q sly o. ZeZ6 = 0,304
VuL = 31030 ,v 3.las'• * o-304 + 14• I Ac. = S(,,--I3 rl3
o= 5-6,-T93 r43- P3,231 �W - 3616-toZ J+S
SeVY 5T-.Q_� 5Tf�)CE tZISC : VOL. SrneET CiIr 21•S awn 23.0 = 3S Sly
�! a,�ivl. V�L• tc Y,ti STv¢Eli= 3815o7-- 3551.1 31OS1 Ftj
LEvc-c, RisF g/T 23.0, Ariv Z4.o'= 3d5, I IF = 0, 11 F4
2fD, 838 Ff3
F{ 3
Pope- (sTAC--E '.'6FT)
CD A��25(. _ (n,(G) (CJ zzq) c(32.2)( t-F l = O, 145'
1)QF�a17uu0�� 's.iME _
SEP 1 6 2011
SY:._------
38 S-62 r+3 = 2(o5,g45 scc = 3.48yAti 5 — UK
©. 14-5 Ft3 5 — �_.....

Is
NCDENR Stormwater BMP Manual Chaoler Revised 3-9-10
S. Level Spreader - Vegetative Filter Strip System
Description
A level spreader - vegetative filter strip (LS-VFS),consists of alevel spreader inseries with a
vegetative filter strip. A LS-VFSwill typically be iristafled-for one or more of the following
purposes: to provide diffuse flow per a buffer rule,;to meet stormwater rule provisions, or to
provide pollutant removal. Design requirements for the system'yary based on the, regulatory
requirements that apply and the type of ground cov& in the VFS. A VFS will be placed into one
of four categories: protected riparian buffer, wooded stormwater setback/buffer, herbaceous
stormwater setback/buffer, or engineered filter strip., -The VFS will usually be 30 feet in width
except when the LS-VFS is being used to meet stormwater rule requirements in SA waters, in
which case the VFS must be a minimum of 50 feet in width:
Regulatory
Credits *
Feasibility
Considerations
Pollutant Rcinoval
_
°
40 k
Total Suspended Solids
'
' Med:
ari
Land Requirement .
30%
Total Nitrogen
Low'
{ Cost of Construction
35%
Total Phosphorus
Low
Mainteriance Burden
Water Quantih/
Low
Treatable,Basin Size
some
Peak Attenuation
Med
Possible Site'Constraints
no
Volume Capture
High'.
Community Acceptance
Pollutant removal credits are achieved when the VPS is an engineered filter strip.
Advantages'
— Meets diffuse flow requirements under'the'
buffer and stormwater programs..
— Can reduce particulate pollutants such as
sediment, organic matter, and trace metals.
— Slows down the water and promotes
infiltration.
Major Design Elements
;. „removai
71Does not provide a;significant amount of
runoff stomge,to significantly reduce
peak discharge.
Typically functions as only a component
in a stormwater management system.
Required by the. NC Administrative Rules,of the. Environmental, Management'
Commission. Other,spe-cifications may be necessary to meet the stated pollutant removal
requirements.q. ` -' ^• -
1. Sizing shall take into account all runoff at ultimate build -out, including off -site
drainage.
2. The BMP shall be located in a recorded drainage easement with a recorded access
easement to a public ROW.
3. A distribution device shall be used to provide even distribution of runoff across the
BMP.
4. When it is being used to meet Stormwater Rule requirements, the VFS shall have a
longitudinal slope of five percent or less where practicable.
Filter Strip
SEP 1 6 2011
8-1
March 2010

1473
NCDENR Stormwater BMP Manual
Major Design Elements (Continued)
Revised 3-9-10
Re uire A,by DWQ':policy These`are based oii available research, aitd'r'epresent what th''e
DWQ considers necessary id,achieve the stated pollutant removal efficiencies atid�other .
desi' n objectives. „.
5.
The LS shall be constructed with a uniform slope of zero percent or level).
6.
The LS must be constructed of concrete (or other permanently stable material), with a
blind swale immediately upslope for stormwater distribution and aggregate stone not
exceeding one inch in diameter immediately downslo e for stormwater dissipation.
7.
The length of the LS-VFS shall be determined based on the flow rate that is directed to
it. Please see Table 8-1 for details.
8.
The minimum length of a LS shall be 10 feet and the maximum length shall be 100 feet.
9.
The LS must be straight or convex.
10.
The minimum width of the VFS shall be 30 feet except when the LS-VFS is being used to
meet stormwater rule requirements in SA waters, in which case the minimum width of the
VFS shall be of 50 feet in width. Please see Table 8-1 for details.
11.
A flow bypass system shall be provided when the flow rates from a drainage area or a
BMP exceed the capacity of the LS-VFS. Please see Table 8-1 for more details.
12.
When the LS-VFS is receiving flow directly from the drainage area, a forebay shall be
provided. The forebay shall be designed so that its surface area is 0.2% of the
contributing area's impervious surface. The recommended depth is three feet at the
inlet of the forebay and sloping upward to one foot at the outlet (see Figure 8-3). The
forebay can be omitted if the Swale is lined with rip rap.
13.
When the LS-VFS is receiving flow from a BMP, an energy dissipation device shall be
provided before the flow is directed to the LS.
14.
If the blind Swale is lined with grass, then the stormwater shall be discharged parallel to
the swale. If the blind swale is lined with rip rap, then there are no requirements for the
entrance angle.
15.
If the slope in the VFS exceeds that given in Table 8-1, then a l.S-VFS may not be used
in that location.
16.
If a natural riparian buffer, herbaceous stormwater setback/ buffer, or wooded
stormwater setback/buffer contains draws or channels, then a LS-VFS may not be used
in that location.
17.
For engineered filter strips, the filter strip and any adjacent cut slopes must be covered
with at least 6 inches of loose topsoil with appropriate soil amendments and an
appropriate turf grass species. The engineered filter strip must be constructed with a
uniform transverse slope.
18.
In the VFS, the topsoil must be amended with lime and organic matter and an
appropriate species of grass must be selected for the applicable climatic zone.
Note: The 2H .1000 rules designate the length of the VFS as parallel to flow and the
width as perpendicular to flow. However, the buffer rules designate the length
of the VFS as perpendicular to flow and the width as parallel to flow. This
manual observes the more prevalent buffer rule convention to avoid confusion.
Filter Strip
8-2
March 2010
cb,F7 15
H JA-
R,-c e e s
rIZAAF
rwty
e y:
U ?e A R,I F
'tZAP i�"um'�

NCDENR Stormwater BMP Manual
Table 8-1:
Summary of LS Purposes and Design Requirements
Revised 3-9-10
Criteria, Minimum < Maximum '
ePurpose x-r
Reserving '•
Type of VFS
Design (Bypass
or
width.of . �' of"
flow from
larger flows)
'LS
,slope
N
,VFS': _ ,>
_
Drainage
Protected
1 in/hr storm
50 ft
(entire
riparian
50 ft/cfs
5
area
buffer
(bypass larger flows)
riparian
Diffuse Flow
buffer)
per Buffer
Rule'
10-yr storm discharge
50 ft
Protected
up to 2 cfs
( entire
BMP
riparian
50ft/cfs
5%
buffer
(bypass Flows
riparian
exceeding 2 cfs)
buffer)
e 1 -
Wooded
10-yr storm discharge
2
30 It in most
0�
setback/
up to cfs
SOft/cfs
watersheds
5%
-
buffer /
(bypass Flows
50 ft in SA
85 TSS
filter strip
exceeding 2 cfs)
waters
SW Rule
�noval
Herbaceous
10-yr storm discharge
30 ft in most
Provisions in.
6
wet pond
setback/
u
watersheds
S 2008-211
(Coastal Cos.)
ora
standard
buffer/
20ft/c
b ass Flows
(bypass �U IS
50 Et in SA
8%3
&2H .1008 z
infiltration
filter strip
exceeding 5 cfs
g )
_S
2.3 IR
waters
LA
OD
system
10-yr storm discharg
OP1C f
30 It in most
Engineered
up to 10 cfs
10 ft/cfs
watersheds
8%
filter strip
ypass ows
exceeding 10 cfs)
0 ft in S
waters
Drainage
Engineered
'tin/hr storm
area
filter strip
P
(bypass larger flows)
10ft/cfs
30 It
8%
Pollutant
10-yr storm discharge
Removal
Engineered
up to 10 cfs
BMP
filter strip
(bypass flows
]Oft/cfs
30 It
8%
exceeding 10 cfs)
Important Notes:
' If the slope in the riparian buffer exceeds 5% or the 1 in/hr storm from the drainage area exceeds 2
cfs, then an LS may not be used adjacent to the buffer. Instead of diffuse Flow, a BMP that removes
at least 30% TN and 30% TP must be provided. A BMP that removes 30% TN and 30% TP may
discharge through the buffer with a buffer authorization from the DWQ 401 program.
2 Wet detention ponds designed to remove 90% of TSS do not require the use of an LS-VFS per
Chapter 10 of the BMP Manual. Infiltration basins designed per Section 16.3.9 do not require the
use of an LS-VFS.
3 If the herbaceous setback/buffer is located east of 1-95 and the slope is less than 2%, then the LS lip
may be sized based on the design standards for the engineered filter strip (10 ft/cfs).
Filter Strip
8-5
March 2010
SEP 1 6 2011
MOM

MWAMA"
.Int 'OF �F�1lTE2. 5•t'►21P�. flctJD nOaJ,JSi12Ef
f
{. GRi,GICE 9(LAWQo1 jiJ ¢qTE.Ft315
al kMu2' (O j(o .Ff3I5).(rD0 SEG Coo vxi J �oUl- Fla
{ FtLT:�2. STcLia� p.INtEa51DiJ5= .SDI x'S51.= 2�SD F+Z
tw bA R D RAW Dow a DEyrN : o VEK- f iLTt R -me) P 66X F+3' -_
2,sv Ftz
tt
• • = 23.�4 -
'Ba�rv�F.(ivE SDII� "f�`p� � `�p�rt�vSaF,��iArr)o,a'�krE? l,p.aoro;la/�
A r PE -3a'
il1ER E 15...Ai-59 ' A.:. 49. Ff.` V sT+M?a- (Woo9E) 0 F V3A-��^
fir • DuwrJST¢Egr1n' of ' T F1C fE1= Th ?RDvlor, .A�JpITI�rJfYC
Sn1 F )(,TV.A-rr) 01J CA -PAC 1 r� �T 6 4 `, IiJ Zn ADDS yq 2E 5 o iFwr'1 r+
9oWr,'-T Ann.
CL�ECIL-CkP?tcvr� of Vc�,�JJ56 w STf-l.lp -n1A'rw2A<.- 5*41(; AJ•D
D�{ WETLAi I)D,S - D . SNrm-IV—.-ll+ CKcCE55 .T-W—br-i, A55oClq-I-Ev, I.J,-IW
T.I+£ : to - 9 S-M w ..
....I ,.O'Fi !-l:�.0 Y'�Y. `�%�'1 �W,PDV � / I 4'(� ' I A I�•,
i
;forAu 1rI..o1.4Rhir oxw-g.. 16 j4= �N. EEttcvD= `
T1U'r - 1. 3(t<�3+ /�'i�.�G �0,4 MII.I.. - � _ f _..�r .......,T�'•. :1.';r
P.fzo'V�v£ `.�)'F�LTpgitoJr';AA1fZ,4�S ,'IE�CGE`yS "/f3 y12
guA)OrP, Aq'S/k, To �c1,�p9- (.Ap1rA&)DS A-egb
464. ViETLAODS.
AUG 2 5 2011
K

SOME
Vul,uxi TD :.BE xi-3rr«--VATED, Ov,Ee. T*C 1..ft42. PCAr- FLO&J
i Av,�zp E; .4.)PIGT-PATIW .'P.RTE -,J. ;L4PPEIL. 30" -5txL o 1U.o
_ :13to.s.i
s Lo8 F4
th2
beau I P-ED �otra��STrtF�4ih; Av ecA&E iJ�i�r�a rro,J , �
I.OS "Ff `
VCGEcA ED.: FiLrE2. 5T9.-ip Ac
i WoopEp. go�+�9TWAM Np
wnubfn:4o4 i,J9T-& V -D0WaS ca
iAc van lni I.t.iy, , AUact.ra a,c �RTtq.� Ii°+4
°I5-Do li:+Z Po�hpir-D: >-716'(a,7 Fi-Z ru6i5vED — ;, pk
i�oE6 rJur ACwuNT ..APR, Au OF 'tits. AVprno,JRc, sn�FliTi24Troa
A AvAtL,4 $i.E A 5 THrE F"i. j
I
1
AUG 2 5 2011
a �

71
DD t 55 '171 Ui p 5l 0n0 5w4t-C 0A� lvm, /-WJKP�) OW1e1o84 OF 517E
VP-AiNACL lye'-Eq = (09,944 5r = I.&( Ac-
rArnPEKvruLrS t+p-" = Yzio St= = o,19 roc.
0-aA5SEL, ALCA = coz, to�4 5, = 1, 44 Ac,
C = _0-I-+ A-c CO3G� -I- i 4444Ac)�0.3u� _ �.310
1. (o l Ac-
24- WW2 5-vDv-m Vo(,u 46 = (o. S(o TN016'S
AuEvAr-r r.-rc-asi -rl 0,Zl� rj(H-tL
(,>>o= Czfi �O,3(o��O,2�sN/NR��I•(al hc�= O.l-- CF5 AvG lU-�1 FcmoJ
A��v�<E c,/C-n/ rF F��G� .r;� s-�✓,T� _ �-Uv FEEr
F��V(,. ��l-oi;E: �t2o,•.lt. Lei �r BUD ` e F Sp,1�itE �= .3Z•<5= 31. o'= O-ZS v/o
3oD'
Cl Ar`nit�:-L. 6-CO,vkl-riLL` iotn4 3: 1 5iof 15LOIra5.
U 5 F_ I FR-E97)ID MG POF5 i'L44JrMS71�1Z. TU VGLO c 17 A 12E. P"r9
VEuoc1r�= 0,&oo F+kc
VEprrr ' b• 3 rT
3D1-1Tvw( WIPT14 of FWLJ= 3(0'3) {- 3�0•�')= (. �`
EFFECYivc =n)r=rLrRrlTruJ ,;-PES9 rr) 5LJ•1-Lr'_. = '5O0`'* 1,8'= gOOFfz,
FY?�._r'-`----1=-�-1�-�� t��l.C�.tt�'�i1J��5�_USE �3•d Zn1/li''L .r.,lFrcr'�4T�u,J
RA-� sN rrrE gA-�rNEAvd sort.
}NFIL"(7QA'(t c.J 1/ALVM6 � /l3 F+IH121/qoo Ff2) = IDS F+3/ lt2
IE Jll
VvLu MF_ GEti'EKr1r£B'/I+ou2 =' CO• �� 1�%U 5[c (yU R3
`✓� 1 M r rl H-ou II L
St%WLJ ..�S-EFFEC,rlVEU�.�J�tLrr�v >�y 71f� �o,�cc �`
RELArIv��� Ft-Wr 5VJ E �-n-FEeEa�ort� No r�scl-r�t2CF,
Av9irl,���4 VfLVVrDe-t7 /4-r 71}C
emu oP
Zs- 2, 24-H-P-5n}KrA VuLLtnM16 = 8. 5-4 sNc s R—EcM` zL-
ftvr Al SnJr��s5rn�c S,54s cttES = (�,3fi F�/cii'l' :5/ p14 AUG 2 6 2011
Z4 f+ou25 BY:

Q�Za Cs,4- _- �G• 3!a) � PJ, 31o.'tn��/f� �(/,(A/ 4c, 0, 2-1 Crs Av6, 2s-'-/1z Ft-"
VFwcI 0,-�-b FIls
1) C ? 1N1 = 0.32 F+
Sul-ru�� W'DrH of FwW = 3(o-3z) 4- 3(0,3z) = I,a2 F{
J [ pec-rlye /k2FA T-.J = SOo' * 1,12'= 960 F+Z
1N=r( 7� /aTio� VGctt.nF = (/3 F+/la��(1690 �fz) = �b4-o F" Nk
3�
l2
Vutt�mc /,E�}E,K�1 vI{Fmu�2 - �p•?( F�3. �a0 SECT ��00 ' -/�� -
5fc /vrin/ //tZ It
j, e, � /v o 1�1 Sc /•f� 21�E • _ I
AUG 25 2011
BY:

hY,
POINT PRECIPITATION '/�`
s F
FREQUENCY ESTIMATES
FROM NOAA ATLAS 14
North Carolina 34.6542 N 77.3211 W 19 feet
from "Precipdation-Frequency Alias of the Untied States" NOAA Atlas 14, Volume 2, Version 3
G.M. Bondvl D. Martin, B. Lin, T. Parzybok, M.Yekm, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland, 2004
Emacted' Wed Feb 2 2011
Confidence Umils Seasonality I Related Info I GIS data Maps Docs Return to State Map
_.
Precipitation Frequency Estimates
ARV = l0 IS 30 60 120
����� 3 hr 6 hr 12 hir 4 hr
years) min mm mm mm mm nnn
(inches)
10 20 30 45 GO
4R hr 4 day 7 daV. d� day da da da
-Y �-
.25 4.74 5.48 6.10 8.10 10.01 12.56 15.20
1 0.49 0.79 0.98 1.35 1.68 .OS' 2.21 2.70 3.18 .65
0.58 0.93 1.17 1.61 2.02 2.48 2.68 3.26 3.85 4.
5.14 5.73 6.60 7.32 9.64 11.89 14.88 17.93
5
0.67 I.08 1.36 1.93 2.48 3.12 3.39 4.13 4.91 5.74
6.61 7.28 8.30 9.07 11.72 14.29 17.73 21.10
10
0.76 1.21 1.53 2.21 2.88 3.71 4.05 4.95 5.90 6.86
.87 8.58 9.71 10.52 13.45 16.23 20.06 23.63
25
0.85 1.36 1.72 2.55 3.40 .49 .96 6.09 7.32 8.54
9.77 10.48 11.75 12.61 15.89 18.90 23.32 27.08
50
0.93 1.48 1.88 2.83 3.83 5.18 5.79 7.12 8.61 10.00
I1.45 12.10 13.46 14.35 17.90 21.03 25.95 29.78
100
I.OI 1.60 2.02 3.10 4.27 5.90 6.67 8.24 10.02 11.63
13.31 13.87 15.30 16.21 20.01 23.21 28.67 32.51
200
1.08 1.72 2.17 3.38 4.74 6.69 7.65 9.48 11.61 13.45
15.41 15.81 17.2918.22 22.24 25.48 31.49 35.27
500
I.IS 1.87 2.35 3.75 5.37 7.81 9.09 11.31 13.98 16.22
I8.60 18.84 20.18 21.10 25.39 28.57 35.40 38.98
1000
1.27 2.00 2.50 4.06 5.92 8.79 10.37 12.97 16.14 18.62
21.37 21.46 22.59 23.48 27.93 31.00 38.49 41.83
These precipitation hequencyestimates are based on a pat al duration series. ARI is the Peerage Recurrence Interval,
Please refer, to NOAA Alias 14 Document for more information. NOTE: Formatting forces estimates near zero to appear as zem.
* Upper bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
ARI 5 10 IS 30 60 120 3 6 12 24 48 4 7 IO 20 30 45 60
(years) min min min min min min hr hr hr hr hir day day day day day day day
0.53 0.85 I.07 1.46 1.82 2.23 2.42 2.97 3.54 4.03 4.69 5.21 5.99 6.67 8.75 10.74 13.53 16.24
F 2 0.63 1.00 1.26 I.74 2.19 2.70 2.93 3.60 4.29 4.90 5.69 6.30 7.22 8.00 10.42 12.77 16.01 19.16
0.72 1.16. 1.47 2.09 2.68 3.39 3.70 4.56 5.45 6.32 7.30 8.00 9.06 9.90 12.68 15.34 19.08 22.54
10 0.81 1.30 1.65 2.39 3.11 4.02 4.42 5.45 6.56 7.54 8.68 9.42 10.59 11.47 14.52 17.41 21.60 25.23
25 0.92 1.46 1.86 2.75 3.66 4.87 5.41 6.70 8.10 9.36 10.78 11.49 12.79 13.74 17.14 20.27 25.13 28.92
50 1.00 1.60 2.02 3.05 4.13 5.61 6.30 7.82 9.51 10.95 12.64 13.27 14.67 15.65 1932.22.58 27.97 31.83
lo0 1.09 1.73 2.18 3.35 4.61, 6.40 7.26 9.03 11.06 12.74 14.71 15.25 16.71 I7.71 21.65 24.99 30.96 34.80
200 1.17 1.86 2.34 3.65 5.12 7.25 8.33 10.39 22.81 14.76 17.09 17.42 18.92 19.95 24.13 27.49 34.07 37.86
500 1.28 2.03 2.55 4.06 5.82 8.48 9.91 I2.41.15.43 17.87 20.73 20.88 22.24 23.26 27.72 31.00 38.47 42.08
1000 1.38 2.17 2.72 4.4I 6.43 9.58 11.34 14.26 17.84 20.62 23.97 24.21 25.05 26.04 30.67 33.79 42.07 45.39
The upper bound of the confidence interval at90%confidence level is the value which 5%of the simulated quantle values for a given frequencyare greater than.
"These precipitation frequency estimates are based on a partial duration series. ARI is the Average Recurrence Interval
Please refer to NOAA Atlas 14 Document for mere information. NOT E: Formattng prevents estimates near zero to appear as zero.
* Lower bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
AR I** 5 10 15 30 60 120 3 6 12 24 48 4 7 10 20 30 45 60
(years) min min min min min min I" hr hr hr hr day day. day day day day day
0.46 0.73 0.91 1.25 1.56 1.89 2.04 2.47 2.89 3.34 3.87 4.33 5.04 _. �.6 7 52 9.35 11.75 14.29
. 1 _.,.X 2TEa��
of 4
AUG 2 5 2011
iJ'
2/2/2011 3:39 Pl

EX 4,0!5MIL? OF ;A,iOvLT- e-1 A-f-46-A
C-VA=' 0'i C4FS
�76L4T�
Z��o SIDE
Av-(Aqw" x.24-o* 364100- 5f
C:rA
BV-_.C- EAl-K
-off USE Lllv= e
AUG 2 5 2011

---- AL# uw I Maur CTF TgFVN(NA_
5-rA 2+50
Au5 = (Z4o' x�ao'�..+ 0 0. 4�
5/D
24411000 Ff Z = S, 65 At,
��a�o)C«)�+-:=(�o�x�z)]o:R� + �z�;Zeo)Co•3� _ �.3s
CI+ECIL,'R.oh'D'• GoM'iaG.sN Fka.M NoR.�1•�f,�,'GuRNf.R:. ;...- .
Fk "T- .320' \Fi
C .=` (32o ('►�)Co;RS) i (3?-O)6z3X0 30)'' p'S2
�SsN�NRxO ,Zln Eio� r ... : 'C1:5
280 . .. ..
BAQ( EAR
—TVA /vlR'rE tAti: Rn/D ftNitGi :PER T-Ac-T E FoRL '.74cEDu2E
U56 CwrLLED W RQD.
FF
gepk -=(o,Z.4 lb D.4; F+�b.blb f�/F+l
fl2fcIEI � 0. 4 : ` I, sS 01,-
AUG 2 5 2011 Fyz
BY:

F�ksr 32n �- Rowe FP�r� h�D'IU ftilW CflenJER &A5-M s�aE
C (3Z�Xiz)(p,9� +(3zo)[38X0,3): _ o.¢�
F�L
i
CH���. SWAt,E+ .•poWaSiw�-M - U,i Eiu3r�N6�` : P,ui����ti3 :W« �c N l=�aw
1110k, ODD : SF
;Qp= ' �_�+ _ '(O 4'�)i�.��s,•`)lk�e��2 �3 �) " 1�:3 �F5
s=..34'p
W-ES? Slpe f ENTP Pi NAFD V&;L)5faCAM OF Coz55 N
Aw.wo f-JA�J i0�000 5F (0,z3Ac)
c r-A 0.23�c�-` �,.o,S M
s,
.- b/c /,ss

,A,2.6,4 5, zso.,'*i. 3:e ..'J3.-000'. Lb Ac)'
C7 6 0• 3), p 4-0, 5,
,:,eLy
DI
14, A`
.Z F,h-
rt
ol
/- 1, 5y 0)(-
"Cl
I AUG 9 2111 5 2011 5

S
NOW CNEGIL PEam�+nJF-ter VEGtT►�rirk� � 51.t7Ar65 Foiz- ZS-NERiZ 5T
WESTEV-rJ- : Er VAAJGE V4kD:. i5:%ti4 1F OT+ 51PCs
�._. $•�S,sN�F•1'Q.. � ��,,�.R1. 10 wtio 5Tasw^)
Q�, = G=A =
zs.
i
0 03D'
-
cs1Y2$(p
suj�g�ss..i�e�o.es Rc) = 3.4`
cF5
5 -
. oll 21
S�-A' Zi50 $,.CRySs,?.Ii�E, �/Jo2tH 'SL'p•E�.1..-
Z= �•4D salHe.' 25 ILIIVS W5-7,0M
QPzs C0 35���•405�?IkR.xSiLoSI'ia) = .. �4.(d GFS
GfFECK Ttn4D rNmJl, 'xJ 1 ¢awl �L°R?B4EPn1 GD�+J�Q L( JF�yrERJ .61pai
(F��sT 3zo . F)
blp2x3 (p.52�(S,.�S�I�AXD Zlo:� �•Z GFS
5= 1,�4, y 2 z Ft- ls ..or
71= 0. 030 o.K-
Fk2.ST 320 I }, Of-ydAD fo-om wgnte" Crj"6R. (E,ASTE" S)Df_�
Qpzs 0'3�.Ac�"
7a�:r_�.CM E
� = 0.050 d = F.k -off
M=3:1 AUG 25201

w
" 1\Ilia I MDur' cTF -T kAbo,
IS
GN U= 6WA(� DOWA)5rXSA/K of £tiySrta� ZWL�VW45
ro NEw . FRor}D.: ;.
QPzs
7)=.-0o3a : cL . D 8... .F+. —'oK
CN£cis , %'JAt4 WC5r 5 D"f of Eru7AANGE .12-64D POW
i
'Avnin�a A,. ' 6)tz5 .(D 52)C�4oxall+,?�0 Z3.✓}L� = (9•�j .CAS
• - lJPi2S-�Q-! /Si�ai.v Srek-gin
'iDT�`FLOiJ.=, t 2 4 'liS i 8-} 9 `i.= Z.3�`
9 0.o3o 0k.
3•I ..
GN-ECK 5W'1LE-, Sn)i MEArgN. ,BIr � .Pfr2ra,J�, ,AREi1' � �
o:(8'Ac� (�.�5 ars
3:/ J
StiD2n. 5W/1LE Sf_ iMf4,/T DN . JJUR '
TN£R.n�" 51pg- of 6r
Torvki . �' p25 05 t l2: 3 = 13 2' C.C�
'Ylc 0.O3a. d �•`d_` Fk- ot.
�'likr,V D15crf+iRG.6. Sr.,7Ai�.: :rn�To...,Po,.ip ,
14,E 3.1� 4 13.'Z'.
.,0,030 d= I•S F+ O1
!+V L
AUG 2 5 2011
ALL, 51n1ftC5 5A-n5 Fft o g .: fv-9, 2.�S rrka, S-mk wrrtf fetm.

MvWT 6t-r .49M ---_--
-" 1tP
At,
`QF51(riN ',tZ,l p 1� � , - OuT.C.ET ;:•. PIZOTEC'r1y,�
A•T M�Dv1Av` Orr F.01-KANCL 'ROAD. Fri +� AJ -TH.
10''..ReQ
� ✓ La. _ -.l a Ff
./tr IN19of'- .E i�GE'. 2,oAD FP- m' ,.NDrTH.
,, No s�Ec,,� ,�� p, :� '�aAr,��rro,� ��E�Ea ,��: � Fig :B•o�,
/,{SE Minis%.hum _ AIy►vlai✓ 7D �vSuk� Lanldj � �•,.�' �R T�71a
�i �E ��m R,u�DS .Sny1 o PaN�- `ENT1tAi�CE` SvJ✓}I.E . .
his
IR
AUG 2 5 2011

i AUG 2 5 2011

.
CNEGIC ; , f`.. S-�oF.n1iJ ' VE io J' o ID-rb
6ts.i OIJT ,UA\ 1.1 i'"PVA A .C�o,JsrRuc%r�o,1 .
ACCA a F -PVSI XL 12 "
AsrN :SroPAG�.' CAPAc�n1 = l,0(7(�., 1-t3."��4� ,
-rbT lzaaut¢,EpST61 = loop. F 3 (�0.3 Ac,.1
Fay .. Psn�D 5T'A6t %5-M?A c .3
7-0--n� ...VOLaAME. A46VC-.: PE-MANPNT FOOL: -- 122,�q 3 Ff3
4.57. Fi-,
.
:. '(ZE(lY,t�RE1A:tE�r'S5 SfkTlSrs�D
N^ rR ESERV E Scuff .ci}P ac„ = 122 �;t,3 -':. 181540=
:
,I..
C1+ECl�`;' RCj���rM. o� 'pivERSwa`-Su�A�.E ot� tioRrHF�W C�RaF�, of S�rE
Ac.
s€v;:RaF-h fa2i(o45F -::. l•44.:Rc:
QP_ CyA /►+���.�I�'= 5. CFS
c>
RP EA-"4, ►-q 0, 0?.o v F w c ir� _ , 2. 2 4/s a(= 0. y r4
6gA% -n 0•v3o. VEwc�i�
U5� A IWrmp L104E2: WHILE 5E.ED C 1"95 /A1 - G0.4kL45K I-W17
'7

AVOLIS ENGINEERING. P.A.
P.O. Box 15564 New Bern, North Carolina 28561 Office: 252.633.0068
September 13, 2011
Ms. Christine Nelson
Environmental Engineer
Division of Water Quality
NCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Additional Information, MOUT CTF Training Area, SW8 110611,
MCB Camp Lejeune, NC
Dear Ohristine:
Enclosed please find the additional information for the above -referenced project as
requested by your letter of September 8, 2011.
Enclosed please find a copy of a site plan dated 8/31/07 for the existing impervious area
portion of this project. The disturbed area for that project was approximately one-half
acre. Also enclosed is a copy of an older USGS map showing the road which runs along
in front of the site. That road is also shown on the soils map which you may already
have.
I checked page 5 of the calculations. For the main pond portion of the permanent pool
surface area at contour 21.5', the correct number is 15,249 vs. the 15,294 number
provided. I have attached two sealed copies of revised calculation page 5. The wet pond
supplement is still correct. The average depth calculation was unaffected. The percent
forebay volume is still 20.2. 1 also updated the table on plan sheet C3 and have enclosed
two copies.
17 I have enclosed of the latest level spreader/filler strip supplement form. I did not pick up
Co-�c any changes that affected our design. I noticed one of the error messages went away on
the new form.
We appreciate your assistance. Should you have any questions, please do not hesitate to
give me a call.
Email: [e-mail]
RECF ; ; D
SEP 1 iU11
RE
BY
IVE
SEP 1 4 20D
11
Y:EFax:252.633.6507
B

Q�
340
3847N
42'
330
F
34'37'31
UNITED STATES
DEPARTMENT OF THE INTERIOR -
GEOLOGICAL SURVEY
Mapped by the U. S. Coast and Geodetic Survey I SCALE 1:24000
Edited and published by the Geological Survey * 1 z 0 1 MILE
Control by NOS/NOAA (C) and USCE (E) MN 1000 0 1000 2000 3000 4000 5000 6000 7000 FEET
ON
Planimetry in part by photogrammetric methods from aerial photographs 1 .5 0 1 KILOMETER
taken 1949. Topography by planetable surveys 1950 and 1952 7- •
Field checked 1952 133 MILS -1 ,
Selected hydrographic data compiled from NOS surveys 1927
22 MILS \' p
- '
= L v I 1
This information is not intended for navigational purposes
- CONTOUR INTERVAL 5 FEET
''. projection. 10-meteeotgrid ticks based on North Carolina
- ----
---
NATIONAL GEODETIC VERTICAL DATUM OF 1929
DEPTH CURVES AND SOUNDINGS IN FEET —DATUM IS MEAN LOW WATER
coordinate
coordinate system. 1000-meter Universal Transverse Mercator
UTM GRID AND 1983 MAGNETIC NORTH
- ---- - THE RELATIONSHIP BETWEEN THE TWO DATUMS IS VARIABLE
grid ticks, zone 18, shown in blue. 1927 North American Datum
DECLINATION AT CENTER OF SHEET
SHORELINE SHOWN REPRESENTS THE APPROXIMATE LINE OF MEAN HIGH WATER
The difference between 1927 North American Datum and North American
Revisions shown in purple and woodland compiled by the
THE MEAN RANGE OF TIDE Is 2 FEET ALONG THE INTRACOASTAL WATERWAY
AND 3 FEET ALONG THE OCEAN
Datum of 1983 (NAD 83) for 7.5-minute intersections is given in USGS
Geological Survey in cooperation with State of North
Bulletin 1875. The NAD 83 is shown by dashed corner ticks
Carolina agencies from aerial photographs taken 1980
THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS
WITH
There may be private inholdings within the boundaries
and other sources. This information not field checked
FOR SALE U. S. GEOLOGICAL SURVEY
DENVER, R SAL dDO U. S. OR GEOLOGICAL
RESTO, SURVEYVIRGINIA 22092
of the National a State reservations shown on this map
Map edited 1983
A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST
N.C.
QUADRANGLE LOCATION
Map photoinspected 1988
No major culture or drainage changes observed
ROAD CLASSIFICATION
Heavy-duty._.__ aLANE,eLANE Light -duty.__
6 LANE 6 LANE
Medium -duty. �� Unimproved5t___=___
0 U. S. Route O State Route
HUBERT, M_C.
34077-F2-TF-024
PHOTOINSPECTED19%
1952
PHOTOREVISED 1983
DMA 5553 It NW-SERB V842

r
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
September 8, 2011
Commanding Officer c/o Carl Baker, Deputy Public Works Officer
US MCB Camp Lejeune
Bldg 1005 Michael Road
Camp Lejeune, NC 28547
Subject: Request for Additional Information
Stormwater Project No. SW8 110611
MOUT CTF Training Area
Onslow County
Dear Mr. Baker:
Dee Freeman
Secretary
The Wilmington Regional Office received an Express Stormwater Management Permit
Application for the MOUT CTF Training Area on August 25, 2011. A preliminary review
of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
1. Please provide supporting documentation to demonstrate that the existing
impervious areas were constructed prior to 1988 or that the development did not
trigger the need for a stormwater permit under the rules in effect at the time of
the construction.
2. Please double check the surface areas of the pond identified on the wet
detention pond supplement. These areas appear to be inconsistent with the sum
of these areas presented on page 5 of the calculations.
3. Please use the latest version of Chapter 8 in the BMP manual for level spreaders
and vegetated filter strips, which was revised 3/9/2010, to design the level
spreader and filter strip used for this project. Several of the design elements
changed with this latest revision.
4. The express additional information fee has been waived for this request for
additional information.
5. Please keep in mind that changing one number may change other numbers and
require the calculations, supplements, and other supporting documentation to be
updated. Verify all numbers are correct to ensure consistency in the application
documents.
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received in this Office prior to September
16, 2011, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX [phone] Customer Service: 1.877-623-6748
InterneCw .ncviaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
NOne
orthCarolina

Carl Baker
September 8, 2011
Stormwater Application No. SW8 110611
g '
If you need additional time to submit the information, please email or fax your request
for a time extension to the Division at the address and fax number at the bottom of this
letter. Please note that a second significant request for additional information may result
in the return of the project. If the project is returned, you will need to reschedule the
project through the Express coordinator for the next available review date, and resubmit
all of the required items, including the application fee.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as "Express" and reference the project
name and State assigned project number on all correspondence. If you have any
questions concerning this matter please feel free to call me at [phone] or email
me at [e-mail].
Sincerely,
Christine Nelson
Environmental Engineer
GDS/can: S:\WQS\StormWater\Permits & Projects\201 1 \1 10611 HD\2011 09 addinfo 110611
cc: Joseph Avolis, Avolis Engineering
Wilmington Regional Office
Page 2 of 2

Nelson, Christine
From:
Nelson, Christine
Sent:
Thursday, September 08, 2011 3:52 PM
To:
'Avolis Engineering, P.A.'; Towler CIV David W; 'Thomas Bradshaw
(Thomas. bradshaw@usmc. mil)'
Cc:
Russell, Janet
Subject:
C additional info for the MOUT training area (SW8 110611)
Attachments:
2011 09 addinfo 110611.pdf
Gentlemen,
I've attached the request for additional information for the MOUT CTF Training Area stormwater permit application
(SW8 110611)!' Copies will be sent in the mail.l
Let me know if you have any questions!
Christine
Christine Nelson
Environmental Engineer
NC DWQ - Stormwater Program
Wilmington Regional Office
910-796-7323
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.

Stormwater,Management Narrative
Expansion of MOUT CTF Training Area
MCB Camp Lejeune, NC
Onslow County
This project proposes a high density construction project which consists of a parking area
and two access roads to the new parking area. The project area currently exists as a
combination of open grassed and wooded areas. The project area (drainage area) is
defined to encompass one existing developed area which due to the sloping topography in
the area, drains into the site. A small head facility north of the site is part of an existing
low density permit. The runoff from this adjoining area is diverted by a grass swale
around this site. The existing impervious areas in the watershed include a building,
concrete slabs and a gravel paved area.
The project will have a wet detention pond for stormwater treatment along with a level
spreader, a vegetated filter strip and downstream available infiltration area consisting of
uplands and 404 wetlands. The pond is sized for 90% TSS removal and'will detain the
treatment volume associated with difference in the runoff volume for the pre- and post 1-
yr, 24-hr storm since this volume exceeds the 1.5 inch rainfall event runoff volume. The
resulting stormwater runoff that is completely detained in the stormwater detention pond
is that runoff associated with the 3.65 inch rainfall event. The project area is established
as a total of 14.1 acres in size. The project built -upon area is 31.53%. Approximately
10.3 acres of the site will be disturbed by this project in order to construct the
improvements and the stormwater detention pond.
The wet pond is sized using the average pond depth method and comes out to 4.0 feet.
The forebay is sized to be 20.2% of the pond volume excluding the one foot sediment
storage zone. The provided permanent pool surface area of 20,048 SF exceeds the
required 17,270 SF of permanent pool surface area. The detention pond will be used as a
temporary sedimentation trap during construction and will be cleaned of any accumulated
sediment after construction.
The soils on the site are classified as Baymeade by the Onslow County Soil Survey.
Baymeade is a fine sand and a fine sandy loam at the depths to be disturbed by this
pro; -ct. The elevation of the seasonal high water table at the boring location was
determined to be 21.5 feet by a soil scientist. The pond permanent pool elevation is set at
the seasonal high water table elevation.
The property is owned by Marine Corps Base Camp Lejeune and is Federal property.
There have been no previous permits issued for the work area.
There is no pre-1988 built -upon area existing on the site. The project area currently
exists as undeveloped woodlands, grassed area, a building and associated impervious
AUG 2 5 2011
BY:--..

Expansion of MOUT cTF Training Area
Stormwater Narrative
areas. These existing pervious areas are accounted for in the BMP design. A future
development allowance of 20,000 square feet is also built into the BMP design. The
BMP functions as designed with or without the future 20,000 SF of impervious area.
There will be no new utilities constructed by this project. There are no known historic
sites on the property. The project will be constructed with federal funds. There are not
any NCDENR non-compliance issues associated with the site.
The site drains to Bear Creek, a tributary of the New River. Bear Creek is classified as
SA;HQW, index #19-41-11.'There are not any Coastal wetlands on the site. Section 404
wetlands adjoin the site along the southern side adjacent to the upper reaches of Bear
Creek. The wetlands correspond with the relatively steep topography along Bear Creek.
This project, including the detention pond outfall, does not impact the wetlands. The
wetlands were delineated by Joseph C. Avolis, PE, President Avolis Engineering, PA.
This project requires post development runoff rate control which is accomplished by the
wet pond to pre -development conditions for the 1-year, 24-hour storm.
The filter strip, uplands and 404 wetlands cowngradient of the filter strip'will effectively
infiltrate the excess runoff associated with the 10-year storm.
The seasonal high water table elevation in the detention pond area at the soil boring
location is 21.5 feet compared to an existing ground elevation of 24.2 feet. Due to the
sloping topography iv the area of the detention pond and the vegetated filter strip, the
surface elevation at the downstream end of the filter strip is 20.0 feet (existing
undisturbed surface elevation).. Since the groundwater level normally exists as a subdued
replica of the surface topography, the groundwater level in the area of the vegetative filter
strip would be in the 17.0 foot elevation range which is a 3 foot separation from the
groundwater level. This groundwater separation encourages a more effective infiltration
rate.
AUG 2 5 2011

AVOLIS ENGINEERING. P.A.
P.O. Box 15564 - New Bern, North Carolina 28561 • Office: 252.633.0068
August 24, 2011
Ms. Christine Nelson
Environmental Engineer
NCJENR
127 Cardinal Drive Extension
Wilmington, NC
Re Stormwater Submittal, Expansion of MOUT/CTF Training Area, MCB Camp
Lejeune, NC
Dear Christine:
Enclosed please find our submittal for the above -referenced project incorporating your
comments made during the August 23, 2011 Express Review meeting. The changes to
the plans and calculations were as follows:
Corrected the contours on the detention pond.
Added calculations that show that the 25-year storm is effectively infiltrated in
the diversion swale on the northern corner of the property; therefore, no rip rap
apron or level spreaeder.
I appreciate your assistance with this project. Should you have any questions, please do
not hesitate to give me a call.
Sin ely,
o eph . Avolis, PE
P eside t
RECEIVED
AUG 2 5 2011
BY: � _KP�V eS
Email: avolisengineeringoembargmail.com - Fax:[phone]

FWA
A
�/'�
NCDENR
Fa OENRU OCN Y
Review,, iJ
North Carolina Department of Environment and anc 8 _ 23
Natural Resources G .
Request for Express Permit Review 1 B1
FILL-IN all the Information below and CHECK the Permft(s) you are
Coordinator along with a completed DETAILED narrative, site plan
of the project location. Please Include this form in the application t
• Asheville Region -Alison Davidson 828-296.4898,,alison.davldsonriinanail.net
• Fayetteville or Raleigh Region -David Lee 919-791.4203; davld.legancmaftnet
• Mooresville &-Patrkk Grogan 704-603M or patrick.amnardnemall net
• Washington Region -Lyn Hardison 252.948.9215 or lyn.hardisonOIncmall.net
• Wilmington Region -Janet Russell910-350.2004 or fanet.russell0ncmall.net
NOTE: Projed application received after 12 noon will be stamped in the following work day.
CaAnn:
review. FAX or Emall the completed form to Express
Permits of request
4"-t w-
Project Name: B(AA�OVT CTF TRAINING AREA County: ONSLOW
Applicant: COMMANDING OFFICER Company: MCB CAMP LEJEUNE
Address: 1005 MICHAEL ROAD City: CAMP LEJEUNE, State: K Zip: 2 7-_
Phone:211Q-451-7M, Fax:91U-4511-PN17, Email: [e-mail]
Physical Locatiori RANGE ROAD
Project Drains into BEAR CREEK waters — Water classification $A: HQW (for classification see-http:/fh2o.enr.state.nc.uslbims/reportslreoortsWB.html)
Project Located in WHITE OAK River Basin. Is project draining to class ORIN waters? N , within Y2 mile and draining to class SA waters Y. or within 1 mile
and draining to class HOW waters? Y
Engineer/Consultant: JOSEPH C. AVOLIS, P.E. Company: AVOLIS ENGINEERING, PA. a
Address: P.O. BOX 15564 City: NEW BERN State: yC Zip: 2856a_ ; `�%�,' ;i�jT�^i
Phone: 22-¢_OM 33-Fax: �-M-f&7Email:[e-mail] AUG 01 2011
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
Cl Scoping Meeting ONLY ❑ DWO, ❑ 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
❑ IntermidentiPerennial 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 Svales ❑ Off -site [SW _ (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ` ❑ High Denslly-Infiltratlon _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ElMOD:❑ 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 11 acres to be disturbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT Ifor both scooting 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 wl US ACOE: ❑ Yes ❑ No Permit
Received from US ACOE ❑ Yes ® No
♦rarrrrrrrrrrrrrrrrrrrrrrr♦r...arrwrrrrrrrrrrr..rrrrrr-For DENR use onlyrrrrrrrrrrrr♦rrrrrwrrrrrrwrrrrarrwrrrrrrrrrurrrr++rrrrr
Fee Split for muldple permits: (Chwka ) Total Fee Amount$
SUBMITTAL DATES
Fes
SUBMDTAL DATES
Fes
CAfAA
S
Verlence (❑ Mai; ❑ Min)
S
SW ( HD, LD, U Gen)
I
$
401:
S
LOS
I
$
I Stream Deter—
$
NCDENR EXPRESS March 2009

Stormwater Management Narrative
Expansion of MOUT CTF Training Area
MCB Camp Lejeune, NC
Onslow County
This project proposes a high density construction project which consists of a parking area
and two access roads to the new parking area. The project area currently exists as a
combination of open grassed and wooded areas. The project area is defined to
encompass existing areas which due to the sloping topography in the area, drain into the
site. These existing impervious include a portion of the existing road accessing the
project area, two buildings, concrete slabs and gravel paved areas.
The project will have a wet detention pond for stormwater treatment along with a level
spreader and a vegetated filter strip. The pond is sized for 90% TSS removal and will
detain the treatment volume associated with difference in the runoff volume for the pre -
and post 1-yr, 24-hr storm since this volume exceeds the 1.5 inch rainfall event runoff
volume. The project area is established as a total of 16.00 acres in size. The project
built -upon area is 28.76%. Approximately 10.3 acres of the site will be disturbed by this
project in order to construct the improvements and the stormwater detention pond.
The wet pond is sized using the average pond depth method and comes out to 4.0 feet.
The forebay is sized to be 20.2% of the pond volume excluding the one foot sediment
storage zone. The provided permanent pool surface area of 20,048 SF exceeds the
required 18,058 SF of permanent pool surface area. The detention pond will be used as a
temporary sedimentation trap during construction and will be cleaned of any accumulated
sediment after construction.
The soils on the site are classified as Baymeade by the Onslow County Soil Survey.
Baymeade is a fine sand and a fine sandy loam at the depths to be disturbed by this
project. The elevation of the seasonal high water table at the boring location was
determined to be 21.5 feet by a soil scientist. The pond permanent pool elevation is set at
the seasonal high water table elevation.
The property is owned by Marine Corps Base Camp Lejeune and is Federal property.
There have been no previous permits issued for the work area.
There is no pre-1988 built -upon area existing on the site. The project area currently
exists as undeveloped woodlands, grassed area and is the location of two buildings and
associated impervious areas. These existing pervious areas are accounted for in the
BMP design. A future development allowance of 20,000 square feet is also built into the
BMP design. The BMP functions as designed with or without the future 20,000 SF of
impervious area.
`, AUG p 1 2011

Expansion of MOUT CTF Training Area
Storm Narrative
There will be no new utilities constructed by this project. There are no known historic
sites on the property. The project will be constructed with federal funds. There are not
any NCDENR non-compliance issues associated with the site.
The site drains to Bear Creek, a tributary of the New River. Bear Creek is classified as
SA;MQW, index #19-41-11. There are not any Coastal wetlands on the site. Section 404
wetlands adjoin the site along the southern side adjacent to the upper reaches of Bear
Creek. The wetlands correspond with the relatively steep topography along Bear Creek.
This project, including the detention pond outfall, does not impact the wetlands. The
wetlands were delineated by Joseph C. Avolis, PE, President Avolis Engineering, PA.
This project requires post development runoff rate control which is accomplished by the
wet pond to pre -development conditions for the 1-year, 24-hour storm.
AUG 0 1 2011

---tea --- �------es�---
I
----------------
ar^\ 0 - ® j
.. `
:. .
`.
�'•
a
�.
ME
1
0
'-IMMI
r rrnr.
IfN,aO M
l�
r61Y a\ER\f0H
err Y..lRc\mu
O M.l R6.0u
Gr Y[Im.6R\f!K
.a Re.rK
riO R6YIIR\MK
v, rss! R cro
AUG 0 1 2011
BY:===�_
C-1

Nelson, Christine
From: Avolis Engineering, P.A.([e-mail]
Sent: Tuesday, August 16, 2011 9:48 AM
To: Nelson, Christine
Subject: Re: EUROMOUT Wet Pond, MCB Camp Lejeune
Christine:
Thank you for the clarification. See you next Tuesday.
Sincerely,
Joe
From: Nelson, Christine
Sent: Tuesday, August 16, 2011 9:42 AM
To: Avolis Engineering, P.A.
Subject: RE: EUROMOUT Wet Pond, MCB Camp Lejeune
Joe,
If the combination of both orifice flow and excess design flow can meet the design criteria for the level
spreader/vegetated filter strip (LS/VFS), then both requirements can be handled by one appropriately designed LS/VFS.
However, if the flow is in excess of the design criteria (refer to table 8-1 of the BMP), then multiple LS/VFS may be
needed.
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: Avolis Engineering, P.A.[mailto•avolisengineeringCobembargmail comj
Sent: Tuesday, August 16, 2011 9:30 AM
To: Nelson, Christine
Subject: Re: EUROMOUT Wet Pond, MCB Camp Lejeune
Christine:
The wet pond has an outlet device (riser) which discharges to a level spreader and vegetated filter strip. I am
demonstrating effective infiltration of the 10-year storm by the filter strip and the down gradient wooded area and the 404
wetlands. In other words, no new discharge to SA waters per the rules. So, will the wet pond need an off line bypass
separately or is continuous flow through the pond, its outlet structure and level spreader/filter strip all I need? All
discharge the way the outlet configuration is designed is treated by a secondary BMP and is also effectively infiltrated.
Sincerely,
Joe
From: Nelson, Christine
Sent: Tuesday, August 16, 2011 9:04 AM
To: Avolis Engineering, P.A.
Cc: Russell, Janet
Subject: RE: EUROMOUT Wet Pond, MCB Camp Lejeune

Joe,
If I remember correctly, this site may be within %: mi of & draining to SA waters. If this is true, this site must meet
Section 2(b)(1)c per Section 2(b)(2), which prohibits SW discharges. According to this section of the rule, the discharge
from wet ponds must be treated by a secondary BMP.
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: Avolis Engineering, P.A. [mailto•avolisengineering(a embaramail comj
Sent: Tuesday, August 16, 2011 8:53 AM
To: Nelson, Christine
Subject: EUROMOUT Wet Pond, MCB Camp Lejeune
Christine:
Getting things finalized for the above -referenced project for the next Tues Express meeting. During the earlier scoping
meeting, you mentioned that the wet pond may need to have a bypass. I would like to confirm this requirement before we
make any modifications to our design.
I went through the BMP Manual and the supplements and did not see mention of offline bypass for wet ponds. Our
design would likely require an additional level spreader to accomplish a bypass. Our wet pond is sized for 90% TSS and
holds the pre/post runoff difference.
Thanks for your help.
Sincerely,
Joe Avolis

Russell, Janet
From:
Russell, Janet
Sent:
Thursday, August 11, 2011 4:37 PM
To:
'Avolis Engineering, P.A.'
Cc:
Towler CIV David W; Bradshaw CIV Thomas C
Subject:
MOUT CTF Training Area Project- Express Meeting
Joe:
We have scheduled the Express Stormwater and Erosion Control submittal meeting for Tuesday, August 23 at 9:00 AM
here in the Wilmington Regional Office. The Camp Lejeune folks will be here at 10:00 AM for another stormwater
meeting, so they may want to join us at 9:00 for this meeting if we are able to confirm the time and date with
everyone's schedule.
Please respond to this email to confirm and reserve the date and time.
Thank you,
Janet
Janet M. Russell, NC DENR
Environmental Assistance
910 796-7302 please note new telephone number
Emails to and from this address are subject to the public records law and may be disclosed to a third party.

Russell, Janet
From: Avolis Engineering, P.A. [[e-mail]]
Sent: Friday, June 17, 2011 10:21 AM
To: Russell, Janet
Subject: Fw: Expansion of Mout CTF Training Area
Attachments: MOUT Wetland Delineation.pdf; MOUT photo Wetland Report.pdf; MOUT Final
Surveys_Signed. pdf
Good Morning!
Please see attached information for the above referenced project.
Have a great weekend!
From: martin.korenek(a)usmc.mil
Sent: Friday, June 17, 2011 10:14 AM
To: avolisengineering([e-mail]
Subject: RE: Expansion of Mout CTF Training Area
Joe, Here you are. There are two separate surveys that cover the MOUT Complex. One did recently expire, December 09.
This is for the area around the existing facility. The other is more recent and I think covers the important part of your
project, which appears to overlap both survey areas. Let me know if you need more info. MK
Martin Korenek
Wildlife Manager
Land & Wildlife Resources Section
Camp Lejeune, NC
desk 910-451-7235
mobile [phone]
From: Avolis Engineering, P.A.fmailto:[e-mail]]
Sent: Friday, June 17, 2011 9:56 AM
To: Korenek CIV Martin G
Subject: Fw: Expansion of Mout CTF Training Area
Marty,
Janet Russell is asking us for USACOE concurrence with the wetland line at the above -referenced project site. We
surveyed and have shown the existing delineation on the attached site development plans. The wetland line looks good
to me in the field. You may know if the USACOE has already looked at this line. If possible, could you provide assurance
to Janet that the USACOE has concurred with the Flagged line.
Should you have any questions, please do not hesitate to give me a call.
Thanks,
Joseph C. Avolis, PE
avolisengineering(o)embaromail. com
Avolis Engineering, PA
252.633.0068
From: Russell. Janet

p
Spec /'Ae�_._S�P,
--- -- New -- -- --
---
a-
--— S c \�5� -- -

-
- -- -
- - -- .�
� -
1
I
I
-
-
-
___ _ _.
-
_ _
i-
� -

�
'
i
� I
� it
�
I
I I �
I I I
� I
� �
�
�
I I �
� I �
I I , �
I
�
,
I
� �
,
I
�
I ' I I � I �
I i � i ,
I
� � i I
�
�
� i
I
� I
I , i
� �
I � �
� � i
I I
i
�
i
,
I
' 1
,
I -
1
�
� �
�
�. I �
�1
I
I
� � I
I �,
i I
I
I
I �
� i
I I
I i
i I
I
I I
i
I
I
i
I I �
I ' I
�
, i
I
I I
I ' '
I
i ; I
i
'
'
'i � .
i
1 1
I
� . I
� i
i i i
'
I j �
I
, � '
' �
.
i I �
� �
�� i
�
� i ;
I
I
i .
1 I
'� �.
1 i i ' 1 '
i � I � i I �
'
� I � i
I I I , �
i I � i
�
I I ;
� I
�
'. �
i �
I I � i
� '.
� �
i I
' � �
i i I
I
I � I
' I
I � I
I
�
I
I
I
i I I
�
�
i �
'
� ��
'
1
i
I
I
I� I I I � �
,
I � f
I I
i I
- �
� I
I i
i i I
� I I
I I
I ,
I
i
,
I
�. - I
I i 1 I
I
�
j I
� i
� I
i
I �
i I '
�
I
I I
'
�

Russell, Janet
From: Russell, Janet
Sent: Tuesday, June 14, 2011 8:47 AM
To: 'Avolis Engineering, P.A.'
Cc: 'Towler CIV David W'; 'Bradshaw CIV Thomas C'
Subject: Expansion of Mout CTF Training Area
Joe,
I am in receipt of the Express Request for the above -referenced project. We need to get the COE to look at
the wetland line in the field before we accept the submittal into the Express program. We don't have to have
the signed delineation, but we at least need to be sure they concur with the wetland line you have identified
before we proceed with the permitting.
Please let me know when you have a field appt. set with them.
Thanks,
Janet

For DENR Use ONLY Q
►J £� 4—+l
ATA 1 North Carolina Department of Environment and Rerb r
Natural Resources �""r �3 r� 5
NCDENR_ { Request for Express Permit Review r"• G '
Con":
FILL-IN all the Infomration below and CHECK the Permits you are requesting () y for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative. sm plan /PDF fuel and rlclnity no /same items expected In the application package
of the project loc811on. Please Includel this form in the application package.
4
• Asheville Region-A113on Devi ds 11828-298.4898;alison.davidsonQmcmail.net
• Fayetteville orRalelgh Region -David Lee 919-791.4203; devld.leelr'bncmall.net
• Mooresville & -Patrick Grogan 704.883.3772 or Patrick.groganJiltrrcmail.net
• Washington Reglon-Lyn Hardison 252-946-9215 or lvn.herdlsorancmail.net
• Wilmington Region -Janet Russel) 910-350.2004 orianetrusselOncmall.net
NOTE: Projed application received after 12 noon will be stamped in the following work day.
SW
SW
SW
SW
SW
1) C-0�
Project Name: MEMOMP MOUT CTF TRAINING AREA County: ONSLOW
Applicant: COMMANDING OFFICER Company: MCB CAMP LEJEUNE
Address: 1005 MICHAEL ROAD City: CAMP LEJEUNE State: K Zip: 2247-_
Phone:21gr57-=, Fax: 910-4_1,-2N27, Email: [e-mail]
Physical Location:F-3 RANGE ROAD
Project Drains into BEAR CREEK waters — Water classification $A: HOW (for classification see-http:/fh2o.enr.state.nc.usbms/reoortslreportsWB.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 Y or within 1 mile
and draining to Gass HQW waters? Y—
Engineer/Consultant: JOSEPH C. AVOLIS. P.E. Company: AVOLIS ENGINEERING, P.A. RECEIVED
Address: P.O. BOX 15564 City: NEW BERN State: _NC Zip: 26%0
Phone: 252. L33.006t1 Fax: 2L2-¢1-&7,Email: [e-mail] JUN 0 9 2011
/�S_ CTION ONE: REQUESTING A SCOPING MEETING ONLY
/ ( Coping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER: _ BY:
l 'SEEECIJJTION TWO: CHECK ONLY THE PROGRAM ISI YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ IntermittentlPerennial 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 #))
® High Density -Detention Pond 1 It Treatment Systems J ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retenfion _ # Treatment Systems ' ❑ High Density -SW Wetlands _ # Treatment Systems
El High Density -Other _ # Treatment Systems / ElMOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permlta)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
1❑ Land Quality ® Erosion and Sedimentation Control Plan with 11 acres to be disturbed.(CK H (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scorlina and express meetina request
Wetlands on Site ® Yes ❑ No Buffer Impacts: ® No ❑ YES: _acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property [I 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
•attar.*trap ar.....a.r.......... aa.........arraaa aaaarr-For DENR use only-aaa......ararwrr.rraaur.ar........aaarrraaaauaaar+aaaaaa
Fees lit for muldiple(Check* I ToblFeaAmount$
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Varlence (❑ Meg ❑ Min)
$
Ss ( HD, LD, Gen)
$
401:
S
LOS
$
I Stream Deter,_
$
NCDENR EXPRESS March 2009 ' `e4`-"\

Stormwater Management Narrative
Expansion of MOUT CTF Training Area
MCB Camp Lejeune, NC
Onslow County
This project proposes a high density construction project which consists of a parking area
and two access roads to the new parking area. The project area currently exists as a
combination of open grassed and wooded areas. The project area is defined to
encompass existing areas which due to the sloping topography in the area, drain into the
site. These existing impervious include a portion of the existing road accessing the
project area, two buildings, concrete slabs and gravel paved areas.
The project will have a wet detention pond for stormwater treatment along with a level
spreader and a vegetated filter strip. The pond is sized for 90% TSS removal and will
detain the treatment volume associated with difference in the runoff volume for the pre -
and post 1-yr, 24-hr storm since this volume exceeds the 1.5 inch rainfall event runoff
volume. The project area is established as a total of 16.00 acres in size. The project
built -upon area is 28.76%. Approximately 10.3 acres of the site will be disturbed by this
project in order to construct the improvements and the stormwater detention pond.
The wet pond is sized using the average pond depth method and comes out to 4.0 feet.
The forebay is sized to be 20.2% of the pond volume excluding the one foot sediment
storage zone. The provided permanent pool surface area of 20,048 SF exceeds the
required 18,058 SF of permanent pool surface area. The detention pond will be used as a
temporary sedimentation trap during construction and will be cleaned of any accumulated
sediment after construction.
The soils on the site are classified as Baymeade by the Onslow County Soil Survey.
Baymeade is a fine sand and a fine sandy loam at the depths to be disturbed by this
project. The elevation of the seasonal high water table at the boring location was
determined to be 21.5 feet by a soil scientist. The pond permanent pool elevation is set at
the seasonal high water table elevation.
The property is owned by Marine Corps Base Camp Lejeune and is Federal property.
There have been no previous permits issued for the work area.
There is no pre-1988 built -upon area existing on the site. The project area currently
exists as undeveloped woodlands, grassed area and is the location of two buildings and
associated impervious areas. These existing pervious areas are accounted for in the
BMP design. A future development allowance of 20,000 square eet is also built into the
BMP design. The BMP functions as designed with or without the future 20,000 SF of
impervious area.
..-/
JUN 0 9 2011

Expansion of MOUT CTF Training Area
Storm Narrative
There will be no new utilities constructed by this project. There are no known historic
sites on the property. The project will be constructed with federal funds. There are not
any NCDENR non-compliance issues associated with the site.
The site drains to Bear Creek, a tributary of the New River. Bear Creek is classified as
S� SA;HQW, index #19-41-11. There are not any Coastal wetlands on the site. Section 404
we`e HI adjoin the site along the southern side adjacent to the upper reaches of Bear
Creek. The wetlands correspond with the relatively steep topography along Bear Creek.
This project, including the detention pond outfall, does not impact the wetlands. The
wetlands were delineated by Joseph C. Avolis, PE, President Avolis Engineering, PA.
This project requires post development runoff rate control which is accomplished by the
wet pond to pre -development conditions for the 1-year, 24-hour storm.
T-2ECFIVIE]D
JUN 0 9 2011
l--

H
U:
....
m ,®
EIVED
JUN 0 9 2011
� i

mi
�� "� � � � �(� �, '✓ ``r . __ + s� � � �,_� ram''
�.L`�/
4
r.
" I
stairetts J
J
l t
F J F. IGy l\1t� .'�m 1! 4'i� �r�M T_T T T AC�1$%% ` li R >R.
a'
\ nl <��,Y•�o

44,
-t4�4,v t,
_A0 -M.

w`
Zb
J♦_
U�F
Q
M�

Report ofSHKIT-EsUmad,on
MO I UT , Pa rking Aria
r-aMp Lejmirw, dnelow County,North CarOlIns
ECSPro jectNo. 22188011
Closure
. .1 �i
1
The activities and evaluative approaches , used in this assessment are consistent with those
no I rrnally 6moloyed im ass'essments of this, type. Our testing of site conditions has been based'on
o . ur . un , derstsndingbl thp` project information and the. data obtained during our field activities..
IECSI: appreciates the 60porturiftyAbiprovide our services toyouon this project, -Ifyou have any
questions,conceming this report,dr this-prqjqc� pease co
J " "'. ­ please - - , .. n tacl,,'usat (910) 686-,9114.
.1 ...
R96,PcIfflu'lly,
'IECS;PAROILINASI LLP
K brooks Wall
,1I
Project Manager
A . n
ttac.h.ments: BoringLocationPI&i
SHWT sheet
. �sj. Stamm
Principal
RFCEYVZ
T
AUG 2 5 2011
BY:

7llZ
y
74
..........
B-1
. . ...
. . . . .
. . . . .
. . . . . .
APPROXIMATE BO-RING, LOCATION"
IF4gure 1"-,Boring Locidion Plan
Provided! by:Avolls Engineering,
PA
8
AUG 2 5 2011

Season High ,Water Table Estimation
MOUT Pa.rKjng,,Arep
Camp. Leieun%. Onslow Co:, North Carolina
ECS Project N6:22-i 16801
May 20" 2O''i'l
Location. DApLh, Soil Description
0-100 Tan siltyiSAND'
10" 1
, I —wn Tan/gray/qrqnge mottled CLAY`
'Seasona[Iigh Watee,71ble. was estimated to beat r32'ihches.,belbw the
existin grade elevation.
1; .9
Ground.olevation,was determined to b6,,24.25'; SHWT, elevation was
-'I
deteernine.d. to be 21 j: 51 .., El.eva - tions were, provided 16y�Avolis- Engineering.
AUG 2 5 2011

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200400376 County: Onslow U.S.G.S. Quad: Hubert
NOTIFICATION Or JURISDICTIONAL DETERMINATION
Property Owner/Agent: Commanding General
Address: EMD/ECON, attn: M. Korenek
Marine Corp Base, PSC 20004
Camp Leieune, North Carolina 28542-0004
Telephone No.: 910451-7235
Property description
Size (acres) appx. 100 Nearest'rown Camp Leieune
Nearest Waterway Bear Creek River Basin Atlantic Intracoastal Waterway
USGS HUC 03030001 Coordinates N 34.6688 W 77.2475
Location description The project area, known as the M.O.U.T. site, is located alone the north side of Lyman Road,
west of the intersection with NC Highwav 172, in wetlands and unnamed tributaries to Bear Creek, in Camp Lcieune,
Onslow County, North Carolina.
Indicate Which of the Following Apply:
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X 'There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the dale of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered Final, any delineation must be verified by the Corps.
The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on 12/6/2004. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years fi om the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC, at [phone] to determine
their requirements.
Page 1 of 2

Action ID: o?dVgd 037"
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Jennifer S. Frye at 910-2514923.
Basis For Determination: This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation Manual
and is adjacent to Bear Creek, a tributary to the Atlantic Intracoastal Waterway (AICWW). This site also contains
waterbodies that exhibit an Ordinary Hieh Water Mark as indicated by chances in soil characteristics and the absence
of terrestrial vegetation and are tributaries to Bear Creek and the AICWW.
Remarks: copies furnished:
Steve Harriott, Versar, Inc., 9200 Ransey Road, Columbia, MD 21045
Richard C. Marshall, Jr. 355 Warner Winn Road, Kittrell, NC 27544
Phil Pavonk, USACE, Wilmineton District
Corps Regulatory Official: Q...n .P G( _
Date 12/06/2004
Expiration Date 12/06/2009
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
Page 2 of 2

,
50PMJ'J0"W-
J 7JSP'
/.� 5)5L
1`67.16yc� lr
55,402a0"E
I '12 40
fir
'-NT :V'SaT
Weflan ('SJ6oZ60'03"E
PO Ji'
��xb
C
' SBOJ'
' Y:etlanE
A15-5'
_
�NJr 5 2' E 3.9iAfi7E5 Can
V
VI I d
'
j
Note: Where the 'Ne Nand 9aundcry Liinc is
me ed from um n can me doondary err rs
Leaped Lom In(o.m as
sactuall oo Camp
Lejeune GIS, and was not actually sure,ed.
f
�NS aI s
5 1' \
al
V 51a
25'JS"w
IJS' 11
N22'55'S.6"1 u$ \
55.aP
N4P'2J'JS"'W \
6J. IJ'
NJa'<252"W
1723' \
e M
AF�srM�p Lm lwnJ
q'M �
4T
p"�
r
eoe',•i ...
`�
n
Ll
C naas^t'
.,,1/-/04
u°U=
„.
s

server ramw
_'_'
��
„ M
mis mo as
y9 a cwliLea zuneY Dut �c of <em Wlmc
re I el 9or rain t cg
"V-~-
.Me.vsrir
w, ew
etch
ar, pd I Dare
.uN r appls aeKlmNMUT
_ �
esal"'
;pals iFd
men.iore eo.e t t Ine maaprm lw
not meet
r«wee
~
asr
new esow. `.°
Nwr
en Rso
,ani or wr
General Notes
I. All distances shown a e ground heirizmlol.
2. this survey d, tied to grid and the Datum is NAD 83.
3. All bearings, distances, and and areas are computed
by coordinate geometry.
4. This survey is ^reached without me benefit of o
a
This Report d by not indicate on encumbrances
on the property
5. this su y subject to all easements, agreemenle
and rights or way of record prior to the date of the survey
6. This survey is of the wetland boundaries of the B.dew Border
Area of marine
eCorps
.coi, OndCounty NC.
asdenbted bverewInofColumbaMNantl
7. This is a Class A GIs survey
8. The sphvey w s performed using a Trimble Beacon CPS
receiver, P/N 2964-II, having sub -meter accuracy The
static tests pe,formed on Mu receiver ever knewn p.Into
during this survey showed a constant accuracy or better than
1.0 meters.
9. This certifies that this copy or this Olet accurately ae iets
the boundary or the ronsigetion of Section 404 of the Coon
.be,
Aof as demrmered by the undersigned n this data, unless
there is a Ghanaa in the law or our published regpmuons, thisdetermmaeon of section 404 prediction may b. .lira .pod far o
pYeriod nal to creep at yyee s from this dale. rniz determination
Mmade Matra, me 19137oCar,. of Engineers Wen ands oel,neonon
anual.
10Where the Wetland Boundary Leine is the Pro ort Limits Line,
[the bbbouunnddary line Is ple;taftlrm, information sappned by Camp Lejeane CS,
andRic' hard C fl Lan pu✓
Professional land rn}or L-2866
Corps 01 Engineers Approved
Name:
Tit
Date _!r- Pfted-L, WY
d&</oo3i4
Weuand Consultant sarmrng Consultant
Stew fir orri0l t Richard Marshall, PLs
veneer, Inc. 355 Warner Winn Rood
9200 Runde, Road KiarNl, NC 27544
Cold,bio, led 252-436-0166
.TO-740-6099
Sheet Index
Site
nee e3
RECEIVED
_ NOV 2 3 2004
REGULATORY
i WILM FI.D. aFC
x
Bear Creek
J
vanity uop0
scde: I 10 00'
GRAPHIC SCALE 1'•1000'
.0 1000 2000 3000
Marine Corps Base Camp Lejeune
d>>'� >• ,z Wetlands Survey
a;a sE
Mount Site Area — Onslow County,
r �' Survey Date 10/27/04 Stole: 1'-100000.0'
Map Index Sheet
'n°,�Mn,°' Richard C. Marshall, Jr. Professional Land Surveyor, L-2866
v,r 11p/04 355 Warner Winn Road, Kittrell, NC 27544, TeL [phone]
Sheet I of 6

moo
° 561'06'OH"E v� y 49.82'
is ww. �SJI'J4'03"E vFH 4n'S'
rr p1" 10874'
niP.a udy �N45 �'S/L 'Y
i� n°yr�°r°r w 54 IE'
0
WellandiJ$-i nz
L56ACRE' °P3'01'7E oZ
Il4, J)'
is
N48-50'4B'E - Wetland / Control Corner m
14021 1y C,15 N N 336441.35 S p
� bfi 56 E2526254.69
E tip > 5 NAD 83 c
t h
p0 i2
U�
Note"fie, Ine Netlano Bcunoery Lime is e
the Procct limits Line, the oountlory line is S?'
-N41'4752"N' plolten Iran infe're Von
supJlieO by C."
28.49' Lejeu a G15. ono wos not c .uolly su i,l,ld ¢�
n
m
s S
16l4 ,9'E e"
N501639 E_ J 4'
S14'15'7. T
Control Ccrner J4.62NPO bJ c
N 335971.24 SDD'21'51"w
E 2525154,91 J1.69'
NAD 83 173.34'I N - ��V�V✓—� / u-'a
95 34 ° �$
Wetlantl MS-2
0.09ACRE5 C�.,,,,r ao
Lyman aoce
Uoo
-
aio°

NI7'41'34E�
15848
i
530'35'28'E
_ 99. 96' ias m • 5h1 6hy V` y��
n�s eu tl~ b,tn'y 59� CN
ai
xp+�' nun ® Hahyh 505-33'47'W iw�er:r ei 99 10'
1R0 83 `541'09'42"W 'gym
NJO'aS31"W- `88.60'
J2.11'
SJ 96,9z4"W 510'25'IJ'E
96.9J]LPY ov
u
Control Corner `NB 4 4x
N 52N5.J9 4,14'
,14' is
E 2524J6.20
NaD 9J o¢'
s Ce
2 -
�°o. E
Mh r^ v�
�m 5;
y-
°y
Na
n
h� P�
d r0p
hhere Ine wetland Baomm, t '
In= Proe[I Om la Line Me 00 d y lim,b ) Ne!I.nd IA y
p1o¢ed from nlormatpn s'jph d by Camp n. b'' NJ9a1 'E', i� / .57ALREi
L,?., e G5, and xas nat Nally auroeKd. q ry . ]9.5J a°u
$ �z
0
`0h� " v �
6 Welland "5uSn
E u
s`H,CnRC�.�1.. - o—
z z u
o°

ro/�/11 ••4
aHSevry �, n
i N3i a' c
^{6x Z02vp HSo`
06'K
m,Sf,Sf.OLS
fL
I Ls
9Z
M,IO, U. 195 1
re � V uRa,
e C a 3.5f, tC;6S
Lf 901 ( fib'tb
o `3. 66,96.5LN
3 Z! 6GLL5
Z6ZL
�' salald�
M„peDC6 is
r Z9
3.00CS.ZIS
,LZ as
2
m�ol,u.!O5�
Nei
ZL
M„Sb, If. S[5
^I'
� 4�f
A,g.'(f.Zi51
"
L8 OVN
b>C9L>ZSZ3
N
/ �/o
;I'90Z5CC
woJ IonwJ
�
o
oy �u I I o so9 au�aml
m
-W
°41
�../�.
1, .1 IJa,'o;d
ld
z S, au/l F;OO.noB OuollaN �41
uv e
wn
MZI
..a sv .
a.
---------------------

------------
his xW.s.,
� [W
M nTm�o .
,votesMem the wetland 3—rds, LIIne is
the
lfedjecm Limits
Line.
the LeJntlary Imes IS
po supplied by Comp
Lejeune G15, oad woe no. acluolly surveyed.
:c
IIJv
mno 6J
Y/0 f!oni k5-4
20.24'Acre^,
We Hand
la
1, /
f
/
3W 62 141.62',
ll
S59'12 W S89'11031 -
!4
1
/ 0 5fl5 v3 5-1E954'2 )'w 99'19S4.W '✓sJ �:.
b
j';. ;',C' antrpl Gpcncr
S512202"w !I JJB569.09 N96'a I'A"W
I)2.Ofl' c "IMA1]fi 117..27
546'IJ'44"'N
197A/' o11 a/i/U