SW8110702_HISTORICAL FILE_20141028

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 00 -102
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
© HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 2c)\y \U28
YYYYMMDD

#D&
North Carolina Department of Environment and Natural Resources
John E. Skvada, III
Pat McCrory Secretary
Governor
October 28, 2014
Neal Paul, Designated Governmental Official
USMCB Camp Lejeune
1005 Michael Road
Camp Lejeune, NC 28542
Subject: Stormwater Management Permit No. SW8110702
Gonzalez Boulevard Extension
High Density Commercial infiltration Basin Project
Onslow County
Dear Mr. Neal:
The Wilmington Regional Office received a complete State Stormwater Management Permit Application
for Gonzalez Boulevard Extension on October 21, 2014. Staff review of the plans and specifications
has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in
Session Law 2008-211 and Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 110702
dated October 28, 2014, 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 August 2, 2021, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the conditions listed in
this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions,
certification of the BMP's, procedures for changing ownership, transferring the permit, and renewing the
permit. Failure to establish an adequate system for operation and maintenance of the stormwater
management system, to record deed restrictions, to certify the BMP's, to transfer the permit, or to .
renew the permit, 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 adludicatory hearing by filing a written petition with the Office of Administrative Hearings ,
(OAH). The written petition must conform to Chapter 150E of the North Carolina General Statutes, and
must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing
process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or
visit their website at www.NCOAH.com. Unless such demands are made this permit shall be final and
binding.
If you have any questions, or need additional information concerning this matter, please contact Chris
Baker in the Wilmington Regional Office at [phone].
Sincerely,
avis, P.E., Direcor
Division of Energy, Mineral and Land Resources
GDS/csb: G:\WQ\Shared\Stonnwater\Permits&Projects\2014\110702 HD\201410 permit 110702
cc: Galen Jamison, P. E., Catlin Engineers and Scientist
Wilmington Regional Office Stormwater File
i Division of Energy,Mineral,and Land Resources
Land Quality Section—Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington, North Carolina 26405•(910)796-72151 Fax:[phone]

State Stormwater Management Systems
Permit No. SW8 110702
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
USMCB Camp Lejeune
Gonzalez Boulevard Extension
Gonzalez Boulevard, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of two (2) infiltration basin in compliance with
the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter the
"stormwater rules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division
and considered a part of this permit.
This permit shall be effective from the date of issuance until August 2, 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 permit covers the construction of a total of 1,567,364 square feet of built-
upon area.
3. This stormwater system is overall low density with two pockets of high density.
The permit covers a total of 1,567,364 square feet of BUA of which 1,512,152
square feet is the untreated low density area, 12,913 square feet is treated in
infiltration basin #1, and 42,229 square feet is treated in basin #2.
4. The overall tract built-upon area percentage for the project must be maintained at
no more than 24%, as required by the stormwater rules.
5. The excess design storm overflow from the infiltration basin must be directed into
a 30' vegetated filter strip and level spreader, designed per Section .1008 (f) of
the stormwater rules.
6. The tract will be limited to the amount of built-upon area indicated in Section 1.8
of this permit, and as shown on the approved plans.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 110702
7. The runoff from all built-upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
8. The following design criteria have been permitted for the infiltration basin and
must be provided and maintained at design condition:
Infiltration Basin #1 Infiltration Basin #2
Drainage Area "B" Drainage Area "C"
a. Drainage Area, acres: 1.0 2.1
Onsite, ftz: 43,639 91,722
Offsite, ft2 N/A N/A
b. Total Impervious Surfaces, ft2: 12,913 42,299
Onsite, ft2: 12,913 42,299
Offsite, ft2 N/A N/A
C. Design Storm, inches: 1.5 1.5
d. Basin Depth, feet: 3 2
e. Bottom Elevation, FMSL: 7 11
f. Bottom Surface Area, ft`: 900 4,550
g. Bypass Weir Elevation, FMLS: 10 13
h. Permitted Storage Volume, ft': 4,806 10,864
i Type of Soil: Baymeade Marvyn
j. Expected Infiltration rate: 2.06 5.37
k. Seasonal High Water Table, FMSL: 5 8.5
I. Time to Draw Down, hours 31 5.3
m. Receiving Stream/River Basin: Cogdels Creek/White Oak
n. Stream Index Number: 19-23
o. Classification of Water Body: SQNSW
II. SCHEDULE OF COMPLIANCE
1. 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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately. If the stormwater system is 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.
3. The permittee shall follow the approved Operation and Maintenance Agreement
in its entirety, and shall provide and perform the listed operation and
maintenance procedures at the specified intervals to assure the permitted
stormwater system functions at optimum efficiency.
4. Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The facilities shall be constructed in accordance with the conditions of this
permit, the approved plans and specifications, and other supporting data.
6. All stormwater collection and treatment systems must be located in public rights-
of-way, common areas or easements. The final plats for the project will be
recorded showing all such required rights-of-way, common areas and
easements, in accordance with the approved plans. Access to the stormwater
facilities shall be maintained via appropriate easements at all times
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 110702
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. 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.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any designated future BUA on the application.
9. 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
1. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation
as listed on the form, to the Division at least 60 days prior to any one or more of
the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Approved plans, calculations, supplement forms, operation and maintenance
agreements and specifications for this project are incorporated by reference and
are enforceable parts of the permit. A copy of the approved plans and
specifications shall be maintained on file by the Permittee at all times.
4. Any individual or entity found to be in noncompliance with the terms and
conditions of this permit or with the stormwater rules, is subject to enforcement
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 110702
action by the Division, in accordance with NCGS 143, Article 21.
5. 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.
6. 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.
7. 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.
8. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater
controls must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et. al.
11. The permittee shall submit a permit renewal application 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 28th day of October, 2014.
NQffTH CAROLINA PkIROIN MENTAL MANAGEMENT COMMISSION
racy Vavis, P.E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 110702
Gonzalez Boulevard Extension
Stormwater Permit No. SW8 110702
Onslow County
Designer's Certification
I, as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 110702
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 bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DEMLR Wilmington Regional Office
Page 7 of 7

- - - DEMLR USE ONLY ,
Date Received Fee Paid /2Gfff/ S .S Permit Number
eq
Applicable Rules: ❑Coastal SW-1995 ❑ Coasfal SW-2008 ❑ Ph II-Post Construction
(select all that apply) ❑ Non-Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form 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.):
Gonzalez Boulevard Extension (Cogedels Creek Pump Station#2)
2. Location of Project(street address):
Gonzalez Blvd
City:Camp Lejeune County:Onslow Zip:28547
3. Directions to project(from nearest major intersection):
From US17 and NC24 (Main Entrance to Camp Lejeune) take NC24 East to Holcomb Blvd turn right onto
Holcomb Blvd. travel approximately 3.3 miles to Sneads Ferry Road turn left on Sneads Ferry Road travel
approximately 1.3 miles and turn right on Gonzalez Blvd Extension Travel 3/4 miles and site is on the rig_h
just before the bridge over Cogdels Creek.
4. Latitude:34°39' 31" N Longitude:77°19' 34" W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tRenetnals with modifications also requires SWU-102-Renezoal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8110702 , its issue date(if known)8-2-11 ,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
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4.a.Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 2 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
lICp ;l!- lj\V/G�R
b.If any of these permits have already been acquired please provide the Project Name, roject/'PermifNumber,
issue date and the type of each permit: %.4APT n a n 41.
77
BY:
Form SWU-101 Version Oct. 31,2013 Page I of

5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes,see S.L. 2012-200, Part VI:htti2://portal.ncdenr.org/web/Ii/rules-and-regulations
III. CONTACT INFORMATION
1.a.Print Applicant/ Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual,etc.who owns the project):
Applicant/Organization:MarineCorps Base,Camp Leieune
Signing Official &Title:Neat_Paul, Designated Government Offical
b.Contact information for person listed in item la above:
Street Address:1005 Michael Road
City:Camp Lejeune State:NC Zip:28542
Mailing Address (if applicable):
City: State: Zip:
Phone: (910 ) 451-3034 Fax: (910 ) 451-3300
Email:[e-mail]
c.Please check the appropriate box.The applicant listed above is:
®The property owner(Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information,item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer*(Complete Contact Information, item 2a and 2b below.)
2.a.Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official&Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address(if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3.a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official&Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: "Lip:
Phone: ( ) Fax:
_iall �/ LC
Email:
OCT 2 12014
4. Local jurisdiction for building permits:
Point of Contact: Phone#: ( ) y
Form SWU-101 Version Oct. 31, 2013 Page 2 of

IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the storm water runoff will be treated.
Combination of grass swales and the existing infiltration basin will treat any stormwater 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:49.31 acres 5. Total Coastal Wetlands Area: N/A 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+:149.31 acres
Total project area shall be calculated to exclude the following the nornwl pool of impounded structures, the area
between the batiks of streams and rivers, the area below the Normal High Water(NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward frmu the NHW(or MHM line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non-coastal wetlands landward of the NHW(or MHW)line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area)X 100 =23.5
9. How many drainage areas does the project have?3 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density 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 A Drainage Area B Drainage Area C Drainage Area
Receiving Stream Name Cogdels Creek Cogdels Creek Cogdels Creek
Stream Class * SC-NSW SC-NSW SC-NSW
Stream Index Number* 19-23 19-23 19-23
Total Drainage Area(so 6424632 43639 91722
On-site Drainage Area(sf) 6424632 43639 91722
Off-site Drainage Area(sf)
Pro osed Impervious Area*' (sf) 1512152 12913 42299
Im ervious Area*` total 23.5 29 46.1
Impervious-Surface Area Drainage Area A Drainage Area B Draina e Area C Draina e Area_
On-site Buildings/Lots (so 9000 1095
On-site Streets (so 462670 3913 3630
On-site Parking (so
On-site Sidewalks (so 20596 126
Other on-site (so 6351 (area"C") 1500
Future(so 874100
Off-site (so
Existing BUA*** (so 148435 35948
Total (so: 1512152 12913 42299 \
Stream Class and Index Number can be determined at: littp://portal.nedenr.org/web/valos/esu/cl A% ations
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, p irking area,
sidewalks, gravel areas, etc. 1
a�•
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BLIA.
11. How was the off-site impervious area listed above determined? Provide documentation.
Proieets in Union Countv: Contact DEMLR Central ice staffto check ifthe project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per I5A NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance(O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
hqp://portal.ncdenr.org/web/wq/ws/su/statesw/forms does: The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map athttp://portal.ncdenr.org/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.ncdenr.org/web/wq/ws/su/statesw/forms dots.
als
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions &Protective Covenants LAIC-
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed,signed and dated) and O&M A
agreement(s) for each BMP.
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
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed,signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed,signed,&dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h.' Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters,and any coastal wetlands landward of the MHW or NHW lines. q=F-e G!r
�OV P .
• Delineate the vegetated buffer landward from the normal pool elevation of impounded-'k— —
structures, the banks of streams or rivers, and the MHW (or NHW)of tidal waters. OCT 2 12014
i. Dimensioned property/project boundary with bearings &distances. 7
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours,spot elevations, finished floor elevations. BY.'-
1. Details of roads,drainage features,collection systems, and stormwater control measures.
m. Wetlands delineated,or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
Form S WU-101 Version Oct. 31, 2013 Page 4 of 6

n. Existing drainage(including off-site),drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans,not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations(Please identify
elevations in addition to depths)as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"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 DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No: in(�
11. For corporations and limited liability corporations(LLC): Provide documentation from the NC N
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 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
h!!p://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary,a table listing each lot number, lot size,and the allowable built-upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://12ortal.ncdenr.org/web/Ir/state-stormwater-
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 DEMLR,and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer:Galen Jamison,PE
Consulting Firm: Catlin Engineers and Scientists
Mailing Address:220 Old Dairy Road
City:Wilmington State:NC Zip:28425
Phone: (910 1 452-5861 Fax: (910 ) 452-7563
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Cot tact Information, item 2 has been filled out, complete this
section)
1, (print or hype none 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 la) with (print or hjpe none 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.
OCT 2 12014
Form SWU-101 Version Oct. 31,2013 Pa,-e 5 of 6 BY.

As the legal property owner I acknowledge,understand, and agree by my signature below, that if my designated
agent(entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR 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$25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
I, a Notary Public for the State of County of
do hereby certify that personally appeared
before me this_day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or hjpe name of person listed in Contact Information, item la)Neal Paid
certify that the information included on this permit application form is, to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants 11 be recor and at the proposed project complies with the requirements of the
applicable storm wate ule s under 15 CA H .1000 and any other applicable state stormwater requirements.
Signature: ryy� Date:
I, a o Ptblic or th State of County of
do he(rebby ccertify that �/""� ��U� personally appeared
before me this V day of V l l_I, I I I q and ac no led the due execution of the application for
a stormwater permit. Witness my hand and official s 1,
SEAL
KELLEY ur4oECOEVERING
NOTARY PUBLIC
pN$LOW COUNTY
g7p?e (iF- N! PTI CAROLINA My commission expires
OCT 2 12014
BY:
Form S WU-101 Version Oct. 31,2013 Page 6 of 6

MEMORY TRANSMISSION REPORT
TIME :10-29-2014 16:07
FAX NO.1
NAME
FILE NO. -640
DATE 10.29 16:03
TO n 919104513300
DOCUMENT PAGES 8
START TIME 29 1 . 4
END TIME 10.29 16: 7
PAGES SENT 8
STATUS OK
—SUCCESSFUL TX NOTICE'
State of NorO Cntolfuw
- Dnpnrtmant oe Snv�romm�nt and Nalurw�Rbvurcee
WOmfvaton RnQInvW OMcn
Pw�M Crnry. Gvvnrnnr FAX COVHR9�S69' JPM1n 6SAvarly!!I 6narntnry
Date: �f�/Z��/� No.Pngaa(mcol.cnvvr):
Fax: �/� y-S� —•.3-�G�C> Fwx: SR1Q)3[0-�004
Rn: /yo� a is GF'�- .�C / ���e- fir-,✓ - � o ___�
2'l CaN InN D'1vn 6�[tao�lm.Wllmingnn NC 2B�03�(910)'196-T2�5�M E9�v ODP^gym� Y ALL�maelw AaNnn BuPbys

r
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET John E Skvarla III, Secretary
Date: lD�� �� No. Pages(excl.cover):
To: /v Cam" G `� /G From: Jo Casmer
Co:
Phone: [phone]
Fax: 9�0_ 7 �`� Fax: [phone]
Re: CEO// Z/� GEs ��uC7� -X ��.✓� d
`�'2
127 Cardinal Drive Extension,Wilmington,NC 28405 a(910)796-7215•An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET John E Skvarla III, Secretary
Date: � i�9�i� No.Pages(excl.cover):
To: y���f//� iSD'J From: JoCasmer
Co: r/6�� /� � Phone: [phone]
Fax: _ Fax: [phone]
Re: �o�z�L� z BLv�
J P '2
127 Cardinal Drive Extension,Wilmington,NC 28405•[phone]•An Equal Opportunity Affirmative Action Employer

For DENR Use ONLY
Review. aQ
A�
A North Carolina Department of Environment and Submit 10
I' Natural Resources a
NCDENR Request for Express Permit Review me
Confirm.
FILL-IN all the information below and CHECK the Permits)you are requesting for express review. Call and Email the completed fomt to the
Permit Coordinator along with a completed DETAILED narrative,site plan(PDF rile)and vicinity map(same items expected in the application
ap ckaQ of the project location.Please include this form in the application package.
Asheville Re ion-Alison Davidson 828-296-4698,alison.davidsonencdenr. ov ProvidedEhistiroiectng its
• 9 9 related to this Proiecf
• Fayetteville or Raleigh Region-David Lee 919-7914203;david leeencdenrgov
• Mooresville&Winston Salem Region-Patrick Grogan 704-235-2107 or palrick.grogancDncdenrgov SW—
Washington Region-Lyn Hardison 252-948-3842 or lyn.hardisoncDncdenr go v SW—
SW
• Wilmington Region-Cameron Weaver910-796-7303orcameron.weaverCmncdenr.gov NPDES
NOTE.Project application received after 72 noon will be stamped in the following work day. NPDES
WD_
Project Name: GONZALEZ BOULEVARD EXTENSION County:ONSLOW wo—
Applicant:NEAL PAUL Company:USMCB CMAP LEJEUNE E&S_
Address: 1005 MICHAEL ROAD, BLDG 1005 City:CAMP LEJEUNE,State:NC Zip:28542-_ E&S
Phone:[phone],Fax:[phone], Email:[e-mail] Other_
Physical Location:GONZALEZ BOULEVARD EXTENSION ADJACENT EASTERN ABUTMENT OF COGDELS
CREEK BRIDGE
Project Drains into COGDELS CREEK waters-Water classification SC; NSW(for classification see-
http:i/podal.ncdenr.org/web/wq/ps/csu/classifications)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters?N,within Yz mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters?N
Engineer/Consultant:GALEN JAMISON Company:CATLIN ENGINEERS AND SCIENTISTS
Address: 220 OLD DAIRY ROAD City:WILMINGTON,State:NC Zip:28405
Phone:[phone],Fax:[phone],Email:[e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT,IF AVAILABLE
$2,000,000 #_JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑Scoping Meeting ONLY ®DWQ, ❑DCM,❑ DLR, ❑OTHER:—
SECTION TWO: CHECK ONLY THE PROGRAM (S)YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑401 Unit ❑Stream Origin Determination:_#of stream calls-Please attach TOPO map marking the areas in questions
❑Intermittent/Perennial Determination:_#of stream calls-Please attach TOPO map marking the areas in questions
❑401 Water Quality Certification ❑ Isolated Wetland(_linear It or_acres)
❑Riparian Buffer Authorization ❑Minor Variance ❑Major General Variance
®State Stormwater ❑General ❑ SFR, ❑SFR< 1 ac. ❑Bkhd&Bt Rmp, ❑Clear&Grub, ❑Utility ❑Other
❑Low Density ❑Low Density-Curb&Gutter _#Curb Outlet Swales ❑Off-site[SW_ (Provide permit#))
❑High Density-Detention Pond _#Treatment Systems ❑ High Density-Infiltration _#Treatment Systems
[]High Density-Bio-Retention _4F Treatment Systems ❑ High Density-SW Wetlands _N Treatment Systems
❑High Density-Other —N Treatment Systems /®MOD:[:]Major®Minor❑ Plan Revision❑Redev. Exclusion SW 110702(Provide permit a)
❑Coastal Management ❑Excavation&Fill ❑Bridges&Culverts ❑Structures Information
❑Upland Development ❑Marina Development ❑Urban Waterfront
s nd Quality ®Erosion and Sedimentation Control Plan with 2_5 acres to be disturbed.(CK# (for DENR use))
SECTION THREE-PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scoping and express meeting request)
Wetlands on Site❑Yes®No Buffer Impacts: ®No❑YES: _acre(s)
Wetlands Delineation has been completed: ❑Yes®No Isolated wetland on Property❑Yes®No
US ACOE Approval of Delineation completed: ❑Yes®No 404 Application in Process w/US ACOE: ❑Yes ® No Permit
Received from US ACOE❑Yes®No
For DENR usconly
Fee Split for multiplepermits: Check 0 Total Fee Amount $
SUBMITTAL DATES Fee I SUBMITTAL DATES Fee
CAMA $ Variance(❑Maj;❑Min) $
SW(❑HD,❑LD,❑Gen) $ 401: $
Los $ Stream Deter— $
NCDENR EXPRESS January 2014

STORMWATER/EROSION CONTROL NARRATIVE
P1264/1265 COGDELS CREEK PUMP STATION #2
Onslow County, NC
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
October 2014
PREPARED BY:
CATLIN ENGINEERS AND SCIENTISTS
P. O. BOX 10279
WILMINGTON, NORTH CAROLINA 28404-0279
[phone]
CORPORATE LICENSURE NO. FOR ENGINEERING SERVICES C-0585

The Commanding Officer of United States Marine Corps Base Camp Lejeune is
proposing to construct a 650 gallon per minute (gpm) pump station with a building,
associated site development, and approximately 1 ,050' of force main piping. The
new force main pipe will be installed 20 feet below Cogdels Creek by horizontal
directional drilling. Construction of the project is planned to begin in Jan 2015.
The project area drains within the White Oak River Basin and outfalls to Cogdels
Creek, a SC-NSW with a stream index of 19-23. The existing topography and
planned site development results in several drainage basins as shown in the
attached drainage area maps.
The existing site is within the right of way of the recently constructed Gonzalez Blvd
Extension project and near the bridge over Codgels Creek. The site is located near
the toe of the slope for the bridge abutment. The western portion of the site is
cleared and includes an infiltration basin which provides SWM for the entire bridge
runoff. The eastern portion of the site is wooded. Stormwater runoff generally sheets
flows and is directed to the infiltration basin. The alignment of the open cut portion of
the force main construction is a minimum of 50' from the wetland limits of Cogdels
Creek. The force main construction under Cogdels Creek will utilized trenchless
technologies as to not disturb the wetland. There is no CAMA AEC within the project
limits.
Stormwater runoff from new built upon area (BUA) will be directed to the existing
infiltration basin via overland sheet flow and two small swales located to the north
and south. The infiltration basin was permitted with SW8 110702 and sized to
handle 2.5 times the runoff volume from the bridge as there is no bypass system.
The new BUA proposed (6,351), labeled as Drainage Area C in the SWM permit
application, will require the infiltration basin to be lowered by 0.5' below design
elevations and utilize the two small swales for storage. The existing Drainage Area
A&B remain unaltered with the exception of decreasing the future allocation by the
new BUA shown in Drainage Area C. The topographic survey indicates the basin
has already accumulated approximately 0.5' of sediment, so the lowering of the
basin will also serves as maintenance of the basin. The infiltration basin will be
protected during construction by temporary erosion control measures. However, if
these measures fail, we have specified the infiltration basin be re-graded and
lowered after the site is fully stabilized.
The project will primarily control erosion and sediment transport with the use of a
variety of temporary measures such as a construction entrance, silt fence, sediment
traps, diversion dikes, temporary seeding, and sod for final stabilization. The
contractor shall install, maintain, and remove the temporary measures upon
completion and stabilization of the site. The contractor shall clean and restore to a
pre construction condition any areas that may inadvertently damaged or show
evidence of sediment transport due to failure of any of the erosion control measures.
CCPS2 DENR SWM-ESC narrative.doc CATLIN Engineers and Scientists
CATLIN Project No. 214036 October 2014

All erosion control measures will be installed and functioning prior to the beginning
the wet well excavation and utility construction. Off site stormwater runoff will be
temporary divert around the project site. On site stormwater runoff will be minimal as
disturbed area is limited. Dewatering of the deep excavation will be routed through
filter bags and sediment traps before entering the existing infiltration basin. Re-
grading of the infiltration basin will not be permitted until the entire site has been fully
stabilized. See the project's control sequence notes on C-506.
Any disturbed area will be protected with ground stabilization within 14 days and
areas with slopes greater than 3:1 with 10' horizontal slope will be stabilized within 7
days. Perimeter areas disturbed will also be stabilized with 7 days. The 7 day
stabilization requirements are indicated in the erosion control plan.
Calculations included for the ditch are performed to check the 10 year capacity and
2 year erosive velocities for bare soils. Both ditches resulted in velocities less than 2
ft/sec.
CCPS2 DENR SWM-ESC narrative.doc CATLIN Engineers and Scientists
CATLIN Project No. 214036 October 2014
e

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Soil Map—Onslow County,North Carolina
MAP LEGEND MAP INFORMATION
Area of Interest(AOI) Spoil Area The soil surveys that comprise your AOI were mapped at 1:24,000.
O Area of Interest(AOI) o Stony Spot
Solis Warning:Soil Map may not be valid at this scale.
O Very Stony spot Enlargement of maps beyond the scale of ma
Soil Map Unit Polygons 4 9 P Y Aping can cause
wet Spot misunderstanding of the detail of mapping and accuracy of soil line
.v Soil Map Unit Lines placement.The maps do not show the small areas of contrasting
p El Soil Map Unit Points Other soils that could have been shown at a more detailed scale.
Special Line Features
Special Point Features Please rely on the bar scale on each map sheet for map
(o) Blowout water Features measurements.
I Streams and Canals
® Borrow Pit Source of Map: Natural Resources Conservation Service
Transportation Web Soil Survey URL: http://websoilsuwey.nres.usda.gov
C Clay spot +44 Rails Coordinate System: Web Mercator(EPSG:3857)
0 Closed Depression Interstate Highways Maps from the Web Soil Survey are based on the Web Mercator
N
X Gravel Pit N US Routes projection,which preserves direction and shape but distorts
distance and area.A projection that preserves area,such as the
Gravelly Spot N Major Roads Albers equal-area conic projection,should be used if more accurate
Q Landfill d Loral Roads calculations of distance or area are required.
A Lava Flow Background This product is generated from the USDA-NRCS certified data as of
the version date(s)listed below.
Marsh or swamp ® Aerial Photography
Soil Survey Area: Onslow County,North Carolina
e&i Mine or Quarry Soil
Area Data: Version 14,Dec 21,2013
® Miscellaneous Water Soil map units are labeled(as space allows)for map scales 1:50,000
0 Perennial water or larger.
y Rock Outcrop Date(s)aerial images were photographed: Mar 7,2010--Oct 17,
+ Saline Spot 2010
The orthophoto or other base map on which the soil lines were
Sandy Spot compiled and digitized probably differs from the background
.� Severely Eroded Spot imagery displayed on these maps.As a result,some minor shifting
Sinkhole of map unit boundaries may be evident.
Q
Slide or Slip
Sodic Spot
OCT 2 12014
nr
USDA Natural Resources Web Soil Survey 9/29/2014
)• Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Onslow County, North Carolina
Map Unit Legend
Onslow County,North Carolina(NC133)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
BaB - Baymeade fine sand,0 to 6 158.0 25.4%
percent slopes
BmB Baymeade-Urban land 171.2 27.6%
complex,0 to 6 percent
slopes
KuB Kureb fine sand, 1 to 6 percent 37.3 6.0%
slopes
MaC Marvyn loamy fine sand,6 to 15 162.8 26.2%
percent slopes
Mk Muckalee loam 91.61 14.7%
Totals for Area of Interest 621.0 100.0%
OCT212M4
SI
USDA Natural Resources Web Soil Survey 9/29/2014
2" Conservation Service National Cooperative Soil Survey Page 3 of 3

Basin 2 (Drainage Area "C")
NC DENR Infiltration BMP Calculation and Requirements
Step 1:Drainage Basin Impervious Cover
Post-Development Conditions
Total Drainage Area 91722.00 SgFt Basin 2(Drainage Area "C')
Impervious Drainage Area 42299.00 SgFt Value from CAD
Impervious Cover-(Impervious Drainage
Impervious Cover 46.12 Area)/(Total Drainage Area)`100%
Step 2: Determine the 1.5-inch runoff elevationand volume within the BMP.
Runoff Coefficient, Rv 0.465 IN/IN Rv=0.05+0.009'(%Impervious)
1.5" Runoff Volume 5,331.9 CF 1 5"Runoff Volume=1.5 inch'Rv'1 foot112
inch*(Total Drainage Area)
No By-pass or Post Filter-2.5 times volume req'd 13,329.8 CIF Min. Volume Required
Min. Required Volume provided at Elevation 12.8 from stage storage
Overflow Elevation 13.06
Total Volume at Overflow Elevation 15,775 CIF Volume Provided at Overflow Elevation
See BMP Stage Storage Calculations
Step 3: Verify that time required to drawdown the total BMP volume is within 5 days.
Infiltration Rate (5.37"/hr) 2.68 IN use 112 of reported
Bottom Area 4,309 FT from stage storage
Q, Flowrate 0.27 CFS Q=(infiltration rate/12) 'bottom area
13600seconds
Drawdown Time for total BMP volume 0.58 DAYS (Drawdown Time)=(Volume)/Q'(1 day186400
seconds
7 c- f7EUVE .
00T 2 12014
V.
10/3/2014
1OF1

Basin 2 (Drainage Area "C")
BMP Stage-Storage Calculations
Side Slope 3
incremental and cumulative storage or the BMP per contour interval.
Stage/Storage Above Bottom
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
10.5 4,309 0 0 -BMP Bottom Elev
11.0 4,795 2,276 2,276
12.0 6,216 5,506 7,782
12.773 8,149 5,552 13,334 Treatment Volume 13329.75 Req'd
13.06 8,867 7,994 15,775 -Overflow Elev
13.5 10,810 4,329 20,104
8.5 SHW Elev
2.0 BMP bottom to SHW OK
IVE
� OCT 2 t 2014
1
Br:__

Basin 2 (Drainage Area "C")
NC DENR Infiltration BMP Calculation and Requirements
Step 1:Drainage Basin Impervious Cover
Post-Development Conditions
Total Drainage Area 91722.00 SgFt Basin 2(Drainage Area "C)
Impervious Drainage Area 42299.00 SgFt Value from CAD
Impervious Cover 46.12 Impervious Cover-(Impervious Drainage.
Area)/(Total Drainage Area)"100%
Step 2: Determine the 1.5-inch runoff elevationand volume within the BMP.
Runoff Coefficient, Rv 0.465 WIN Rv=0.05+0.009'(% Impervious)
1.5" Runoff Volume 5,331.9 CF 1.5"Runoff Volume=1.5inch`Rv'1fooN12
inch*(Total Drainage Area)
No By-pass or Post Filter-2.5 limes volume req'd 13,329.8 CF Min. Volume Required
Min. Required Volume provided at Elevation 12.8 from stage storage
Overflow Elevation 13.06
Total Volume at Overflow Elevation 15,775 CIF Volume Provided at Overflow Elevation
See BMP Stage Storage Calculations
Step 3: Verify that time required to drawdown the total BMP volume is within 5 days.
Infiltration Rate (5.37"/hr) 2.68 IN use 112 of reported
Bottom Area 4,309 FT from stage storage
Q, Flowrate 0.27 CFS Q=(infiltration rate112) `bottom area
13600seconds
Drawdown Time for total BMP volume 0.58 DAYS (Drawdown Time)=(Vo1ume)1Q'(1 day186400
seconds
10/3/2014
1OF1

Basin 2 (Drainage Area "C")
BMP Stage-Storage Calculations
Side Slope 3
incremental and cumulative storage of the BMP per contour interval.
Stage/Storage Above Bottom
Cumulative
Contour Incremental Volume,S
Contour Area SF Volume(CF) (CF)
10.5 4,309 0 0 -BMP Bottom Elev
11.0 4,795 2,276 2,276
12.0 6,216 5,506 7,782
12.773 8,149 5,552 13,334 -Treatment Volume 13329.75 Req'd
13.06 8,867 7,994 15,775 -Overflow Elev
13.5 10,810 4,329 20,104
8.5 SHW Elev
2.0 BMP bottom to SHW OK

'Basin #C I Area (SF) I M
Basin #C from Permit (SW8 110702) 35948 _I 0.825!Ac
New Basin Area Draining to BMPP 55774 I 1.280jAc Proposed _ Z
Totall 91722 2.1061Ac Wit SCS CN Wit C
Cover Description I_ CN C
lImpervious from Permit (SW8 110702) 35,948 0.825 Ac 98 80.875 0.9 0.743 0
�i Additional exist Asphalt 1,500 0.034 Ac 98 3.375 0.9 0.031
_ Asphalt j_ 3,630 0.083 jAc 98 8.167 0.9 0.075
Concrete Pavement 126 0.003 Ac 98 0.283 0.9 0.003 % !
Building 1 11095 0.025 Ac 98 2.463 0.9 0.023 �=
Total Impervious 42,299 0.971 Ac / - . "
_ / z
Grass/Landscape -�( — �— 49,423 1.135 jAc 351 39.71 0.101 0.11 BASIN "C" _ - - -%! u ,,;
ADDED AREA 11 z
Total Impervious = 0.971 Ac CN= _ 64.05 C- _ 0.47 / 1.28 A'Ci _j w N
% Impervious = 46.12% _�
O
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COGDELS CREEK
i} STREAM INDEX No.19-23
10" FORCE MAIN COGDELS CREEK
' PUMP STATION #2
LAT: 34 39' 36"
LONG: 77 19' 48"
CONNECTION POINT:
GBO PERMIT #W00035540 as
f • •
'41 McHUG �
a H BOULEVARD
w H
Legend OVA' % �jk,
Roads �OjCI GO
— Unpaved Roads O �k9I
Railroads
- Buildings and Structures
Data Sources: Data Layers provided by MCIEAST-MCB CAMLEJ GIS Office.
Map adapted for Topographic USGS-Camp Lejuene. 1,000 500 0 1,000 Feet
SCALE
PROJECT TinE
CATLIN COGDELS CREEK FIGURE
� PUMP STATION#2 SITE VICINITY MAP
Engineers and Scientists MARINE CORPS BASE
P.O.Box 10279 CAMP LEJEUNE,NC
W imington,NC 2840"279
[phone]
6 N0. WTE SCROi O "N87 CHEONED 07
NC EnBlnaerin9 License No.:C.0585 214036 SEPT 2014 AS SHOWN THW GMJ

3 Soil Map—Onslow County, North Carolina
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USDA Natural Resources Web Soil Survey 9/29/2014
ldm Conservation Service National Cooperative Soil Survey Page 1 of 3