SW8100201_CURRENT PERMIT_20111201

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 boo zo f
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Date [deceived
Fee Paid
Permit Number
- /i
-�F'mb
1oo2 a
Applicable Rules ❑ Coastal SW —1 95 ❑ 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 form may be photocopied for use as an original
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.):
FY09 FRENCH CREEK BEQ P-1017 P-1047 off Sneads Ferry Road
2. Location of Project (street address):
Sneads Ferry road
City:Cam12 Lejeune County:Onlsow Zip:28547-2539
3. Directions to project (from nearest major intersection):
Intersection of US 17 and NC 24._Take NC 24 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 entrace to site is on the right.
4. Latitude:34° 39' 56" N Longitude:77° 19' 40" 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 numberSW8100201 , its issue date (if known)6-11-10 , and the status of
construction: ❑Not Started ®Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 27 ac of Disturbed Area
M404/401 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: Erosion Control # ONSLO-2010-117, 404 Action ID _2010-00596
DEC 1 2011
Form SWU-101 Version 07July2009 Page i of 6

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:MARINE CORPS -BASE, CAMP LEJEUNE
Signing Officiat & Title:Carl Baker,Deputy Public Works Officer _..
b.Contact information for person listed in item la above:
Street Add ress:BLDG 1005 MICHAEL ROAD
City:MCB CAMP LEJEUNE State:NC Zip:28547__
Mailing Address (if applicable):
City:
Phone: (910 ) 451-2213
Email:carl.h.bakerOusmc.mil
State: 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 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 Add
City:
Mailing Address (if applicable):
State:
Zi
City: State: Zi
Phone: ( �Fax: ( )
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits: MCAS Camp Lejeune
Point of Contact:Doris Hardin -Langley Phone #:
Form SWU-101 Version 07JUly2009 Page 2 of 6
910 451-5694 _
DEC 0 y 2011

iv. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Runoff will be directed to wet basins, via catch basins, grassed swales and stormwater conduit
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 PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.Identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph 11- Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 38.62 acres
5. Total Coastal Wetlands Area: n/a acres
6. Total Surface Water Area: 0.17 acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = Total Project Area':
38.45 acres
Total project area shall be calculated to exclude the following: the normal p001 of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NNW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NNW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 45.6 %
9. How many drainage areas does the project have?a (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basir'AInfo'rnation 5'u; ;" .
;Drair►a' e Area `Aye
;Drait�a e rAr'ea B`
` Drama e;Area C;
Di airia' 'e Area<I7'
Receiving Stream Name
Cogdels Creek
Cogdels Creek
Cogdels Creek
Cogdels Creek
Stream Class *
SC -NSW
SC -NSW
SC -NSW
SC -NSW
Stream Index Number *
19-23
19-23
19-23
19-23
Total Drainage Area (sf)
569,142 (13.07a)
287,496 sf(6.60a)
680,697 sf(15.63a)
333,366 sf (7.65a)
On -site Drainage Area (so
569,142 (13.07a)
287,496 sf(6.60a)
680,697 sf(15.63a)
333,366 sf (7.65a)
Off -site Drainage Area (sf)
Proposed Impervious Area** (so
333,858 sf (7.66a)
139,856sf(3.21a)
115,371 sf (2.65a)
175,038 sf (4.02a)
% Impervious Area** (total)
59
48.6
17
53
�Iiin er"oiaus<=.surface Area_;,;i .: >;•
.-�Diaina e Area" -
°;. "°„
Draina 'e'Area .,
°
*.,Drairia e'-Aiea ,Drama
a r "w " `�
e Area.r=�<
On -site Buildings/Lots (so
59,221 sf (1.36a)
103,806 sf (2.38a)
On -site Streets (so
62,618 sf (1.44a)
86,267 sf(1.98a)
21,208 sf(0.49a)
18,052 sf (0.41a)
On -site Parking (so
184,475 sf (4.23a)
70,886 sf (1.63a)
22,480 sf (0.52a)
On -site Sidewalks (sf)
16,218 sf (0.37a)
23,589 sf(0.54a)
23,277 sf(0.53a)
11,120 sf (0.26a)
Other on -site (so
11,326 sf (0.26a)
10,080 sf (0.23a)
Future (so
30,000 sf(0.69a)
9,500 sf (0.22a)
Off -site (so
Existing BUA*** (so
Total (s0:
1333,858 sf (7.66a)
139,856sf(3.21a}
115,371 sf (2.65a)
175,038 sf (4.02a)
Stream Class and Index Number can be determined at: http://h2o.enr.state.nc.us/bun5/reports/reortsWB.litml
** hnpervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that is
to be removed and which will be replaced by new BUA.
DEC 0 1 Z011
Form SWU-101 Version 07Ju1y2009 Page 3 of 6 i

11. How was the off -site impervious area listed above determined? Provide documentation.
Pro.leets in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species waterslied 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://h2o.enr.state.nc.us/su/bmp forms.htm.
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://h2o.enr.state.ne.us/su/bmp forms.htm. 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 ht42://h2o.enr.state.nc.us/su/msi maps.htm.)
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://h2o.enr.state.nc.us/su/bmp forms.htm.
1. Original and one copy of the Stormwater Management Permit Application Form.
2. OriginaI and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part V11 below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP. r Ao�oble 4. Permit application processing fee to NCDENR. (For an Express review, refer to
htt www.envhe] .or a es onesto ex ress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within V2 mile of the site boundary, include the'h
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required). D E C O I Z 0 11
1 L
Injtials
r ,
Form SWU-101 Version 07July2009 Page 4 of 6
N if

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9. Copy of any applicable soils report with the associated SHWT elevations (Please identify lc,
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 verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC Al I g
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http: / / www.secretary.state.nc.us/ Corl2orations /_CSearch.asl2x
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
httn://h2o.enr.state.nc.us/su/bmi) forms.htm#deed restrictions. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant-. Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Howard Resnik, PE
Consulting Firm: Coastal Site Design, PC
Mailing Address:Po BOX 4041
City:Wilmington State:NC , _ Zip:28406
Phone: (910 ) 791-4441
Email:[e-mail]
Fax: (910 ), 791-1501
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 type name of person
listed in Contact Information, item 1.a) with (print or type name of organization listed in
Contact Information, item 1b) 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.
DEC 0 14 2011
Form SWU-101 Version 07July2009 Page 5 of 6

}�s the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise 1 will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Da
I, , a Notary Public for the State of , County of
do hereby certify that
personally appeared
before me this _ day of I , 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 tripe xntnne of person listed in Contact Innformation, item 2) Carl H. 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 covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stor w ater rules under 1,1 NCAC 21-1 ,1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signatu
Date:
I, X/4 a Notary Public for the State of�County of
CIJICu dohe1reby certify that% �%-r' personally appeared
before me this D day of /��14 , � ), andMkiledg the due execution of the application for
a stormwater permit. Witness my hand and official seal,�,--
M
ETTEictyarolinas }
SEAL
My commission expires
DEC 0 1 2011
Form SWU-101 Version 07July2009 Page 6 of 6

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Permit No.
(to be provided by DWQ)
a
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of w �+rFq
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NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out printed and submitted.
The Required hems Checklist (Part lit) must be printed, filled out and submitted along with all of the required information.
I:, PROJECT, INFORMATION
Project name FY09 FRENCH CREEK P-1017 P-1047
Contact person Howard Resnik, "
Phone number 910-791-441
Date MOW—"
Drainage area number Pond A
II. DESIGN: INFORMATION
Site Characteristics
Drainage area 569,142 fe
Impervious area, post -development 333,858 fe
% impervious 58.66 %
Design rainfall depth 1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development i-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the preipost control of the tyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C. post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHVJT elevation (approx. at the perm. pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom of 1011 vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
41,117 rya
43,871 h3
ft3
y (Y or N)
OK
OK, volume provided is equal to or in excess of volume required.
3.8 in
0.20 (unitless)
0.64 (unitless)
0.16 irVhr OK
16.36 ff fsec
52,32 ft'Isec
35.96 h'tsec
16,30 fmsi
15.20 fmsl
15,00 fmsl
15.70 fmsl
.14.70 fmsl
9,00 fmsl
8,00 fmsl
1.00 ft
n (Y or N)
16.31msl OK
Form SW401-Wet Detention Basin-RBVL8-9/17109
DEC 0 1 Z011
BY:
Parts I. & II. Design Summary, Page 1 of 2

Permit
(to be provided by DWQ)
Surface Areas
Area, temporary pool
44,645 fiz
Area REQUIRED, permanent pool
23,947 ftz
SAIDA ratio
4.19 (unitless)
Area PROVIDED, permanent pool, Ap P,
27,880 to
OK
Area, bottom of 10ft vegetated shelf, Ate, ,ha
24,694 ft'
Area, sediment cleanout, top elevation (bottom of pond), Ate, m�d
14,985' fe
Volumes
Volume, temporary pool
43,87t ft'
OK
Volume, permanent pool, Vo,--.
125,318 ft3
Volume, forebay (sum of forebays if more than one forebay)
25,224 ft'
Forebay % of permanent pool volume
20.1 % %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
y (Y or N)
MountairdPiedmont SAIDA Table Used?
n (Y or N)
SAIDA ratio
4.19 (unitless)
Average depth (used in SAIDA table):
Calculation option f used? (See Figure 10-2b)
N ' (Y or N)
Volume, permanent pool, Vp„--Pod
125,378 f?
Area provided, permanent pool, A,._,w
27,890 f'
Average depth calculated
5.05 it
OK
Average depth used in SAIDA, d,Y, (Round to nearest 0.5ft)
5:0 ft
OK
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, A,._,,
27,880 f12
Area, bottom of 1 Oft vegetated shelf, Aw, 0.1,
24,694 fe
Area, sediment cleanout, top elevation (bottom of pond), At yo d
14,985 f?
"Depth' (distance b!w bottom of 1 Oft shelf and top of sediment)
5.70 ft
Average depth calculated
5.05 ft
OK
Average depth used in SAIDA, d,,, (Round 10 nearest 0.5ft)
5.0 it
OK
Drawdown Calculations
Drawdown through orifice?
y ` (Y or N)
Diameter of orifice (if circular)
.3.50 in
Area of orifice (if -non -circular)
in'
Coefficient of discharge (CO)
0.60 (unitless)
Driving head (H.)
0.37. ft
Drawdown through weir?
n (Y or N)
Weir type
(unitless)
Coefficient of discharge (C.)
(unitless)
Length of weir (L)
ft
Driving head (H)
ft
Pre -development 1-yr, 24-hr peak flow
16.36 fe/sec
Post -development 1 •yr, 24-hr peak flow
52.32 ft3lsec
Storage volume discharge rate (through discharge orifice or weir)
0.19 ft3lsec
Storage volume drawdown time
2.61 days
OK, draws down in 2 5 days.
Additional Information
Vegetated side slopes
3 :1
OK
r i�
Vegetated shelf slope
10 :1
OK
1
Vegetated shelf width
10.0 it
OK
D E C 0 1 Z Q 11
Length of ffowpath to width ratio
3 :1
OK
Length to width ratio
3.0.:1
OK
Trash rack for overflow & orifice?
y_ (Y or N)
OK
—
Freeboard provided
1.0 ft
OK
Vegetated filter provided?
n '. , . (Y or N)
OK
Recorded drainage easement provided?
n (Y or N)
Insufficient. Recorded drainage easement required.
Capures all runoff at ultimate build -out?
y ' (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
portable pump
Form SW401-Wet Detention Basin-Rev.8.9117109
Parts I. & 11. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWO)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
C- lot 1. Plans (1' - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
ILL. C-Sos 2. Partial plan (1 " = 30' or larger) and details for the wet detention basin showing:
Outlet structure with trash rack or similar,
Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and
Filter strip.
C ,CGS' 3. Section view of the wet detention basin (1' = 20' or larger) showing:
Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures.
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
u, f7, c�irs 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
17. CPM64 7. The supporting calculations.
A R, WIN- 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
.//, � Nt f N- 9. A copy of the deed restrictions (if required).
arcs 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests, County
soil maps are not an acceptable source of soils information.
RED" J�1
DEC 0 1 Z011
Form SW401-Wet Detention Basin-Rev.8-9117108 Part III. Required Items Checklist, Page 1 of 1
BY:

r'

Permit
{10 be provided by DWQ)
ATA
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
b6a7-��qA G
0 Niiii� ^C
I' PROJECT INFORMATIONA
Project name FY09 FRENCH CREEK BEQ P-1017 P-1047 .
Contact person Howaid Resnik
Phone number 410.791-441,
Date 121212ot t
Drainage area number B
Site Characteristics
Drainage area
287,496 f?
Impervious area, post -development
139,856 f12
% impervious
48.65 %
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
17,531 ff'
Volume provided . 18,613 ft'
Storage Volume: SA Waters
1.5" runoff volume
"" ft'
Pre -development 1-yr, 24-hr runoff
ft'
Post -development 1-yr, 24-hr runoff
ft'
Minimum volume required
it,
Volume provided it3
Peak Flow Calculations
OK
OK, volume provided is equal to or in excess of volume required.
Is the pre/post control of the lyr 24hr storm peak flow required?
n'.:' . • ' (Y or N)
1-yr, 24-hr rainfall depth
3.8 in
Rational C, pre -development
' 0.00 (unitless)
Rational C, post -development
0.00 (unitless)
Rainfall intensity: 1-yr, 24-hr storm
0,16 in/hr OK
Pre -development 1-yr, 24-hr peak flow
0.00 ff'fsec
Post -development 1-yr, 24-hr peak flow
0.00 ft'/sec
Pre/Post 1-yr, 24-hr peak flow control
0.00 ft'/sec
Elevations
Temporary pool elevation
11.70 imsl
Permanent pool elevation
10.65 lmsl
SHWT elevation {approx. at the perm. pool elevation)
15,20 fmsl
Top of 1 Oft vegetated shelf elevation
14.15 fmsl
Bottom of 1 Oft vegetated shelf elevation
10,15 fmsl
Sediment cleanout, top elevation (bottom of pond)
5.00 fmsl
Sediment cleanout, bottom elevation
4.00 fmsl
Sediment storage provided
1.00 ft
Is there additional volume stored above the state -required temp. pool?
n (Y or N)
Elevation of the top of the additional volume
11.7 fmsl OK
REC EI VEIL
DEC 0 6 Z011
BY:
Form SW401-Wet Detention Basin-Rev,e-9117109 Parts I. & 11. Design Summary, Page 1 of 2

Permit
(to be provided by DINO)
Surface Areas
Area, temporary pool
23,424 ft'
Area REQUIRED, permanent pool
12,046 fe
SAIDA ratio
4.19 (unitless)
Area PROVIDED, permanent pool, Am, p,,,,
' 13,976 if
OK
Area, bottom of 1 Oft vegetated shelf, A a,a,
11,573 ft'
Area, sediment cleanout, top elevation (bottom of pond), Abt pond
5,141 if
Volumes
Volume, temporary pool
.18,613 fe
OK
Volume, permanent pool, Vp, -Pw
48,807 tt3
Volume, forebay (sum of forebays if more than one forebay)
10,120 tt3
Forebay % of permanent pool volume
203% %
OK
SAIDA Table Data
Design TSS removal
90 % .
Coastal SAIDA Table Used?
y:. "" : " (Y or N)
Mountain/Piedmont SAIDA Table Used?
n '' (Y or N)
SAIDA ratio
4.19 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10.213)
N (Y or N)
Volume, permanent pool, Vpe-y,,
48,807 tt3
Area provided, permanent pool, Ap ,_pm
13,976 f>'
Average depth calculated
ft
OK
Average depth used in SAIDA, d,V, (Round to nearest 0.5ft)
it
#VALUEt
Calculation option 2 used? (See F#gure 10-2b)
Y (Y or N)
Area provided, permanent pool, Ape...
13,976 ft'
Area, bottom of 1 Oft vegetated shelf. Atotsheq
11,573 fe
Area, sediment cleanout, top elevation (bottom of pond), Ate,_,,d
5,141 to
'Depth' (distance b/w bottom of 1 Oft shelf and top of sediment)
5.15 ft
Average depth calculated
4.18 ft
OK
Average depth used in SAIDA, da„ (Round to nearest 0.5h)
4.0 ft
OK
Drawdown Calculations
Drawdown through orifice?
y (Y or N)
Diameter of orifice (if circular)
2.00 in
Area of orifice (if -non -circular)
in'
Coefficient of discharge (Co)
0.60 (unitless)
Driving head (Hp)
0,35 h
Drawdown through weir?
n (Y or N)
Weir type
(unitless)
Coefficient of discharge (C.)
(unitless)
Length of weir (L)
ft
Driving head (H)
it
Pre -development 1-yr, 24-hr peak flow
0.86 ft3lsec
Post -development 1-yr, 24-hr peak flow
7,13 f?/sec
Storage volume discharge rate (through discharge orifice or weir)
6.06 tolsec
Storage volume drawdown time
3.47 days
OK, draws down in 2.5 days.
Additional Information
'- C EIVED
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
DEC T
Vegetated shelf width
10.0 tt
OK
Length of flowpath to width ratio
3 :1
OK
BY: -
Length to width ratio
3.0 :1
OK
Trash rack for overflow & orifice?
y (Y or N)
OK
Freeboard provided
1.0 ft
OK
Vegetated filter provided?
n (Y of N)
OK
Recorded drainage easement provided?
ri (Y or N)
Insufficient. Recorded drainage easement required.
Capures all runoff at ultimate build -out?
y (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
portable pump
Form SW401-Wet Detention Basin-Rev,8.9117109
Parts I. & II. Design summary, Page 2 of 2

Permit No. 47W Iwo Ink
(10 be provided by QWO)
�rTi� O� pG
NCDENR Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be tilled out, printed and submitted.
The Required items Checklist (Part tfl) must be printed, filled out and submitted along with all of the required information,
11. PROJECT INFORMATION,`
.iz^.. .r.:✓�:° rt. .�� ., as 9. i`df �! .. F,4, .Y"1g... ...<S$s...f. .-ck a-l: ?i, :tx e��'a.-f. .i°i., 3ii._x .'L ac.. �.:, fir'.
Project name FY09 FRENCH GREEK BER P71017 P-1047Y
Contact person Howard Resnik
Phone number 910-791-4441,
Date 12f 1612011
Drainage area number C
Ili DESIGN INFORMATION• r. i .s �w ,.1;"S c.'A 31 � .a a � � •hr v1� � * � r� { a . 4 .��.r'Ja &€s " � _�_ 's� a:s % ;�' x � : ns«� �,
Site Characteristics
Drainage area 686,697 If
Impervious area, post -development 115,371 fiz
% impervious 16.95 %
Design rainfall depth 1,5 in
Storage Volume: Non -SA Waters
Minimum volume required
.17,235 ft3
Volume provided
17,422 ft3
Storage Volume: SA Waters
1.5' runoff volume
, ft3
Pre -development 1-yr, 24-hr runoff
ft3
Post -development 1-yr, 24-hr runoff
fe
Minimum volume required
ft3
Volume provided
ft
Peak Flow Calculations
OK
OK, volume provided is equal to or in excess of volume required.
Is the pre/post control of the lyr 24hr storm peak flow required?
y ">' . (Y or N)
1-yr, 24•hr rainfall depth
13,8 in
Rational C, pre -development
0.20 (unitless)
Rational C, post -development
0.31 (unitless)
Rainfall intensity: 1-yr, 24-hr storm
0.16. inlhr OK
Pre -development 1 •yr, 24•hr peak flow
0.00 ft3lsec
Post -development 1-yr, 24-hr peak flow
0,03 felsec
PrelPost 1-yr, 24-hr peak flow control
0.03 fOlsec
Elevations
Temporary pool elevation
13.60 fmsl
Permanent pool elevation
12.50 fmsl
SHAT elevation (approx. at the perm, pool elevation)
17.50 imsl
Top of 1 Oft vegetated shelf elevation
.13.00 fmSI
Bottom of 10ft vegetated shelf elevation
12.00 fmsl
Sediment cleanout, top elevation (bottom of pond)
7.00 imsl
Sediment cleanout, bottom elevation
6.00 fmsl
Sediment storage provided
1.00 ft
Is there additional volume stored above the state -required temp. pool?
n (Y or N)
Elevation of the top of the additional volume
13.6 fmsl OK
tvT
DEC 1 6 N11
Form SW401-Wet Detention Basin-Rev.8.9l17109 Paris I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWO)
Ill.- DESIGN INFORMATION: wa ('»�"
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, Am. p,
Area, bottom of 1 oft vegetated sheI, Ads ,,0,r
Area, sediment cleanout, top elevation (bottom of pond), Ab,,yo d
Volumes
Volume, temporary pool
Volume, permanent pool, Vp,- ,I
Volume, forebay (sum of forebays if more than one forebay)
Forebay % of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vp,--P,.'
Area provided, permanent pool, A,._,,
Average depth calculated
Average depth used in SAIDA, d. , (Round to nearest 0.5h)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, Ap._p,,
Area, bottom of 1 off vegetated shelf, Atd "f
Area, sediment cleanout, top elevation (bottom of pond), Abo,_,nd
17,032 ft'
10,142 ff
1.49 (unitfess)
13,753 OK
7,19011Z
3,241
17,422 ft3 OK
29,%2 ft3
5,440 ft'
18.1% % OK
90 %
y (Y or N)
n . (Y or N)
1.49 (unitfess)
N (Y or N)
29,982
13,753
0.00 ft
0.0 ft
Y (Y or N)
13,753 ft'
7.190 fe
3,241 ft
'Depth` (distance b/w bottom of 10ft shelf and top of sediment) 5,00 ft
Average depth calculated 4.00 ft
Average depth used in SAIDA, d,,, (Round to nearest 0.5ft) 4.0 h
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (CD)
Driving head (Ho)
Drawdown through weirl
weir type
Coefficient of discharge (C„)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Addftional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of ilowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filler provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Form SW401-Wet Detention Basin-Rev.9.9117M
Y (Y or N)
1.75 in
in'
0.60 (unitfess)
0.37 ft
n(Y or N)
(unitfess)
(unitfess)
ft
ft
15.69 ft3lsec
25.88 ft'/sec
0.05 ft/sec
4.14 days
Need 3 ft min.
Insufficient. Check calculation.
OK
OK
OK, draws down in 2-5 days.
3 :1 OK EIVED
10 :1 OK
10.0 ft OK
3:1 OK DEC 1 6 Z011
3.0 :1 OK
Y . (YorN) OK ir_'Y.
1.0 it OK
n (Y or N) OK
n (Y or N) Insufficient. Recorded drainage easement required.
y (Y or N) OK
portable pump ,
Paris 1. & II. Design Summary, Page 2 of 2

Permit No.�/�w� /
(to be provided by DWO)
A'A
r
NCDENR a
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required ftems Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
:}PROJECT,INFORMATION;�-a� < ��s a 7'. r € , � a �¢ : 9,d 5 TIm=.
Project name ^' :, FYN FRENCH CREEK BEQ P-1017 P-1047
Contact person Howaid Resnik
Phone number 910-791.441, '
Date 111301201 t r
Drainage area number D
II'DESIGN INFORMATIONs' 'x . z" .-", •s,�. ~ �k';s�;`.�5` f"aa�.�`�.Ec"a��
Site Characteristics
Drainage area M366 fe
Impervious area, post -development 175,038 f'
% impervious 52.51 %
Design rainfall depth 1.5' in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the 1 yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom of IOft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
Form SW401-Wei DelenGon Basin-Rev.9.9l17r09
21,776 ft'
22,394 ft'
OK
OK, volume provided is equal to or in excess of volume required.
y (Y or N)
3.8 in
0.20 (unitless)
`0.59 (unitless)
0.16 inthr OK
0.00 ft'Isec
0.03 ft3isec
0.03 ft3lsec
13.70 fmst
12.50 fmsl
12.00 Imsl
13.00 tmsl
12.00 fmsl
7.00 fmsl
6.00.imsl
1.00 ft
n {Y or N)
13.7 fmsl OK
DEC o 1 Z011
PartS I. & U. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWO)
f11:'DESIGN IN1 DRMATION:::.i€ a r . nh i �; 41`�ir®RH 'o-., t€ � ? € i€ �� d€Z '; ., " e
Surface Areas
Area, temporary pool
20,929 fie
Area REQUIRED, permanent pool
15,168 fe
SAIDA ratio
4.55 (unitless)
Area PROVIDED, permanent pool, A,.._,,
15,208 fe
OK
Area, bottom of loft vegetated shelf, Add, ,hg
13,661 ft2
Area, sediment cleanout, top elevation (bottom of pond), Atd,pd,.,d
6,336 ft'
Volumes
Volume, temporary pool
22,394 fe
OK
Volume, permanent pool, Vp,--.
56,222 ftd
Volume, forebay (sum of forebays if more than one forebay)
1.i,361 fe
Forebay % of permanent pool volume
20.2%%
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
y- (Y or N)
MountaiNPiedmont SAIDA Table Used?
n ,; . (Y or N)
SAIDA ratio
4.55 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N ',(Y or N)
Volume, permanent pool, V, ,,,,o
56.222 ft'
Area provided, permanent pool, A,,pdd,
15,208 fe
Average depth calculated
, 0.00 ft
Need 3 It min.
Average depth used in SAIDA, dw, (Round to nearest 0.5ft)
010 ft
Insufficient. Check calculation.
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, Ap.._,,dl
15,208 fe
Area, bottom of 1 Oft vegetated shelf, Abd, ,,,B,I
13,661 fe
Area, sediment cleanout, top elevation (bottom of pond), Ah,� ,nd
6,336 ft'
'Depth' (distance b1w bottom of 1 Oft shelf and top of sediment)
5.00 ft
Average depth calculated
4J 3 ft
OK
Average depth used in SAIDA, d, (Round to nearest 0.5h)
4.0 ft
OK
Drawdown Calculations
Drawdown through orifice?
y . ' ' . (Y or N)
Diameter of orifice (if circular)
2.50 to
Area of orifice (if -non -circular)
in2
Coefficient of discharge (Cu)
0.60 (unitless)
Driving head (Hd)
0.40 ft
Drawdown through weir?
n: ' (Y or N)
Weir type
(unitless)
Coefficient of discharge (C„)
(unitless)
Length of weir (L)
ft
Driving head (H)
h
Pre -development 1-yr, 24-hr peak flow
11,97 ft/sec
Past -development 1-yr, 24-hr peak flow
28.25 fOlsec
Storage volume discharge rate (through discharge orifice or weir)
0.10 fe/sec
Storage volume drawdown Time
2.50 days
OK, draws down in 2.5 days.
Additional Information
Vegetated side slopes
Vegetated shelf slope
3 :1
10:1
OK
OK
RE(
Vegetated shelf width
10.0-ft
OK
Length of flowpath to width ratio
3 :1
OK
DFC 0 1 2011
Length to width ratio
3.0 :1
OK
Trash rack for overflow & orifice?
y. (Y or N)
OK
Freeboard provided
1.0 ft
OKiY'
-
Vegetated filter provided?
111 (Y or N)
OK
Recorded drainage easement provided?
n (Y or N)
Insufficient. Recorded drainage easement required,
Capures all runoff at ultimate build -out?
_ y ,, (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
portable pump
Form SW401-Wei Detention Basin- Rev.8-W1 W09
Parts I. & II. Design Summary, Page 2 of 2

Y
Pcnnit Number 1_:/i8
(to he provided by DWQ)
Drainage Area Number: A
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
-- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
-- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potential problem:
How I will remediate the roblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it i<s
established. Provide time and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev,4
JUN 0 3 20IG
•C .
Page 1 of 4

19

Permit Number:
(to he provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog; the pipe. Dispose of the
Swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Re .grade the Swale if necessary to
Swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
malting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. if pesticide is used, wipe it on
the plants rather than s ra yin .
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying,
The main treatment. area
Sediment has accumulaled to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
I ` JC .1. .1�O
Form SW401-Wet Detention Basin O&M-Rev.4 J U N p 3 Z p 1 p Page 2 of 4

• 4r,
'�.

Permit. Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem;
How I will remediate theproblem:
The embankment
Shrubs have started to .grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs,
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
? The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 6.2 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 4.2 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation 15.2
Sediment Removal , 11 Pc a Pool
- - - - - - - - - - - - - - - Volume Sediment Removal Elevation 9 Volume
Bottom Elevatio 10 R Min.
---------------------------- --------------- ------
Sediment Bottom Elevation 8 1-fl4n.
Storage Sediment
Storage
FOREBAY MAIN POND
JUN 4 3 2010
Form SW401-Wct Detention Basin O&M-Rev.4
Page 3 of 4

! r
� .
�f
1 � � � � � r
• � 1 � �
r � �
r i. r
�. .� - � � rep• �)�� i {/f •��� � . , r � _ � r �'. .
� it
'�. I r „ i i. Ili 1 ' 1 sir.; _i,.._—. .. .a - ri
.' '
{ • R .

Permit Number:
M
(to be provided by DR,Q)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:FY09 French Creek BEQ P-1017 . P-1047
BMP drainage area number:
Print name; y 1 & kc�
Title: '3c,ou3^} 9,Aollu L'Jo,, ks 0.4 i c.e�
Address: gld, I005 2oaz� C.L,p Lcjej,n,. 1,4C_ 28Sk}
Phone: (910) 4V ` ZZ 1
Signature:
Date: &
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, A ,��k�� , a Notary Public for the State of
l vJ•f� �,�i� ��N , County of do hereby certify that
personally appeared before me this ,S'
day of �/v , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements_ Witness my hand and official
seal, f
ALICE A BONNETTE
Notary Public
Onslow County
State of North Carolina
My Cammlulan EOIM Oct 23, 2010
SEAL
My commission expires
Form SW401-Wet Detention Basin O&M-Rev.4
I :, E I V t_-- ]f7
J U N 0 3 2010 Page 4 of 4

WA Coww!?zlou Exb1tor Oct 33' 3010
2;a1e 01 HOLJ a CatOIIUO
outlom Cvfiu;A
mototA bnptic
VfICE V BOVIVEIIE
't,

Permit Number: ��"` JY/GJC7 /
(to be provider! fiv DWQ)
Drainage Area Number: Q
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided
This system (check one):
does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a IForebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- if the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
t7, ound cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4
CD

Permit Numbcr:
(10 he provided h_v DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
Swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged
Erosion is occurring in the
Regrade the Swale if necessary to
Swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth,
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 JU, Page 2 of 4

Permit Number:
(Io he provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 5.65 feet in the main pond, the
sediment shall be removed.
When the permanent pooldepth reads _4.65 (both forebays)_ feet in the forebay,
the sediment shall be removed.
BASIN DIAGRAM
(Jill in the blanks)
0 Pemianent Pool Elevation 10.65
Sediment Remova\W�, Pe ano\Pool
------------ -- VolumSediment Removal Elevation 513ottom
Ele-ft Min.
------------------------------------------Sedime
Bottom Elevation 4
l-ft n.
Storage
Sediment
Storage
FOREBAY
Form SW40I-Wet Detention Basin O&M-Rev.4
MAIN POND
jUL 2 S
Page 3 of 4

Permit Number:
Oo be Provided hY DJVQ)
I acknowledge and agree by my signature below that I am responsible for the
perforinance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:FY09_French _Creek BEQ P-1017P-_1047
BA4P drailMge area number:B
Print name:Carl Baker
Title:Deputy Public Works Officer T
Address:Bld.g. 1005 Michael Rd., Camp Lejeune NC 28547-2521
Phone:
Signatt
Date: q— 91-1 I
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
County of O11i/i , do hereby certify that
personally appeared before me this o'er
day of L/ �/ , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, 14 /' � —
ALICE A. BONNET
Notary Public
Onalow County
State of North Care
SEAL
My commission expiresram' 464_v1
Form SW40I-Wet Detention Basin O&M-Rev.4
,lUL 2 S 2011
Page 4 of 4

0

Permit Numt�� (� L O
(to be proded by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
l will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW40 L-Wet Detention Basin O&M-Rev.4
RECEIVED
JAN 2 4 Z011
Page I of 4

BMP element:
The inlet device: pipe or
Swale
The forebay
The vegetated shelf
The main treatment area
Permit NumberSuo L)aa
(to be provided by DJFQ)
Drainage Area Number:
Potentialproblem:
The pipe is clogged.
The pipe is cracked or
otherwise damaged.
Erosion is occurring in the
Swale.
Sediment has accumulated to
a depth greater than the
original design depth for
sediment storage.
Erosion has occurred
Weeds are present.
Best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
dying.
Weeds are present.
Sediment has accumulated to
a depth greater than the
original design sediment
storage depth.
Algal growth covers over
50% of the area.
Cattails, phragmites or other
invasive plants cover 50% of
the basin surface.
Form SW40I-Wet Detention Basin O&M-Rev,4
How I will remediate the probl
Unclog the pipe. Dispose of the
sediment off -site.
Replace the pipe.
Regrade the Swale if necessary to
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
Prune according to best professional
practices
Determine the source of the
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Consult a professional to remove
and control the algal growth.
Remove the plants by wiping them
with pesticide (do not spray).
4AN 24 2�11
�r.
Page 2 of 4

Permit Numbe,-),D V Q),Q�
(to be provided by D"IQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment. '
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 5.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 4.5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom Elevatio
g-----------------
1
FOREBAY
BASIN DIAGRAM
ill in the blanks)
1 Volume'
ft Min.
Sediment
Storage
Form SW401-We[ Detention Basin O&M-Rev.4
Permancnl Pool Elevation 12.5
Pool
1------Sediment Removal Elevation 7_____________ Volume
Bottom Elevation 6
MAIN PONE)
RECEIVED
JAN 2 4 2011 Page 3 of 4
1-ft n.
Sediment
Storage

Permit Number5t'131� (t) OlV l
(to be provided by DRIQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: FY09 FRENCH CREEK Birch Street and Gonzalez Blvd Extension
BMP drainage area number:
Print name:Carl Baker
Title -Deputy Public Works Officer
Address:Bldy. 1005 Michael Rd. Camp Lejeune, NC 28547
P
S
Date: II — 4 —10
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
i,--Z,� a Notary Public for the State of
d �> �. �.4 County of ez J,4;j , do hereby certify that
�i personally appeared before me this
day of /UNz_- i0 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
ALICE A. BONNE
Notary Publie
�nslow County
S ate of North C0 issi n EX iresr�_ 2/. ;,
SEAL
My commission expires 3 CU/f
Form SW40I-Wet Detention Basin O&M-Rev.4 BAN 2 4 2011
__."".
L_j
Page 4 of 4

1
.v.n vric.-

Permit Number:/
(to he provided by UWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW40I-Wet Detention Basin O&M-Rev.4
f
DEC 0 1 2011
Page l o 1' 4

Permit Number:
(to he provided b_v UWO)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
Swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the Swale if necessary to
Swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area,
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
DEC 0 l ZOII
Form SW401-Wet Detention Basin O&M-Rev.4
Page 2 of 4

Permit Number:
Id
(to be pro vided by DWQ)
Drainage Area Number: D._.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 5.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 4.5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom Ele
BASIN DIAGRAM
(fill in the blanks)
8 I Pe manen\
--------------- ♦-- Volume
7 V ft Min.
ediment
Storage
<+OREBAY
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 12.5
Pool
-----Sediment Removal Elevation 7 Volume
-------:-------------- ------
Bottom Elevation 6 1-ft n.
Sediment
Storage
MAIN POND
DEC Q 1 2011
Page 3 of 4

Permit Number:
(to he provided by, DlVQ)
I acknowledge and agree by my signature below that i am responsible for the
performance of the maintenance procedures listed above. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: French Creek BEQ P-1017 & 1047 (SW8 100201)
WVP drainage area number:D
Print name:Carl Baker
"fitle:Deputy Public Works Officer
Address:BI-DG 1005 MICHAEL ROAD MCB CAMP LEJEUNE NC 28547
Phon{
Signa
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
Q('�`�l y�(k`, County of On 51 a\ , do hereby certify that
C&r l Gcx i 'e'f personally appeared before me this EL
day of I � OVe vy-'�C'r I , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
sea],
[SYLVIA NORRIS
NOTARY PUBLIC
ONSLOW COUNTY
My COMMISSION EXPIRES 3
SEAL
My commission expires_ir�
DEC 0 1 2011
�T.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

.�_.� . ,.b.w � .
'i� '&
y,"����
R

u
WET DETENTION POND ANALYSIS - ALL RULES
FILE NAME:
S:IWQSISTORMWATER4EXCELSPREADSHEETSIPOND1100201
PROJECT#: SWB
1100201
REVIEWER:
c, baker
Initial Run Date
12/9/2011
PROJECT NAME:
French Creek BEQ P-1017 & P1047 Pond A
Last modified
09-Dec-11
Receiving Stream:
tCagdels Creek
Class:
SC;NSW
Drainage Basin:
Wj_ hite Oak
Within 1/2 mile SA?
Index No.
119-23 I
Site Area 38.62 acres
ODrainage Area 569142,00 square feet DA Area 13.07 acres
Rules- "2008" or "Ph2" 2008
IMPERVIOUS AREAS - BUA Runoff C
Buildings 59221.00 square feet 1
Street 247093.00 square feet 0,96
SW 16218.00 square feet 0,95
Future square feet 0.95
Offsite square feet 0.95
Other 11326.00 square feet 0.95
'BUA at dill. DSO square feet 0.95
TOTAL 33385$.00 square feet
SURFACE AREA CALCULATION (with added DA and BUA at different design storm)
Overall % Impervious 58.66% SA/DA Ratio 4.19%
Average Design Depth 5 feet Req. SA 23863 sf
TSS, 85 or 90: 90 % Prov. SA 27880 sf
TEMPORARY POOL AND FOREBAY VOLUME
CALCULATIONS
New BUA
01d BUA
569147.00
sf
Drainage Aream
333858,00
0,00
sf
BUA
0.578
#DIV/0!
unitless
Post development Rv=
inches
Old BUA Design Storm
0
Old BUA Design Votume
41116
1.5" New BUA Design Storm Volume
1 yr. 24 hour precipitation depth (inches)
3.80
from NOAA chart
Predevelopment Rv value
0.05
Use 0.05 if no existing BUA
1 yr. 24 hr. Pre -development volume
9011
cubic feet
1 yr. 24 hr. Post -development volume
104161
cubic feet
2008 Design Volume 41116
cubic feet
Phase 2 Design Volume 41116
cubic feet
Required Volume
Top of Sediment
Bottom of Shelf
Permanent Pool
Top of Shelf
Temporary Pool
Volume met at elev
Vol. Prov. at TP
1 41116 1
I Area, sf I Inc. volume I Acc, volume I
14.70 m51... , .. , , , , 24694.00 113085.1:
15.20 msl......... 27880.00 13143.50
15.70 msl.......... 42746.00 17656.50
16.30 msl......... 44645,00 26217.30
16.93 msl FOREBAY
43873.80 of Perm. Pool Volume=
Req. Forebay Volume=
Provided Volume=
Percent=
feet = 5.05 Max Pump HP
113065.15
126228.65
143885.15
170102,45
126229
25246
25224.00
20.0%
112
ORIFICE CALCULATION
Average Head
Flow Q2, cfs
Flow Q5, cfs
No. of Orifices
Diameter, inches
Drawdown =
1 yr 24 hr intensity, in/hr
Runoff Coefficient
1 yr 24 hr peak Q
Orifice flow<lyr24hr ?
feet Q2 Area = 12.62
cfs Q5 Area = 5.05
cfs Orifice Area = 9.62
Avg. Flow Q= 0.181
or weir H x W in x
days '# of end contractions, N =
NOAA chart [fit discharge coefficient, C 13.30
unitless Effective weir length, L =
cfs
sq. inches
sq. inches
sq. inches
cfs
0.32
0.238
0.095
1
3,50
2.6
0.16
0.68
0.00
1.42
YES -OK

WET DETENTION POND ANALYSIS - ALL RULES
FILE NAME: S:IWQShSTORMWATERIEXCELSPREADSHEETSIPONDt100201
PROJECT #: SW8 1100201 1 REVIEWER: c. baker
Initial Run Date 1121912011
PROJECT NAME: IFrench Creek BEQ P-1017 & P1047 Pond B 1 Last modified 09-Dec-11
Receiving Stream: iCogdels Creek
Drainage Basin: ,White Oak
Class:
Within 112 mile SA?
Index No.
Site Area 38,62 acres
ODrainage Area 287496.00 square feet DA Area 6.60 acres
Rules- "2008" or 'Ph2" 2008
IMPERVIOUS AREAS - BUA Runoff C
Buildings square feet 1
Street 86267.00 square feet 0.98
SW 23589.00 square feet 0,95
Future square feet 0,95
Offsite square feet 0,95
Other 30000.00 square feet 0,95
BUA at diff. DSm square feet 0,95
TOTAL 13� 9856.O6souare feet
SURFACE AREA CALCULATION (with added DA and BUA at different design storm)
Overall % Impervious
48.65%
SA/DA Ratio 4,19%
Average Design Depth
4
feet
Req. SA 12051 sf
TSS, 85 or 90:
90
%
Prov. SA 13976 sf
TEMPORARY POOL. AND FOREBAY VOLUME
Drainage Area®
BUA
Post development Rv=
Old BUA Design Storm
Old BUA Design Volume
1.5" New BUA Design Storm Volume
1 yr. 24 hour precipitation depth (inches)
Predevelapment Rv value
1 yr. 24 hr. Predevelapment volume
1 yr. 24 hr. Post -development volume
CALCULATIONS
Old BUA
sf
0.00 sf
#DIV/O! unitless
inches
0
from NOAA chart
Use 0.05 if no existing BUA
cubic feet
cubic feet
New BUA
287496.00
139856.00
0.488
17531
3.80
0,05
4552
44411
2008 Design Volume 17531 cubic feet
Phase 2 Design Volume
17531
cubic feet
Required Volume
17531
of
Area, sf
Inc. volume
Acc. volume
Top of Sediment
5.00
msl .........
5141.00
0.00
0.00
Bottom of Shelf
10.15
msl..........
11573,00
43038.55
43038.55
Permanent Pool
10.65
msl.........
13976.00
6387.25
49425.80
Top of Shelf
11.15
msl..........
16536.00
7628.00
57053.80
Temporary Pool
11.70
msl.........
23424.00
10989.00
68042.80
Volume met at elev
12.33
msl
FOREBAY
Vol. Prov. at TP
18617.00
cf
Perm, Pool Volume=
49426
Req. Forebay Volume=
9885
Provided Volume=
10120,00
Percent=
20.5%
Calculated Average Depth, feet
14.18
IMax Pump HP
1/6
ORIFICE CALCULATION
Average Head
Flow Q2, cfs
Flow 05, cfs
No. of Orifices
Diameter, inches
Drawdown =
1 yr 24 hr intensity, in/hr
Runoff Coefficient
1 yr 24 hr peak Ct
Orifice flow<1yr24hr?
feet 02 Area = 5.34
cfs Q5 Area = 2.14
cfs Orifice Area = 3.14
Avg. Flow Q= 0.060
orweir H x W in x
days V of end contractions, N =
NOAA chart @t discharge coefficient, C
unittess Effective weir length, L =
cfs
sq. inches
sq. inches
sq, inches
cfs
0.32
0.101
0.041
1
2.00
3.4
0.16
13.30
0.60
0.00
0.63
YES -OK

WET DETENTION POND ANALYSIS -ALL RULES
FILE NAME: S:IWQSISTORMWATERIEXCELSPREADSHEETSIPOND1100201
PROJECT #: SW8 1100201 1 REVIEWER: c. baker
Initial Run Date 1219l2011
PROJECT NAME: French Creek BE;Q P-1017 & P1047 Pond C Last modified 19-Dec-11
Receiving Stream: Co dels Creek Class: SC'NSW
Drainage Basin; 1White Oak Within 112 mile SA?
Index No. 119.23 I
Site Area 38.62 acres
mDrainage Area 680697.00 square feet DA Area 15.63 acres
Rules- "2008" or "PhT 2008
IMPERVIOUS AREAS - BUA Runoff C
Buildings square feet 1
Street 92094.00 square feet 0.98
SW 23277.00 square feet 0.95
Future square feet 1:()"9S
s
Offsite square feet 95
Other square feet 95
BUA at dill. DSO square feet 9
TOTAL 115371.00 square feet
SURFACE AREA CALCULATION (with added DA and BUA at different design storm)
Overall % Impervious 16.95% SA/DA Ratio 1.49%
Average Design Depth 4 feet Req. SA 10176 sf
TSS, 85 or 90: 1 90 % Prov. SA 13753 Isf
TEMPORARY POOL AND FOREBAY VOLUME CALCULATIONS
New BUA
Old BUA
Drainage Area®
680697.00
sf
BUA
115371.00
0.00 sf
Post development Rv=
0.203
#DIV101 unitless
Old BUA Design Storm
inches
Old BUA Design Volume
0
1.5" New BUA Design Storm Volume
17234
1 yr. 24 hour precipitation depth (inches)
3.80
from NOAA chart
Predevelopment Rv value
0.05
Use 0.05 if no existing BUA
1 yr. 24 hr. Pre -development volume
10778
cubic feet
1 yr. 24 hr. Post -development volume
7­43659­7
cubic feet
2008 Design Volume 17234
cubic feet
Phase 2 Design Volume
17234
cubic feet
Required Volume
17234
cf
Area, sf Inc. volume
Acc, volume
Top of Sediment
7.00
mist .........
3241.00 0.00
0.00
Bottom of Shelf
12,00
msl..........
7190.00 26077.50
26077.50
Permanent Pool
12,50
mist.........
13753.00 5235.75
31313.25
Top of Shelf
13,00
msl..........
16135.00 7472.00
38785,25
Temporary Pool
13.60
msl.........
17032.00 9960.10
48735.35
Volume met at elev
14.41
mist
FOREBAY
Vol. Prov. at TP 17422.10
cf
Perm. Pool Volume=
31313
Req. Forebay Volume=
6263
Provided Volume=
5440.00
Percent=
17.4%
Calculated Average Depth, feet= 4.01
Max Pump HP
118
ORIFICE CALCULATION
Average Head
Flow Q2, cfs
Flow Q5, cfs
No. of Orifices
Diameter, inches
Drawdown =
1 yr 24 hr intensity, in/hr
Runoff Coefficient
1 yr 24 hr peak Q
Orifice flow<1 yr24hr ?
feet Q2 Area = 5.10
cfs Q5 Area = 2.04
cfs Orifice Area = 2.41
Av . Flow Q= 0.047
orweir H x W in x
days # of end contractions, N =
NOAA chart @i discharge coefficient, C =
unitless Effective weir length, L =
cfs
sq. inches
sq. inches
sq. inches
cfs
0.34
0.100
0.040
1
1.75
4.2
0.16
3.30
0.37
0.00
0.93
YES -OK

WET DETENTION POND ANALYSIS -ALL RULES
FILE NAME: S:IWQSISTORMWATERIEXCELSPREADSHEETSIPOND1100201
PROJECT #: SWB 1100201 REVIEWER: c. baker
Initial Run Date 12/9/2011
PROJECT NAME: French Creek BEQ P-1017 & P1047 Pond D Last modified 09-Dec-11
Receiving Stream: 1Cogdels Creek
Drainage Basin: LWhite Oak
Class: ISC;N;
Within 112 mile SA? C
Index No. 119-23
Site Area 38.62 acres
ODrainage Area 333366.00 square feet DA Area 7.65 lacres
Rules- "2008" or "Ph2" 2008
IMPERVIOUS AREAS - BUA Runoff C
Buildings 103806.00 square feet 1
Street 40532.00 square feet 0.98
SW 11120.00 square feet 0.95
Future 9500.00 square feet 0,95
Offsite 10080.00 square feet 0.95
Other square feet 0,95
BUA at dill. DSO square feet 0,95
TOTAL 175038.00 square feet
SURFACE AREA CALCULATION (with added DA and BUA at different design storm)
Overall % Impervious 52.51%
Average Design Depth 4 feet
TSS, 85 or 90: 90 %
TEMPORARY POOL AND FOREBAY VOLUME
Drainage Area®
BUA
Post development Rv=
Old BUA Design Storm
Old BUA Design Volume
1.5" New BUA Design Storm Volume
1 yr. 24 hour precipitation depth (inches) Predevelopment Rvvalue 1 yr. 24 hr. Pre-devetopment volume 1 yr. 24 hr. Post -development volume
2008 Design Volume 21775
Phase 2 Design Volume 21775
CALCULATII
New BUA
333366.W
175038.05
0.523
r3.80
cubic feet
cubic feet
SAIDA Ratio 4.559/6
Req. SA 15170 sf
Prov. SA 15208 sf
IS
sf
sf
unitless
inches
Old BUA
0.00
#DIVIO!
0
from NOAA chart
Use 0.05 if no existing BUA
cubic feet
cubic feet
Required Volume
Top of Sediment
Bottom of Shelf
Permanent Pool
Top of Shelf
Temporary Pool
Volume met at elev
Vol. Prov, at TP
21775
7.00
12.00
12.50
13.00
13.70
14.38
22393-96
cf
msl .........
msl..........
msl.........
msl..........
msl.........
msl
cf
Area, sf
Inc. volume
Acc, volume
6336.00
0.00
0,00
13661.00
49992.50
49992.50
15208.00
7217.25
57209.75
18778.00
8496.50
65706.25
20929,00
13897.45
79603.70
FOREBAY
Perm. Pool Volume=
Req. Forebay Volume=
Provided Volume=
Percent=
Max Pumo HP
57210
11442
11361.00
19.9%
Calculated Average D@nth. feet= 14.13
1/6
ORIFICE CALCULATION
Average Head
0.37
feet
Q2 Area = 6.24
sq. inches
Flow Q2, cfs
0.126
cfs
Q5 Area = 2.49
sq. inches
Flow 05, cfs
0.050
cfs
Orifice Area = 4.91
sq. inches
No. of Orifices
1
Av . Flow Q= 0.099
cfs
Diameter, inches
2.50
or weir H x W
in x
Drawdown =
2.5
days
# of end contractions, N =
1 yr 24 hr intensity, in/hr
0,16
NOAA chart @t
discharge coefficient, C =
3.31
10,00
Runoff Coefficient
0.64
unitless
Effective weir length, L
1 yr 24 hr peak Q 0.78
cfs
Orifice flow<1 yr24hr ?
YES -OK

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
September 30, 2020
NORTH CAROLINA
Environmental Quality
Commanding Officer
MCB Camp Lejeune
c/o Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28542
Subject: Approved Plan Revision
FY09 French Creek BEQ P-1017 P-1047 off Sneads Ferry Road
Stormwater Permit No. SW8 100201
Onslow County
Dear Mr. Paul:
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal
Application for the subject project on. The Division is hereby notifying you that permit SW8 100201 has been
renewed on September 30, 2020, and shall be effective until June 11, 2028. For your records, please find
enclosed a renewed, updated, and re -issued permit and a copy of the renewal application. Please keep this permit
on file at all times. Please note that the renewed, updated, and re -issued permit does not impose new or different
terms; it merely restates some of the previous terms to provide you with a better understanding of your obligations
under the permit.
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with
the terms and conditions of this state Stormwater permit. The plans originally approved on June 11, 2010, and
most recently on February 16, 2017, will remain in full force and effect in accordance with the regulations set
forth in Title 15A NCACJ2H.1000.
This permit is 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, procedures for changes of 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 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 adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The
written 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. 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 919t31-3000, 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, need additional copies of the permit or approved plans, please contact Daniel Sams in
the Wilmington Regional Office, at [phone] or [e-mail].
Sincerely,
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C — Permitting History
Renewal Application Documents
DES/dan:111S1ormwatcrlPermits & Pro iects,20101,100201 HD12020 09 permit 100201
ce. Wilmington Regional Office Stormwater File
North Carolina Department of Environmental Quality 1 Division of Energy. Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 25405
NQ� CJWOV.1M

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
USMCB — Camp Lejeune
French Creek BEQ P-1017 and P-1047
Sneads Ferry Road, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of four (4) wet detention ponds 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 Energy, Mineral and Land Resources (DEMLR) and considered a part of this
permit.
This permit shall be effective from the date of issuance until June 11, 2028, 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 of this permit. The stormwater controls labeled DA-A, DA-B, DA-
C, and DA-D have been designed to handle the runoff from 333,858, 139,856, 115371,
and 175,038 square feet of built -upon area, respectively.
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. The tract will be limited to the amount of built -upon area indicated in this permit, and per
approved plans. The built -upon area for the future development is limited to Osf DA-A,
16,326sf in DA-B, Osf in DA-C, and 9,500sf in DA-D.
5. 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 such required easements, in accordance with the approved plans.
6. 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.

State Stormwater Management Systems
Permit No. SW8 100201
7. The following design criteria have been provided in the wet detention ponds and must be
maintained at design condition:
Pond A
Pond B
Pond C
Pond D
a.
Drainage Area, acres:
Onsite, ft2:
Offsite, ft2
13.07
569,142
None
6.6
287,469
None
15.63
680,697
None
7.65
333,366
None
b.
Total Impervious Surfaces, ft2:
Onsite, ft2:
Offsite, ft2
333,858
333,858
None
139,856
139,856
None
115,371
115,371
None
175,038
175,038
None
C.
Design Storm, inches:
1.5
1.5
1.5
1.5
d.
Average Pond Design Depth, feet:
5
4
4
4
e.
TSS removal efficiency:
90
90
90
90
f.
Permanent Pool Elevation, FMSL
15.2
10.65
12.5
12.5
g.
Permanent Pool Surface Area, ft2:
27,880
13,976
13,753
15,208
h.
Permitted Storage Volume, ft3:
43,871
18,613
29,982
22,394
i.
Temporary Storage Elevation, FMSL:
16.3
11.7
j 13.6
13.7
Pre-dev. 1 r-24 hr. discharge rate, cfs:
16.36
0.86
15.69
11.97
k.
Controlling Orifice, in:
3.5
2
1.75
2.5
I.
Orifice flowrate, cfs:
0.19
0.06
0.05
0.1
M.
Permitted Forebay Volume, ft3:
25,224
10,120
5,440
11,361
n.
Fountain Horsepower
1/2
1/6
1/8
116
o.
Receiving Stream/River Basin:
Co dels Creek 1 White Oak
p.
Stream Index Number:
19 - 23
Classification of Water Body:
SC;NSW
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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall, at all times, provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The signed and
approved Operation and Maintenance Agreement must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of 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.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEMLR. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. 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.
Page 2 of 4

State Stormwater Management Systems
Permit No. SW8 100201
6. The facilities shall be constructed, operated and maintained in accordance with the
provisions of this permit, the approved plans and specifications, and the supporting
documents attached to this permit and on file with the Division.
7. Decorative spray fountains 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 ponds A, B, C, and D are 112, 116, 118, and
116 horsepower, respectively.
8. 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.
9. Access to the stormwater facilities for inspection and maintenance shall be maintained via
appropriate recorded easements at all times.
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.
11. Prior to the construction of any permitted future areas shown on the approved plans, the
permittee shall submit final site layout and grading plans to the Division for approval.
12. 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.
13. Approved plans 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.
Ill. GENERAL CONDITIONS
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 in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the
stormwater permit.
2. 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 of
Energy, Mineral and band Resources at least 60 days prior to any one or more of the following
events:
Page 3 of 4

State Stormwater Management Systems
Permit No. SW8 100201
a. An ownership change including the sale or conveyance of the project area in whole or in
part, except in the case of an individual lot sale that is made subject to the recorded deed
restrictions-
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, subject to the requirements of Session Law 2013-121;
e. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-01(e) and NCGS
57D-6-07;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
3. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the DEMLR, 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.
6. The permittee grants DEQ 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. Any individual or entity found to be in noncompliance with the provisions of this stormwater
management permit or the requirements of the Stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
10. The permittee is responsible for compliance with all permit conditions until such time as DEMLR
approves the transfer request. Neither the sale of the project, in whole or in part, nor conveyance
of common area to a third party constitutes an approved transfer of the stormwater permit.
11. The permittee shall submit a permit renewal request at least 180 days prior to the expiration date
of this permit. The renewal request must include the appropriate documentation and the
processing fee.
Permit renewed this the 30th day of September 2020,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Brian Wrenh DTrectof
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 4 of 4

OFMI H 11tiH (INI Y
Date Pece ved
Fee Paid
Permit Number
vao
r S- 11
ELL oao
NC DELI Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. Stale Stormwater Permit Number:
2. Project name:
3.
Project street address: XXX
City: MCB Camp -Lejeune_
ZIP: 28542
13V—_tk ?I ok-7 r 1-�, IcA
4. What, if any, changes have been made to the project as permitted? NIA
County: Onslow
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: httgs://deg.nc.gov/about/divisions/erergV-
mineral-land-resou rces/energy-mineral-land-rules/stormwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: htt s://de .nc. gv/about/divisions/ener -mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: MCB Camp Lejeune
2. Signing Official's Name: Neal Paul
3. Signing Official's Title: Deputy Public Works Division
4. Mailing Address: MCB Camp Lejeune 1005 Michael Rd.
City: MCB Camp Lejeune"State: NC
ZIP : 28547-2521
5. Street Address:
City:
6. Phone: [phone]
State: ZIP:
Email: [e-mail]
ECEIV t
S E P 14 2020
BY:
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

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C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
MCT 1. A permit application processing fee of $505.00 payable to NCDEQ.
MCT 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
MCT 3. One hard copy and one electronic copy of recorded documents required by the original permit that have
not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. if the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
MCT 4. O&M Agreements, Please select one:
® I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ 1 do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
MCT 5. Designer Certifications, Please select one:
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
MCT 6. [IF APPLICABLE) If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
7. [IF APPLICABLE) When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 1 SA NCAC 2H. 1043(3)(b).
httlDs://www.sosnc.gov/online services/search/by title/ Business Registration
E C a "`.. _
SEP 14 2020
BY•
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PER I E' C TIFICATION
I, the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SC o nershi Il information provided on this permit renewal application is, to the best of my
knowledge, rr nd com let .
Signature: Date:
NOT
I, {]`�cXa Notary Public for the State of
Va I- F
Coun y of do hereby certify
that personally appeared before me
this the .Q) day of 20��, and acknowledge the due
e, of Doing instrument. WitnesAny hand and official seal,
pTARy ��
(Nofdry Seal)
x _
Puso '
'O
Signat
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My'commlg ion expires �`7 l�.!'1't
SEP 14 2020
BY_
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

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Attachment C - Permitting History
French Creek BEQ P1017 and P1047
Permit No. SW8 100201
Approval
permit Action
BIMS
Description of the Changes
Date
Version
6/1 1/2010
OriginalApproval
L0
4 wet detention ponds subject to Session Law 2008-21 1
2/4/2011
Modification
1.1
BUA change
8/9/2011
Modification
1.2
IDecreased drainage area, increased BUA
12/20/201 1
Major
1.3
BUA change
Modification
2/16/2017
Major
1.4
Relocated drainage area and BUA in Area/Pond B
Modification
9/30/2020
Renewal
2.0
Extension of expiration date to 06/11/2028
Page 1 of 1

Central Files: APS _ SWP _
10/1/2020
Permit Number SW8100201
Program Category
State SW
Permit Type
State Stormwater
Primary Reviewer
dan.sams
Coastal SWRule
Coastal Stormwater - 2008
Permitted Flow
Facility
Facility Name
French Creek BEO P1017 and P1047
Location Address
Sneads Ferry Rd
Camp Lejeune NC 28547
Owner
Permit Tracking Slip
Status
Project Type
Active
Renewal with major mod
Version
Permit Classification
2.00
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Name Owner Type
Commanding Officer Marine Corps Base Camp Lejeune Government - Federal
Owner Affiliation
Robert A. Lowder
Post Ln Building 12 Rm 244
Dates/Events Camp Lejeune NC 28542
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
8/9/2011 9/14/2020 9/30/2020 9/30/2020 6/11/2028
Regulated Activities T Requested /Received Events
State Stormwater - HD - Detention Pond
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

Burd, Tina J
From: Surd, Tina J
Sent: Thursday, September 24, 2020 4:43 PM
To: Prendergast CIV Talia M
Subject: SW8 100201 - Mainside French Creek BEQ P1017 and P1047
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Renewal Application and $505.00 fee for the subject project on September 14, 2020. The
project has been assigned to Dan Sams and you will be notified if additional information is needed.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Emaii correspondence to and from this address is subject to the
North Carolina Public Records Law and naay be disclosed to third parties.
1

Application Completeness Review Checklist (Non -Transfers) - Short Version
1c�
Project Name: T((M;_"S.tti �iE't�y -3E~Z (PIal7 e\ f 147 Date Delivered to WIRO: I 26 Zv
Project County/Location: (j zN; `_P<� / rkr_ j MA I ,)5 f-,1 C-BIMS Received/Accepted Date:
Ruie(s): 1:12017 Coastal 2008 Coastal FT995 Coastal BIMS Acknowledged Date I:
Phase li ni Universal F-11988 Coastal
Permit Action: New
Major Mod / Minor Mod / ene
Permit Type: C ]D- LD / LID Overa9 / HD &LD Combo
General Permit / Offsite / Exempt / Rescission
Development Type: Commercial / Residential / Other
Subdivided?: Subdivision or �inpi I nt_�
Permittee Type & Documents Needed:
roperty Owner(s) Purchaser Lessee
' Viable? Viable? Viable?
Deed Purchase Agmt Lease
Not Subdivided: Deed
F—ISL;bdivision: Common Area Deed
Paperwork
®Application
f
New Permit #x :
ElExisting Permit #:fj
Expriation D2te3: ( 'Zo ZO
LJOffsite to SW8:
F-1Lpt is in Master Permit?
13PE Cert on File?
MHOA Developer
Viable? Viable?
Election Minutes
� $ ©Fee: 505 (within 6mo) Check##(s): RL:AZ_x,a E]No Fee
OSupplement2 (1 new form or for older forms: 1 original per 5CM)
FIO&M2
Soils Report (Infil or PP)
EJCalculations (signed/sealed)
Deed Restrictions, if subdivided'
Project Narrative
FlUSGS Map (or on file?) Subject to SA?: Y / N Subject to ORW?: Y / N
Plans (2 Sets)
FTE Certification
Electronic Copies
Easements, Recorded (2017 Rules)
NOTES:
'Enter BIMS Acknowledged Date on this Sheet
'For New Projects -Enter New Permit # on Supplements & Deed Restiction Templates.
3If w/in 6 months and they are requesting a mod, STOP. Needs a renewal first.
EMAILED ENGINEER DATE: Comments:
REVIEWER NAME:
G:WQ%Reference Library\Procedures\C.�ecklists\Completeness Review CheOdist_202001 31

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