SW8070708_CURRENT PERMIT_20200917

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 o7D-7a
DOC TYPE
�g CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
ZoZo oR / 7
YYYYMMDD

11 t 6 d °
-011 ICF IJSE`QNLY.
r.:rr1' Fi°,.[iE. ,�.� _ �.
Date Received
Fee Paid
Permit Number
o
000 DZE 92
707O8
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
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Atlantic Marine Corps Communities, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Dale Connor, Actus Lend Lease
3. Mailing Address for person listed in item 2 above:
1801 West End Avenue, Suite 1700
City: Nashville
Telephone Number: ( 615 } 324-8827
State: TN
Zip: 37212
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Knox Cove
5. Location of Project (street address):
Knox Road
City: Camp Lejeune County: Onslow
6. Directions to project (from nearest major intersection):
Turn right off of US-17 onto Tarawa Boulevard. Turn right onto Bougainville Drive and
continue to Camp Knox Road. Arrive at site.
7. Latitude: 34°44'21" N Longitude: 77°23123" W of project
8. Contact person who can answer questions about the project:
Tone Davis PE 615 385-4144
Name: Telephone Number: ( )
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New
Renewal Modification
Form SWU-101 Version3.99 Page 1 of

2. If this application Is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4, Additional Project Requirements (check applicable blanks):
_CAMA Major Sedimentation/Erosion Control _404/401 Permit __XNPDES Stormwater
(General Construction)
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1, In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project,
-Subsurface drainage will route storm water runoff to a we on with
runoff from the 1-inch storm in order to settle out suspended solids.
2. Stormwater runoff from this project drains to the
3. Total Project Area: 33.2+ acres
5. How many drainage areas does the project have?
White Oak
River basin.
4. Project Built Upon Area: 28.0 %
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Knox Cove Pond
]Basin Inforn�atiorii';sr��,�,,//�t�s
E'•lP�B.+t_�
1`.^ N.=ttA� DrairiageAiea�Ia7r+?�r;Drainage?Area��t;
.l. 5..-I 4L. !i
Receiving Stream Name
Scales Creek
Receiving Stream Class
C; HQW, NSW
Drainage Area
814,384 SF (18.70 ac)
Existing Impervious* Area
0 SF
Proposed Impervious*Area
% Impervious* Area (total)
47%
, .�'mPier Z�;�1'rea;lt�
vlous �Jttl lace Area tll S ..
14
�,,;
PI �ct r� V H :.M...6g. i 'w. f , :.✓Yf Y ,. Y
i ,} 1,�r,a,�iDrainage�Fli•ea�2w �;,�"�'1
;f i t=': �NiMR/ i i •i7 it fi', . Ur
On -site Buildings
223,400 SF (incl driveways/w
lkways)
On -site Streets
113,951 SF
_
On -site Parking
560 SF
On -site Sidewalks
30,192
Other on -site
14,236 SF incl trails/other mi
c. areas
Off -site
Total. 382,339 SF
Total:
Impervious area is defined as the built upon area including. but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

How was the off -site impervious area listed above derived?.
Not applicable
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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 State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 ot'4

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. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form :r-22-p—
• One copy of the applicable Supplement Form(s) for each SMP TM
• Permit application processing fee of $420 (payable to NCDENR) :1,11 ,
• Detailed narrative description of stormwater treatment/management :rm
• Two copies of plans and specifications, including: ::RIP-
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): homas J. Davis, PE Littlejohn Engineering Associates
Mailing Address:____ 1935 Twenty First Avenue South
City: Nashville State: TN Zip. 37212
Phone: ( 615 ) 385-4144 Fax: ( 615 ) 385-4020
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) 'DA,-e CoNly_ofZ
certify that the inform ' n included on this permit application form is, to the best of my knowledge, correct and
that the project will h co t .� ted in conformance with the approved plans, that the required deed restrictions
and protective cover is i l�l e recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000. ( ff
Signature:
Date: I + 1 01
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. T �,-\ V c)7o7d S
(to be provided by DTVQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stolmwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Knox Cove
Project Name:
Contact Person: Tom Davis Phone Number: ( 615) 385-4144
For projects with multiple basins, specify which basin this worksheet applies to: Knox Cove Pond
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
1.0 ft.
7.0 ft.
$.08 ft.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area26,417 sq. ft. (water surface area at the orifice elevation)
Drainage Area 18.70 ac. (on -site and off -site drainage to the basin)
Impervious Area 8.78 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 98,801 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 32,108 cu ft p ry (volume detained above the permanent pool)
Forebay Volume 22,893 cu. ft. (approximately 20% of total volume)
Other parameters
2.52
SA/DA I
(surface area to drainage area ratio from DWQ table)
Diameter of Orifice 2'S in. (2 to 5 day temporary pool draw -down required)
Design Rainfall I ill.
Design TSS Removal z 90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page I of 4

Footnotes:
t When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
11. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
: - __ d. The temporary pool draws down in 2 to 5 days.
�1/A e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
:;_FJ.
NIA k
NIA
A trash rack or similar device is provided for both the overflow and orifice.
A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
:I=2 m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
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) 0 does b does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does N does not incorporate pretreatment other than a forebay.
Norm SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
Inspect and repair the collection system (i.e. catch basins, piping, swaies, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
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 4.5 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.
BASIN DIAGRAM
(Jill in fhe blanks)
Permanent Pool Elevation 7.{l
Sediment Re oval El. �.5 75 %
....____________ __ Sediment Removal Elevation 2 ' 5 75%
BottomEle anon_ %----------__-____..__..-________.._______________ _______
Bottom Elevation l .0 25% /
FOREBAY
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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.
Print name: Dale Connor
Title: Executive Manager
Address: 1801 West End Avenue Suite I
Phone
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.
a Notary Public for the State of j p y ,y r\,-,jjo Q,
County of do hereby certify th t �)a q c _
personally appeared before me this �� day of , ��, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
x''�1'sSET7' y'I'lo, i
OP' STATE •.C,
=m TEN OESSEE •: �=
NOTARY -
PUBLICCO
ii//0►'*Ntt"0��
SEAL
My commission expires It
Form SWU-102 Rev 399 Page 4 of 4

WET DETENTION POND ANALYSIS
FILE NAME: S:IWQSISTORMWATERIEXCELSPREADS HEETSIPOND1070708.WK1
PROJECT #: SW8 ,070708 _ REVIEWER: C. Baker
PROJECT NAME: Knox Cove I DATE: 16-Jul-07
Receiving Stream
Drainage Basin:
Site Area
Drainage Area
iSc Ie-s Creek
White Oak
! 33.20 ',acres
814384.00 square feet
Class: SC;HQW,NSW
Index No. 19-16-4
Area in Acres 18.70
IMPERVIOUS AREAS
Rational C
Buildings
_
_ 2234d0.00 � square feet
Streets
' 113951.00, !square feet
Parking
f 560.00 square feet
Sidewalks
30192.00 square feet
Other Misc.
14236.00 square feet
square feet
square feet
TOTAL
382339.00
square feet Rational Cc= 0.11
SURFACE AREA CALCULATION
% IMPERVIOUS 46.95% SA/DA Ratio 2.52%
Des. Depth 6 Req. SA 20497 sf
TSS, 85 or 90: 90 Prov. SA 26417 sf
VOLUME CALCULATION * place a "1" in the box if Rational is used
Rational ?*
Des. Storm
1.00
inches
Rv=
0.473
Bottom
.1
msl
Perm. Pool
7.00
msl
Design Pool
8.08
msl
Storage met @elev 7.99 msl
Req. Volume
32069
cf
Vol. Prov. at DP
34871
cf
ORIFICE CALCULATI
FOREBAY
Perm, Pool Volume=
Req. Forebay Volume=
Provided Volume=
Percent=
Elevation
Area
7.00
26417.00 ry
9.00
38158.00
98801.
19760.2
22893.00
23.2%
Inc. Vol
64575.00
Acc. Vol.
0.00
64575.00
Avg. Head =
0.49
ft
Q2 Area =
7.95
sq. inches
Flow Q2, cfs
0.186
cfs
Q5 Area =
3.18
sq. inches
Flow Q5, cfs
0.074
cfs
Orifice Area
4.91
sq. inches
No. of Orifices
1
Q=
0.115
cfs
Diameter, inches
2.50
weir H x W
in
x
in
Drawdown =
3.2
days
Surface Area @DP =
32757 sq. ft.
Falling Head Drawdown =
4.3 days
C- 3.302527778
L= -0.098
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines.

Revised
Knox Cove Project Narrative
Current development plans for the Knox Cove neighborhood call for construction of 80
new housing units for soldiers and their families. Knox Cove is located west of the
Tarawa Terrace It neighborhood on Marine Corps Base Camp Lejeune, Onslow County.
The site presently exists as an undeveloped wooded area. Construction plans propose to
build 32 duplex buildings and 16 single family homes along with associated roads,
utilities, and other required infrastructure on a 32.0± acre site. Development on this site
will be limited to less than 30% impervious area. Subsurface storm drainage will route to
a wet detention basin meaning the project is high density. All runoff from the site drains
to Scales Creek, classified as SC; HQW, NSW in the White Oak River Basin by the
North Carolina Department of Environment and Natural Resources (NCDENR).
Sediment and Erosion Control for the construction phase of the project consists of silt
fence, rock check dams, and temporary sediment basins among other controls. Given the
relatively flat nature of the construction area, storm water runoff probably leaves the site
as sheet flow and not as erosive, channelized flow. Silt fence running along the perimeter
of the site treats sheet flow runoff. Off -site storm water runoff bypasses the site through
the creation of a flat-bottomed swale to the north of the proposed construction. The
swale is shown to be fortified by erosion control matting until vegetation can be
established. Temporary sediment basins prevent sediment from leaving the site by
allowing it to settle out in the basins. Storage volumes for the sediment basin sliall be a
minimum of 1800 cubic -feet per acre of land draining to the basin as required by
NCDENR.
A wet detention basin in the northwest corner of the site will provide water quality for the
first inch of runoff. The site has been graded to direct storm water runoff into inlets
throughout the site which will transport the water to the basin via subsurface pipes. The
basin has been designed per NCDENR requirements. The basin will have a depth of six
feet. A forebay will help the majority of sediment settle out before reaching the main
basin of the pond. The orifice at the pond outlet structure has been designed to draw
down the water quality volume between 2 to 5 days. The engineered wet detention basin
will serve to provide water quality for the first 1-inch of storm water runoff at the Knox
Cove project.

Knox Cove
Impervious Area Calculations
BuildingsJQriveWayslWalkways:
Buiidl Um.
A Units
Buildin AreafUnit
Total BUGdin Area
Orivewa Ar a!U '
Toral DrNew Area
Walkway ArealU_ nii
Toral Walkway Area
XI
6
5,100
30,600
1,150
6.900
110
660
XIII
26
3,700
96,200
1,450
37,700
90
2,340
XIV
14
1,900
26,600
950
13,300
60
840
XV
2
3.300
6,600
750
1,500
80
160
building Area = 160,000 SQ-F I
Driveway Area = 59,400 SO -FT
Walkway Area = 4,000 SQ-FT
Roads:
Name
width
Length (FT)
Area (SQ.-FT)
On -Street Parking
Road "A"
29
2,663
77,227
0
Road "B"
29
362
10.498
0
Road "C
29
584
16.936
560
Entry Road
-
-
8,150
0
Lift Station Road
1.140
0
Koad Areas =
113,951 SQ-FT
On -Street Parking =
560 SQ-FT
Sidewalks:
Length: 7,548 FT
Width: 4 FT
Sidewalk Area =
30,192 SQ-FT
Trails (Draining to Pond
Length: 1,996 FT
Width: 6 FT
Trail Area =
11,976 SQ-FT
Miscellaneous Impervious Areas (Draining to Pondl
Lift Station =
1860 SO -FT
Mailbox/Bus Stops =
400 SQ-FT
Pad Adj. to Trail =
0 SQ-FT
Miscellaneous Impervious Area =
2,260 SQ-FT
Knox Cove Impervious Area =
382,339 SQ-FT =
Pond Drainage Area =
Percent Impervious =
Trails (Not Draining to Pond):
Length: 3,136 FT
Width: 6 FT
Trail Area = 18,816 SQ-FT
Miscellaneous Impervious Areas (Not Draining to Pond):
Lift Station = 0 SQ-FT
Mailbox/Bus Stops = 0 SQ-FT
Pad Adj. to Trail = 100 SQ-FT
Miscellaneous Impervious Area = 100 SQ-FT
8.78 AC Total = _ _401,255 SQ-FT= 9.21 AC
18.70 AC Stormwater Project Area = 33.0 AC
47% Percent Impervious = 28%

Knox Cove Stage -Storage Tables
l of I
KNOX COVE POND STAGE -STORAGE TABLE
ELEVATION
(FT)
SURFACE AREAi
(SQ FT)
ELEV, VOLUME
(CU FT)
SUB -VOLUME
CU FT)
SURFACE AREA
(AC)
1.00
0
3,712
0.00
2.00
11,135
3,712
7,423
0.26
3.00
13,683
12,387
19,810
0.31
4.00
16,517
15,078
34,888
0.38
5.00
19,601
18,037
52,925
0.45
6.00
22,909
21,234
74159
0.53
7.00
26,417
24,642
98,801
0.61
$.00
32,100
29,212
1 128,013
0.74
9.00
38,158
35,085
163,099
0.88
Forebay Volume as a Percentage of Total Pond Volume = 23%
The following illustrates the stage -storage table broken down into forebay stage -storage
and main pond stage -storage
MAIN BASIN STAGE STORAGE TABLE
ELEVATION
FT)
SURFACE AREA
(SQ FT)
ELEV. VOLUM
CU FT)
SUB-VOLUM
CU FT
1.00
0
0
2.00
9,648
3,216
3,216
3.00
11,182
10,406
13,622
4.00
12,828
11,996
25,617
5.00
14,572
131691
39,306
6.00
16,415
15,484
54,792
7.00
18,359
17,378
72,170
FOREBAY STAGE -STORAGE TABLE
ELEVATIONJ
(FT)
SURFACE AREA
(SQ FT)
ELEV. VOLUM
(CU FT
SUB-VOLUM
CU FT)
1.00
0
0
2.00
1,487
496
496
3.00
2,501
1,972
2,468
4.00
3,689
3,076
5,544
5.00
5,029
4,342
9,885
6.00
6,494
5,746
15,631
7.00
8,058
7,262
22,893

Knox Cove Pond Calculations
Drainaae Area:
Off -Site Drainage Area = 0 AC
Drainage Area = 18.70 AC
Total Drainage Area = 18.70 AC
Off -Site Impervious Area = 0 AC
Impervious Area = 8,78 AC
Total Impervious Area = 8.78 AC
Percent Impervious = 47%
Permanent Pool Depth = 6-FT
Pond Surface Area:
SAIDA Ratio = 2.52 (From NC DENR BMP Manual SAIDA Ratios for Coastal Counties)
Surface Area Required = (2.52/100)*18.70 AC = 0.471 AC = 20,527 SQ-FT
Surface Area Provided = 26,417 SQ-FT
Volume to be Controlled:
Volume (V) = Design Rainfall A R_v ' Drainage Area
R v = 0.05+0.009'1 1 = Percent Impervious = 47
R_v = .473 IN/IN
Design Rainfall = 1-IN
V = (1-IN)' 0,473 IN/IN ` 1 FT/121N - 18.70 AC
V = 0.74 AC -FT
32,108 CU-FT
Drawdown Time Calculations:
Temporary Pool Depth: 1.08 FT
Average Head on Orifice: h = 0.54 FT
Orifice Equation = Q = C_d t A(2'g'h)^112
C d = 0.6
3-IN ORIFICE A = 0.049 SO -FT
Q = 0,17 CFS
VIQ = 184,862 SECONDS
- 2.14 DAYS
2.5-IN ORIFICE A = 0.034 SQ-FT
Q = 0.12 CFS
VIQ = 266,202 SECONDS
3.08 DAYS
2-IN ORIFICE A = 0.022 SQ-FT
Q 0.08 CFS
VIQ = 415,940 SECONDS
= 4.81 DAYS
Therefore a 2.5-IN Orifice will provide acceptable drawdown time.

WHITE OAK RIVER BASIN
Name of Stream
Subbasin
Stream Index Number
Map Number
Class
Northeast Creek
WOK02
19-16-{0.5)
H29SE4
SC;NSW
Northeast Creek
WOK02
19-16-(3.5)
I29NE1
SC;HQW,NSW
Northeast Creek
WOK02
19-16-(4.5)
I29NW3
SC;NSW
Northwest Prong Newport River
WOK03
21-2
H31SW5
C
Old Channel
WOK05
21-35-7-8-1
H33SE4
SA;ORW
Oyster Creek
WOK03
21-23
H32SWB
SA;HQW
Oyster Creek
WOK04
21-35-7-18
H33SW4
SA;ORW
Parrot Swamp
WOKO1
19-41-16-4
I30NW5
SA;HQW
Pasture Branch
WOKO1
19-41-16-2
I30NW1
SA;HQW
Pasture Creek
WOK04
21-35-7-10-7
H33SW3
SA;HQW
Peak Swamp
WOK03
21-3-4
H31SWB
C
Peltier Creek
WOK03
20-36-11
I31NE3
SB:4
Pettiford Creek
WOK01
20-29-1
I30NE3
SA;HQW
Pettiford Creek Bay
WOK01
20-29
I30NE1
SA;HQW
Pitts Creek (Hargetts Creek)
WOK01
20-21
H30SW9
SA;HQW
Point of Grass Creek
WOK05
21-35-7-1
H33NE8
SA;ORW
Poplar Creek
WOK02
19-16-2-3
H29SE7
C;NSW
Queen Creek
WOKO1
19-41-16
130NW1
SA;HQW
Rawson Creek
WOKOS
21-35-7-35
I33NW4
SA;ORW
Rocky Run
WOK02
19-16-2-2
I29NE2
C;NSW
Rogers Bay
WOK02
19-39-1
J29NW2
SA;HQW
Roosevelt Natural Area Swamp
WOK03
20-36-9.5-(1)
I31NE4
C;Sw,ORW
Roosevelt Natural Area Swamp
WOK03
20-36-9.5-(2)
I31NE4
SA;Sw,ORW
Russell Creek
WOK03
21-26
H32SW9
SA;HQW
Salliers Bay
WOK02
19-41-3
I29SE5
SA;HQW
Salters Creek
NEU14
21-35-7-10-2
H33NW9
SC
Salters Creek
WOK04
21-35-7-10-2
H33NW9
SC
Sanders Creek
WOK03
20-36-4-1
130NE3
SA;HQW
Sanders Creek
WOK03
20-36-6
I31NW4
SA;ORW
Sandy Branch
WOK03
20-36-7-1-1-1
131NW1
SA;HQW
Sandy Branch
WOK03
21-13
H31SEB
C
Sandy Run Branch
WOK02
19-10-1
H29SW9
SC;NSW
Saunders Creek
WOK01
19-41-12
130SW2
SA; HQW
Scales Creek
WOK02
19-�6-4-
H29SW9+
�"SC7HQW",NSW
School House Branch
WOK03
21-6
H31SE7
C
Schoolhouse Branch
WOK01
20-23-1
H30SE7
SA;HQW
Shacklefoot Channel
WOK01
19-41-9
130SW2
SA;HQW
Sheep Pen Creek
WOK05
21-35-7-6
H33SE4
SA;HQW
Sheep Pen Creek
WOKOS
21-35-7-32
I33NW4
SA;ORW
Shoe Branch
WOK03
21-6
H31SW6
C
Sikes Branch
WOK03
20-36-6-1-1
131NW4
SA;HQW
Sleepy Creek
WOK04
21-35-1-12-1
I32NE3
SA;HQW
Smiths Swamp
WOK03
21-9
H31SW9
C
Smiths Swamp Branch
WOK03
21-10
H31SE7
C
Smyrna Creek
WOK04
21-35-7-22-1
H33SW4
SA;HQW
Sneads Creek
WOK02
19-33-1
129SW3
SA;HQW
Snows Swamp Branch
WOK03
21-12
H31SE7
C
Socoe Creek
WOK02
19-9-2
H29SWB
SC;NSW
South Fork White Oak River
WOK01
20-3
H29NE7
C
South Leopard Creek
WOK04
21-35-1-7-3
H32SE8
SA;HQW
Southwest Creek
WOK02
19-17-(0.5)
H28SE4
C;NSW
Southwest Creek
WOK02
19-17-(6.5)
I29NW5
C;HQW,NSW
Southwest Prong Newport River
WOK03
21-3
H31SW8
C
Spit Bay
WOK04
21-35-7-21
H33SW7
SA;HQW
Page 6 of 8

LIMITED LIABILITY COMPANY
e•
ANNUAL REPORT
w
r�r
NAME DF LIIvIP1ED LIABFL.ITY COMPANY: Atlantic Marine Corps Communities LLC
FISCAL YEARENDING: Jane 30, 2005
SECRETARY OF STATE R.L.L_P. ID NUMBER: 0798883
NATURE OF BUSINESS: Real Estate
REGISTERED AGENT: C T Corporation Syllem
REGISTERED OFFICE MAILING ADDRESS: 11S Hillsborough Street
Raleigh, NC 27603
SOS1D: 0798883
Date Filed: 7/27/2006 2:55:01) PM
Elaine F. Marshall
North Carolina Secretary of State
2006 130 0046-
3-606-14551828
STATE OF INCORPORATION: DE
FEDERAL EMPLOYER ID NUIv®ER: 41-2182845
REGISTERED OFFICE STREET ADDRESS: 225 Hillsborough Street
Raleigh, NC 27603 Wake County
SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELEPHONE NUMBER: 615-324-8800
PRINCIPAL OFFICE MAILING ADDRESS: c% Actus Lend Lease LLC, 1801 West End Ave., Ste. 1700
Nashville, TN 37203
PRINCIPAL OFFICE STREET ADDRESS: do Actus Lend Lease LLC, 1801 West End Ave., Ste. 1700
Nashville, TN 37203
MANAGERS/N%NIBERS/ORGANT7>'~:R S :
Name: Name:
Name:
AMCC Managing Member LLC
Title: Tide:
Title:
Managing Member
Address: Address:
Address:
C/o Actus Lend Lease
City: City:
City:
1801 West End Ave., Ste. 1700, Nashville
state: zip: State: Zip:
State: • N
Zip: 37203
CERTIFICA ON OF ANNUALREPORTMUST BE COMPLETED BY ALL LMTED LIABIL PTY COMPANIES
<-
4 27%asp
i - -
FORM MUST BE SIGNED BY A MANAGERNEMBER
DATE
Edward R. Cook
V/P TaxBQvis- Lend Inc
TYPE OR PRINT NAME
TYPE OR PRINT TITLE See below
ANNUAL REPORT FEE: =0 MAIL TO: Semotary of Stata Corporations Division • Post Office Box 29525 • Raleigh NC 2762"525
Atlantic Marine Corps Communities LLC
By: AMCC Managing Member LLC, its
Managing Member
By: Actus Lend Lease Holdings LLC, its
Sole Member
By: Bovis Lend Lease Holdings, Ti
� Illllllllllll IIIIIIIIIIIIIIII
._..
Member
Ii�llllllllllllllllllllll

SOS I D: 798875
Date Filed: 8/22/2005 8:35:00 AM
Elaine F. Marshall
North Carolina Secretary of State
State of North Carolina C2005231 Oi1357
Department or the Secretary of State
APPLICATION FOUR CERTI[E'1CA,TE OF AUTHORITY
FOR I,IMiTF0 T,TARFI,TTY CONTPANY
Pursuant to §57C-7.04 of the General Statutes of North Carolina, the undersigned limited liability company hereby applies for o
Certificate of Authority to tramact business to the State of North Carolina, and for that purposo submits iho following;
1. The name of the limited liability company Actus Lend Lease LLC
and if the limited liability company name Is unavailable for use in the State of North Carolina, the name the limited
liability company wishes to use is
2. The sotto or country under whose laws the limited liability eotnnany was formed is: DelaWare
3. The date of formation was August 27, 1999 -its period of duration is: Perpetual
4. Principal office information: (Select either a or b)
A. 0 T1le llntited liability coiupany has a pr4icipal oflico.
The street address and county of the principal office of the limited liability company is:
Number and Street 1801 West End Ave„ Ste, 1700
City, State, zip Code NasnVllre, l N 3-1;?03 County 2.gVld.,g0n
The tnailing address, if'different from the street address, of the principal office of the corporation is:
b. ❑ The limited liability company dQos not have a principal office.
S. The stree nrlrtrm,% end onunty of the neglatered office In tho State of North Carolina is:
Number and Street 225 Hillsborough Street
City, Suite, Zip Code Raleigh, NC County Wake
6. The malting address, tf dITCrenrjrvrn the sweet address, of lire rerfstmcd office m trio 31atc of NorUr Carolina i6t
7. The name of the registered agent in the State of North Carolina is: CT Corporation System
CORPORATIONS DIVISION
P. 0. SOX 29622
RALEIGH, NC 27626-0622
(Rcvfsed Janua7y 2002) (Form L-09)

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
S. The names, titles, and usual business addrt=3 of the current raanage:rs of the limited liability company are:
(wt attachMent {fntcie.rrary)
Name RaTingyAddrass
Rasa Taylor 1801 West End Ave., Ste. 170U, Nashville, TN 37203
Tony Fond
Brad Soller
Cynthia 1. Webster authorized
ana to bg an
authorized zed signs orX for
the LLC
1001 West End Ave., Ste. 1700, Nashville, TN 37203
1801 West End Ave., Ste. 1700, Nashville, TN 37203
9. Attached is a oenificate of existenec (or document of similar Import), duly authtntwatcd by the secretary otstate or other official
having custody of limited liability company records in tho state or country of formation. The Certificate mast be
fefi thR!i_slx rncmtbs old. A. p&otgt•ony of the certification cannot be Accootatt,
10. if the limited liability company is required to use a fictitious name in orderto tmasaet business in this State, is copy of the
resolution of its managers adopting the fictitious name is attached.
11. This application will be oii'ective upon filing, unless a delayed daft andlor time is specified:
This; the 18day of August ._ , 2005
ActtmLend Lease LVC
tin tc /if Company
Jignafure qr Manager
Cynth E. Webster, Authorized Person
Type or Print Name
Authorized to sign in accordance with NCGS 57C13124.
Notes;
1. Filing fee is S250. This document must be filed with the Soaretsty of State.
CORPORATIONS DIVISION
(Revised January 2002)
P. O. BOX 29622
RALEIGH, NC 27626-0622
(Form L-09)

DeCaware PAGE 1
The First State
I, HARRIET SMITH WINDSOR, SECRETARY OF STATE OF THE STATE OF
DELAWARE, DO HEREBY CERTIFY "ACTUS LEND LEASE LLC" IS DULY
FORMED UNDER THE LAWS OF THE STATE OF DELAWARE AND IS IN GOOD
STANDING AND HAS A LEGAL EXISTENCE SO FAR AS THE RECORDS OF THIS
OFFICE SHOW, AS OF THE EIGHTEENTH DAY OF AUGUST, A.D. 2005.
AND I DO HEREBY FURTHER CERTIFY THAT THE SAID "ACTUS LEND
LEASE LLC" WAS FORMED ON THE TWENTY-SEVENTH DAY OF AUGUST, A.D.
1999.
AND I DO HEREBY FURTHER CERTIFY THAT THE ANNUAL TAXES HAVE
BEEN PAID TO DATE.
3089297 8300
Harriet Smith Windsor, Secretary of State
AUTHENTICATION: 4101353
050683379 DATE: 08-18-05

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
September 17, 2020
NORTH CAROLINA
Emlronmental Quality
Atlantic Marine Corps Communities, LLC
Mr. Christopher Avery, Utility & Environmental Manager
5401 Maryland Avenue
Camp Lejeune, NC 28547
Subject: Permit Renewal
Stormwater Project No. SW8 070708
Knox Cove
High Density
Onslow County
Dear Mr. Avery:
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 070708 has
been renewed on September 17, 2020, and shall be effective until August 31, 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 Jul), 26,
2007, will remain in full force and effect in accordance with the regulations set forth in Title 15A NCAC
2H.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 Mall Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website
at www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
If you have any questions, need additional co ies of the permit or approved plans, please contact Daniel
Sams in the Wilmington Regional Office, at �910) 796-215 or [e-mail].
Sincerely,
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C — Permitting History
Renewal Application Documents
DESldan: 1115tormwaterlPermits &' Proiects120071070708_ i-0\2020 09 permit 070708
cc: Wilmington Regional Office Stormwater File
^J North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 28405
""au+a�Na
D.Pb .WE� /�� 910.796.7215

State Stormwater Management Systems
Permit No. SW8 070708
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY 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
Atlantic Marine Corps Communities, LLC
Knox Cove
Camp Knox Road, Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "storm water rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Energy,
Mineral and Land Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until August 31, 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 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 382,339 square feet of
impervious area.
3. The tract wily be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. 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.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 1 of 4

State Stormwater Management Systems
Permit No. SW8 070708
6. The following design criteria have been provided
in the wet detention pond and must be
maintained at design condition:
a. Drainage Area, acres:
18.7
Onsite, ft2:
814, 384
offsite, ft2:
None
b. Total Impervious Surfaces, ft2:
382,339
C. Design Storm, inches:
1
d. Pond Depth, feet:
6
e. TSS removal efficiency:
90%
f, Permanent Pool Elevation, FMSL:
7
g. Permanent Pool Surface Area, ft2:
26,417
h. Permitted Storage Volume, ft3:
32,108
i. Temporary Storage Elevation, FMSL:
8.08
j. Controlling Orifice:
2.5"0 pipe
k. Permitted Forebay Volume, ft3:
22,893
I. Fountain Horsepower, HP
113
m. Receiving Stream/River Basin:
Scales Creek 1 White Oak
n. Stream Index Number:
19-16-4
o. Classification of Water Body:
" SC;HQW,NSW"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be
constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to
a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. 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.
q. 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 DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
Decorative spray fountains will be allowed in the stormwater treatment system, subject to
the following criteria:
a. The minimum permanent pool volume is 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool surface.
c. Separated units, where the nozzle, pump and intake are connected by tubing, may be
used only if they draw water from the surface in the deepest part of the pond.
d. The fountain may not be placed into the forebay.
e. The falling water from the fountain must be centered in the pond, away from the
shoreline.
f. The maximum horsepower for a fountain in this pond is 1/3 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit shall
become void unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
Page 2 of 4

State Stormwater Management Systems
Permit No. SW8 070708
Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and specifications
must be noted on the Certification. A modification may be required for those deviations.
8. 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 shall be maintained via appropriate 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. Project name change.
G. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of 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.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
11. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
13. The Director may notify the permittee when the permitted site does not meet one or more
of the minimum requirements of the permit. Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying the site to
meet minimum requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and approval
by the Director. The permittee shall submit a completed and signed "Permit Transfer
Application Form" (available on the Division website) accompanied by the required fee
and supporting documentation as listed on the form, to the Division at least 60 days prior
to any one or more of the following events:
a. 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 and
protective covenants;
b. Dissolution of the partnership, corporation, or LLC entity, subject to NCGS 55-14-
05 or NCGS 57D-6-07 and 08;
c. Bankruptcy;
d.. Foreclosure, subject to the requirements of Session Law 2013-121.
Page 3 of 4

State Stormwater Management Systems
Permit No. SW8 070708
2. The permittee is responsible for compliance with all permit conditions until such time as
the Division approves the transfer request. Neither the sale of the project nor the transfer
of common area to a third party constitutes an approved transfer of the stormwater
permit.
3. 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.
4. The permittee shall submit a completed "Permit Information Update Application Form"
(available on the Division website) to the Division within 30 days to making any one or
more of the following changes:
a. A name change of the current permittee;
b. A name change of the project;
C. A mailing address change of the permiee.
5. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
6. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
7. The 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.
8. The permit issued shall continue in force and effect until the permittee files a request with
the Division for a permit modification, transfer, renewal, or rescission; however, these
actions do not stay any permit conditions.
9. 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.
10. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
11. The permittee shall notify the Division of any name, ownership or mailing address
changes at least 30 days prior to making such changes.
12. A permit renewal request must be submitted at least 180 days prior to the expiration date
of this permit. The renewal request must include the appropriate application,
documentation and the processing fee as outlined in Title 15A NCAC 02H.1045(3).
Permit renewed this the 16th day of September 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 4 of 4

.7 _._..� ..W
Date 5eceivd
Fee Paid
Permit Number
1
-0-- ' 08b 3 50-5
SUS 070700'
NC DEQ Division of Energy, Mineral and Land Resources��� -
STATE STORMWATER: AUa 3 .1
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shalt 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. State Stormwater Permit Number: SW8 070708
2. Project name: l e K W oK - Cc� dE
3. Project street address: XXX
City: MCB Camp Le'uene County: Onslow
ZIP :
4. What, if any, changes have been made to the project as permitted? N/A
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: https:/Ideg.nc.gov/about/divisions/energy-
mineral_land-resourceslenergy-mineral-land-ruI eslstormwater-programlpost-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: https://deg.nc,gov/about/divisions/energy-mineral-land-
resourceslenergy-mineral-land-ruleslstormwater-programlpost-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: Atlantic Marine Corps Communities
2. Signing Official's Name: Christopher Avery,
3. Signing Official's Title: Utility & Environmental Manager
4. Mailing Address: 5401 Maryland Avenue
City: MCB Cam Le'uene State: NC
ZIP: 28547
5. Street Address:
City:
6. Phone: [phone] Email: christopher.averyta'�.lendlease.com
State: ZIP:
ECEIVE
AUG 3 1 2020
BY.--
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

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/ORIN). 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:
CA 1. A permit application processing fee of $505.00 payable to NCDEQ.
_ I , 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 o.r 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.
C 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.
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
❑ I do not have a copy of the current recorded 0&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
i1) 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.
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 15A NCAC 2H. 1043(3)(b).
https:llwww,sosnc.gov/online services/search/by title/ Business Registration
EiVE
all OLupter or
AUG 3 1 2020
r oBY:
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
A�vev-1 . the person leaally 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, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct and complete.
Signature: f, /� Date:
NOTARIZATION:
CS
t� County of
that ' Y uL ( V
this the day of_ ro r\
execution of the forgoing instrument. Witness my hand and official seal,
t Notary Se �"
Notary Sig
My commis
a Notary Public for the State of
do hereby certify
personally appeared before me
20A—�Lo , and acknowledge the due
EG �t
k�u 31 2020
8Y:
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Attachment C - Permitting History
Knox Cove
Permit No. SW8 070708
Approval
Date -
Permit -Action
B�S
Version
Description of the Changes ,
7/16/2007
Original
Approval
1.0
Approval of a single wet detention ponds
9/17/2020
Renewal
2.0
New Expiration date is 08/31/2028
Page 1 of 1

Sams, Dan
From: Sams, Dan
Sent: Friday, August 14, 2020 11:01 AM
To: [e-mail]
Cc: Hall, Christine; Burd, Tina J
Subject: State Stormwater Permit Renewals Watkins Village
Mr. Avery:
Our office is in receipt of four different State Stormwater Permit Renewal application forms labeled with a project name
of Watkins Village, but different permit numbers:
SW8 060323
SW8 051018
SW8 070708
SW8 090925
Our office has file names for the latter three of Tarawa Terrace II, Knox Cove and Knox Landing. If you wish to change
project names, the names should be differentiated to allow for unique facility names that a record request can locate
specific projects. If the applications are incorrect, they need to be revised.
Our records do not show Atlantic Marine Corps Comm LCC as the permit holder of Tarawa Terrace 11, SW8 051018, but
instead the Marine Corp Base. If that needs to transfer, it will be necessary for a transfer application be submitted.
Individual checks should be provided for each project. In addition to making this easier for our accounting process, in
your application package Tarawa Terrace 11, SW8 051018, has been renewed as of July 10, 2020, which means that we
need to, but cannot deposit only three of the four amounts. As a result, we must return the entire check to you. Please
prepare individual checks and expect the combined check to be returned in the mail.
Daniel Sams, PE
Wilmington Regional Engineer
North Carolina Department of Environmental Quality
Division of Energy, Mineral and Land Resources
910 796 7215 office
910 796 7326 direct
dan.sams(@ncdenr.aov
D_E Q
-;,
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Central Files! APS _ SWP _
9/18/2020
Permit Number SW8070708 Permit Tracking Slip
Program Category
State SW
Permit Type
State Stormwater
Primary Reviewer
dan.sams
Coastal SWRule
Coastal Stormwater - 1995
Permitted Flow
Facility
Status
Project Type
Active
Renewal with major mod
Version
Permit Classification
2.00
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Knox Cove Minor Wilmington
Location Address County
Camp Lejeune Onslow
Facility Contact Affiliation
Camp Lejeune NC 28542
Owner
Owner Name Owner Type
Atlantic Marine Corps Communities LLC Non -Government
Owner Affiliation
Thomas Tether
1801west End Ave Ste 1200
Dates/Events Nashville TN 37203
Scheduled
prig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
7/16/2007 8131 /2020 9/17/2020 9/17/2020 8/31 /2028
Regulated Activities Requested /Received Events
State Stormwater - HD - Detention Pond
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

Burd, Tina J
From: Burd, Tina 1
sent: Thursday, September 3, 2020 435 PM
To: [e-mail]
Subject: SW8 070708 - Knox Cove
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 August 31, 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
Ernail correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Application Completeness Review Checklist (Non -Transfers) - Short Version
Project Name: C-O Ve
Project County/Location: 0'-'5L0L') P.-LC—Z
Rule(s): F-12017 Coastal F-12008 Coastal 01995 Coastal
Phase II MUniversa# M1988 CoastaS
Permit Action: New
yy
Major Mod / Minor Mo Renewal
Permit Type: 6Z)/ LD / LID Overall / HD &LD Combo
General Permit / Offsite / Exempt / Rescission
Development Type: Commercial Residential they
Subdivided?: Subdivision mr Single Lot
Permittee Type & Documents Needed:
Property Owner(s) El Purchaser Lessee
Viable? 1-1 Viable? Viable?
Deed Purchase Agmt Lease
Not Subdivided: Deed
Subdivision: Common Area Deed
i
Date Delivered to WiRO: SrZtiZa
BIMS Received/Accepted Date: a 3 7 bZZ�
BIMS Acknowledged Date':
❑New Permit 4 2 :
Existing Permit #:
5 t-5$ o7c)708
Expriation Date 3: 7111, CZo i<
E�Offsite to SW8:
Lot is in Master Permit?
❑PE Cert on File?
F]HOA Developer
Viable? Viable?
Election Minutes
Paperwork
Application
Fee: �$505 (within 6mo) Check#(s): 30$[iza E:]No Fee
Supplement (1 new farm or far alder forms: 1 original per SCM)
FIO&M2
Soils Report (lnfil or PP)
Calculations (signed/seoled)
Deed Restrictions, if subdivided
Project Narrative
�USGS Map (or on file?) Subject to SA?: Y / N Subject to ORW?: Y / N
Plans (2 Sets)
�PE Certification
Electronic Copies
Easements, Recorded (2017 Ruies)
NOTES:
(Enter BIMS Acknowledged Date on this Sheet
2For 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: :>A f3
G:WQ\\\Reference Library\Procedures\Checklists\Completeness Review Checklist 202001 31