SW8060323_CURRENT PERMIT_20200916

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 O (4,a :3 2Z
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
&-,?Z v o9 / �,
YYYYMMDD

DWQ VSE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: 0 Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph I I - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GFNFRAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with projecl name of I plans,
specifications, letters, operation and maintenance agreements, etc.):
Watkins Village
2. Location of Project (slreet address):
Intersection of Bicentenial Ave. & Hawaii St,
City:fvlCB Camp Lejeune County:Onslow %ip:28547
3" Directions to project (from nearest major intersection):
From Campleleune main entrance continue on Holcomb Road, ri,g_ht on Brewster Blvd
Left on Stone Street, left on Bicentennial Road
4. Latitude:34' 41' 54" N Longitude:77° 20' 41" W of the main entrance to the project.
It. PERMIT INFORMATION:
L a. Specify whether project is (check one): ❑New NModification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number W 0323 _ , its issue date (if known)04110 2006 and the status of
construction: ❑Not Started ❑Partially Completed* Z Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density MHigh 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 fetter 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
®Sedimen tation/Erosion Control: 41 ac of Disturbed Area
0404/401 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:
OCT 1 2 2010
Forms SWU-101 Version 073un2010 Page 1 of 6
;BY.

M. 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 elect):
Applicant/Organ ization:Atlantic Marine Corps Communities, LLC {AMCC)
Signing Official & Title--Chris—Craig for Thomas E. Tether, SVP Lem] Lease Aniericas, Inc.
b.Contact information for person listed in item 1a above:
Street Address:190.1 West End Avenue, Suite 1700
City:Nashville State:'1'N Zip:37203
Mailing Address (if applicable):
City:
State:
Zip: ---__.—
Phone: 615 ) 324-7548 Fax: �615 ) 324-6829
Lmail:[e-mail]__
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact information, item 3a)
® Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser' (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
21) 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. ('Phis is the person
who owns the property that the project is located on):
Property Owner/OrganizatiomU.S. Department of Defensc
Signing Official & Title:Carl Baker, Deputy Public Works
b.Contact information for person listed in item 2a above:
Street Address:1005 Michael Road
City:Camp Lejeune State:NC Zip:28542-0004
Mailing Address (if applicable):
City:
Phone: [phone]
Email:[e-mail]
State:
Zip:
Fax: (910 _ _) 451-2927
3. a. (Optional) Pratt 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 & Titie:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: Stal
Phone: f ) Fax
Form SWU-101 Version 07Jun2010 Page 2 of 6
Zip:
OCT 1 2 2010
BY:

4. Local jurisdiction for building permits: N/A
Point of Contact: Phone #:
IV. PRQJ CI' INFORMATION
L in the space provided below, briefly summarize how the storrnwater runoff will be treated.
Stormwater runoff will be convUed-by an undergroundcollectimsystem to a_ wet_ detention_ ond. The wet
detention pond has been designed per NCDENR standards.
2. a, If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Otlier: Date:
b.If claiming vested rights, identify the regulations) the project has been designed in accordance with:
[I Coastal SW —1995 ❑ Ph 11— Post Constriction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: N/A, _ acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. "Total Property Area (4) —Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = `total Project Area`:
106.5 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Writer (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NNW (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 = 41
9. I -low many drainage areas does the project have?2 (For high density, count I for each proposed engineered
stormwater BMP. For lore density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information itein 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information '
Drainage Arearl
-!Deaina e Area'2
'Drains e Area 3
Drainage Area _
Receiving Stream Name
Wallace Creek
Wallace Creek
Wallace Creek
Stream Class *
SB; NSW
SB;NSW
SB; NSW
Stream Index Number `
19-20
19-20
19-20
'rota] Drainage Area (so
2,247,696
871,200
1,520,968
On -site Drainage Area (sf)
1,899,216
871,200
1,520,968
Off -site Drainage Area (sf)
348,480
0
0
Proposed Impervious Area"* (sf)
890,079
410,724
593,163
% Impervious Area** (total)
40
47
39
�1m eriiious"iSfir€See:Area ''�; _
>;:Drairia e.Area 1 ..:Drains
e Area 2
<,Drairia e'Area:3:
1Dr�'iuiii eArea �}
On -site Buildings/Lots (sf)
269,750
176,050
249,889
On -site Streets (sf)
266,895
109,184
160,013
On -site Parking (so
123,558
66,200
96,980
On -site Sidewalks (so
96,390
44,710
46,680
Other on -site (so
21,972
14,580
14,755
Future (sf)
0
0
0
Off -site (so
111,514
0
0
Existing BUA*** (sf)
0
0
24,846
Total (sf):
890,079
410,724
593,163
* Stream Class and Index Number can be determined at: http1/portal.ncdenr.oV;cb wc[p-,;csu classi 'cations
** Im ervious area is defined as the built upon area including, but not limited to, buildings, roads, parkingareas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 07Jun2010 Purge 3 of 6 2010
Y:

** 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.
11. How was the off -site impervious area listed above determined? Provide documentation.
Calculated from survey- Calculations provided in or inal permit.
Proieets in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that moy be subject to more stringent stormwater requirements as per NC4C 0213 .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 BMl' specified for this project. Tlie latest versions of the forms can be downloaded
from htQ ://portal.ncd(,nr.org/web/wqZ.ws/­su/bmp-manual.
Vt. 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 httpjLportal.nccienr.org web wq�/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (I'he appropriate office may be found
by locating project on the interactive online map at htt-/1portal.ncdenr.org Iveb/w'q/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from Iitp://portal.ncdenr.org web wI/ws/su/statesw/forrns dots.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. 1 5 9
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants "1 1,4
Form. (if required as per Part •V1I below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M T�
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDF..NR. (For- an Express review, refer to V ,.1 D
http://www.envheII2.orgL�gesonestopexpr_ess.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 trealmenk/management for 7-10
the project. `I1ais 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 TT0
receiving stream drains to class SA waters within rh mile of the site boundary, include the'/z
mile radius on the map.
7. Sealed, signed and dated calculations. T3-0
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: T3�
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 MI-IW 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 NI-IW) 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)!I O C i 1 2 2010
Form SWU-101 Version 07Jun2010 Page 4 of 6 I
L Y:

p. Vegetated buffers (where required).
Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing elevations
and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the project area
clearly delineated. For projects with infiltration BMPs, the report should also include the soil
type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visif for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No: N!A
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC 1 S o
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per NCAC 21-I.1003(e). The
corporation or LLC rnusl be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be retzimed.
liter:/ /www.secretary.state.nc_usLCorporations/CSearch.asp
VII. DFFD RE,Sl'RICHONS AND PROTECTIVE COVF..NANTS
I -'or all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any ]at. If lot sizes vary significantly or the proposed
BIJA �dlocations vary, a table listing eaach lot number, fat size, and the all(-)wable built-upari area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http:L/ portal ricde I .or /web wq wsZsrZstatesw/fort ns_docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form 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 individLial 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:Thonnas 1. Davis P.E.
Consulting Firm: Littlejohn Engineering Associates
Mailing Address:1935 Twenty -First Avenue Louth
City:Nashville
Phone: (615 ) 385-4144
Email :tdavis9leainc.coin
Slate:TN Zip
Fax: (615 ) 385-11020
IX. PROPERTY OWNER AUTHORIZATION (zf Contact Information, item 2 has been filled out, complete this section)
1, (print or type name of person listed in Contact Information, item 2a) Carl Baker 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 1a) Chris Cray( far `Thomas E. Tether. SVP11or Lend Lease Americas, Inc.
with (print or type name o�organization listed in
Contact Information, item 1n) AMCC to develop the project as current y 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 storinwater system.
Fonn SWU-101 Version Mur12010
�"CEIVED
babe 5 of 6 dCT12 2010
BY:

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, itern 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 oivner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise i will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment ivil penalt'IS- of Lip to $25,000 per day, pursuant to NCGS 143-215.6. /
Signature: L7tJ Date: 3
I, Tf-��/T_i f�}�iC a Notary Public for the State of /i!�;/�-r�. , Courty of
U� 1 do lie .eby certify that / r personally appeared
before me this �day of `� /c' , and a�ckrib de ge the due execution of the application for a
stormwater permit. Witness my hand and official seal,
SEAL
ALICE A BONNETTE
Notary Public
Onslow County
State of North Carolina
My Commisslon Expires Oct 23, 2010 1 NIv commission expires CV_?
X. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in C wact lnforrnntiola, ilent 7rr) Chris ___.Crrris_ forThorarrts I�. Tcthc�. SVP l c�rd Lrrt c
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 th the proposed project complies with the requirements of the
applicable stormtia ate ales under 1 A \CAC ' 000, SL 2006-246 (Ph. II — Post Construction) or SL 2005-211.
t r
Signature: QQ_ _ Date: dl OCT 2 01t-�
Notary Public for the State of
n ��n ItQS,S­e-_t,, Countyof
lA-r�SD cio hereeby a:rt.ify thaCKrrs. CCrat personally appeared
before me this4A day of OG� obi 3-01-,) , and i kno", It] du execution of the application for- a
stormwater permit. Witness my hand and official seal,
S TAT B
OF
TNOARYB o
PUBuc �.
'9
��OSON
.ss�On Exp i res Naye�
SEAL
My commission expires gDu2tj (r A t a
l nnii 0VVI i-1l)1 Vll Qinrl ni luri'?(11 i) Pals• (' nrG

Permit No. la T Cocoa ZZ3
(to be provided by DWQ)
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 Stormwater 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
Project Name: Watkins Village Phase I an 11
Contact Person: Tom Davis Phone Number: ( 615) 385-4144
For projects with multiple basins, specify which basin this worksheet applies to: ^ North Pond
elevations
Basin Bottom Elevation 7.5 ft
Permanent Pool Elevation 13.0 ft
Temporary Pool Elevation 14.24 / ft
areas
Permanent Pool Surface Area 56,276 sq. ft.
Drainage Area 51.6 �/ ac.
Impervious Area 20.43 ✓ ac.
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SAIDA i
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
216,800 cu. ft. (combined volume of main basin and forebay)
76,796 cu. ft. (volume detained above the permanent pool)
55,300 _ cu. ft. (approximately 20% of total volume)
2.5
(surface area to drainage area ratio from DWQ table)
4 in. (2 to 5 day temporary pool draw -down required)
I in.
90 _ % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
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
9011/o TSS removal. The NCDLNR BMP manual provides design tables for both 85%TSS removal and 90% TSS removal.
II. 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.
s� c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
NZA 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.
n _ j. A trash rack or similar device is provided for both the overflow and orifice,
N/A k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
N/A 1. 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.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
'II. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
,he wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
,egetated filter if one is provided.
his system (check one) 0 does � does not incorporate a vegetated filter at the outlet.
'his system (check one) 0 does 19 does not incorporate pretreatment other than a forebay.
orm SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. 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, swales, 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 4.2 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)
Permanent Pool Elevation z W
Sediment Re oval EL R.RR 75 o
------ _ . Sediment Removal Elevation g'gg 75%
Bottom El
e ation %------------------------------------.-_. ___ -_ ------
Bottom Elevation 7.5 25%
FOREBAY MAIN POND
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.
6. 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. At components of the wet detention basin systern 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 i
Print name:
Title:x
Address:
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,
1, D©U- �- 4 J2 IS a NotaryPublic or the State f
County of e h , do hereby certify that
personally appeared before me this A` day of M , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires�f
Form 5 WU-102 Rev 3.99 Page 4 of 4

Permit No. 5L- % So C0D3 Z3
(to be provided by DWQ)
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 Stor_mwater Management flan 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
Project Name: Watkins Village Phase I and 1I
Contact Person: Tom Davis Phone Number: ( 615) 385-4144
For projects with multiple basins, specify which basin this worksheet applies to: South Pond
elevations
Basin Bottom Elevation 10.0 ft. (floor of the basin)
Permanent Pool Elevation 15.0 ft. (elevation of the orifice)
Temporary Pool Elevation 16.04 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area30,379 sq. ft,
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA I
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
20-0 ac
9.47 ac
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
103,248 cu. ft. (combined volume of main basin and forebay)
34,786 cu. ft. (volume detained above the permanent pool)
27,191 cu. ft. (approximately 20% of total volume)
3.29
(surface area to drainage area ratio from DWQ table)
3 in. (2 to S day temporary pool draw -down required)
I in.
A,o _ % (minimum 85% required)
Form SWU-102 Rev 3.99 Page I of 4

Footnotes:
I When using the Division SA/DA tables, the correct SAIDA 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 NCDI NR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
IL 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
��y 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.
- :E2 _ d. The temporary pool draws down in 2 to 5 days.
N/A e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
T; T:� f. The basin length to width ratio is greater than 3:1.
9.
=o
h.
r_
NIA
k
The basin side slopes above the permanent pool are no steeper than 3:1.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
Vegetative cover above the permanent pool elevation is specified.
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.
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 f Iter i f one is provided.
This system (check one) 0 does 39 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does 9 does not incorporate pretreatment other than a forebay.
Form S W U-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.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, 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 detentionbasin 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 3.75 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3.75 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation _L5_0.0
Sediment R\Ie
al El. I 75 ° 11.25
____Sediment Removal Elevation 75%
Bottomtion-1040 % --------------------------------------------- -------
Bottom Elevation 10.0 125%
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.
6. 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: l (4 1-
Title: Di r >ecof
Address:
Phone: q J"
Signature:
Date: 3 U to
5101�
7
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resid4of the subdivision has been named the president.
I, A Notary Public the State o /` r
County , do hereby certify that /1
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,
SEAL
My commission expires / ' —2-01-1
Form S W U- 102 Rev 3.99 Page 4 of 4

t
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- -
.;
,�-
S, y
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7
-:
:,%:
i

Permit No' `y�D�4�7✓
(to be provided by DWQ)
Oa�� wA7ERQG
657
r
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 (Pail flf) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION`
Project name Walkins Village Section 3
Contact person Thomas J. Davis, P.E.
Phone number 615-385-4144
Dale 911412010
Drainage area number 3
II: -DESIGN INFORMATION
Site Characteristics
Drainage area
1,520,968 fiz
Impervious area, post -development
593,163 fC
impervious
39.00 %
Design rainfall depth
1.5 iA
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-Inr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the lyr 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
PrelPost 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx, at the perm. pool elevation)
Top of 101t veg elated shelf elevation
Bottom of 1 Oft veg elated 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 lop of the additional volume
76,238 ft3
87,961 It
ft'
ft3
ft�
ft3
ft3
(Y or N)
3.6 in
OK
OK, volume provided is equal to or in excess of volume required.
0.40 (unitless)
0.60 (unitless)
0.15 inlhr OK
2.10 ft3lsec
3.40 ft3lsec
1.30 fefsec
18.00 lmsl
16.25 fmsl
16.55 fmsl
16.75 fmsl
15,75 fmsl
9.85 fmsl
8.85 fmsl
1.00 1t
N (Y or N)
fri
.� F P 1 4 2010
Form SW401-Wet Detention Basin-Rev.8-9117109
Parts I. & II. Design Summary. Page t of 2

= Permit No.
(to be provided by DWO)
II, DESIGN INFORMATION
Surface Areas
Area, temporary pool
53,986 ft'
Area REQUIRED, permanent pool
37,112 It'
SNDA ratio
2.44 (unitless)
Area PROVIDED, permanent pool, Apef,-p.,
43,731 ft`
OK
Area, bottom of 14ft vegetated shelf, Ate, swI
38,432 ft'
Area, sediment cleanout, top elevation (bottom of pond), AbN Pod
24,221 ft`
Volumes
Volume, temporary pool
87.961 ft3
OK
Volume, permanent pool, V, oO6
195,808 ft'
Volume, forebay (sum of forebays if more than one forebay)
43,005 ft'
Forebay %of permanent pool volume
22.0% %
OK
SAIDATable Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
2,44 (unitless)
Average depth (used in SAIDA table):
Calculation ophon 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, VPQ ,_P.,
195,808 ft'
Area provided, permanent pool, APefn_P06
43,731 ft'
Average depth calculated
ft
Need 3 ft min.
Average depth used in SAIDA, d., (Round to nearest 0.5h)
ft
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, Apefn,_Po I
43,731 ft`
Area, bottom of 14ft vegetated shelf, Apt ,wj
38,432 ft'
Area, sediment cleanout, top elevation (bottom of pond), Awtpna
24,221 ft2
"Depth" (distance b1w bottom of 1 Oft shelf and lop of sediment)
5,90 ft
Average depth calculated
5.28 ft
OK
Average depth used in SAIDA, d. (Round to nearest 0.5ft)
5.5 ft
OK
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (it circular)
3.50 in
Area of orifice (if -non -circular)
in
Coefficient of discharge (Cq)
0.60 (untless)
Driving head (Ho)
1,75 ft
Drawdown through weir?
(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
2,10 ft3lsec
Post -development 1-yr, 24-hr peak flow
3.40 ft3lsec
Storage volume discharge rate (through discharge orifice or weir)
0.30 ft3lsec
Storage volume drawdown time
.3,jSq `2.�days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
4 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 ft
OK
Length of Ilawpalh to width ratio
2 :1
Insufficient Flow path to width ratio. Must not short-circuit pond.
Length to width ratio
2.1 :1
OK
Trash rack for overflow & orifice?
Y (Y or N)
OK
Freeboard provided
1.5 ft
OK
Veg elated filler 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:
Pump out for maintenance and Overflow weir for emergencies
Form SW4D1-Wet Detention Basin-Rev.8-911M9 Parts I, & II, Design Summary. Page 2 of 2
S E P 1 4 2010

Permit No.
(to be provided by D WO)
Ill. REQUIRED ITEMS CHECKLIST
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.
1. Plans (1" - 50' or karger) 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.
L 5. oZ 2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
CC, -¢.05 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.
j� C-5. o$ 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.
CG -1.° 1 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.
IN
{,�L G,�,tcu4+4i w+s5 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.
uG [ham' 7. The supporting calculations.
WC_ "J 8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
fit. PIP, -- 9. A copy of the deed restrictions (it required).
WL ra Qb� 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.
�FP 1 4 2010
Form SW401-Wet Detention Basin-Rev.8-9117109
Part III. Required Stems Checklist, Page 1 of 1

Pcrinit Number:, �".Ile%�z
(to he provided hi' 1)1VQ)
Drainage urea Number: 3 .
Wet Detention Basin Operation and Maintenance Agreement
1 will keep a maintenance record oil this I3NIP. This maintenance record will be kept in a
log in a known set location. Any deficient 131 SIP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
Of struchires, safety of the public, and the removal efficiency of the BIMP.
"I'lhe Wet detention basin system is defined as the wet detention basin,
pretreatment irlClucling 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 ogre):
❑ does ® does not incorporate pretreatment other than a forebay.
Important illaintenance procedures:
— Immediately after the wet detention basin is established, the plants oil 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 reCluired to establish the plants on the vegetated shelf.
— Stable grou1111Covel' should be rilaiiltained in the drainage area to reduCC the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency Or to perform maintenance, the
fluslvng of seCliillent through the emergency drain should be minimized to til
illaXimunl eXtent l7radlCal.
O►lCe a }'ear, a Clanl 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 S1101-11d be kept in a known set
10Cati011 and must be available upon reCluest.
Inspection activities shall be performed as follows. Any problems that are fond shall
be repaired iillnlediately.
IMP element:
Potenlialproblem:
How 1 will remediate theproblem:
The entire IMP
I rash/debris is lreserlt.
Remove the trash/debris.
"floe perimeter of the wet
Areas of bare soil and/or
Itegrade the soil if necessary to
detention basin
erosive gullies have formed.
renwve the gully, and then plant a
ground Cover and %eater until it is
cStabltshed. ProvidC liML! F111d ZI
rnle-tiny fertilizer, a > >lication.
`legetatioll is too short or too
Mailltaiil vegetation at a hCight of
1011g.
a lroxilllatel , six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
SEP 1 4 2010
Page 1 o f 4

Permit NUIllber:
(to bc+ provielod hr DIhO)
Drainage Area Numher:
RMP element:
Potential problem:
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
Rcplace the pipe,
otherwise damaged.
Erosion is occurring in the
RUgrade the swale if necessary to
swale.
smooth It over alld provide el'(1511111
Control deVrCLS SLICK as reinforced
tUrf matting or riprap to avoid
iUtllrC problems Lvith erosion.
The forebay
SCdilllellt has accumulated to
Search for the Source of the
it depth greltel" thiln till'
sediment and rellledy the problem if
original design depth for
possible. Rerliove the seciinicnt an(I
sediment Storal,e.
dispose Of It Ill it location where it
Will not CilLISC tlnpaCLS t0 SO'Ci1mS Or
the 13M P.
1'rosioll has OCCurred.
PrOVIde additional erosion
protection such aS reinlorced turf
minting or riprap if needed to
prevent future Cr'osioll Problems.
Weeds are pl'CSCJlt.
Remove the Needs, preferably by
]land. If pesticide is used, wipe it on
the Plants rather- than s1i! n L.
1_
The vegetated Shelf
Best professional Practices
Prune according to best professional
SNOW that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determille the Source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the prob1cm 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 weULIS, Preferably by
hand. If pesticide is Used, Wipe it on
the plants rather than spraying,.
The inain treatment area
SC(lirllCllt haS acCulllulated to
Search for the source of the
a deptil greater then the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
Storage depth.
dispose of it in it location where it
will not cause impacts to streams or
the l3i�lP.
Algal growth covers over
Consult a professional to remove
50 io of the area,
and control the algal growth.
Cattails, pllragmites of other
Remove the plants by wiping thcm
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW40I-Wet Detention Basin O&M-Rcv.d S E P 14 2010 Page 2 of 4

Permit Number:
(to he prorided b.r U1VQ)
Drainage Area Number:
BMP element:
Potentialproblem:
I -low 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
CUnSuit a loll) SpeClallSt to
the embankruent.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
sll(lws thin 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 lama rem
Repair or replace the outlet device.
'rhe receiving water
Erosion or other signs of
Contact Ole local NC Division of
damage have occurred at the
WRter 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
acctarnulated Sediments.
When the permanent pool depth heads 6.4 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 6.4 feet in the forebay, the sediment
shall be removed.
BASIN DIACRAi\1
(fill in the blrrnks)
Sediment Removal L . 9.85 i Pn
e urnell`
---------------- Volume
Bouom Flcvatior 8.85 -fi Min.
Sediment
Storage
FOREBAY
Pool
Permanent Pool F-levation 16.25
Sediment Removal Elevation 9.85 Volume
Bottom I levation
MAIN POND
CEP 1 4 2010
1-ti n.
Sediment
Storage
Form SW401-Wet Detention l3asin O&M-Rev.4 Page 3 of 4

ti
Permit Number:
(to he provided hr DUD)
I acknowledge and agree by my signature below that I and 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 ]tarty.
Prajecl name:Watkins Village Section 3
firhlP drairtaye area m nrbci'.
Print nanlc:Dale Connor
'Iltle:l xecutive tNlamwer. Atlantic Marine Corps Communities LLC
Address: 1,801 West land Avenue Suite 1700 Nashville,'FN '7203
l'hone:[phone] O A / —
Signature:
Date:
Note: "I-Eic legally responsible party should not be a lu 111CO anew association ui)lcss more than 50` , of
the lots have been sold and a resident of the subdivision has been named the president,
&4a Notary Public For the State of
County of �\adw(� do hereby certify that
Con r personally appeared hefore me this 1Qf�\
day of A u5 _, and acknowledge the clue execution of the
it)rgoinAtl tion basi main cnancc recfuirements. Witnessmy handand ol`ficial
sea 1, z
5PN B SETS
CO J S E OF
T NO ARY E
pNgLVC
��/SSL�OSON
�Qn Expires Nis
SEAL
My commission CXp1CeS_DLO I,
S P P 1 4 2010
Form SW401-Wet Detention Basin O&,M-Re\,"4
Page 4 o i' 4

Burd, Tina J
From: Burd, Tina J
Sent: Friday, September 4, 2020 1:43 PM
To: christopher.avery@ lendlease.com
Subject: SW8 060323 - Watkins Village
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 11
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Mil
Email correspondence to and from this address is subject to the
Nodh Carolina Public Records Law and may be disclosed to third parties.

Application Completeness Review Checklist (Non -Transfers) - Short Version
Project Name: W.A j +Gi 0 5 V (L-1-ACC
Project County/Location: C)1,� /Mcfj3
Rule(s): ❑2017 Coastal �2008 Coastal
Phase h El Universal
Permit Action: New
Major Mod / Minor Mod Alenewai
Permit Type: T3 % LD / LD Overall / HD &LD Combo
General Permit / Offsite / Exempt / Rescission
Development Type: Commercial esidential Other
Subdivided?: Subdivision or Single Lot
Permittee Type & Documents Needed:
Property Owner(s) Purchaser Lessee
Viable? Viable? Viable?
Deed Purchase Agmt Lease
F-TotSubdivided: Deed
IDSubdivision: Common Area Deed
Date Delivered to WIRO:� 2 i�
RIMS Received/Accepted Date:
®1995 Coastal BIMS Acknowledged Date':
�1988 Coastal
New Permit #z:
ElExisting Permit #: SLJ�_- O(, o3Zt5
Expriation Date 3: 4 1a 1 12-0
FlOffsite to SW8:
Lot is in Master Permit?
1:1PE Cert on File?
FTOA Developer
Viable? Viable?
Election Minutes
Paperwork
I HApplication
Fee: E $S05 (within 6mo) Check#(s): 300 P Z ❑ No Fee
Supplement' (1 new farm or for older forms: 1 originol per SCM)
EIO&M2
ElSoiis Report (lnfil or PP)
Calculations (signed/seoled)
Deed Restrictions, if subdivided
Project Narrative
FIUSGS Map (or on file?) Subject to SA?: Y / N Subject to 0RW?: Y / N
Plans (2 Sets)
®PE Certification
Electronic Copies
Easements, Recorded (2017 Rules)
NOTES:
'Enter BIMS Acknowledged Date on this Sheet
2For New Pro}ects-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 Libra ry\Procedures\Checklists\Completeness Review Checklist 202001 31

Application Completeness Review Checklist (Non -Transfers) - Short Version
Project Name; _\,J ATt i !VS V I L" C-�,& Date Delivered to WIRO: d?z>
Project County/Location: p$)SVC L,J fftC_RIMS Received/Accepted Date: ic> ZZ>
Rule(s): F-12017 Coastal 11 2008 Coastai �1995 Coastal RIMS Acknowledged Date':
Phase 11 Universal ��T988 Coastal
Permit Action: New ❑New Permit S#Z:
Major Mod / Minor Mo / Renewal El Existing Permit 4:
Permit Type: D LD / LD Overall / HD &LD Combo Expriation Date 3: Lazzb 7—
General Permit / Offsite / Exempt / Rescission
Development Type: Commercial / Residential Cher jAsT
Subdivided?: Subdivision or Single Lot #*�iA
aOffsite to SW8:
Miu iAp-1 Lot is in Master Permit?
OPE Cert on Fite?
Permittee Type & Documents Needed:
HProperty Owner(s) Purchaser Lessee ElHOA Developer
Viable? KQ) MViable? Viable? Viable? Viable?
Deed Purchase Agmt M Lease EJ Election Minutes
Not Subdivided: Deed
Subdivision: Common Area Deed
Paperwork
Application
Fee: F_�$505 (within 6mo; Check#(s): [—]No Fee
FlSuppiement2 (1 new form or for older forms: 1 original perSCM)
FIO&M2
Soils Report (lnfil or PP;
Calculations (signed/sealed)
Deed Restrictions, if subdivided`
Project Narrative
F-1USGS Map (or on file?) Subject to SA?: Y / N Subject to ORW?: Y / N
Plans (2 Sets)
PE Certification
Electronic Copies
Easements, Recorded (2017 Rules)
NOTES:
'Enter RIMS Acknowledged Date on this Sheet
zFor New Pro}ects-Enter New Permit tt on Supplements & Deed Restiction Templates.
31f w& 6 months and they are requesting a mod, STOP. Needs a renewal first.
EMAILED ENGINEER DATE: Comments:
REVIEWER NAME: A'r_L, �l .
G:wQ\\\Reference Library\Procedures\Checklists\Completeness Review Checklist 2C20 01 31
l

EDI Payment Detail Report
Custom ACH Outstanding Detail Report
As of Q-1511412020
Cm�y= MC �ARTMENT STATE TTT-&SURER
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DEMLR USE ONLY
Date Re eived
Fee Paid
I Permit Number
v a
_&s,)E0603a3 s05 L,
Sw g 04 o 3 a3
NC DEO 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. State Stormwater Permit Number: SWB 060323
2. Project name: Watkins Village
3. Project street address: XXX
City: MCB Camp Lejeune County: Onslow
ZIP: 28542
4. What, if any, changes have been made to the project as permitted?
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:Hdeg.nc.gov/about/divisions/ene,r-g --
mineral-land-resources/energy--mineral-land-rules/sormwater-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: https://deci.nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-1and -rules/sormwater-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
AUG 3 12020
3. Signing Official's Title: Deputy Public Works Division
BY.-
4. Mailing Address: MCB Camp Lejeune 1005 Michael Rd.
City: MCB Camp Lejeune _ State: NC
ZIP: 28547-2521
5. Street Address:
City: State: ZIP:
6. Phone: [phone] Email: neal.pauIQusmc.mil
AM
M V I t
Nnr
SUNNI
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/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:
�1. A permit application processing fee of $505.00 payable to NCDEQ.
P— 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.
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 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.
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://www.sosnc.ctov/online services/search/by—title)— Business Registration
E v E,
AUG 3 1 2020
BY:
Stonawater Permit Renewal Application Form Page 2 of 3 May 11, 2018

11..PERMITTEE'S CERTTIF CATION
1, 1,4n L 112 iyyts OL-,- 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, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct and comp.
Signature: Date: Z 2-6
NOTA ATION:
I, a Notary Public for the State of
y� County of lJ i�-F4-� do hereby certify
that fl personally appeared before me
��N 0 ,
th-c� R day of 20--�, and acknowledge the due
�IM,n of tf eQgf�olbg instrument. Witness my hand and official seal,
XIOTAIZy w
%al j/ Ski i;;�0
O•"76.2.��
My commission expires ,
I
2020
Stor nwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
I, l,4Ci /f! , the person legally responsible for the permit, certify that I have
a copy of the Permit and O&A 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 an mplete.
Signature: Date:
NOT
County of
that
this the da of
execut' Mulu+n
�'�r ng instrument. Witness my hand and official seal,
(*ary ,*QTARV
x
PUB���'
Noi�,Sslz ignatur
My com'f UV
4
a Notary Public for the State of
, do hereby certify
personally appeared before me
202,_D , and acknowledge the due
Stormwater Permit Renewal Application Farm Page 3 of 3 May 11, 2018

ol�

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN NORTH CAROLINA
Director Environmental Quality
September 16, 2020
Atlantic Marine Corps Communities, LLC Commanding Officer
Mr. Christopher Avery MCB Camp Lejeune
Utility & Environmental Manager and c/o Neal Paul, Deputy Public Works Director
5401 Maryland Avenue Bldg 1005 Michael Road
Camp Lejeune, NC 28547 Camp Lejeune, NC 28547
Subject: Permit Renewal
Stormwater Project No. SW8 060323
Watkins Village
High Density
Onslow County
Dear Mr. Avery and Mr. Paul:
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal
Application for the subject proect on. The Division is hereby notifyin& you that permit SW8 060323 has
been renewed on September 19 , 2020, and shall be effective until April 10, 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 Aprils 10,
2006 and most recently revised on October 18, 2010, 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 150E of the North Carolina General Statutes, and
must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process at
6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website
at www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
If you have any questions, need additional co ies,of the permit or approved plans, please contact Daniel
Sams in the Wilmington Regional Office, at [phone] or [e-mail].
Sincerely,
;Brian E3trector Wrenn,
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C — Permitting History
Renewal Application Documents
DES/dan: 111StorniwaterlPermits & Proiects120061060323 HD12020 09 permit 060323
cc: Wilmington Regional Office Stormwater File
North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Q E Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
naarNca�.owa
°�� 910.796.72t5

State Stormwater Management Systems
Permit No. SW8 060323
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
Atlantic Marine Corps Communities, LLC
Watkins Village
Bicentenial Ave. and Hawaii St., Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of three (3) wet detention ponds in compliance
with the provisions of 15A NCAC 2H .1000 and Session Law 2008-211, as applicable
(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 and
considered a part of this permit.
This permit shall be effective from the date of issuance until April 10, 2028, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
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 1.7 on page 3 of this permit. The stormwater
controls; designated as the North Pond, South Pond, and Pond 3; have been
designed to handle the runoff from 890,079, 412,495, and 593,163 square feet of
built -upon area, respectively.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. The built -upon area for the future
development within the drainage area of the South Pond is limited to 1,771
square feet. This permit does not provide any allocation of built -upon area for
future development within the drainage areas of the North Pond or Pond 3.
Page 1 of 6

State Stormwater Management Systems
Permit No. SW8 060323
4. A 50' wide vegetative buffer must be provided adjacent surface waters within the
drainage area of Pond 3. The vegetated buffer must be measured horizontally
from the normal pool of impounded structures, the banks of each side of streams
and rivers and the mean high water line of tidal waters. Pond 3 may not be
located within the buffer and no built -upon area is allowed within the buffer.
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 areas of this
project must be directed into the permitted stormwater control system. Due to
site constraints, the 6' wide trail adjacent to the South Pond and Pond 3 may
bypass the pond as long as adequate sheet flow treatment of the runoff is
provided by adjacent green space.
7. The following design criteria have been provided in the wet detention ponds and
must be maintained at design condition:
North Pond,
South Pond
Pond-3
a. Drainage.Area, acres:
Total, ft2:e
Onsite, ft2:
Offsite, ft2:
51.6
2,247,696
1,899,216
348,480
20.0
871,200
871,200
0
34.9
1,520,968
1,520,968
0
b. Total 8uilt-0pon Area, W:
Onsite subject to 1995 rule, ft2:
Onsite subject to SL.2008-21.1, ft2:
Future subject to 1995 rule, ft?:
Offsite sub ect to 1995 rule, ft2:
890,079
778,573
0
0
111,514
412.495
410,495
0
1,771
0
593,163
0
593,163
0
0
c. Design. Storm
1995 rule, inches:
Session. law 2008-211, inches:
1.0
1.5
1.0
1.5
1.0
1.5
d. Pond Design Depth, ft.
5.5
5.0
5.5
(average)_
e. TSS removal efficienc :
90%
90%
90%
If Permanent Pool. Elevation, FMSL:
13.00
15.00
16.25
g. Permanent Pool Surface Area, ft2:
56,276
30,379
43,731
h. Permanent Pool Volume, ft3:
216,800
103,248
195,808
i. Permitted Forebay Volume, ft3: -
55,300
27,191
43,005
j. Permitted -Storage Volume, ft3:
76,796
34,786
87,961
k: Temporaa Storage Elevation,. FMSL:
14.24
16.04
18.00
I. Pre-dev. 1 yr-24 hr. discharge rate,:
cfs:
n/a
n/a
2.10
m. Controlling Orifice:
4.0" 0 pipe
3.0" d pipe
3.5" O pipe
n. Orifice Flowrate, cfs:
0.33
0.17
0.30
o. Fountain Horse ower; HP
314
1 /3
314
Receiving Stream., River. Basin
Wallace Creek 1 White Oak
Stream Index Number:
19-20
r. Classification of Water Body-
SB, NSW
Page 2 of 6

State Stormwater Management Systems
Permit No. SW8 060323
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 the design condition. 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.
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. A copy of the lease agreement that outlines Atlantic Marine Corps Communities,
LLC operation and maintenance responsibilities for this stormwater system must
be kept with the permit and maintenance activities records.
6. 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 the North Pond, South Pond, and
Pond 3 is 3/4, 1/3, and 3/4 horsepower, respectively.
7. 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.
8. 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 3 of 6

State Stormwater Management Systems
Permit No. SW8 060323
9. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
10. Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times.
11. 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.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. 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.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
12. It is the responsibility of the permit holder, Atlantic Marine Corps Communities,
LLC, to notify the Division of any changes in ownership and request an
ownership/name change for the stormwater permit. However, please be
reminded that if the lease agreement or contract between Atlantic Marine Corps
Communities, LLC and the Department of the Navy is dissolved, cancelled or
defaults, and the Division is not notified by Atlantic Marine Corps Communities,
LLC to transfer the permit, then the responsibility for permit compliance reverts
back to the property owner. As the property owner, the Department of the Navy
and MCB Camp Lejeune must notify the Division immediately of the permit
ownership change and submit a completed Name/Ownership form to DEMLR
within 30days. Otherwise the Department of the Navy and MCB Camp Lejeune
will be operating a stormwater treatment facility without a valid permit. This 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, being taken against the property owner, MCB Camp Lejeune.
13. 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.
14. The permittee is responsible for verifying that the proposed built -upon area for
the entire project does not exceed the allowable built -upon area.
15. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
16. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
Page 4 of 6

State Stormwater Management Systems
Permit No. SW8 060323
17. 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.
18. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
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.
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) tote ivision within 30 days to ma ing
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.
Page 5 of 6

State Stormwater Management Systems
Permit No. SW8 060323
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
s
ter;Brian Wrenh, it r
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 6

�-'---DE WR.'USE ONLY ,7­... —
Date Rec ived Fee Paid Permit Number
R 1 �1 ,9l>r9U -4i�- 30 X0,9q SWB 6 (o 03.;�3
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER: �� `,4' V-, 4EJG' 1 � 2020
PERMIT RENEWAL APPLICATION FORM
` Nq� Q
�N IMGTON,RO
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density perms 1r80.da�ys
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 060323
2. Project name: Watkins Village
3. Project street address:
City: MCB Camp Leiuene _ ,_. _ __. County: Onslow
ZIP :
4. What, if any, changes have been made to the project as permitted? NIA
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://deg.nc.goviaboutldivisionslenergy-
mineral-land-resourceslenergy-mineral-land-ruleslstormwater-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.govlabout/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
r%
City: MCB Camp Leiuene _ _ State: NC
ZIP: 28547
5. Street Address:
City:
6. Phone: [phone] Email: christopher.av_eryRIendlease.com
`�
Stormwater Permit Renewal Form Page i of 3 May 11, 2018

h
r
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/0RM. 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.
C-A 1. A permit application processing fee of $505.00 payable to NCDEQ.
CA 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.
09 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. 0&M. Agreements, Please select one:
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 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.
LA 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 NCAG 2H. 1043(3)(b).
https://www.sosne.gov/online services/search/by title/ Business Registration
n
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
_ , the person legally responsible for the permit, certify that I have
a copy of the Permit and &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 OEM Agreement and approved plans. I agree to notify D EMLR 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: Date: 6 - o
NOTARIZATION:
�n
that CY b
this the'io ayki//
OA,
execution of the forgo` trument. V�
AR y
(Notary Seal) : J'
Notary Si5
My commi
a Notary Public for the State of
County of C) Ns' 100 _ , do hereby certify
my hand and official seal,
personally appeared before me
20 c , and acknowledge the due
E
AUG 3 1 2020
BY:
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Attachment C - Permitting History
Watkins Village
Permit No. 5W8 060323
Approval
Date
permit Action
BIMS
Version
Description of the Changes
4/10/2006
Original
Approval
1.0
Approval of two wet detention ponds
7/30/2009
Modification
1.1
Ownership change
10/18/2010
Major
Modification
1.2
Addition of a third wet detention pond
9/16/2020
Renewal
2.0
New expiration date is 04/10/2028
Page 1 of 1

Central Files: APS _ SWP
9/18/2020
Permit Number SW8060323
Permit Tracking Slip
Program Category
Status Project Type
State SW
Active Renewal with major mod
Permit Type
Version Permit Classification
State Stormwater
2.00 Individual
Primary Reviewer
Permit Contact Affiliation
dan.sams
Coastal SWRule
Coastal Stormwater - 1995
Permitted Flow
Facility
Facility Name
Major/Minor Region
Watkins Village
Minor Wilmington
Location Address
County
Int Of Bicentennial Hawaii Streets
Onslow
Facility Contact Affiliation
Camp Lejeune NC 28547
Owner
Owner Name
Owner Type
Atlantic Marine Corps Communities LLC
Non-Govemment
Owner Affiliation
Thomas Tether
• 1801west End Ave Ste 1200
Dates/Events
Nashville TN 37203
Scheduled
Orig Issue App Received Draft Initiated
Issuance Public Notice Issue Effective Expiration
4/10/2006 8/31/2020
9/16/2020 9/16/2020 4/10/2028
Regulated Activities
Requested /Received Events
State Stormwater - HD - Detention Pond
Outfall
Waterbody Name
Streamindex Number Current Class Subbasin