SW8010420_CURRENT PERMIT_20200715

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 01 aZu
DOC TYPE
�, CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
ZnD o71 S
YYYYMM DD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
July 15, 2020
NORTH CAROLINA
Environmental Quality
United States Marine Corps Camp Lejeune
Attn: Mr. Neal Paul
1005 Michael Road
Camp Lejeune, NC 28547
Subject: Permit Renewal
State Stormwater Management Permit No. SW8 010420
Tarawa Terrace I, 11, and III Housing Replacement
Onslow County
Dear Mr. Paul:
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal Application for
the subject project on June 2, 2020. The Division is hereby notifying you that permit SW8 010420 has been renewed on
July 15, 2020, and shall be effective until November 7, 2027. 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 April 18, 2001 and most
recently revised on November 7, 2005, 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 Fling 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 copies of the permit or approved plans, please contact Daniel Sams in the
Wilmington Regional Office, at [phone] or [e-mail].
Sincerely,
Brian Wrenn, Direc
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C — Permitting History
Renewal Application Documents
DESIdan:IllStormwaterlPermits & Pro iects120011010420 HD12020 07 permit 010420
cc: Wilmington Regional Office Stormwater File
®� @�� 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
rvonN can�mn
DWv d LM m M` r 910.796.7215

State Stormwater Management Systems
Permit No. SW8 010420 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
INCLUDING AN AREA SERVED BY AN OFF -SITE STORMWATER CONTROL
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
United States Marine Corps
Tarawa Terrace 1, II and Ill Housing Replacement
Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of one wet detention pond and impervious
areas with runoff to be treated in an offsite permitted stormwater facility in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved
b the Division of Water Quality and considered a part of this permit. The
s ormwater runoff from the site that is served by an offsite system will be routed to
Tarawa Terrace 11 Tarawa Boulevard Pond operated and maintained by Camp
LeJ'eune Marine Corps Base under the terms and conditions set forth in Permit No.
SW8 051018.
This permit retains the Phase 1 D Pond and modifies Permit No. SW8 010420
Modification, issued December 16, 2004, by removing the Phase III Pond (but not the
drainage area) from the project area, enlarging and including Pond III as "Tarawa
Boulevard Pond" in the Tarawa Terrace II project (Permit No. SW8 051018). The
Tarawa Boulevard Pond will serve as an offsite system for the drainage area previously
served by Pond III.
This permit shall be effective from the date of issuance until November 7, 2027, and
shall be subject to the following specified conditions and limitations.-
1. 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 for Phase 1 D Pond and the offsite Tarawa Boulevard Pond have been
designed to handle the runoff from 3,173,122 square feet and 1,397,969 square
feet, respectively, of built -upon area.
1 of 5

State Stormwater Management Systems
Permit No. SW8 010420 Modification
3.
4.
5.
6.
7.
a.
k.
I.
m
Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
The permittee shall limit drainage area to the maximum amount of built -upon
area as indicated on page 3 of this permit, and per approved plans.
The Phase 1 D Pond must be operated with a 30' vegetated filter.
The runoff from all built -upon area within the permitted drainage areas of this
project must be directed into the appropriate permitted stormwater control
system.
The following design criteria have been approved for the proposed wet detention
ponds, and must be maintained at design conditions:
SW8 010420 SW8 051018,
Modification, Offsite Tarawa
Phase 1 D Pond Boulevard Pond
Drainage Area, acres:
151.43
80.85
Onsite, ft2:
6,596,201
1,643,519
Offsite, ft2:
0
1,878,307
Total Impervious Surfaces, ft2:
3,173,122
1,397,969
Design Storm, inches:
1.0
1.0
Pond Design Depth, feet:
5.0
5.4
TSS Removal Efficiency, %:
85
90
Permanent Pool (PP) Elevation, FMSL:
5.0
11.40
Provided Surface Area, @PP, ft2:
186,870
130,181
Temporary Storage Elevation, FMSL:
6.4
12.6
Permitted Storage Volume, ft3:
277,930
159,439
Controlling Orifice:
2 @5" 0 each
6" 0
Permitted Forebay Volume, ft3:
149,854
121,175
Time to draw down, days:
3.0
2.2
Max. Horsepower for a Fountain:
3
2
n. Receiving Stream/River Basin: White Oak 1 Northeast Creek
o. Index Number: 19-16-(3.5)
P. 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.
2of5

State Stormwater Management Systems
Permit No. SW8 010420 Modification
2. Erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
3. The Commanding General, Marine Corps Base, Camp Lejeune is the permittee
for both the Phase 1 D Pond of this permit and the offsite Tarawa Boulevard
Pond (Stormwater Permit No. SW8 051018). The permittee shall at all times
provide the operation and maintenance necessary to assure that both the
permitted stormwater systems function 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 revegetation 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 DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. No person or entity, including the permittee, shall alter any component shown in
the approved plans and specifications. Prior to the construction of any
modification to the approved plans, the permittee shall submit to the Director,
and shall have received approval for modified plans, specifications, and
calculations including, but not limited to, those listed below. For changes to the
project or SCM that impact the certifications, a new or updated certification (s), as
applicable, will be required and a copy must be submitted to the appropriate
DEQ regional office upon completion of the modification.
a. Any modification to the a proved plans and specifications, regardless of
size including the SCM(s , BUA, details, etc.
b. Redesign or addition to t e approved amount of BUA or to the drainage
area.
C. Further development, subdivision, acquisition, lease or sale of any, all or
part of the project and/or property area as reported in the approved plans
and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing
of any componenf of the approved SCM(s), the stormwater collection
syystem and/or vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public
trails, or landscaping material to be considered a permeable surface that
were not included in the approved plans and specifications.
g. Other modifications as determined by the Director.
6. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of eight years from the date of the completion of
construction.
7. The permittee must maintain compliance with the proposed built -upon area and
ensure that the runoff from all the built -upon is directed into the permitted
system.
3 of 5

State Stormwater Management Systems
Permit No. SW8 010420 Modification
8. 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 main pond,
away from the shoreline.
f. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in
Phase ID Pond is 3 horsepower, and the offsite Tarawa Boulevard Pond
is 2 horsepower.
9. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
10. The permittee must maintain the current permitted drainage area. No additional
runoff from outside of the permitted drainage area boundary may enter the
permitted stormwater facilities without first applying for and receiving a permit
modification.
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 y the required tee 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, corporate, 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. 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.
3. 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) which have jurisdiction.
4. 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.
4of5

State Stormwater Management Systems
Permit No. SW8 010420 Modification
5. 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.
6. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. Neither the sale of the
project, in whole or in part, nor the conveyance of common area to a third party
constitutes an approved transfer of the stormwater permit.
7. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. 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 issued this the 15th day of July 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
7, Brian Wrenn, Director
Division of Energy; Mineral and Land Resources
By Authority of the Environmental Management Commission
5of5

IJEMLH USE ONLY
Date Received
Fee Paid
Permit Number
swso 0 o S"C�5`=
SW 0 io
NC DEQ 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: SW8 010420
2. Project name: Building Tarawa Terrace I _
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? 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://deg.nc.gov/about/divisions/energy-
mineral-land-resou rces/energy-mineral-land-rules/stormwater-program/post-Construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://deg.nc.gov/about/divisions/energy-mineral-land-
resources/energy- mineral- land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: MCB Camp Leieune
2. Signing Official's Name: Neal Paul
3. Signing Official's Title: Deputy Public Works Division
4. Mailing Address: MCB Camp Lejeune 1005 Michael Rd.
City: MCB Camp Leieune State: NC
ZIP: 28547-2521
5. Street Address:
City: State: ZIP
6. Phone: (g10) 451-2213 Email:[e-mail]
tplql
Mnve.
UN 0 x 020
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/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.
)��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.gov/online services/search/by title/ Business Registration
JUN 0 2 2020
BY:
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. RERMITfTEE'Sk
CERTIF ATION
I, "Ejt� J (/Lt ASCL - 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 in�f rmation provided on this permit renewal application is, to the best of my
knowledge, cor ect and compye# .
Signature: Date:
NOTAFUZATION--1
this
pL'eLtG ::C.?
My commission expires
a Notary Public for the State of
do hereby certify
personally appeared before me
day of �� , 20�_=� , and acknowledge the due
g instrument. Witness my hand and official seal,
ma
JUN 0 22020 T F
BY:—
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
I,de the persoh legally responsible for the permit, certify that I have
a copy of the Permit and O& greement on site (or 1 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 ownersh'p. information provided on this permit renewal application is, to the best of my
knowledge, correct an ete.
Signature: Date:
NOT XR1ZMION:
County of
that
iu�L�t►.r���
this the 71 .01 day of
ng instrument. Witness my hand and official seal,
IQAR y,
I AUBOG
No�Signature
My com<Ow-Go V a
"fS isww,ed ?ires
a Notary Public for the State of
do hereby certify
personally appeared before me
20 ZD , and acknowledge the due
JUN'
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

a
,41t�'�t�lfrh��iip�„ i
.r` ti,l�
_� . J
r..;�� �..;rr�1�t��t�y`'`

Central Files: APS _ SWP _
7/15/2020
Permit Number Permit Tracking Slip
Program Category Status Project Type
Permit Type Version Permit Classification
Primary Reviewer
Coastal SWRule
Permitted Flow
Facility
Permit Contact Affiliation
Facility Name Major/Minor Region
Location Address County
Owner
Owner Name
Facility Contact Affiliation
Owner Type
Owner Affiliation
Dates/Events
Scheduled
prig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
Regulated Activities Requested /Received Events
Outfal!
Waterbody Name Streamindex Number Current Class Subbasin

Burd, Tina J
From: Burd, Tina J
Sent: Friday, June 19, 2020 8:57 AM
To: Barraco CIV Talia M
Subject: SW8 010420 - Building Tarawa Terrace I
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 June 2, 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
Email 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: `rgeA04 _f6 ACE DA)6 H",Z a Date Delivered to WIRO: zo 7-
Project County/Location: p4V Z M C BIMS Received/Accepted Date: ZvlZj
Rule(s): F�2017 Coastal 1:12009 Coastal 01995 Coastal 81MS Acknowledged Date':
Phase 11 Universal El1988 Coastal
Permit Action: New
Major Mod / Minor Mod enewal
Permit Type: !� LD / LD Overall / HD &LD Combo
General Permit / Off site / Exempt / Rescission
Development Type: Commercial / Residential / Other
Subdivided?: Subdivision or Single Lot "'
Permittee Type & Documents Needed:
Property Owner(s) Purchaser Lessee
Viable? i� Viable? Viable?
Deed Purchase Agmt Lease
Not Subdivided: Deed
Subdivision: Common Area Deed
Paperwork
New Permit #Z:
ID Existing Permit #: 5;,� Ql p f1W
Expriation Date 3: 2-01
FlOffsite to SW8:
Lot is in Master Permit?
ETE Cert on File?
ElHOA Developer
Viable? Viable?
Election Minutes
Application
Fee: [:]$505 (within 6mo) Check#(s):
�Supplement2 (1 new form or for alder forms: 1 original perSCM)
�O&M2
Soils Report (Infil or PP)
MCalcuiations (signed/sealed)
Deed Restrictions, if subdivided
Project Narrative
FTSGS Map (or on file?) Subject to SA?: Y / N Subject to ORW?:
Plans {2 Sets)
MPE Certification
Electronic Copies
Easements, Recorded (2017 Rutes)
NOTES:
'Enter RIMS Acknowledged Date on this Sheet
2For New Projects -Enter New Permit # on Supplements & Deed Restictian Templates.
3If w/in 6 months and they are requesting a mod, STOP. Needs a renewal first.
EMAILED ENGINEER DATE:
REVIEWER NAME: --L) P1
FiNo Fee
Y / N
Comments: &/ekl lok2Mfr PFEPM 617Sr/- 661/090P)15
G:wQ\\\Reference Library\Pr❑[edLires\Checklists\Com PIetemess Review Chetkiist_2020 0131

OFFICE USE ONLY
Date Received Fee Paid Permit Number
1— -a ¢ct)4ct 1 .5w'?ol0 zv HW
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):
Commanding General, Marine Corps. Base, Camp Lejeune
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Commander Lawrence Readal, Public Works Officer
3. Mailing Address for person listed in item 2 above:
Commanding General, Marine Corps. Base, 1005 Michael Road
City: Camp Lejeune state. NC zip: 28547-2521
Telephone Number: ( 910 ) 451-2581
4. Project Name (subdivision, facility. or establishment name - should be consistent with project name on plans,
specifications. letters, operation and maintenance agreements, etc.):
Tarawa Terrace Phase III Housing Replacement
5. Location of Project (street address):
Tarawa Terrace
city: Camp Lejeune county: Onslow
6. Directions to project (from nearest major intersection):
From Hwy. 24, enter Tarawa Terrace I entrance and proceed on Tarawa Blvd.
to site.
7. Latitude: 34 ° 44'
Longitude: 77 ° 22'
8. Contact person who can answer questions about the project:
Name: Wend Haustveit/David Powell Telephone Number:
II. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal
of project
08 ) 344-1180
X Modification
W
Form SWW-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW8010420 N62470-97-C-7111 and its issue date (if known) Au . 23 2003
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit X Other
4. Additional Project Requirements (check applicable blanks):
�CAMA Major X Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
I-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.
Wet ponds will be used to capture the runoff form the 1 -inch storm in order to settle —
out suspended solids.
2. Stormwater runoff from this project drains to the White Oak
River basin.
3. Total Project Area: acres 4. Project Built Upon Area: %
5. How many drainage areas does the project have? 2
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.
Phase 1 D Pond Phase III Pond
:Basin Information
Drainage Area�1
Drainage�Area 2. .
Receiving Stream Name
NORTHEAST CREEK
NORTHEAST CREEK
Receiving Stream Class
SC HQW NSW
SC HQW NSW
Drainage Area
6,596,201 SF
1,878,243 SF
Existing Impervious` Area
—
—
Proposed Impervious'Area
3,173,112 SF
755,001 SF
% Impervious* Area (total)
48%
40%
Impervious'Surface Area:.
Drainage*ea 1 .:
Drainage Aiea'2,
On -site Buildings
372,097 SF
135,660 SF
On -site Streets
443,259 SF
196,623 SF
On -site Parking
160,246 SF
90,895 SF
On -site Sidewalks
121,885 SF
46,658 SF
Other on -site
264,099 SF
160,782 SF
Off -site
1,811,536 SF
124,383 SF
Total: 3,173,112 SF
Total: 755,001 SF
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Farm SWU-101 Version 3.99 Page 2 of 4

How was the off -site impervious area listed above derived? From topographic map and previous_
construction plans.
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. AlI 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
Farm SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

Vr. 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.
Initial"
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of442&(payable to NCDENR) $4000.00
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications. including:
- 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)
VIL 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): David G. Powell, RiveRidge Engineering Go.
Mailing Address: 405 W. Myrtle St.
City: Boise State: ID zip: 83702
Phone: ( 208 ) 344-1180
VIII. APPLICANTS CERTIFICATION
1, (print or type name o n ' t' n General In
certify that the info iation I -c �! on this pe
that the project will co n mnfonrk
and protective cov will orded, and
NCAC 2H .1000. i
Fax (_ 208 L 344-1182
ton form is, to the best of my knowledge, correct and
approved plans, that the required deed restrictions
)osed project complies with the requirements of 15A
Date: Y
Form SWU-10l Version 3.99 Page 4 of 4

Permit No. 5A) �TU1 Q 4 ZO 1� 019
(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
DWO 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: Tarawa Terrace Phase Ili - Housing Replacement
Contact Person: Wendy Haustveit/David Powell Phone Number: (.208) 344-1180
For projects with multiple basins, specify which basin this worksheet applies to: Phase III Pond
elevations
Basin Bottom Elevation 6.0 ft. (floor of the basin)
Permanent Pool Elevation 11.4 ft. (elevation of the orifice)
Temporary Pool Elevation 12.6 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 61,451 sq. ft. (water surface area at the orifice elevation)
Drainage Area 43.12 ac. (on -site and off -site drainage to the basin)
Impervious Area 17.33 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 242,368 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 76,170 cu. ft. (volume detained above the permanent pool)
Forebay Volume 48,599 cu. ft. (approximately 20% of total volume)
Other parameters
SA/DA1 2•8 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 4 in. (2 to 5 day temporary pool draw -down required)
Design Rainfall 1 in.
Design TSS Removal 2 90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
i 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.
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
t_o// a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
wt( b. The forebay volume is approximately equal to 20% of the basin volume.
_ L o L f c. .The temporary pool controls runoff from the design storm event.
c J� d. The temporary pool draws down in 2 to 5 days.
N1A 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).
j.
N/A k.
N/A
Vegetative cover above the permanent pool elevation is specified.
A trash rack or similar device is provided for both the overflow and orifice. &011 n-�� '''efe
A recorded drainage easement is provided for each basin including access to nearest rightP(-,rv.6
of -way.
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.
L 041 m. A mechanism is specified which will drain the basin for maintenance or an emergency.
L,J%!Ire�r0�,� �tga'f
ILvrzer�crl cc� c� ry+ cl_-aA-d Comic o
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) Kdoes 0 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does A does not incorporate pretreatment other than a forebay.
Form 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.
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 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.
4M-
When the permanent pool depth reads —, ffe�et in the main pond, the sediment shall be removed.
When the permanent pool depth reads 7� feet in the forebay, the sediment shall be removed.
Sediment RAoval El. 7.25
Bottom Elevation 6.0-----r2
FORE$AY
BASIN DIAGRAM
{fill in the blanks}
Permanent Pool Elevation 1 1.0
Sediment Removal Elevation 7.25
----------------------------------
6 Bottom Elevation 6.0
MAIN POND
-------1-,-,-% --
25%
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:_ F-E tyC,G- 7-t L-
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 S ate o G� L
County of , do hereby certify that
personally appeared before me this S101 day of /�� , .-Z-1 i , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
za6
SEAL
My commission expires o�3 0� ';1 0 U.1"
Form SWU-102 Rev 3.99 Page 4 of 4

•
Permit No. 56U 30l U ¢ zo
(io by provided.hv 1)IYO .
State of North Carotin
D4artment of Fnvironment and Natural Resources
Divislon of Water Quality-
STORMWATER MANAGRMFNT PERMIT APPLICATION FORM
WET -DETENTION BASINSUPPLENIENT.
" This faint may be photocoFied.tar use as an original
!]w(ZStarmwater Mzinngetrient Plan Reviaw:
A complete stormwater rnatiagemerit 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.
1. PROJECT INFORMATION
Project Name: CAMP LETEU E PHASE 1D POND
Contact Person: laP BRIGGS _.. 1'hnne Number: (ZOa } 344.9700
For projects with multiple basins, specify which basin this worksheet applies_to: R2DJ I fl)
elevations
Basin Bottom Elevation 0. p � w fl. (11(mr of the.hasin)�
Permanent Poo I Elevation 5. Q ft. (elevation of the orifice)
Temporary Pool Flevntion (�,.Q W ft. (elevation of the discharge srrtrrnire overflow)
areas
PermHne~nt Pool Surface Area 1 A6r,7n sq. ft.
Drainage Area 173.82 ac.
Impervious Area 74.74 ac.
(watersurface area at tile orifce elevation)
(on -site and off -site drainage to the basin)
(on -site and of -site drainage to the basin)
volumes
Permanent Pool Volume 757,358 cu. ft. (combined volume of main,basin.and forebay)
Temporary Pool Volume u; ft. (volume detained above.the.perinanem pool)
I'orebay Volume 149,854 -cu, ft. (approximately 20% of total uolumeq
Other parameters
S1VDA'
Diameter of Orifice
Design Rainfall
Design TSS Removal Z
>•orm SWU.102 ttev 3,99
2,471
X 5 in.
1.0 in.
U.3 %
(surface area, to drainage area ratiofrom.DIYQ table)
Q to,5 day:tentporary pool draw -down required)
(minimum 85% required)
Pnge 16f 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 emploved 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 BM P manual provides design tables for both 95"1" TSS removal and 901;%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
X 108 a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
X bB b. The forebay volume is approximately equal to 20% of the basin volume.
X c. The temporary pool controls runoff from the design storm event.
X d. The temporary pool draws down in 2 to 5 days.
e. if required, a 30-foot vegetative filter is provided at the outlet (include non -erosive now
calculations)
AB f. The basin length to width ratio is greater than 3: 1.
X The basin side slopes above the pennanent pool are no steeper than 3:1.
x _ bB h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
sr he i. Vegetative cover above the permanent pool elevation is specified.
X P8 j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
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.
X D13 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 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does )Kdoes not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall b4perfortned 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, 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 750/0 oFthe 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 ��ccumulated sediments.
When the permanent pool depth reads -4--t5 feet in the main pond, the sediment shall be removed.
3"16
When the permanent pool depth reads feet in the forebav, the sediment shall be removed.
BASIN DIAGRAM
(fill In the hlunkv)
Permanent Pool Elevation 15_ 0
Sediment Removal El. /• 2 175
Sediment Removal Elevation /•25 75`%
Bottom El anon d. A '% --------------------------------------------- -------
Bottom Elevation d. 0 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-l02 Rev 3.99 Page 3 of

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: ST-C✓En/ /f, n5 , V/S
Title: /C W,04 -5 DFFiL�i�
Address: /DoS/''H4EL /t'DAd Ci��Ji° GEJ�!//t/�, /VG 28Sh'�
Phone: '710 — yS! — 2 316 X 2
Signature: ZZZ�110�
Date: 22 AM le DZ
Note: The legally responsible party should not be a homeowners association unless more than 50'%, of the lots have been sold and a
resident of the subdivision has been named the president.
I, a Notary Public for the State of r LzslG��
County of , do hereby certify that
personally appeared before me this o�-"/day of and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seat,
SEAL
My commission expires 0 a
Form SWU-102 Rev 3.99 Page 4 of 4

DETENTION POND ANALYSIS FILENAME- G-\DATA\WPDATA\WQS\POND1010420-D
PR0J'EQT #: SW8 01 0420-D REVIEWER- L. Lewis
PROJECT.NAME: Tarawa Terrace Overall Pond
DATE-
15-Aug-02
Receiving Stream:
Northeast Croek
Class:
SC HQW NSW
Drainage Basin:
White Oak
Index No.
19-16-(3.5)
Site Area
189.90 acres
Drainage Area
Jr.;
57; 0000.'I
square feet
Area in Acres
173.82 acres
IMPERVIOUS AREAS
Rational C
Acres
Buildings
1413086.00
square feet
32.44
Streets
9766155.00
square feet
22.42
Parking
5793148,00
square feet
13.30
SW
120661.00
square feet
2.77
Other
165964.00
square feet
3.81
square feet Total
74.74
TOTAL
:��;3255674
square feet
Rational Cc= 0.11
SURFACE AREA CALCULATION
% IMPERVIOUS 43,00%
Des. Depth 5
TSS: 85
SA/DA Ratio 2.28%
Req. SA 172626 sf
Prov. SA 'i8687Osf
VOLUME CALCULATION * place a "l " in the box if Rational is used
Rational ?*
Des. Storm
Rv=
Bottom
Perm. Pool
Design Pool
Volume prov @6.4
Req. Volume
Storage met at
ORIFICE CALCULATION
Avg. Head =
Flow Q2, cfs
Flow Q5, cfs
No. of Orifices
Diameter, inches
Drawdown =
Perm. Pool Volume=
757358
Req. Forebay Volume=
151471,6
Provided Volume=
149854.00
Percent=
Al 4198
Elev Area
Inc. Vol
Acc. Vol
5 186870
0
0
6.00 201145
194008
194008.00
7.00 218468
209807
403814.0
Q2 Area =
61.82
sq. in.
Q5 Area =
24.73
sq. in.
Orifice Area
39.27
sq. in.
Q=
1.014
cfs
in
x
F7T
COMMENTS
Surface Area, Volume and Orifice are within Design Guidelines.
in

DETENTION POND ANALYSIS FILENAME- G:IDATAIWPDATAIWQSIPOND1010420-D
PROJECT #: SW8 010420-D REVIEWER: L. Lewis
PROJECT NAME: Tarawa Terrace Overall Pond
DATE:
15-Aug-02
Receiving Stream:
Northeast Creek
Class:
SC HQW NSW
Drainage Basin:
White Oak
Index No.
19-16-(3.5)
Site Area
189.90 acres
Drainage Area
7571Q0 Q(
square feet
Area in AcreE
173.82 acres
IMPERVIOUS AREAS
Rational C
Acres
Buildings
1413086.00
square feet
32.44
Streets
976615.00
square feet
22.42
Parking
579348.00
square feet
13.30
SW
120661.00
square feet
2.77
Other
165964,00
square feet
3.81
square feet Total
74.74
TOTAL
325674.pp.'
square feet
Rational Cc= 0.11
SURFACE AREA CALCULATION
% IMPERVIOUS 43.00%
Des. Depth 5
TSS: 85
SAIDA Ratio 2.28%
Req, SA 172626 sf
Prov. SA ;.186870�� sf
VOLUME CALCULATION * place a "1" in the box if Rational is used
Rational ?*
Des. Storm
Rv=
Bottom
Perm. Pool
Design Pool
Volume prov @6.4
Req. Volume
Storage met at
ORIFICE CALCULATION
Avg. Head =
Flow Q2, cfs
Flow Q5, cfs
No. of Orifices
Diameter, inches
Drawdown =
FOREBAY
Perm. Pool Volume=
Req. Forebay Volume=
Provided Volume=
Percent=
Elev Area
757358
151471.E
149854.00
Inc. Vol Acc. Vol
5
186870
0
0
6.00
201145
194008
194008.00
7.00
218468
209807
403814.0
0.55
ft
Q2 Area =
1.596
cfs
Q5 Area =
0.638
cfs
Orifice Area
77771 7
Q=
7QOweirHxW
in
3
days
COMMENTS
Surface Area and Orifice are within Design Guidelines. `1 t R
64.10
sq. in,
25.64
sq. in.
38.48
sq. in,
0.958
cfs
x
._: in

BRIGGS ENGINEERING, Inc.
ENGINEERS 1 PLANNERS 1 SURVEYORS
August 15, 2002
1800 West Overland Road
Boise, Idaho 83705-3142
Voice: [phone]
Fax: [phone]
[e-mail]
Ms. Linda Lewis
North Carolina Department of Environmental Health and Natural Resources [NCDENR]
Water Quality Section - Stormwater
127 Cardinal Dr. Ext.
Wilmington, North Carolina 28405
RECEIVED
Re: DWQ Stormwater Project Number: SW8 010420
Tarawa Terrace Housing Replacement AUG 18 2002
DWQ
Dear Ms. Lewis: PROS #
Per your email we are submitting the following items for your use.
• (2) Copies of the 11 x1 7 plans submitted in ,dune.
+ (1) Copy of the revised Engineering Calculations Cover Sheet, stamped.
Thank you again for your attention to this project.
Sincerely,
BRIGGS ENGINEERING, Inc.
Dean Briggs, P.E.
Enclosures
Copies: Lynn Standish, Gile & Assoc.
Rick Marshall, Hunt Building Co.
1007 - Lejeune 08/15/02

April 10, 2002
Commander S.R. Scanlan, CEC, USN
Public Works Officer, Marine Corps Base
1005 Michael Road
Camp Lejeune, NC 28542
Subject: Tarawa Terrace
Stormwater Project No. S W 8 010420
Onslow County
Dear Cdr. Scanlan:
The Division of Water Quality is in receipt of your letter of March 27, 2002. Staff met with Tony
Sholar on March 4, 2002, where a modification to the current permitted stormwater facilities was proposed.
This modification was needed in'order to provide more space around the new buildings that was currently
being taken up by the dry detention facilities. As I understand it, the modification involves the replacement
of the previously permitted multiple dry detention basins to a single wet detention pond (known as the Phase
I D pond) which will treat the runoff from the entire Tarawa Terrace development starting with Phase 1 B.
Concurrently, a modification to replace the dry detention basins in Phase 1 A with a separate wet pond
(known as the Phase I A pond) is also proposed. It is my understanding that the proposed impervious areas
under Phase I B will commence construction without stormwater treatment at this time, but will be treated
in the Phase 1 D pond to be constructed at a later date.
The contract for the Phase 1 D Pond is expected to be awarded in the fourth quarter of 2002. After
the award, an estimated 60-90 days for equipment mobilization and pond site demolition may elapse before
actual pond construction would begin. The Phase 1 A pond will be modified upon receipt of the modified
permit. The Division of Water Quality accepts your proposal, subject to the following conditions:
The Phase 1 D Pond must be constructed within 4 months of awarding the contract, and the
contract must be awarded by December, 2002. This agreement must be re -negotiated if this
timeframe is not met. Unforseen circumstances will be considered, however, the Division
will require that every effort be made to minimize the amount of time that stormwater runoff
goes untreated at this site.
2. The proposed Phase I D Pond must meet the design guidelines established in 15A NCAC
21-I.1000. A cursory review of the application submitted on March 25, 2002, indicated that
short-circuiting is a potential problem in the Phase IA pond due to the location of one of the
forebays. The forebay closest to the outlet structure must either be eliminated or relocated
to provide the necessary 3:1 L:W flow path.

BRIGGS ENGINEERING. Inc.
ENGINEERS/ PLANNERS/ SURVEYORS
RECEIVED
JUN 2 6 2002 June 25, 2002
vwQ ROD
PROM # 5W Il 8 of 0420 OD
1800 West Overland Road
Boise, Idaho 83705-3142
Voice: [phone]
Fax: [phone]
[e-mail]
Ms. Linda Lewis
North Carolina Department of Environmental Health and Natural Resources jNCDENRJ
Water Quality Section - Stormwater
127 Cardinal Dr. Ext.
Wilmington, North Carolina 28405 [phone]
Re: DWQ Stormwater Project Number: SW8010420 Modification
Tarawa Terrace Housing Replacement, Phases 1A, 1B, 1C & 1D
N62470-97-C7111
Dear Ms. Lewis:
The purpose of this letter is address each of the comments on your letter dated May 30, 2002.
In an effort you with additional information we have addressed each comment below and have
attached (2) modified copies of submitted information. Due to the sensitive nature of this project
schedule, I would be pleased to come to your office and go over the project at your convenience.
We look forward to your review and comments.
Following is a synopsis of the responses to your comments in the order of your letter.
1. There are no wetland issues. Notes indicating no wetlands are on sheets: C-112,
Demolition Note 9 [Phases 1A & 1 B] & C-105-C, Demolition Note 7 [Phase 1 C]. Phase 1 D
Sheets C-101-D & C-102-D indicate the location of the wetlands as surveyed by Parker and
Associates, November 2001. All work is outside of the wetlands delineation with the
modification of the outlet structure.
2. General building dimensions and perimeter areas have been added to the legend on sheets
C-101 [Phases 1A & 1B]& C-101-C [Phase 1C].
3. Base Facilities Engineering has provided a planting schedule for the "Wetlands Species
Planting". The planting species type and spacing is noted on sheet C-502-D, Note 4.A..
The location of the planting is identified on sheets C-101-D & C-102-D from elevation 5 to
3.33 on the 6:1 slopes.
4. Enclosed is the modified application page 2 [SWU-101, v3.99] and pages 1 and 2 of the
"Wet Detention Basin Supplement" form [SWU-102, v3.99], with modification made as
requested.
5. A vegetated filter has been added to the plans downstream of the outlet on sheet C-102-D.
Details of the filter have been added to sheet C-502-D, #4 & #5.
1007 - Lejeune 06/25/02

.1.
BRIGGS ENGINEERING. Inc. — 1800 West Overland Road, Boise, Idaho 83705
6. Item Il.e. "Wet Detention Basin Supplement" has been initialed and the NA X'd out.
7. Calculations determining the non -erosive velocity in the vegetated filter are attached.
8. The temporary pool volume has been modified to an elevation of 6.4.
9. The clay liner has been removed at the request of the Base Civil Engineer.
10. Sediment removal elevation is acknowledged to be 1.25, which is 1,25 feet above the pond
bottom at elevation of 0 and 3.75 feet below the permanent pool elevation of 5.00.
Sincerely,
BRIG. ENGINEERING, Inc.
Dean Briggs, P.E.
Enclosures: Revised Application Sheets: SWU-101, page 2; SWU-102, pages 1 & 2
Revised and Amended Calculations
Modified Drawings: C-101, C-506, C-101-C, C101-D, C102-D, & C502-D
Enclosures
Copies: Lynn Standish, Gile & Assoc.
Rick Hunt, Hunt Building Co.
McKenney Hartman, ROICC
1007 - Lejuene
PA
06/25/02

Cdr. Steve Scanlan
April 10, 2002
Stormwater Permit No. SW8 010420
If you have any questions, please do not hesitate to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSSlarl: S:IWQSISTORMWAIILETTERS1010420.APR
cc: Tony Sholar
Linda Lewis

WET DETENTION POND ANALYSIS
FILE NAME: G:IDATAIWPDATAIWQSIPOND1010420-IIl.dec04.WK
PROJECT #: SW8 010420-Ill.dec04 REVIEWER: L. Lewis
New Phase III Pond
PROJECT NAME: Tarawa Terrace Housing I, II & III DATE: 16-Dec-04
Receiving Stream: Northeast Creek Class: SC HQW NSW
Drainage Basin: White Oak Index No. WOK02 19-16-(3.5)
Site Area acres
Drainage Area square feet Area in Acres 43.12
IMPERVIOUS AREAS
Rational C
Building
135660.00
square feet
Street
196623.00
square feet
Parking
90895.00
square feet
SW
46658.00
square feet
Other
160782.00
square feet
Offsite
124383.00
square feet
TOTAL
i 55f301lQ
square feet Rational Cc= 0.12
SURFACE AREA CALCULATION
% IMPERVIOUS 40.20%
Des. Depth 5
TSS: 90
SAIDA Ratio 2.81 %
Req. SA 52850 sf
Prov. SA':45':1': sf
VOLUME CALCULATION * place a "1" in the box if Rational is used
Req. Volume 6451 ';' cf
Vol. Prov. at DP _ .:'..... 7:51.7.2<I cf
ORIFICE CALCULATION
Avg. Head =
Flow Q2, cfs
Flow Q5, cfs
No. of Orifices
Diameter, inches
Drawdown =
0.52
ft
0.373
cfs
0.149
cfs
400:
weir HxW
2 5 ;
days
FOREBAY
Perm. Pool Volume= 223153
Req. Forebay Volume= 44630.6
Provided Volume= 39944.00
Percent= 17 9°0
Elevation
11.40
12.60
Area
61451.00
65502.00
Inc. Vol.
76171.80
Acc. Vol.
0.00
76171.80
Q2 Area =
15.52
sq. inches
Q5 Area =
6.21
sq. inches
Orifice Area
12.57
sq. inches
Q=
0.302
cfs
in
x
>..
in
Surface Area @DP =
65502 sq. ft.
Falling Head Drawdown =
3.8 days
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines
Engineer used wrong formula for orifice area. Orifice is too large.

1
�
\
C
C
O
M
t
$
0
0
2
LL
. �
_
n
/
/
e m
m 0
c o U)' w
B $ K d § k
R 0
2
R 2 $
§ k
Lq
k k k / CD - k
< LC)
o
� _ 0) /
w
0
\
«
�
0
o
I--
co o It 0 7
W
w
E
w
C4 o L a 0 o r- f
%
co S o
k q \ C k co \
�C C%j
0
�
00 UD
2 % q 3 It2
R 6 q 9 -t R 2
< q % m 2 R % 7 #
od
<
y \J
p m
Z
_j
O >
� O
2
\ LU
a 7 d
o ¥ < o o a
� � «
0
R
q
2
\
a
0
0
><
m
0 o
a E
LU
d
0
0
0
a
U-
LLJ
LU
>
0
0
400
\
2
\
k�
k
L
$
/
_j
o \
©
-
>o
§_\ k \
w�G % \.
�d
LL .
Z .
.. �
It
/ k ®
C 2 Li
D
o 0
> F-
0
0
a
$ w
/ w