SW8010420_HISTORICAL FILE_20020823

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 d I r--)42.b
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Z oo2 D$ Z3
YYYYMMDD

�0� W A rFq
�O
� r
P --
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
August 23, 2002
Commander S. R. Scanlan, Public Works Officer
Commanding General, Marine Corps Base
1005 Michael Road
Camp Leicune, NC 28547-2521
Subject: PermitNo. SW8 010420Modification
Tarawa Terrace'I Housing
N62470-97-C-7111
- - - - - High Density Stormwater Project----- - -
--- -- -- -Onslow County - - - -- - --
Dear Commander Scanlan:
The Wilmington Regional Office received a complete modification to the Stormwater
Management Permit for Tarawa Terrace I Housing on August 18, 2002. Staff review of the plans
and specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 010420
dated August 23, 2002, for the construction of Tarawa Terrace I Housing.
This permit shall be effective from the date of issuance until August 23, 2012, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate system
for operation and maintenance of the storm water, management system will result in future
compliance problems.
If any parts, requirements, or limitations contained in this pemut are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following
receipt of this permit. -.This request must be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matte:, please contact
Linda Lewis, or me at [phone],
Sincerely,
- R1ck.Shiv1-r
Water Quality Regional Supervisor
RSS/arl: S:IWQSISTORMWATIPERMIT1010420.AUG
CC'. Dean Briggs,-P.E.
Mitchell Parker, Onslow County. Inspections
Linda Lewis
Wilmington Regional Office
Central Files
NCI)Eha
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

State Stormwater Management Systems
Permit No. SWS 010420
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES-
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Cdr. S.R. Scanlan, Public Works Officer, Marine Corps Base
Tarawa Terrace I Housing
Onslow County
FOR THE
construction, operation and maintenance of 2 wet detention ponds 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 by the Division of Water Quality and considered a part of this
Permit.
This permit shall be effective from -the date -of issuance until August 23, 2012 and shall be
subject to the following specified conditions and Iimitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheet. The stormwater controls have
been designed to handle the runoff from 304,048 ftz and 3,255,674 ftz of built -upon area. -
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
4. Each drainage area will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plants.
5. Pond D must be operated with a 30' vegetated filter.
6. 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.
7. All conditions regarding Pond D as outlined in the April 10,.2002, letter must be followed.
2

State Stornwater Management Systems
Permit No. SW 8 010420
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name: Tarawa Terrace I Housing (N62470-97-C-7111)
Permit Number: __ SW8 010420 Modification
L
ri ocaon. _ _ T ., _ . _ _. _
_. ns ow ounty-- - -
Applicant:
Commander S. R. Scanlan
Public Works Officer
Mailing Address:
Marine Corps Base
1005 Michael Road
Camp Lejeune, NC 28547-2521
Application Date: -
August 18, 2002
Name of Receiving Stream/Index #:
White .Oak/ Northeast Creek / 19216-(3.-5)
Classification of Water Body-
"SC HQW NSW"
Pond Number:
1A
D
Drainage Area, acres:
'16.08
173.82
Offsite.Area entering Ponds, ftz:
none, per.Engineer, both ponds
Total Impervious Surfaces, ftz:
'304-,048
3,255,674
Pond Design Depth, feet:
.5
5
Permanent Pool Elevation, FMSL:
20
5
Required'I" Storage Volume, ft3:
-25,722
275,723
Provided Storage Volume, $':
200,704
277,930
Temporary Storage Elevation, FMSL:
21
6.4
Controlling Orifice:
2.5"y pipe
7"cp pipe
Time to draw down, days:
2.7
3.3
3

State Stormwater Management Systems
Permit No. SW8 010420
11. SCHEDULE OF COMPLLANCE _
- 1. The stormwater managdmerit system shall be constructed in it's entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency. The 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 side slopes.
d. Immediate -repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans.and specifications.
f.- Debris removal and unclogging of outlet structures, orifice devices, swales, catch
basins.and piping.
g. Access to the outlet structures must be available at all times.
h. The grassed swales will be kept grassed with no erosion, free of sediment and
trash.
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. Decorative spray fountains will not be. allowed in any stormwater treatment. system.
6. The facilities shall be constructed as shown on.the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,.and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the.system installed certifying that the permitted facility has been
instalIed'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.
8. If the stormwater system was used as an Erosion Control device; it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
9. 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 the approved plans, regardless of size.
b. :Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved -amount of built -upon area.
e. Further subdivision, acquisition, or sale of the project area. The project area is
defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
4

State Stormwater Management Systems
Permit No. SW8 010420
10. A copy of the approved plans and specifications shall be maintained on file by -the
Permittee for a minimum of ten years from the date of the completion of construction.
11. The permittee is responsible for verifying that the proposed built -upon area does not
exceed the allowable built -upon area..
12. The Director may notify the permittee when the permitted site does not meet one or more
- -- - - - of the minimum -requirements of -the permit: Within -the time frame specified in the -notice.
the permittee shall submit a written time schedule to the Director for modifying the site to
meet minimum_ requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
13. The permittee shall notify the Division of any.name, ownership or mailing address
changes within 30 days.
I11. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee,.a formal, permit request must be
submitted to the Division of Water Quality accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance ofIhis 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.
5. The permittee grants DENR Staff permission to enter the property for the purpose of
inspecting all components of the permitted stormwater management. facility.
6. 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.
7. 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.
Permit issued -this the.23rd day ofAugust,.2002.
NORTH CAROLINA.ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 010420
E

State Stormwater Management Systems
Permit No. SW8 010420
Tarawa Terrace I Housing (N62470-97-C-7111)
Stormwater Permit No. SW8 010420 Modification
Onslow County
Designer's Certification
as a duly registered -
in the State of North Carolina, having been authorized to observe (periodically/weekly/full time)
the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
i

State Stormwater Management Systems
Permit No. SW8 010420
Certification Requirements: - --
1. ---The drainage area to the -system contains approximately the permitted acreage.
2. The drainage_area to the system contains no more than the.permitted amount of - -
built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system. .
4. The outlet/bypass structure elevations are per the approved plan.
S. The outlet structure is located per the approved plans.
6. - Trash -rack - -is provided on the-outlet/bypass structure.-
7. All slopes are grassed with permanent vegetation.
S. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and'do not cause short-circuiting of
the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ Regional Office
Mitchell Parker, Onslow County'Building Inspector
7

..
Two Phase Design/Build
Replacement of Family Housing Units
Tarawa Terrace Housing, marine Corps Base
Camp Lejeune, North Carolina
CAMP LEJEUNE, TARAWA TERRACE ?
STORM WATER CALCULATIONS
[MODIFICATION]
RECEIV"""
Adiu- 18 2002
Pxoa # S ? 0/0 �ZO /�- o0
8/15/2002
Stormwater Management Plan
9-13

m
Two Phase Design/Build
Replacement of Family Housing Units
Tarawa Terrace Housing, marine Corps Base
Camp Lejeune, North Carolina
Table of Contents:
1) SITE DESCRIPTION
a) Nature and Purpose of Construction Activity
b) Intended Sequence of Major Activities
c) Estimates of Area to be Disturbed
d) Description of Existing Soil Types.
e) Existing Vegetation
f) Receiving Waters
g) Site Map
2) EROSION AND SEDIMENT CONTROL
a) Stabilization Practices:
b) Structural Practices
3) STORMWATER MANAGEMENT PLAN -- Redevelopment
a) Redevelopment Justification
b) Stormwater Management Summary
4) ATTACHMENTS
a) Storm Water Management Permit Application Form
b) Extended Wet Detention Basin Supplement — Basin #1A
c) Storm Drainage Plans
d) Storm Drainage Calculations [on plans)
e) Erosion and Sediment Control Plans
11%uu1
\k GA
SEAL
/g
"`+..:w
qN W W
3/19/2002 StormwOfiea%;ement Plan 2 - 13

Two Phase Design/Build
Replacement of Family Housing Units
Tarawa Terrace Housing, marine Corps Base
Camp Lejeune, North Carolina
1J Site Description
a) Nature and purpose of construction activity -- to provide 234 new family housing units at
Tarawa Terrace I, Camp Lejeune, North Carolina (TTI). The work includes the design
and construction of new housing, demolition of existing buildings, site improvements,
and utility services.
i) The Construction of this project will be accomplished in two phases. Phase I
includes the demolition of existing housing and the construction of 234 new housing
units. Phase II includes the demolition of existing housing and the construction of a
new storm drainage facility for the balance of TTI. This erosion and sedimentation
control plan and Stormwater management plan covers the construction both phases
of the project.
b) Intended sequence of major activities — major construction activities will occur
approximately in the following order.
i) Site Clearing and Demolition Areas to be Rebuilt (1A, 1 B, 1 C)
ii) Earthwork and Temporary Stabilization Areas to be Rebuilt (1A, 1B, 1C)
iii) New Construction and Permanent Stabilization Areas to be Rebuilt (1A, 1 B, 1 C)
iv) Building Construction in Areas to be Rebuilt (1 A, 1 B, 1 C)
v) Earthwork and Temporary Soil Stabilization, Future Construction (1 D)
vi) Infrastructure & Storm Water Facilities Construction and Permanent Soil
Stabilization, Future Construction (1 D)
vii) Site Clearing and Demolition, Future Construction (1 D)
viii)Earthwork and Temporary Soil Stabilization, Future Construction (1 D)
ix) Infrastructure & Storm Water Facilities Construction and Permanent Soil
Stabilization, Future Construction (1 D)
c) Estimated area to be disturbed - 43 acres
3/19/2002 Stormwater Management Plan 3 - 13

Two Phase Design/Build
Replacement of Family Housing Units
Tarawa Terrace Housing, marine Corps Base
Camp Lejeune, North Carolina
d) Description of existing soils types — A soils investigation was performed to identify the
existing soil conditions at the site. Soil samples were classified according to the
"Unified Classification System." The predominant soil types consist of clean sand (SP),
slightly silty sand (SP-SM), clayey sand (SC) and silty sand (SM), with minor amounts of
fat clay (CH) and sandy silt (MH). Groundwater was observed in test borings and hand
augers at a depth of approximately 5.0 to 18.5 feet.
e) Existing vegetation — The existing site is developed with housing units, streets and
parking areas. There are several groups of small trees and lawn areas surrounding the
building units. The demolition phase of the project consists mainly of removing the
existing structures without significant land alteration or vegetation removal.
f) Receiving waters — Stormwater runoff from the Tarawa Terrace development is
collected and routed to the adjacent Northeast Creek located south and east of the
existing development. There is a large natural, vegetated buffer that separates Tarawa
Terrace from the creek that will remain undisturbed by this project.
g) Site map- See erosion and sedimentation control plans.
2) Erosion and Sediment Control
a) Stabilization practices — all denuded areas that will be dormant for extended periods of
time shall be seeded with fast germinating temporary vegetation immediately following
grading. Selection of seed mixture will depend on the time of year when it is applied.
See the North Carolina Erosion and Sediment Control Design Manual for selection of
the seed mixture.
b) Erosion and Sediment Control - Structural Practices
i) Silt Fence — silt fence sediment barriers will be installed down -slope of areas with
minimal grades to filter sediment -laden runoff from sheet flow as indicated on the
plans.
ii) Inlet Protection — all storm sewer inlets shall be protected during construction.
Sediment laden water shall be properly filtered before entering the storm sewer
system.
iii) Stabilized Construction Entrance — an approved construction entrance will be
constructed anywhere construction traffic is allowed to leave the site.
iv) Maintenance — the contractor is required to install, maintain, and repair erosion
control measures as needed to prevent sediment from leaving the site.
3/19/2002 Stormwater Management Plan 4 - 13

Two Phase Design/Build
Replacement of Family Housing Units
Tarawa Terrace Housing, marine Corps Base
Camp Lejeune, North Carolina
,33) Storm Water Management Plan — Redevelopment
a) Redevelopment Justification — In reviewing the project with a local engineer, John
Parker and the NCDENR the project seem to fit in the category of 'redevelopment'. This
allows NCDENR some latitude in applying the requirements. The basis of the design is
the reconstruction of the living units in an area that is presently developed for the same
purpose. This project is to upgrade the units to current living standards while leaving as
much of the infrastructure intact.
b) Storm Water Management Summary — The design of the Stormwater Management
System has been done to adhere to the requirements of NCDENR as much as
practicable. The system uses Extended Wet Detention Basins for the treatment system.
The outfalls flow from these facilities to the Camp Lejeune storm drainage system to
tributaries of the New River. The systems provided greatly enhance the quality of the
released water and provide some peak flow attenuation for downstream facilities.
4) ATTACHMENTS
a) Storm Water Management Permit Application Form
b) Extended Wet Detention Basin Supplement — Basin #1A
c) Extended Dry Detention Basin Supplement — Basin #1 D
d) Storm Drainage Plans
e) Storm Drainage Calculations
3/19/2002
Stormwater Management Plan
5-13

Two Phase Design/Build
Replacement of Family Housing Units
Tarawa Terrace Housing, marine Corps Base
Camp Lejeune, North Carolina
STORM DRAINAGE CALCULATIONS
GENERAL
The project at Lejeune, Tarawa Terrace 1 (TT I), was originally approved by the Owner and
NCDLNR using Dry Pond storage and treatment with additional treatment provided with grassed
swales. It was decided by the Owner to spread out the buildings by relocating a number of the building
to new areas. During this process it was also decided to eliminate as many ponds and swales near the
buildings as possible and install a main storm drainage treatment facility at the end of the existing storm
drainage collection system near the south end of TTl . The modifications resulted in a system with two
larger storm water treatment facilities instead of many more small facilities.
The first storm drainage treatment facility services that portion of the project denoted as Phase
1 A (the area currently under construction) and is located in Phase IA. This is a `Wet' fond and
provides full treatment without additional treatment methods as used previously.
The second storm drainage treatment facility services Phases 1 B, 1 C and other developed area in
171 to be upgraded in the future. This also is a `Wet' Pond facility. Attached is an overall map ofTT1
indicating the areas flowing to each facility. Phase I is the area at the right middle and contains it own
pond. The large area to the northwest is that are flowing into the existing storm drain collection system
ending at the new pond are to the south. The balance of the area will remain untreated at this time.
The calculation are presented in two groups, one for Phase 1 A, the other for Phase 1 D. Phase 1 A
calculations include piping calculations, Wet Detention Basin calculations, Pond sizing, and pond
details. The calculations for Phase 1 D include the same information except, the calculations for the
existing storm drainage conveyance system were not done.
3/19/2002 Stormwater Management Plan 10 - 13

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$p HOUSING REPLACEMENT "�---
SEDIMENT & £ROSfON CONTROL TITLE
REwsoNs

Two Phase Design/Build
Replacement of Family Housing Units
Tarawa Terrace Housing, marine Corps Base
Camp Lejeune, North Carolina
PHASE 1A - STORM WATER TREATMENT CALCULATIONS
3/19/2002 Stormwater Management Plan 12 - 13

PIPE COMPUTATION SUMMARY
Prc,ject:
Camp Lejeune, Phase 1A
Location:
Jacksonville, NC
Design Storm:
10-year
Pipe Type:
HDPE (n=0.0107
Computation Model;
Manning's Equation
Da-:e:
November 27. 2001
Structure # - Structure #
Peak Flow (cfs)
Diameter
Design Slope
Min. Slope"
Min. Slope -
Outlet to 1
36.17
30
0.46
0.07
0.46
1 to 2
36.17
30
3.6
0.07
0.46
2 to 3
36.17
30
0.46
0.07
0.46
3 to 4
36.17
30
0.46
0.07
0.46
Outlet to 5
3.86
15
0.34
0.19
0.21
5 to 6
1.85
15
0.64
0,19
0.05
Outlet to 7
1.09
15
1.00
0.19
0.015
Outlet to 8
4.05
15
1.64
0.19
0.24
8 to 9
4.05
15
1.64
0.19
0.24
Outlet to 10
24.50
24
0.73
0.10
0.69
10 to 11
24.01 1
24 1
0.66
0.10
0.66
11 to 12
5,66
15
0.72
0.19
0.45
12 to 13
5.07
15
0.36
0,19
0.36
13 to 14
5.07
15
0,36
0.19
0.36
14 to 15
3.02
15
0.67
0.19
0.13
11 to 16
17,83
24
0, 92
0.10
0.37
16 to 17
3.71
15
1.42
0.19
0.20
17 to 18
2.91
15
1 0.48
0,19
0,12
18 to 19
2.4
15
1,01
0.19
0.08
16 to 20
3.97
15
1.84
0,19
0.22
16 to 21
10.58
18
0.60
0.15
0.60
21 to 22
10.28
18
0.57
0.15
0.57
22 to 23
3.00
15
0.67
0.19
0.13
22 to 24
6.84
15
1.63
0.19
0.67
24 to 25
5,53
15
0.44
0,19
0.44
25 to 26
4.81
15
0.89
0.19
0.33
26 to 27
1.12
15
0.19
0.19
0.018
" Minimum slope required to maintain 3 ft. per second when flowing half full.
Minimum slope required to provide adequate capacity at full flow,

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7,Ps
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Project CAMP LZ -TEU "6 Job No. 00Sheet bor—
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Ok'd Date
BRIGGS ENGINEERING, INC. • 1800 W. Overland Road • Boise, Idaho 83705

1992
3.14
TABLE 3.14-C
DESIGN DATA FOR EARTH SPILLWAYS
STa G[
SPILLWAY
BOTTOM WIDTH (0) IN FEET
I MOS
IN F[[T
RINI.CS
B
!p
12
14
16
IB
20
22
24
26
2B
30
32
34
36
30
40
a
6
7
6
1
11
!3
a
1
4
2
a
0.5
V
2.7
2.7
2.1
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.T
2 7
2.7
2,7
2.7
2.7
2.7
39
3.9
3.9
3.9
3a
3.8
3.8
3.8
3,B
36
3.8
3.8
3.8
3.8
3.0
3.6
3.8
X
3
33
33
33
33
33
33
33
33
33
3
33
33
33
33
33
33
B
Io
L2
14
f 6
IB
0
2
a
26
28
30
32
}a
35
37
9
0.6
V
3.0
3.0
3.0
30
3.0
3.0
SA
30
3.0
30
3,0
3.0
3.0
3.0
&0
3.0
30
3.7
3.7
3.7
3.7
3.6
3.7
3.6
3.6
3.6
3.6
3.6
5.6
3.6
3.6
3,6
3.6
3.6
X
36
36
36
36
36
36
37
37
7
37
37
3
37
37
3
37
37
II
13
16
IB
20
23 1
25
20
SO 1
33
35
38
41
43
44
46
46
0.7
V
3,2
3.2
3.3
3.3
3.3
S.3
3.3
31
3.
3.3
3.31
3.3
3.3
3.3
3.3
3.3
S
3,5
3.5
3.4
3.4
3,4
3.4
3.4
5.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
4
I
1
41
I
41
41
41
41
41
41
3
is
4
♦
46
4e
p 1
54
0,13
V
3.5
3.5
3.5
3.6
3,6
3.6
3,6
3.6
36
3.6
3.6
3.6
3.6
3,6
3.6
3.6
3.6
3.31
3.3
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3-2
3.2
3.2
3.2
3.21
%
44 1
44 1
44
44
4
45
4S
45
45
45
4S
45
43
45
45
I
20
2
2
3
35
39
43
47
51
53
57
60
64
68
TI
75
0.9
V
3.
3.6
3,a
3.8
3,
3.8
a
5.8
3,a
3-
3,6
3.a
.a
3.8
3.
3
3.-1
3,1
5,1
3.1
3.1
3.1
3.1
31
3.1
3.1
3.1
5.L
3.1
3.1
3.1
3.1
%
47
47
46
40
48
48
46
48
4B
46
49
49
A
4
4
4
4
20
24
29
33
38
42
47
51
6
61
fi
7
1.0
V
4.0
4,0
4.0
40
4.0
4,0
40
4.0
40
4,0
4,0
4.
Q
4.
4
a
4
S
3.1
3.0
30
30
3.0
3-
3.0
3.0
30
3
0
3
52
52
52
52
52
52
52
52
0
23
28
34
39
44
49
54
60
65
74
79
84
89
5
00
105
1.1
V
4.
4,
4.2
4.3
4.3
4.3
4.3
4.3
43
4.3
4.3
4.3
4 3
4.3
4.
4.3
4
S
.9
.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.8
2.6
2.8
2.8
2.B
2.9
2.8
B
%
55
55
55
55
55
55
55
6
6
6
6
6
6
S6
S6
56
6
I
a
64
69
6
8
4
t
V
4.4
44
44
4,4
4.4
4.5
4.5
4,5
4.5
45
4.5
4.5
4.5
4.5
4.5
4.5
4.5
5
2,9
2.9
2.6
2 8
2.8
2.8
2.8
2.b
2.8
2B
2.8
2.9
2.8
2.
X
58
58
59
59
59
59
59
59
60
60
60
60
0
O
0
32
38
46
53
58
65
73
80
86
I
9
106
1 2
1 1
125
t33
IN
1.3
V
4,5
4.6
4.6
46
4.6
46
4.7
4.7
4.7
4,7
4.1
4.7
4.1
41
47
4,7
4,7
2,0
2.8
2,8
2.7
2.7
2.7
2.7
2.7
2.7
2.1
2.T
2.7
2.7
2.7
2.11
2.7
2,7
X
62
62
2
63
63
63
63
63
63
63
63
64
64
64
64
64
64
I
9
6
74
82
9
96
103
1 1
I
I
4
4
l 4
V
4.1
4.8
4.8
4.B
4.8
4_8
4.8
4.
4
4
4
4
4 9
4
4
4
4.
S
2.8
2.7
2.7
.2.7
2.7
2.7
2.7
2,
2,6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2A
X
6
-61'
67
67
67
66
68
68
60
6B
69
4l
50
B
66
75
B
9
101
1
13
4
1
I
1.5
V
48
4.9
4.9
5.0
5.
5.0
5.0
5.
5.0
5.
S,0
5.
5.
5.
5.1
5,1
5.1
S
2.7
2.7
2.6
2.6
2.6
2.6
2.6
2.
2
6
6
%
69
69
TO
70
71
T I
71
711
71
1
72
7
72
72
7
46
56
65
75
84
94
104
112
122
132
142
$49
15B
{68
ITS
187
197
11,15
V
5.0
5.
5.1
5,1
5.1
5.2
5.2
5.2
5.2
5.
82
5.
5.
5.
5.2
5.
2.6
2.6
2.6
2.6
2.3
2.5
2.5
2.
2.5
2.5
2.5
2.5
2.
2,5
2.5
2.5
2.5
%
72
74
74
75
75
76
76
76
76
8
6
7
6
6
76
0
62
72
83
94
105
115
126
135
145
156
16T
175
197
196
206
217
1.7
.4
.4
.4
2.8
2.8
2.5
215
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.S
2.
2.5
2.5
2.5
T6
78
79
80
80
80
80
00
80
90
BO
80
80
60
80
80
80
[
I
T
I B
O
60
4
4
t.B
V
5.3
5.4
5.4
5.5
5.5
5.5
5.5
5.
5.5
5.5
9,5
56
5.
6
5.6
5.6
S.e
2.
2. 5
2.5
2.51
2.4
24
2.4
2 .
2.4
2,4
2.41
2.4
2.4
2,4
2 A
2.4
2 A
BO
82
03pla4
B4
B4
4
84
54
64
84
84
64
84
84
B4
04
B'
{ 141
T
140
132
184l7S
B
20
1
22S
3
4b1.9
V
5.5
5.5
5.5
56
36
5, 7
5-
5.T
5.7
S
.T
7
5,2.S
2.5
2.S
2,4
2.4
2.4
2.4
2.4
2.4
2.4
2,4
2.4
2
2.4
2.4
2.4
eB
BB
BB
B8
BB
BB
BB
bb
8I
3
7
12y5
642.0
V5.6
5.7
5.7
5.8
5.8
5.8
5.8
510
5.8
58
5.9
5.9
5.9
5.9
5,9
5.9
5
2.5
2.4
,4
.4
2.a
2:
2.
2.3
-?.s
2.3
2.3
2.3
B
0
91
91
91
92
92
92
9 1
10 7
122
135
149
62
77
19Z
ZOT
220
234
2 1
V
5.7
5,9
5,9
5.91
5.9
5,9
59
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
S
a 4
2. 4
2.4
Z 4
2.4
2.3
2,5
2. N
2,3
2
2
93
5
93
45
95
0
84
100
116
13 V
146
163
177
194
2 10
224
2,$a
253
269
1 208
301
314
330
2.2
19
7
- LQ
6.0
6
61
fi
6.1
6.1
6.1
62
6.2
6.2
6,2
2.
2,4
2.3
2.
2.3
2.3
2.
2.3
2.3
2.3
2.3
2.3
2.3
2.3
23
2.3
%
96
9B
99
99
99
99
99
100
100
100
100
100
100
h00
IOtl
IDO
100
90
108
124
140
156
17
193
208
226
243
236
275
2 2
306
323
341
354
2 3
V
60
6,1
&1
6.1
6,2
62
6.2
6.2
S.3
6.3
6.3
6.3
6.3
6.3
I&A
6-3
6.
S
2.4
2.4
2.3
2,3
2.3
2.3
2.3
2,3
2.
2
2.
2 2
.2
I
I
10
104
I 4
104
105
105
105
105
105
105
105
105
2 4
99
116
136
152
_ 6}I
�7 3
ITo-
F3
109
206
224
241
260
75
94
12
3
346
364
37
V
6.l'
6.2
62'
6
6.4
6,4
64
6.4
64
64
64
64
6,4
64
fi.
S
X
2 3
�2.3
23
2 3
i07
_ 22
106
2.2
'I'OB
2.2
i08
2.2
2.
2,2
.2
.2
105
105
1p6107
_
108
i09
I04
I
10i_ID
Source: USDA-SCS
III - 100

1992 3.14
EXCA VA TED EARTH SPILL WA Y
LEVEL PORTION Z / --- CREST AND CONTROL SECTION
FLOW-�
- r
APPROACH (2
CHANNEL BERM EXfT SECTOR
I
NOTE: NEITHER THE LOCATION
NOR ALIGNMENT OF THE
CONTROL SECTION HAS
TO COINCIDE WITH THE
CENTIERUNE OF THE DAM,
EMBANKMENT
g
PLAN VIEW
WATER SURFACE
X- LENGTH OF
EXIT CHANNEL
do
STAGE (HQ)
i CONTROL SECTION
20' EXIT SECTOR
I LEVEL OR I r
GREATER
APPROACH
CHANNEL g
PROFILE ALONG CENTERLINE ,t00'
CROSS-SECTION AT CONTROL SECTION
Source: USDA-SCS
I
Plate 3.14-9

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I tq By �� Date
Ok'd Date
04 261 990 r,-� -) K-
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BRIGGS ENGINEERING, INC. • 1800 W. Overland Road • Boise, Idaho 83705

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BRIGGS ENGINEERING, INC. • 1800 W. Overland road • Boise, Idaho 83705

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BRIGGS ENGINEERING, INC. • 1800 W. Overland Road • Boise, Idaho 83705

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Project CLAMP �UP Job No. / -3 — -I Sheet OF/
By 1 5 Date tzlMoz
Ok'd Date
BRIGGS ENGINEERING, INC. - 1800 W. Overland Road - Boise, Idaho 83705

1992
J
r F-S�W1�
Ln
UjW --
� w O
W W Q W
O W , J S
¢ c?\�wOZ
aysO�zQ
af-w �w
p41awO��
rMO-MOO<
Source: USDA-SCS
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3W�r�
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Plate 3.14-10

1992
TABLE 3.14-D
CONCENTRIC TRASH RACK AND ANTI -VORTEX DEVICE DESIGN TABLE
3.14
Riser
Cylinder
Minimum Top
Di
Height,
Minimum Size
in
Diameter,
Thickness
Thickness,
inches
Support Bar
Thickness
Stiffener
inches
gage
12
18
16
6
#6 Rebar or 11/2 x
16 ga.
11/2 x 3/16 angle
(F&C)
15
21
16
7
-
18
27
16
8
-
21
30
16
11
16 ga.(C), 14
-
ga.(F)
24
36
16
13
-
27
42
16
15
-
36
54
14
17
#8 Rebar
14 ga.(C), 12
-
ga. (F)
42
60
16
19
"
48
72
16
21
11/4" pipe or 11/4 x
14 ga.(C), 10
-
11/4 x 1/4 angle
ga.(F)
54
78
16
25
-
60
90
14
29
11/2" pipe or V/x x
12 ga.(C), 8
-
1'/z x Ya angle
ga.(F)
66
96
14
33
2" pipe or 2 x 2 x
12 ga.(C), S
2 x 2 x 1A
3/16 angle
ga.(F)
angle
w/stiffener
72
102
14
36
21/2 x 21/2 x
1/4 angle
78
114
14
39
2'/z"pipe or2x2x
"
'/4 angle
84
120
12
42
21/2" pipe or 21/2 x
21/2 x 21/2 x
21/2 x'/a angle
5/16 angle
Note,: The criterion for sizing the cylinder is that the area between the inside of the cylinder and the outside
of the riser is equal to or greater than the area inside the riser. Therefore, the above table is invalid for use
with concrete pipe risers.
Notez: Corrugation for 12"-36" pipe measures 22/a' x'/x"; for 42" -84" the corrugation measures 5" x 1" or 8" x
1"
Note3: C = corrugated; F = flat.
Source: Adapted from USDA-SCS and Carl M. Henshaw Drainage Products Information.
III - 104

Two Phase Design/Build
Replacement of Family Housing Units
Tarawa Terrace Housing, marine Corps Base
Camp Lejeune, North Carolina
PHASE 1 D STORM WATER TREATMENT CALCULATIONS
3/19/2002 Stormwater Management Plan 13 - 13

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Project L..�ll�.�� Job No. Sheet J �itS
16S� „l L2 By _ � j Date-5/lb 02—
Ok'd Date i 6 G44-0G
BRIGGS ENGINEERING, INC. • 1800 W. Overland Road • Boise, Idaho 83705

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Project Job No. Sheet 2
Awl) By _ 48 Date 3//gr �-
Ok'd Date 2• 0�
BRIGGS ENGINEERING, INC. • 1800 W. Overland Road • Boise, Idaho 83705

d. 57 4,
RUNOFF /o YR- 2. S 13f-s60 o �d HP--
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Project �� �{llll Job No. 3 D/IOSheet
By u8 _ Date 4 Z
Ok'd Date (; a L
BRIGGS ENGINEERING, INC. • 1800 W. Overland Road • Boise, Idaho 83705

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Project E Job No. 1607 Sheet 4—
nt= eS
�J lu By Date Z
Ok'd Date
BRIGGS ENGINEERING, INC. • 1800 W. Overland Road • Boise, Idaho 83705

M 11:22a Parker & Associates, Inc.
, fig 2pQI 10:.03AN r+CGENR W1R)
[phone] p.2
NO.555 P.
95% TSS REMOVAL
30 FOOT VEGETATED FILTER REQLMD
DEPTH
3
3.5' 4.9' 4 S 5.0'
5.5'
6.0'
6.5'
7.0'
7.5'
n" %
10%
.9
.8 .7 .6 :5
0
0
0
0
0
20%
1.7
1.3 1.2 1.1 1.0
.9
.8
.7
.6
.5
30 %
2.5
2.2 1 1.9 1.8 1 1.6
1.5
1.3
1.2
1.0
.9
40%
3.4
3.0 2.6 2.4 -11
1.9
1 1.6
1.4
1.1
1.0
. 50%
-4.2
3.7 3.3 3.0 -2.7
2A
2.1
1.8
I.S.
1.3
60%
5.0
43 3-.8 3.5 -3•.2
2.9
2.6
r2.3-
2.0A16
70%
6.0
5.2 4-1 4_l 3 7
*3.3
29
2.5
2.1
80%
6-.8
6.0 5.2 4.7 .4.2
3.7
3.2
2.7
2.290%
7.5
6.5 5.8 5.3 4.8
4.3
3.8.
3.3
2.8100`Yo
8.2
7.4 6.8 6.2 5.6
5.0
4.4
3.8
3.2
*Rsvissd IDJ31197
%% TSS-REMOVAL
NO VEGETATED FII.TER REQUMI)
DEPTH
3'
3.5'
4.0'
4.5'
5.0'
5.5'
6.0'
6.5'
7.0'
7.5'
IMP %
10%
1.3
1.0 1
.8
-7 1.6
.5 14
1
.3
.2 1
.1
20 %
2.4
2.0
1.9
-1.7
1.5
1.4
1.2 1
1.0
.9
.6
30 %
3.5
3.0
2.7
2.5
2.2
Ll
1.6
1.3
1.1
.8
40%
4.5
4.0
3.5
3.1
2.8
2.5
2.1
I.A.
1.4
1.1
50%
5.6
5.(Y
.4.3
3.9
3.5
3.1
7.7
' 2.3
1.9
1.5
60%
7.0-.
6.0
5.3
4.8
41
3.9
3.4
24
2.4
1.9'.�� �
70%
&.1
U.' •
&0
S.S-
5.0
4.5
3.9.
3.4
2.9
i
2.:4
80%
9.4
9.0
7.0
.6.4
5.7
5.2
4.6
4.0
3.4
� �I
909b
10.7
9.0
7.9
17,2
6.5
5.9
5.2
4.6
3.9
3-1
100%
12A.
10.0
8.8
8.1
7.3 `
6.6
5.8
5.1
4.3
3.6
The required surface area calculated from the tables is to be provided at the pern azont
SFg

1992
.......1 - t
800 Riser Inflow Curves Legend
500L''-'-
L_..._.. Weir flaw, QW=9.739 OrN372 I
4UU ..._. ,, ..,, : s
on fi LB flaw, Qo=3.782 Q2Ft
1
300 .,. - —
($1117
200
100
so
60
40
S
50
20
10
:.
1,
•,
i
:�T
{yf ,J
1
- 4h
r
t
ot
I�i
I
01 02 0.3
0.4 0.5 0.6 018
IA 2.0 3.0 4.0 5.0 6.0 BA IAA
Head Irt feet, measured from creel of riser
3.14
Source: USDA-SCS Plate 3.14-8
111-97 LO OF
1

1992 3.18
i
MAIN
_MEN=
M. "M
�t
_ 1f�
rrw rrrrrwr rrr r
rrirwr�rwrrr�irr �w=rrr
r�rr�..rr�wwrr. wwr��
I
Source: USDA-SCS
4
4
r
Plate 3.18-3
7 of 8

Project Summary Report
9
Project Description
Worksheet t
Pond exit channel
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coefficient
0.030
Slope
0.005000 Rift
Left Side Slope
4.00 H : V
Right Side Slope
4.00 H : V
Bottom Width
46,00 ft
Discharge
282.00 cfs
Results
Depth
1.37 ft
Flow Area
70.3 ft'
Wetted Perimeter
57.26 ft
Top Width
56.92 ft
Critical Depth
1.02 ft
Critical Slope
0.013450 ftlft
Velocity
4.01 ft/s
Velocity Head
0.25 ft
Specific Energy
1.62 ft
Froude Number
0.64
Flow Type
Subcritical
Project Engineer: Larry Brazeau
c:lhnesladlfmwllejeune.fm2 BRIGGS ENGINEERING, Inc. FlowMaster v6.1 [614nj
06/10/02 02:28:04 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] V-a9&A -O"--
A nF A

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
May 30, 2002
Cdr. Steven R. Scanlan, CEC, USN
MCB Camp Lejeune Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28542
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 010420 Modification
Tarawa Terrace Phases IA, IB, IC and ID
N62470-97-C-7111
Onslow County
Dear Cdr. Scanlan:
The Wilmington Regional Office received a Stormwater Management Permit Application for Tarawa
Terrace Phases IA, IB, IC and ID on March 25, 2002. A preliminary review of that information has determined that
the application is not complete. The following information is needed to continue the stormwater review:
1. Please either delineate all wetlands on site, disturbed or undisturbed, or note on the plans that none
exist.
2. Please provide typical building dimensions and the square footage .for .each .typical building. A
:building .legend is shown on -sheet C-101-C, .but it does not show either dimensions or .the square
footage. If this legend is applicable to IA, 1B, I and 1D; please -expand it to include dimensions
and the square footage and state so on the.plans.
3. Please specify the name and spacing requirement for the wetland species to be planted on the first
10' of the 6:1 sloped area below the permanent pool around the pond.
4. Please report all built -upon areas in square feet on the application. It is easier for me -to find any
errors when I verify the numbers if they are reported in square feet.
-5. Please add a vegetated filter to the plans and provide a detail. The calculations•fgr'Pond'ID indicate
that the needed surface area to achieve a 90% reduction in total suspended solids cannot beprovided
due to space constraints. The State has two TSS charts which may be used, one of which is for 85%,
however, use of -the 85% chart results in a smaller surface.. area,.hence,.a.30' vegetated,filter:is
required at the outlet. The detail must include -the flow spreader mechanism, inverts (upstream:and
downstream) grass, type, slope, etc. The vegetated filter is NOT simply a ditch connecting the pond
outlet to the -receiving stream. Please see the attached detail for information.
6. Please initial item (e) on the supplement for Pond 1 D,'regarding the requirement for a 30' vegetated
filter.
7. Please provide calculations demonstrating a non -erosive -velocity in the vegetated filter.
ARM
KME R
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

Cdr. Scanlan
May 30, 2002
Stormwater Project No. SWS 010420 Modification
S. Based on my interpolations between elevation 5 and 6.2 in Pond 1 D, the provided volume at
elevation 62 is deficient by about 40,000 cubic feet. Please correct this calculation and provide an
elevation at which the 1 " storage requirement can be met. By my calculation, the minimum elevation
should be closer to 6.4. Please revise the temporary pool volume and elevation on the supplement.
9. The clay liner specified for the bottom of the pond may cause a problem with maintenance. As the
pond fills up with sediment, removal will become necessary. How do you propose to deal with
potential tears in the liner?
10. 1 have changed the sediment removal depths reported on the supplements. The 1.25' originally
reported would mean that the pond depth would be all to decrease until it was only 1.25' deep
before sediment removal would be required. I have changed this to read that once the permanent pool
depth is reduced to 3.75', the sediment must be removed.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to June 30, 2002, or the application will be returned as
incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time extension
to the Division at the address and fax number at the bottom of this letter. The request must indicate the date by
which you expect to submit the required information. The Division is allowed 90 days from the receipt of a
completed application to issue.the permit.
The construction -of any .impervious surfaces, other than a construction ,entrance under an -approved
Sedimentation'Erosion, Control Plan, 'is a violation of NCGS 143-21-5.1 .and is subject to enforcement action
pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents that need
to be revised have been sent to the engineer or agent. All original documents must be returned or new originals must
be provided. Copies are not acceptable. If you have any, questions concerning this matter please feel free to call me
at [phone].%
Sincerely,
Linda'Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATIADDINFO120021010420.MAY
cc: Linda Lewis
Dean Briggs, P.E.

HUNT
BUILDING CORPORATION
271 Tarawa Boulevard, Camp Lejeunc, NC 28543
Tel: [phone] FAX: [phone]
TRANSMITTAL. TO:
NCDENR
Wilmington, NC
ATTENTION:
are the following:FX Attached
Shop Drawings
TRANSMITTAL NO.: J8381.118
DATE:
22-Mar-02
REPLY TO:
Jo Anne Evans, Secretary
PROJECT:
234 Family Housing Units
Camp Lejeune, NC
CONTRACT NO.:
N62470-97-C-7111
HBC JOB NO.:
8381
❑ under separate cover via:
❑ Samples ❑ Literature
DESCRIPTION
NO. OF COPIES
OR QTY
Completed Stormwater Manaqement Permit Application Form
1 original
1 copy
Storm Water Management & Erosion Seidmentation Protection Plan
2 copies
Resubmitted for Modification, March 19, 2002
r`
Check # 40012867 in amount of $420 �] ,v
1 check
rr,,
Civil drawings 0 V
2 sets
These are transmitted as checked below:
For signature and/or notary
�] For your use
❑ As requested
g For review and comment
Action on this submittal is required on or before:
REMARKS:
❑ Approved as submitted
Approved as noted
Returned for correction
Resubmit 0 copies
in order to maintain the scheduled progress of the project.
HUNT BUILDING CORPORATION)
MNK 20nZ (Signature}
Jo Anne Evans, Secretary
(Printed Name)
BY. --rz5l�r'

V
c-D
State of North Carolina
Department of Environment and Natural Resources;
Division of Water Quality %,
CD
STORNMATER (MANAGEMENT PERMIT APPLICATION FORNI
This form may be phorocopied for use as an original
' tV
iV
El'F
I. GENERAL INFORNIATIOv
1. Applicants name (specif_,r the narne of the corporation. individual. etc. who owvns the project):
COMMANDING GENERAL, MARINE CORPS. BASE. CAMP LFATEUNE
2. ' Print 0%vner/Signing Official's name and title (person legally responsible for facility and compliance):
CDR S.R- S=AN,—PUBLIC-WQRKS OFFICER
r�
3. \flailing .address for person listed in item 2 above:
0XtIAIDDING GENERAL, -MARINE CORPS. BASE, 1005 MICHAEL ROAD
Gity: CAMP LFJEUNE State: NORTH CAROLINA Z.a: 28547-2521
Te?ephone Number: f 910 } 451-2581
4. Project :tiame rsubdivisicn. facilir , or establishment name - should be cons':sten', orojeci mine cn clans.
spec:fications, letters. operation and maintenance agreements. etc.):
TARAWA TERRACE HOUSING REPLACEMENT
PHASE ID POND 4 PHA% 14
5. Locauor, of Project (street address):
TARAWA TERRACE I
Cicv: CAMP LETMZ, NORTH CAROLINA Couniv: ONSLOW
6. Directions to project (from nearest :major intersection):
FROM HWY. 24, El�]'I'ER TARAWA TERRACE I ENTRANCE;
PROCEED ON TARAWA BLVD. TO SITE (AT TARAWA & PELELIIU)
7. Latitude'. 34" 44' Longitude: 770 22'
of project
8. Contact person who can answer questions about the project:
Name: DEAN BRIGGS Telephone dumber: ( 208 i 344-9700
Fax: [phone]Q
II. PERMIT INFO RINIATI0N:
1. Specify whether project is (check one): New Renewal X_ _Nlodif;calion
Form SWU-101 Version 3.99
Page 1 of 4

2
3
If this application is being s rWlys the result of a renewal or modification to an existing permit, list the
existing permit number_ - and its issue date (if known) 7-3-01
N62470-97-C-7111
Specify the type of project (check one):
Low Density High Density X Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CA.' -VIA Nlajor X Sedimentation/Erosion Control �404/401 Permit x NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project,
�M R= lgnL IE USED To GaP'IihRE IUUF F%M THE 1' SICFM
IN GM TO =E CUI' SIMM SaIL>S RU PCIWI)WIS.
2. Stormwater runoff from this project drains to the V�iIrIE Q�K River basin.
3. Total Project Area: 189.90 acres 4. Project Built Upon Area: 43
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.
A� 1,4 190"?d f D
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
MRMEW CREEK
M=E� CREEK
Receiving Stream ClassI
T
Drainage Area
700,445 SF
7,571,5W SF
Existing Impervious' Area
-
-
Proposed Impervious Area
304,048 SF
3 r 255 674 SF
% Impervious* Area (total)
43.4
43
Impervious" Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
134,600 SF
1 413,086 SF
On -site Streets
88,862 SF
976 615 SF
On -site Parking
54,014 SF
579,348 SF
On -sine Sidewalks
11 ► J26 SF
120,661 SF
Other on -site
15,246 SF
165,964 SF --
Off-site
-
Total: 304,048 SF
Total: 3 255 674 SF
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
Sidewalks, gravel areas, etc.
O�
Form SWU-101 Version 3,99
Page 2 of 4

7. How was the off -site impervious area listed above derived' NA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The follov.-ing italicized deed restrictions and prorective covenants are required to be recorded for all
subdivisions. outparcels and future developmenc orior co the sale of ar.v 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 srormwater 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. iNio more than square feet of anv lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, ravel. concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales stall nor be filled in, piped, or altered except as necessan, to provide drivewov crossings.
4. Built -upon area in excess of the permitted amount requires a state srormwater management permit modification prior to
construction.
.i. .ill permitted runoff from cutoarcels or future development shall be directed into the permitted srormwater control
system. These connections to the stormwater control system shall be pen-ormed in a manner that maintains the integritv
and performance of the system as permitted.
By your signature below. you certify [hat the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above. that [he covenants will be binding on ail parties anc oersor.s
claiming under them. that tr,ev %vial run with the land, that the reauired covenants cannot be changed or deleted
without cor:currence from the State and Char chev will be recorded prior to the sale of anv loc.
V. SUPPLEMENT FOR`IS
The applicable state siorm,.vater management permit supplement mrm(s) listed below must be submitted for each
B..MP specified for this project. Contact the Scorrn%vater and General Permits Unit at [phone] for the states
and availabili[v of these forms.
Form S4lrU-102
Wet Detention Basin Supplement
Form SvVU-103
Infiltration Basin Supplement
Form SWU-104
Law Density Supplement
Form SWU-105
Curb Outlet Svstem Supplement
Form SWU-I06
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplemem
Form SWU-109
Innovative Best IVianagement Practice Supplement
Form SWU-101 Version 3.99 Pace 3 of 4

54:8f111TT._\i R1:0U1RE,,lENTS
Only' complete application packages will be accepted and reviewed by the Diyis:on of ,.Water Qualic-: ICWAI)).
A complete package includes all of the items listed below. The comple�e applicar,nn package should be
submitted to the appropriate D` O Regional Office.
[. P'-use :I::�.:_=[e ;hat :'OL' e �.'7'.:CP^. cne :Cllc%vir.'7 rnn, -e,� ..._...._.'.C.". lJ ,...a ir!`: .. .,._ :'•�� � .:Cc�
t1C:it "O ?acn :te" ?.
ir.:t:ais
Clr:2:na! arse One coov of the Storm'- a:er Marage.menz ?ermit ?• ;ci:cat:or. =,:r7n
acoLcabit, Sucolemem ?orm,(sl `er eac:, 3`.1P D8
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BRIGGS ENGINEERING, INC.
1800 W. OVERLAND RD. - -
�:•.. BOISE IDAHO
Mate:
=hcr: : . [phone] Faxt i (208} 345-2950
VIII. APPLICANT'S CERTIFIC.aTIO`N
705-31
i, (pr:rr )r c pe name of persor lisred in General Informauon. item ZI _ rE✓C,.✓ /? SC%%L /1,4
cer;ifv char ;he information inc!uded on this oermic application form is, to the best of :w kno,,vlecga. ccr—z ec. and
Chat the project will be corsc-uc_ed :n conformance with the approved plans. chat ;he required deed rest-icz'ons
ar.d protective covenants will be recorded. and that the proposed project cor-;plies '.vith the require.^..enLaof 15.a
NCAC 2H' .I000.
$ig nature:
Hate: 22 MAIf o'Z
Form S %%. t: - l 0 I `rcrsion 3.99 Page 4 of 4

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Commander S.R. Scanlan, CEC, USN
Public Works Officer, Marine Corps Base
1005 Michael Road
Camp Lejeune, NC 28542
Dear Cdr. Scanlan:
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
April 10, 2002
Subject: Tarawa Terrace
Stormwater Project No. SW8 010420
Onslow County
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
1D pond) which will treat the runoff from the entire Tarawa Terrace development starting with Phase 1B.
Concurrently, a modification to replace the dry detention basins in Phase 1A with a separate wet pond
(known as the Phase I pond) is also proposed. It is my understanding that the proposed impervious areas
under Phase 1B 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:
E
The Phase 1D 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.
The proposed.Phase ID Pond must meet the design guidelines established in 15A NCAC
2H.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. FO —A
N.C. Division of Water [Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

Cdr. Steve Scanlan
April 10, 2002
Stormwater Permit No. SW8 010420
If you have any questions, please do not hesitate to call meat [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSSlar1: S:1WQSISTORMWATILETTERS1010420.APR
cc: Tony Sholar
Linda Lewis

Subject: RE: TTII
Date: Mon, 8 Apr 2002 15:45:08 -0400 sa
From: Sholar GS14 Anthony <[e-mail]> lnval,d
To: "'Linda Lewis"' <[e-mail]> Signature
Linda,
1. After award, we would expect approximately 30 days for contractor to
mobilize and start demolition (pond will be located on existing housing
sites) and 30 days for demolition. So actual pond construction would
begin 60 to 90 days after the award date.
2. Your assumption is correct. Phase I and II, plus all future
development in TTII will be covered by 010420, The entire TTII area
will be treated by this pond to include existing housing areas once the
pond is constructed. New construction phases will merely replace the
existing units.
Unless you have any other questions, we would like to proceed with Phase
IB construction. .
Thank you,
Tony
-----Original Message -----
From: Linda Lewis [mail;�o:[e-mail]
Sent: Friday, April 05, 2002 3:49 PM
To: Sholar GS14 Anthony', -
Subject: TTII
Dear Tony:
I received the March 27, 2002, letter from Commander Scanlan. I have not
had a chance to do'a quick review of the information submitted on March
25. It is my understanding rom this letter that a wet pond will be
constructed as an initial part of the Phase II construction which is
expected to be awarded in the fourth quarter of 2002.
I have two questions: How long after the contract is awarded will
construction begin?
The letter is a little confusing as to what phases will be treated. Am I
correct when I say that all the development permitted under 010420 will
be treated plus an undetermined amount of future development within the
TT project?
If this is not correct, please advise.
Thanks, Linda.
1 of 1 4/8/2002 5:09 PM

UNITED STATES MARINE CORPS
MARINE CORPS BASE
PSC Box 20004
Case Lejeune, North Carolina 28542-0004
NC Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Attn: Mr. Rick Shiver
Dear Mr. Shiver:
SUBJECT: MODIFICATION OF STORMWATER PERMIT (SW8010420)
IN RI:IT i(rwtt'IVIr
11330
PWO
27 Mar 02
As discussed in our March 4, 2002 meeting, we would Like to modify our
stormwater permit (SW8010420 signed July 3, 2001) for Phase I of the Tarawa
Terrace (TT) Housing Replacement Program. We intend to replace all of the
family housing units in Tarawa Terrace, a large housing area divided into TT
I and TT II, with each section containing roughly 900 housing units. The TT
Replacement Program will be conducted in phases over the next 10 years.
Phase I construction, located in TT I, was split into Phase IA and Phase IB.
Construction is well underway for Phase IA, but the density of the units and
the approved stormwater design has resulted in a less than desirable finished
product, creating our need to modify the permitted stormwater management
plan. Phase II, the next piece of the TT Housing Replacement Program, has
been approved by Congress, is being developed now, will replace an additional
317 units in TT I, and is expected to be awarded in the fourth quarter of
calendar year 2002.
We would like to modify our Phase IA design to increase usable yard
area for residents adjacent to the permitted stormwater detention ponds.
More significantly, we also would like to completely revamp our Phase IB
design, reducing the impervious area from 48% to 43%. In addition we would
like to modify the Phase IB stormwater treatment design to include one large
stormwater detention pond (TT I Stormwater Pond, identified as Phase ID in
the permit modification application). This pond will treat stormwater for
Phase IB and all future TT I construction phases.
Per our meeting, we do not want to negotiate a contract modification
with the current contractor to construct the TT I Stormwater Pond. Because
Phase I funding has already been appropriated, we would be forced to delete
badly needed dwellings to fund the new pond, and obtain authority from
Congress prior to proceeding. Also, the pond site will require demolition of
approximately 20 additional homes that are currently occupied. This will
further compound the existing housing shortage for our young married Marines.
This letter is our commitment to fund the TT I Stormwater Pond in Phase IT.
In addition, we will construct the pond as the initial step in the Phase II
project.
The permit modification application reflecting the new design was.hand
delivered to your office on March 25, 2002. This proposal has several
advantages. It will allow for treatment of all TT I stormwater, not just
Phase I, before the end of a multi -phased construction program. This
stormwater currently discharges directly into Northeast Creek. It will also
improve the site design, reduce the percent impervious area, allow us to

11330
PWO
27 Mar 02
schedule vacancies for the additional demolition, and defer the cost of the
pond to Phase II where it will be competitively bid vs. negotiating a very
large sole source modification.
Per our March 4`h meeting, we would like to proceed with the
construction of the remainder of Phase I per the new design submitted by
separate enclosure, with the firm commitment that we will treat the
stormwater runoff from Phase IB, and the remainder of TT I, in the pond
proposed for Phase II. If you have any questions, please call me at (910)
451-2326, or the Deputy Public Works Officer, Mr. Tony Sholar, at (910)
451-2213.
Copy to:
Assistant Chief of Staff, I&E
2
Sincerely,
S.R. Scanlan
Commander, CEC, U.S. Navy
Public Works Officer
By direction of the
Commanding General

1
�i
p-�',7 �eW frv� er►-, a1 I
reserved
UNITED STATES MARINE CORPS
KARZNE CORPS BASE
PSC Box 20004
Camp Lejenne, North Carolina 28542-0004
NC Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Attn: Mr. Rick Shiver
Dear Mr. Shiver:
C:4
SUBJECT: MODIFICATION OF STORMWATER PERMIT20)
mamyawmm
11.330
PWO
27 Mar 02
As discussed in our March 4, 2002 meeting, we would like to modify our
stormwater permit (S148010420 signed July 3. 2001) for Phase I of the Tarawa
Terrace (TT) Housing Replacement Program. We intend to replace all of the
family housing units in Tarawa Terrace, a large housing area divided into TT
I and TT II, with each section containing roughly 900 housing units. The TT
Replacement Program will be conducted in phases over the next 10 years.
Phase I construction, located in TT I, was split into Phase IA and Phase IB.
construction is well underway for Phase IA, but the density of the units and
the approved stormwater design has resulted in a less than desirable finished
product, creating our need to modify the permitted stormwater management
plan. Phase II, the -next piece of the TT Housing Replacement Program, has
been approved by Congress, is being developed now, will replace an additional
317 units in TT I, and is expected to be awarded in the fourth quarter of
calendar year 2002.
We would like to modify our Phase IA design to increase usable yard
area for residents adjacent to the permitted stormwater detention ponds.
More significantly, we also would like to completely revamp our Phase IB
design, reducing the impervious area from 48% to 43%. In addition we would
like to modify the Phase IB stormwater treatment design to include one large
stormwater detention pond (TT I Stormwater Pond, identified as Phase ID in
the permit modification application). This pond will treat stormwater for
Phase IB and all future TT I construction phases.
Per our meeting, we do not want to negotiate a contract modification
with the current contractor to construct the TT I Stormwater Pond. Because
Phase I funding has i:Aready been appropriated, we would be forced to delete
badly needed dwellings to fund the new pond, and obtain authority from
Congress prior to proceeding. Also, the pond site will require demolition of
approximately 20 additional homes that are currently occupied. This will
further compound the existing housing shortage for our young married Marines.
This letter is our commitment to fund the TT I Stormwater Pond in Phase II.
In addition, we will construct the pond as the initial step in the Phase II
project.
The permit modification application reflecting the new design was hand
delivered to your office on March 25, 2002. This proposal has several
advantages. It will allow for treatment of all TT I stormwater, not just
Phase I, before the end of a multi -phased construction program. This
stormwater currently discharges directly into Northeast Creek. It will also
improve the site design, reduce the percent impervious area, allow us to

11330
PWO
27 Mar 02
schedule vacancies for the additional demolition, and defer the cost of the
pond to Phase II where it will be competitively bid vs. negotiating a very
large sole source modification.
Per our March 4e4 meeting, we would like to proceed with the
construction of the remainder of Phase I per the new design submitted by
separate enclosure, with the firm commitment that we will treat the
stormwater runoff from Phase IB, and the remainder of TT I, in the pond
proposed for Phase II. If you have any questions, please call me at (910)
451-2326, or the Deputy Public Works Officer, Mr. Tony Sholar, at (910)
451-2213.
Copy to:
Assistant Chief of Staff, I&E
2
Sincerely,
A/�/�
S.R. Scanlan
Commander, CEC, U.S. Navy
Public Works Officer
By direction of the
Commanding General