SW8010420_HISTORICAL FILE_20051107

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 D) 04 z-b
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
i 1 o7
DOC DATE
2-06 5 0- -)-C?
YYYYMM D D

State Stormwater Management Systems
Permit No. SW8 010420 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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
PERMISSION IS HEREBY GRANTED TO
Commander Lawrence Readal, Public Works Officer, Marine Corps Base
Tarawa Terrace 1, 11 and 111 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
by the Division of Water Quality and considered a part of this permit. The
stormwater runoff from the site that is served by an offsite system will be routed to
Tarawa Terrace II Tarawa Boulevard Pond operated and maintained by Camp
L ftne 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 Ili Pond (but not the
drainage area) from the project area, enlarging and including Pond III as "Tarawa
Boulevard Pond" in the Tarawa Terrace Il project (Permit No. SW8 051018). The
Tarawa Boulevard Pond will serve as an offsite system for the drainage area previously
served by Pond 111.
This permit shall be effective from the date of issuance until November 7, 2015, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 on page 3 of this permit. The stormwater
controls 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.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
.if ,� •i

State Stormwater Management Systems
Permit No. SW8 010420 Modification
4.
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.
5.
The Phase 1 D Pond 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.
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
a.
Drainage Area, acres:
P.
151.43 80.85
Onsite, ft
6,596,201 1,643,519
Offsite, ft2:
0 1,878,307
b.
Total Impervious Surfaces, ft2:
3,173,122 1,397,969
C.
Design Storm, inches:
1.0 1.0
d.
Pond Design Depth, feet:
5.0 5.4
e.
TSS Removal Efficiency, %:
85 90
f.
Permanent Pool (PP) Elevation, FMSL:
5.0 11.40
g.
Provided Surface Area, @PP, ft2:
186,870 130,181
h.
Temporary Storage Elevation, FMSL:
6.4 12.6
i.
Permitted Storage Volume, ft3:
277,930 159,439
j.
Controlling Orifice:
2 @5"0 each 6" 0
k.
Permitted Forebay Volume, ft3:
149,854 121,175
I.
Time to draw down, days:
3.0 2.2
m...
Max. Horsepower for a Fountain:
3 2
n.
Receiving Stream/River Basin:
White Oak / 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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3

State Stormwater Management Systems
Permit No. SW8 010420 Modification
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 a.nd what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain draws its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
C. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for 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.
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 installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it.must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
4

State Stormwater Management Systems
Permit No. SW8 010420 Modification
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 any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. -Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction. If the proposed
BUA exceeds the amount permitted under this permit, a modification to the
permit must be submitted and approved prior to construction.
11. 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.
12. 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.
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
15. 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 except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, 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. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
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 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.

State Stormwater Management Systems
Permit No. SW8 010420 Modification
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 during normal
business hours 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.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 7th day of November 2005.
NORT,I CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
forAian W. KiimeK, N.t=., uirector
Division of Water Quality
By Authority of the Environmental Management Commission
6

State Stormwater Management Systems
Permit No. SW8 010420 Modification
Tarawa Terrace I, 11 and III Housing Replacement
(N52470-97-C-7111)
Stormwater Permit No. SW8 010420 Modification, November 7, 2005
Onslow_County
Designer's Certification
I, , 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
7

State Stormwater Management Systems
Permit No. SW8 010420 Modification
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.
5. 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.
8. 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
N.

�OF \NATFRp Michael F. Easley, Governor
�p G William G. Ross, Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
November 7, 2005
Commander Lawrence Readal, Public Works Officer
Commanding General, Marine Corps Base
1005 Michael Road
Camp Lejeune, NC 28547-2521
Subject: Permit No. SW8 010420 Modification
Tarawa Terrace I, Ii, and III Housing Replacement; High Density Stormwater
Project including Area Served by an Off -Site System
Onslow County
Dear Commander Readal:
The Wilmington Regional Office received a complete, modified Stormwater Management
Permit Application for Tarawa Terrace I, II and III Housing Replacement on November 2, 2005.
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 Modification dated November 4, 2005, for the construction
of Tarawa Terrace 1, 11 and III Housing Replacement. .
This permit shall be effective from the date of issuance until November 7, 2015, 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 stormwater management system 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 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 matter, please
contact Paul Bartlett, or me at [phone].
Sinc ly,
L�B4ard Beck
Regional Supervisor
Surface Water Protection Section
ENB/:ptb S:IWQSISTORMWATERIPERMIT1010420MOD.nov05
CC'. David Powell, RiveRidge Engineering
Paul T. Bartlett, P.E.
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877.623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us NorthCaro/l/iila
An Equal Opportunity/Affirmative Action Employer — 50% Rerycled110% Post Consumer Paper X turally

State Stormwater Management Systems
Permit No. SW8 010420 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
INCLUDING AN AREA SERVED BY AN OFF -SITE STORMWATER CONTROL
In accordance with the provisions of Articie 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Commander Lawrence Readal, Public Works Officer, Marine Corps Base
Tarawa Terrace I, It 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
by the Division of Water Quality and considered a part of this permit. The
stormwater runoff from the site that is served by an offsite system will be routed to
Tarawa Terrace II 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 111.
This permit shall be effective from the date of issuance until November 7, 2015, and
shall be subject to the following specified conditions and limitations:
1. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 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.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
2

State Stormwater Management Systems
Permit No. SW8 010420 Modification
4. 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.
5. The Phase 1 D Pond 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. 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
a. Drainage Area, 9cres: 151.43 80.85
Onsite, ft : 6,596,201 1,643,519
Offsite, ft2: 0 1,878,307
b. Total Impervious Surfaces, ft2: 3,173,122 1,397,969
C. Design Storm, inches: 1.0 1.0
d. Pond Design Depth, feet: 5.0 5.4
e. TSS Removal Efficiency, %: 85 90
f. Permanent Pool (PP) Elevation, FMSL: 5.0 11.40
g. Provided Surface Area, @PP, ft2: 186,870 130,181
h. Temporary Storage Elevation, FMSL: 6.4 12.6
i. Permitted Storage Volume, ft3: 277,930 159,439
j. Controlling Orifice: 2 @5" 0 each 6110
k. Permitted Forebay Volume, ft3: 149,854 121,175
I. Time to draw down, days: 3.0 2.2
M. 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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3

State Stormwater Management Systems
Permit No. SW8 010420 Modification
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 a.nd what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain draws its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing,. may be used only if they draw water from the surface in the
deepest part of the pond.
C. The falling water from the fountain must be centered in the pond, away
from the shoreline. .
d. The maximum horsepower for 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.
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 installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. if the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
4

State Stormwater Management Systems
Permit No. SW8 010420 Modification
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 any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction. If the proposed
BUA exceeds the amount permitted under this permit, a modification to the
permit must be submitted and approved prior to construction.
11. 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.
12. 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.
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
15. 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
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, 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. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
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 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.

State Stormwater Management Systems
Permit No. SW8 010420 Modification
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 during normal
business hours 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.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 7th day of November 2005.
NORTH CAROLINA ENVIRONMENTAL. MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
0

State Stormwater Management Systems
Permit No. SW8 010420 Modification
Tarawa Terrace i, II and III Housing Replacement
(N62470-97-C-7111)
SStormwater Permit No. SW8 010420 Modification, November 7, 2005
Onslow County
Designer's Certification
I, , 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
7

State Stormwater Management Systems
Permit No. SW8 010420 Modification
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.
5. 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.
8. 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
0
i

OFFICE- USE ONLY�x' i , ; ~
Date Received
Fee Paid
Permit Number
a •- t -U.S�
(�v �3 d2.� 4
0 2� tii
/v/--7W0 P lV -- kCe,J. re,V� 11- 4
1117 10j17g _ dacry f� ,V } 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 far 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 Lcjcunc 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 I
City:__.. Canip Lejeune County: 0115low
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: Wendy Haustveit/David Powell Telephone Number:
II. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal
Form SWU-101 Version 3.99 Page 1 of 4
of project
208 1 344-1180
X Modification

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-71 11 Modification and its issue date (if known) December 16, 20.04
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major Sedimentation/Erosion Control _404/401 Permit _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.
Wet Ponds will be used to capture the runoff from the 1-inch storm in order to settle
out suspended solids.
2. Stormwater runoff from this project drains to the
3. Total Project Area: 151.4 acres
5. How many drainage areas does the project have? I
White Oak
River basin.
4. Project Built Upon Area: 48 %
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.
Phnca 1 T) Pnnd
#. r bra
Basis Inforriiatibii N, 2 �
.rx'�1�. ��:..
�' t�-. :,r* a 3z Srs�
, S 1 � � ( Dratna a Area.l� ��
��... ct:.. :7:. ��.i;,.>,z-:+.,
.e1e. rv:�.r• rua Ewa _`°A:�....�d
�� Drat � e Areas "fir t`
Receiving Stream Name
NORTHEAST CREEK
Receiving Stream Class
SC H W NSW
Drainage Area
6,596,201
Existing Impervious* Area
Proposed Impervious*Area
3,173,1 12 SF
% Impervious* Area (total)
48
3i fim �1w LN h L °N fsV
ilinpetvtous, Surface°Area ]
,+; i `,'1 'Drainage Area;] t ttt �r�
; f r �" r i
' t t(Ye"- rainage' Axea 2 d ,ram r .
'Xh.,f ,4t 3�
On -site Buildings
372,097 SFr
On -site Streets
443,259
On -site Parking
160.246 SF
On -site Sidewalks
121 885 SF
Other on -site
264,099SF
Off -site
1,811,536 SF
Total: 3,173,112 SF
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived?
From topo_gaphic_tnap 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 bystructures 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.
S. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence riorn the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

Vl. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each EMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications. including:
Development/Project name
- Engineer and firm
Legend
Nnrth arrow
- Scale
Revision number & date
Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
if you wish to designate authority to another individual or firm so that they may provide Information on your
behalf, please complete this section. _ ,
Designated agent (individual or firin): David G. Powell, RiveRidge Engineering Co.
Mailing Address: 405 W. Myrtle Street
City: Boise — State: ID Zip:^ 83702
Phone: ( 208 ) 344-1 180 Fax: ( 208 ) 344-1182
VIII. APPLICANT'S CERTIFICATION
J�
I. {print or type name ofpylon fis ' i General Inform tion it n 2) _ &qe,— , .l l
certify that the inform ' n in lud on this permi ap' icat on form is, to the best of my knowledge, correct and
that the project will b ons cte in conformanc wit the pproved plans, that the required deed restrictions
and protective cov w e r corded, and th th pro osed project complies with the requiJents of 15A
NCAC 2H .100
Signature: Date "
4
Form SwU- 101 Version 3.99 Page/of 4
i t J¢(o n713

1 '
VI. SUBMITTAL REQUIREMENTS
.Tw8 016 426 MUD
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Formes
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management _ a�
• 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)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): David G. Powell, RiveRidge Engineering Co.
Mailing Address:. 405 W. Myrtle Street
City: Boise State: ID Zip: 83702
Phone: �208 ) 344-1180 Fax: (208 ) 344-1182
VIII. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1.1000.
See previous submittal for original signature
41
Form SWU-101 Version 3.99 Pagefof4
Date:

COMMUNICATION RESULT REPORT ( NOv.21.2005 4:43PM } � � � P. 1
FILE MODE OPTION TTI NCDENR WIRO
--------------------------- --
24 MEMORY TX _ ADDRESS (GROUP)
------------ `--- _-RESt1LT
--�---------------- - -- - PAGE
91615295402 - ----------------- --
OK P. 13/13
REASON FOR ERROR --------------------
E-1) HANG UP OR LINE PAIL
E-3] NO ANSWER
Q�1,f W A i�,
0 N=r' 11C
November 7, 2005
E-4) NoSPACSIMILE CONNECTION
. Michael F. Eavey, Vurc,
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Commander Lawrence'Readal, Public Works Officer
Commanding General, Marine Corps Base
1005 Michael Road
Camp Lejeune, NC 28547-2521
Alan W. Klimek, RE. Director
Division of Water Quality
Subject; Permit No. SWB 010420 Modification
Tarawa Terrace 1, II, and III Housing Replacement; High Density Stormwater
Project including Area Served by an Off -Site System
Onsiow County
Dear Commander Readal;
The Wilmington Regional Office received a complete, modified Stormwater Management
Permit Application for Tarawa Terrace 1, ll and III Housing Replacement on November 2, 2005.
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, SWS 010420 Modification dated November 4, 2005, for the construction
of Tarawa Terrace 1, ll and III Housing Replacement,
This permit skull be effective from the date of issuance until November 7, •2415, and shall be
subject to the conditions and limitation's 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 stormwater management system will result in
r. 1. ---•»,nl�nrr� nreblems•

' P. 1
COMMUNICATION RESULT REPORT ( OCT.28.2005 1:54PM )
TTI NCDENR WIF0
FILE 110DE OPTION ADDRESS (GROUP) RESULT PAGE
---------------------.---------
609 MEMORY TX 9-16153854020 01, P. 3/3
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
Date: 10/20/05
To: Tom Davis
Company: Littlejohn Eng, Assoc.
FAX #: [phone]
William G. Doss, Jr., Secretary
No. of Pages: 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
5tormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SWB 010420 Modification
Project Name: Tarawa Terrace Phase III Housing Repalcement
MESSAGE:
Tom*
A Request for Additional Information is attached for the subject project. The original will
be mailed to Commander Readal, and a copy will be mailed to you.

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
Date: 10/20/05
To: Tom Davis
Company: Littlejohn Eng. Assoc.
FAX #: [phone]
William G. Ross, Jr., Secretary
No. of Pages: 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 010420 Modification
Project Name: Tarawa Terrace Phase III Housing Repalcement
MESSAGE:
Tom,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Commander Readal, and a copy will be mailed to you.
ENBlptb: S:IWQSISTORMWATERIADDINF0120051010420Mod.octO5
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

�OF W A-f Michael F. Easley, Governor
�O G William G. Ross, Jr., Secretary
Alan W. Klimek, P.E. Director
North Carolina Department of Environment and Natural Resources
Division of Water Quality
October 20, 2005
Commander Lawrence Readal, Public Works Officer
Commanding General, Marine Corps Base
1005 Michael Road
Camp Lejeune, NC 28547-2521
Subject: Request for Additional Information
Stormwater Project No. SW8 010420 Modification
Tarawa Terrace Phase III Housing Replacement
Onslow County
Dear Commander Readal:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Tarawa Terrace Phase III Housing Replacement on October 19, 2005. A preliminary review of
that information -has determined that the application is not complete. The following information
is needed continue the stormwater review:
Please provide a Narrative that describes the proposed modification, including
��the drainage area reduction, elimination of Pond III and drainage offsite to
Tarawa Terrace II, and any built -upon area footprint changes. Please provide a
revised plan(s) if there are any BUA footprint changes.
Please provide a marked copy of a site plan that illustrates the drainage area to
101we Pond 1 D and the area that drains offsite to Tarawa Terrace II.
Ila 3. Please provide sheet 4 of the application with originals of the Engineer's initials in
Section VI-1 _
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 October 27, 2005, 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.
North Carolina Divis'bn of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623.6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Interneti h2o,enr.slate.nc us
An Equal OpportunityfAftirmative Action Employer— 50% Recycledl101% Post Consumer Paper
One
NorthCarolimi
Naturally

1
Commander Lawrence Readal, Public Works Officer
October 20, 2005
Stormwater Application No. SW8 010420 Modification
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 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].
Since ely,
GAL.
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:1WQSlSTORMWATERIADDINFO120051010420Mod .oct05
cc: Thomas J. Davis, P.E., Littlejohn Engineering Associates
Paul Bartlett

� oa
S 6lz
L I T T L E 1 O H N E N G I N E E 2 I N G A S S O C I A T E S
ENGINEERING PLANN I NG LANDSCAPE ARCH ITECTU RE LAND SURVEYING ! `r
1 9 3 5 TWENTY - FIRST AVENUE SOUTH • N A S H V I L L E, TENNESSEE 3 7 2 1 2
P H O N E 61 5- 3 8 5- 4 1 44 • FAX 61 5• 3 R 5- 4 0 2 0 • W W W. L E A I N C. C O M
TRANSMITTAL
To: Cameron Weaver PH: 910-796-7307
NC DENR
127 Cardinal Drive Extension
Date:
Job No.:
Project:
Wilmington, NC 28405
Regarding: Revise Tarawa Terrace 1 Stormwater Permit Fees
We are sending:
0 Attached
❑ Under Separate Cover
❑ Copy of Letter
Via:
Mail
❑x Drawings
❑ Originals/Reproducibles
❑ Change Order
Courier
11/01/05
LEA ##24235 "
Camp Lejeune
Jacksonville, NC
El Computer Disk
El
Specifi`cationsCFIV,
Other � 2 20
�cv
.. 1p, 0
gym
Express/Overnight Mail
Date
Description
Copies
Check for $4000
1
We are sending:
0 For Approval
❑ For Review & Comment
For Your Use
❑ As Requested
For Your Record
For Bids Due
Remarks: Included is the check for $4000 which was required to complete our submittal to revise the Tarawa
Terrace I Permit. Please let me know if we require anything else for this permit.
Copies to: Signed: Matt Carter

North Carolina - Depart. of Environment 25990 NOV 1 2005 025990
24235 STORMWATER NOV 1 2005 4,000.00 4,000.00
LITTLEJOHN ENGINEERING ASSOCIATES Total .................... $ 4,000.00
LITTLEJOHN ENGINEERING ASSOCIATES ANISOUTH BANK 87-1 No. 025990
1935 TWENTY-FIRST AVENUE SOUTH NASHVfLLE, TN Eau
NASHVILLE, TENNESSEE 37212
[phone]
PAY
Four Thousand and 001100
TO: North Carolina - Depart. of Environment
THE
ORDER anad Natural Resources
OF 127 Cardinal Drive Extension
Wilmington„ NC 28405

NOV 1 2005
NOV 0 2 NO
��r---
s��l�7
025990
4,000.00
Total .................... $ 4,000.00
LITTLEJOHN ENGINEERING ASSOCIATES

L I T T L E O H N E N G I N E E R I N G A S S O C I A T E S
E N G I NFEiRING PLAN N I NG LANDSCAPE ARC H ITECTU R E LAN D SURVEYING
1 4 3 5 TWENTY - FIRST AVENUE SOUTH • N A S H V I L L E. TENNESSEE 3 7 2 1 2
P H O N E 6 1 5- 3 8 5- 4 1 44 • FAX 6 1 5. 3 n 5- 4 0 2 0 • W W W. L E A I N C. C O M
To: Paul Bartlett
TRANSMITTAL
VL1- 0211_Rnf._^12nl
Date:
10/25/05
NC DENR Job No.: LEA #24235
127 Cardinal Drive Extension Project: Camp Lejeune
Wilmington, NC 28405 Jacksonville, NC
Regarding: Tarawa Terrace I Permit Modification: Stormwater Project Number SW8 010420 Modification
We are sending:
❑ Attached
❑ Under Separate Cover
❑ Copy of Letter .
Via:
❑ Mail
❑X Drawings
❑ Originals/Reproducibles
❑ Change Order
❑ Courier
❑ Computer Disk
❑ Specifications
❑ Other
❑X Express/Overnight Mail
OCT Q ® za 5
sw8 to1Z0M
Date
Description
Copies
Project Narrative
1
CLO Drainage Area Map
2
Sheet 4 of Application
1
We are sending:
❑x For Approval ❑ For Your Use ❑ For Your Record
❑ For Review & Comment ❑ As Requested ❑ For Bids Due
Remarks: The attached are in response to your request for further information on Tarawa Terrace I.
Copies to: Signed: Tom Davis

Project Narrative: Tarawa Terrace I Permit Modification
Phase III Housing Replacement Project
The modification to the existing stonnwater permit for Tarawa Terrace I (Permit No.:
SW8010420 N62470-97-C-7111) consists of removing the Phase III Pond from the
permit. The current permit covers two ponds: Phase 1 D Pond and Phase III Pond. The
Phase 1 D Pond as well as its drainage area will remain unchanged and unaltered as a
result of this permit modification. Current plans call for the Phase III Pond to be
removed from the project area. The pond is being enlarged to handle additional flows
and will be included in the permit for the redevelopment of Tarawa Terrace 1I. Flows
from Tarawa Terrace [ will continue to flow to this pond and will be treated as Off -Site
Runoff for the Tarawa Terrace II water quality calculations. No plans for additional
impervious surfaces are a part of this application. In summation, the modification to the
existing Tarawa Terrace 1 permit requires removal of the Phase [II Pond from the permit.

NUB S-r08 d 10 7-0A 0 P
7`ev�r�w � Ze�/�� l ,
IZ- e
L l T T L E 1 0 H N E N G I N E E R I N G A S S O C I A T E S
ENGINEERING PLANNING LANDSCAPE ARCHITECTURE LAND SURVEYING
1 9 3 5 TWENTY - FIRST AVENUE SOUTH • N A S H V I L L E, TENNESSEE 3 7 2 1 2
P H O N E 61 5-385-4 1 44 • FAX [phone] • W W W.LEAI NC.CO ti9
TRANSMITTAL 14 D cam
To: Cameron Weaver PH: 910-796-7307 Date: 10/18/05 `
A
NC DENR Job No.: LEA #24235
127 Cardinal Drive Extension Project: Camp Lejeune
Wilmington, NC 28405 .lacksonville, NC
Regarding: Tarawa Terrace H/Revise Tarawa Terrace I Stormwater Permit Submittals
We are sending:
0 Attached
Under Separate Cover
Copy of Letter
Via:
❑ Mail
�X Drawings
Originals/Reproducibles
Change Order
Courier
Computer Disk
Specifications
Other
F1 Express/Overnigh
Date
Description
Copies
Cover Letter
1
Revise Tarawa Terrace I Permit
1
Tarawa Terrace 11 Permit and Two (2) Wet Detention Basin Supplements
I
Tarawa Terrace 11 Drawings (Phases 1,2,3,4 and Overall Project Sheets)
2
We are sending:
For Approval
❑ For Review & Comment
Remarks:
Copies to:
For Your Use
As Requested
For Your Record
For Bids Due
Signed: Tom Davis
\",

Im
L I T T L E 1 0 H N E N G I N E E R I N G A S S O C I A T E S
E N G I N E E R I N G P LANN ING LAN DSCAPE ARCH ITECTU RE LAND S U RV E Y ING
E N V I R O N M E N T A L SERVICES
October 18, 2005
Mr. Cameron Weaver, Coordinator
Express Permitting
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Camp Lejeune Family dousing
Tarawa Terrace, Phases 1-4
Littlejohn Engineering; Associates Project No. 24235
Dear Mr. Weaver:
'��" ;WED
O C T 19 200
StV8 U 01)
I BY:
Enclosed are two (2) copies of Site Civil drawings for the referenced project at Marine
Corps Base Camp Lejeune. These drawings have been revised to address comments
received at your office during a Pre -application meeting on October 6, 2005.
These drawings should be forwarded to Paul Bartlett and Rob Gordon for their initial
review.
Please call me if you need anything else or have any questions. Thank you for your help
to -date in leading us through this permitting process.
Sincerely,
LITTLEJOHN ENGINEERING ASSOCIATES
Thomas J. Davis, PE
Cc: Mr. Derek Vecrkamp
Enclosures
1 9 3 5 TWENTY-FIRST AVENUE SOUTH • N A S H V I L L E, TENNESSFE 3 7 2 1 2
P H 0 N E 6 1 5- 3 8 5- 4 1 4 4 • P A X 6 1 5- 3 8 5- 4 0 2 0 W W W. L E A i N C C 0 M