SW8051018_HISTORICAL FILE_20051213

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 05 i alb
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
zoo 5 112-t 3
YYYYMMDD

�GF WATF9Q Michael F. Easley, Governor
�O G William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 13, 2005
Commander Lawrence Readal, Public Works Officer
Commanding General, Marine Corps. Base, Camp Lejeune
1005 Michael Road
Camp Lejeune, NC 28547-2521
Subject: Stormwater Permit No. SW8 051018
Tarawa Terrace II
High Density Project
Onslow County
Dear Commander Readal:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Tarawa Terrace II on November 23, 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 051018
dated December 13, 2005, for the construction of the subject project.
This permit shall be effective from the date of issuance until December 13, 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].
Sincerely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENBlptb: S:IWQSISTORMWATERIPERM1T1051018.dec05
cc: Thomas J. Davis, P.E., Littlejohn Engineering Associates
Mike Morris, Onslow County Building Inspections
Paul T. Bartlett, P.E.
[Wilmington Regional Office
Central -]riles
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o,enr.slale.rlc us N flr'ilICiirolina
An Equal Opportunity)Affirmative Action Employer— 50°/o Recycled110% Post Consumer Paper Naturally

State Stormwater Management Systems
Permit No. SW8 051018
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
Commander Lawrence Readal, Public Works Officer, Marine Corps Base
Tarawa Terrace 11
Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of two 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 December 13, 2015, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has-been designed to handle the runoff from 2,160,168 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. There is no allotment for future built -upon
area at the site.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 051018
6. The following design criteria have been provided in the wet detention ponds and
must be maintained at design conditions:
Design Criteria
Tarawa Blvd.
Boy Scout
Pond
Camp Rd. Pond
a. Drainage Area, acres:
80.85'
37.6
Onsite, ftz
2,258,586
1,637,709
Offsite, ft2
1,263,240
None
b. Total Impervious Surfaces, ft
1,473,105
687,063
Onsite Buildings, ftz:
439,900
304,350
Onsite Streets, ft2
297,390
193,082
Onsite Parking/Driveways, ft2:
150,660
101,420
Onsite Sidewalks, ftz:
68,168
44,600
Other Onsite, ft`:
. 13,956
43,611
Offsite, ftz:
503,031
None
c. Desi n Storm, inches
1.0
1.0
d. Pond De th, feet
5.4
5.0
e. TSS removal efficiency
90
90
f. Permanent Pool Elevation, FMSL
11.4
9.5
9. Permanent Pool Surface Area, ft
130,181
51,831
In. Permitted Storage Volume, ft
159,439
58,690
i. Temporary Storage Elevation, FMSL
12.6
10.54
'. Controlling Orifice," O
6.0
4.0
k. Permitted Forebay Volume, f#
121,175
38,442
I. Receiving Stream/River Basin
Northeast Creek 1 White Oak
m. Stream Index Number
19-16- 3.5
n. Classification of Water Body
SC HQW NSW
o. Max. horsepower for a fountain
2 1 112
IIIIIIIIII&Y+]0214vigil 41019103kiIa4YM►IN4
The stormwater management system shall be constructed in its entirety, .
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all 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 slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 051018
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw 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 a fountain in this pond is 2 HP and 1/2 HP
for the Tarawa Blvd. Pond and the Boy Scout Camp Rd. Pond,
respectively.
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.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have -received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
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, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for. which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f, Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 051018
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable 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) having 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 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 13th day of December 2005.
NORTH-CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�1 �1ou- � .
for -Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 051018
Tarawa Terrace II
Stormwater Permit No. SW8 051018
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
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 051018
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. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
.12. Required drawdown devices are correctly sized per the approved plans.
.13. All required design depths are provided.
_14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
.15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Mike Morris, Onslow County Building Inspections
Page 7 of 7

State Stormwater Management Systems
Permit No. SW8 051018
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
Commander Lawrence Readal, Public Works Officer, Marine Corps Base
Tarawa Terrace 11
Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of two 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 December 13, 2015, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater .
control has been designed to handle the runoff from 2,160,168 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. There is no allotment for future built -upon
area at the site.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans:
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 051018
6. The following design criteria have been provided in the wet detention ponds and
must be maintained at design conditions:
Design Criteria
Tarawa Blvd.
Boy Scout
Pond
Camp Rd. Pond
a. Drainage Area, acres:
80.85
37,6
Onsite, ft2
2,258,586
1,637,709
Offsite, ft2
1,263,240
None
b. Total Impervious Surfaces, ft
1,473,105
687,063
Onsite Buildings, ft2:
439,900
304,350
Onsite Streets, ft2
297,390
193,082
Onsite Parking/Driveways, ft2:
150,660
101,420
Onsite Sidewalks, ft2:
68,168
44,600
Other Onsite, ft2:
13,956
43,611
Offsite, ft2:
503,031
None
c. Desi n Storm, inches
1.0
1.0
d. Pond Depth, feet
5.4
5.0
e. TSS removal efficiency
90
90
f. Permanent Pooi Elevation, FMSL
11 A
9.5
9. Permanent Pool Surface Area, ft
130,181
51,831
h. Permitted Storage Volume, ft
159,439
58,690
i. Temporary.Storage Elevation, FMSL
12.6
10.54
'. Controlling Orifice,"O
6.0
4.0
k. Permitted Forebay Volume, ft
121,175
38,442
I. Receiving Stream/River Basin
Northeast Creek I White Oak
m. Stream Index Number
19-16- 3.5
n. Classification of Water Body
SC HQW NSW
o. Max. horsepower for a fountain
2 1 1I2
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all 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 slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
Page 3of7

State Stormwater Management Systems
Permit No. SW8 051018
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw 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 a fountain in this pond is 2 HP and 112 HP
for the Tarawa Blvd. Pond and the Boy Scout Camp Rd. Pond,
respectively.
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.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
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, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction,
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 051018
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable 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) having 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 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 13th day of December 2005.
NORT AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
6 'a'�
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 051018
Tarawa Terrace II
Stormwater Permit No. SW8 051018
Onslow Countv
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
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 051018
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. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved.plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Mike Morris, Onslow County Building Inspections
Page 7 of 7

L I T T L E J 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 N E E R I N G PLANNING LANDSCAPE A R C H I T E C T U R E 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 6 1 5- 3 8 5- 4 1 44 • FAX [phone] • W W W. L E A I N C. C O M
TRANSMITTAL
To: Paul Bartlett PH: 910-796-7301 Date: 11/22/05
NC DENR Job No.: LEA #24235
127 Cardinal Drive Extension Project: Camp Lejeune
Wilmington, NC 28405 Jacksonville, NC
Regarding: Tarawa Terrace II Stormwater Permit: Stormwater Project Number SW8 051018
We are sending:
�x Attached �x Drawings
Under Separate Cover Originais/Reproducibles
Copy of Letter Change Order
Via:
El Computer Dis
Specifications
❑ Other
Mail Courier ❑X Express/Overnight Mail
Date
Description
Copies
Revise Sheet CG-5.05
2
Revised Sheet CG4.05
2
We are sending:
�X For Approval ❑ For Your Use ❑ For Your Record
For Review & Comment As Requested 0 For Bids Due
Remarks: Items in response to Request for Additional Information dated November 22, 2005
Copies to: Signed: Matt Carter

P. 1
R
COMMUNICATION RESULT REPORT ( NOV.22.2005 11:59AM )
TTI NCDENR WIRO
FILE NODE OPTION ADDRESS (GROUP) RESULT PAGE
---------------------------------------------------------------------------------------------------
256 MEMORY TX 916153854020 OK P. 4/4
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX OVER SHEET
Date: 11/22/05
To: Tom Davis
Company: Littlejohn Eng. Assoc.
FAX #: [phone]
William G. Ross, Jr., Secretary
No. of Pages: 4 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWO Stormwater Project Number: SW8 051018
Project Name: Tarawa Terrace I[
MESSAGE:
Tom,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Commander Readai, and a copy will be mailed to you.

IS
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
Date: 11 /22/05
To: Tom Davis
Company: Littlejohn Eng. Assoc.
FAX #: [phone]
William G. Ross, Jr., Secretary
No. of Pages: 4 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 051018
Project Name: Tarawa Terrace II
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:IWQSISTORMWATERIADDINF0120051051018-2.nov05
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

�QF 1NATF�o Michael F. Easley, Governor
�O G William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
o Alan W. Klimek, P.E. Director
Division of Water Quality
November 22, 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 051018
Tarawa Terrace II
Onslow County
Dear Commander Readal:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Tarawa Terrace 11 on October 19, 2005, and revised application on October 28 and November
8, 2005. A preliminary review of that information has determined that the application is not
complete. The following outstanding, numbered items from our Request for Additional
Information dated October 21 and November 8, 2005 are needed to continue the stormwater
review:
/ 9. For the Boy Scout Camp Road Pond berm between the forebay and. main basin,
please add height up to the temporary pool elevation and for about 100' from the
/ inlet structures to increase the flow path length. Please modify Drawing CG-4.05
{ �1 and the Section AA detail of Drawing CG-5.05 to illustrate the elevated berm. A
marked copy of Drawing CG-4.05, submitted November 8, 2005, is attached to
1� illustrate the 100' elevated portion of the berm. The current inlet structures short -
A circuit the full pond length. The attached configuration is intended to increase
flow path length by forcing flow from the inlets to the opposite side of the forebay
before entering the main basin.
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 December 2, 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.
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.
North Carolina Dlvislon of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr,st9te.nc.us
An Equal Opportunity/Affirmative Action Employer— 50% Recycledf10% Post Consumer Paper
One
NorthCarolina
Naturally

Commander Lawrence Readal, Public Works Officer
November 22, 2005
Stormwater Application No. SW8 051018
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 1y,
X
C -
Paul T. Bartlett, P.E.
Environmental Engineer
ENBlptb: S:IWQSISTORMWATERIADDINF0120051051018-2.nov05
cc: Thomas J. Davis, P.E., Littlejohn Engineering Associates
Paul Bartlett

LLJ
La
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\IJ

L I T T L E 1 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 N E E R I N G P L A N N ING LANDSCAPE ARCH ITECTUR E LAND S U R V E Y I N G
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 6 1 5-385-4 1 44 • FAX [phone] • W W W. LEAI NC.CO wl
TRANSMITTAL
To: Paul Bartlett PH: 910-796-7301 Date: 11/08/05
NC DENR Job No.: LEA #24235
127 Cardinal Drive Extension Project: Camp Lejeune
Wilmington, NC 28405 Jacksonville, NC
Regarding: Tarawa Terrace 11 Stormwater Permit: Stormwater Pro,Lect Number SW8 051018
We are sending:
❑X Attached
❑ Under Separate Cover
❑ Copy of Letter
Via:
❑ Mail
❑X Drawings
❑ Originals/Reproducibles
❑ Change Order
❑ Courier
❑ Computer Disk ' C�i V >vL
Specifications NOV 0 ?OUP
❑ I3Y.5W� - ld l�
Other
❑X Express/Overnight Mail
Date
Description
Copies
Page 4 of Application and Page 2 of both Pond Supplements with originals of eng.'s initials
l
# q
Revised Sheet CG-4.05
2
# 10
Revised Page 3 of Boy Scout Camp Road Pond Supplement
1
We are sending:
❑X For Approval
❑ For Review & Comment
❑ For Your Use
❑ As Requested
❑ For Your Record
❑ For Bids Due
Remarks: Items in response to Request for Additional Information dated November 8, 2005
Copies to: Signed: Matt Carter

P. 1
` R
COMMUNICATION P,ESULT REPORT 3. 20 )i
TTI 14CDENR WIRO
OPTION ADDRESS (GROUP) RESULT PAGE
FILE MODE --------------------------
_ ________--------------------------------_ ----- ----- OK P. 3/3
932 MEMORY TX-_____-_-_- 91615385�©2�
-
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-q) NO FACSIMILE CONNECTION - - -
St-,''Ie of North Carolina
Department of En,,,i► onment and Natural Ria.,,ii)urc:es
Wilmington Regional malice
Michael F. Easley, Governor
Date:
To:
Company:
FAX #:
PAX COVER SHEET
11 /Q8105
Tom Davis
Littlejohn Eng, Assoc.
[phone]
Ytiili- r,:r -i s:I. secretary
No. of Pages: 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Ptgone V: 910-796-7301
DWO Stormwater Project Number; 4?111I8 05101 ,
Project. Name: Tarawa Terrace 11
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: 11 /08/05
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 051018
Project Name: Tarawa Terrace II
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:IWQSISTORMWATERIADDINF0120051051018.nov05
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer

WA7E� Michael F. Easley, Governor
O G William G. Ross, Jr., Secretary
r North Carolina Department of Environment and Natural Resources
4 Alan W. Klimek, P.E. Director
Division of Water Quality
November 8, 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 051018
Tarawa Terrace II
Onslow County
Dear Commander Readal:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Tarawa Terrace II on October 19, 2005, and revised application on October 28, 2005. A
preliminary review of that information has determined that the application is not complete. The
following outstanding, numbered items from our Request for Additional Information dated
October 21, 2005, are needed to continue the stormwater review-
(]- 3. Please provide page 4 of the application and page 2 of both pond supplements
with originals of the Engineer's initials in Section V1.1 and Section II,
1 respectively.
For the Boy Scout Camp Road Pond berm between the forebay and main basin,
please add height up to the temporary pool elevation and for about 100' from the
inlet structures to increase the flow path length.
11 nol. lease clarify the permanent pool elevation for the Boy Scout Camp Road Pond.
Drawing C-5.05 and page of the supplement list 9.5' and page 3 of the
supplement lists 10.54. 9.5 is correct, please modify page 3 of the
,supplement, including a diment removal elevations on page 3.
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 November 15, 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.
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.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Serkel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state. nc.us Orte
NorthCarolina
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper Naturally

(1
A
Commander Lawrence Readal, Public Works Officer
November 8, 2005
Stormwater Application No. SW8 051018
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].
Sin relylklz*
, l"
r
Paul T. Bartlett, P.E.
Environmental Engineer
ENBlptb: S:IWQSISTORMWATERIADDINFO120051051018.nov05
cc: Thomas J. Davis, P.E., Littlejohn Engineering Associates
Paul Bartlett

P. 1
• COMMUNICATION RESULT REPORT ( OCT.21.2005 4:34PN ) �\
TTI NCDENR 141RO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
------------------------------------------------------------------------------------------
641 MEMORY TX 916153854020 OK P. 3/3
----------------
REASON FOR ERROR
E-1), HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F, Easley, Governor William G. Ross, Jr„ Secretary
FAX COVER SHEET
Date: 10/21 /05
To: Tom Davis
Company: Littlejohn Ung. Assoc.
FAX #: [phone]
No. of Pages: 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SWB 061018
Project Name: Tarawa Terrace 11
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.
i

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
Date: 10/21 /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 051018
Project Name: Tarawa Terrace 11
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:IWQSISTORMWATERIADDINF0120051051018.oct05
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

WA7r1k- Michael F. Easley, Governor
�O G William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
L3 N, Alan W. Klimek, P.E. Director
Division of Water Quality
October 21, 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 051018
Tarawa Terrace II
Onslow County
Dear Commander Readal:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Tarawa Terrace II on October 19, 2005. A preliminary review of that information has
determined that the application is not complete. The following information is needed to
continue the stormwater review:
tD A�y /Please provide a Narrative that describes the proposed project, including the
a v "Offsite° area (formerly to Pond III in Tarawa Terrace I now draining to Tarawa
0b Terrace II?) and "Other" area (Future Phases 5-6?) listed in Section 111.6 of the
application.
f2 XPlease provide PE -stamped and dated calculations for sizing both ponds and
�r fps outlet orifices, including stage -storage tables with incremental and cumulative
areas and volumes.
k Please provid J _off# d �9=
withon i�c of veers rnl to s in Sectio A,- and Secti �ly.
D 4. Please clarify the total project area. Drawing C-SW-1.01 notes an area 02
p� acres, and Section 111.3 of the application lists acres.
4 5. Please illustrate the inlet piping and structure for the Tarawa Boulevard Pond and
provide a label on the plans for both ponds that states from where the influent
comes (i.e., curb inlet #, drawing #).
6.�aseleclarify the built -upon area in the table of Section 111.6 in the application. It
ill be helpful for future needs to break down "Building", Streets", etc. by Phases
�'fl � 1-4 and list "Future" for your estimate for Phases 5 and 6.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer 5ervicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405.3845 FAX [phone] Internet: h2o.enr stale.nc.us
An Equal OpporlunitylAffirmalive Action Employer— 50% Recycled/10% Post Consumer Paper
Aalmrally
NorthCarolina

.,Commander Lawrence Readal, Public Works Officer
October 21, 2005
Stormwater Application No. SW8 051018
i) ---Z
Please illustrate and label the 10'-wide vegetated shelf at a 6:1 slope on
the plans and detail sheets for both ponds.
8. 1 se provide the overall dimensions and square feet of area for each
Cuilding type (Drawing CS-1.01 for each phase). It will be helpful to then
have a row at the bottom of each table for the phases on the drawings that
Ni lists total square feet for the sum of the units in the phase.
L9, For the Boy Scout Camp Road Pond, please add height up to the
temporary pool elevation and for about 100' from the inlet structures for
V the berm between the forebay and main basin to increase the flow path
length.
10. Please clarify the perman nt pool elevation for the Boy S ui Camp Road
Pond. Drawing C- , 05 nd p ge 1 of the supplement li t 9.5' nd page 3
�^-� of the supplement list 10.5� . If 9.5' is correct, please d' y page 3,
t4� • including the sedime t r moval elevations on page 3. In the absence of
calculations Item #2 above), we are unable to discern the correct value.
Please note that this request for additionali information is in response to a preliminary
review. The requested information should be received by this Office prior to October
28, 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.
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].
Sing ely,
Paul T. Bartlett, P.E.
Environmental Engineer
ENBlptb: S:1WQSISTORMWATERIADDINF0120051051018.oct05
cc: Thomas J. Davis, P.E., Littlejohn Engineering Associates
Paul Bartlett

L I T T L E J O H N E N G I N E E R I N G A S S O C I A T E S
ENGIN EER ING P L A N N INC LANDSCAPE ARCHITECTURE LAND SURVEYING
1 P 3 5 TWENTY - FIPST 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 R 5- 4 0 2 0 • W W W. L E A I N C. C O M
TRANSMITTAL
To: Paul Bartlett
NC DENR
MY. fain ^fnc '71al
Date:
Job No.
10/27/05
LEA #24235
127 Cardinal Drive Extension Project: Camp Lejeune
Wilmington, NC 28405 Jacksonville, NC
Regarding: Tarawa Terrace 11 Stormwater Permit: Stormwater Project Number SW8 051018
We are sending:
❑x Attached
❑ Under Separate Cover
❑ Copy of Letter
Via:
❑ Mail
❑x Drawings
❑ Originals/Reproducibles
❑ Change Order
❑ Courier
❑ Computer Disk C�
❑ Specifications
❑ Other
❑X Express/Overnight Mail
R
Date
Description
Copies
Cover Letter
1
Revised Tarawa Terrace 11 Drawings
2
I
We are sending:
❑ For Approval ❑ For Your Use ❑ For Your Record
❑ For Review & Comment ❑ As Requested ❑ For Bids Due
Remarks: Attached are the revised drawings for the Tarawa Terrace 1I. The revised calculations and permit pages
will come separately via e-mail.
Copies to:
Signed: Matt Carter

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 PLANNING LAN D S C A P r ARCH ITECTURE L A N D S U R V E Y I N G
ENV; RONMENTAL SERVICES
October 27, 2005
Mr. Paul T. Bartlett, PE ti
Express Permitting
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Camp Lejeune Family Housing
Tarawa Terrace, Phases 1-4
Littlejohn Engineering Associates Project No. 24235
Dear Mr. Bartlett:
Enclosed are two (2) copies of revised Site Civil drawings for the referenced project at
Marine Corps Base Camp Lejeune. These drawings have been revised to address
comments addressed in your letter dated October 21, 2005.
At your suggestion, we have only included the drawings that were revised.
I trust that these drawings have addressed your comments. Please call me or Matt Carter
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 Veerkamp
Enclosures
1 9 3 5 T W E N T Y- F I R S T A V E N U E S O U T H - N A S H V J L L E, T E N N E S S E E 3 7 2 1 2
P H 0 N G 6 1 5• 3 9 5 - 4 1 4 4 - F A X 6 1 5- 3 8 5- 4 0 2 0 - W W W. L E A I N C. C 0 M

A4,J 1'
-r&reu 1 a Teirace�
��H
HP'- Gta
L I T T L E J O H N E N G I N E E R I N G A S S O C I A r S
E NC IN EE RING I'I.ANNI NG LAN DSCAPE ARC H ITECTUR E LAN
1935 TWENTY - FIRST AVENUE SOUTH • NASHVlLLE, TENN SSE ^ 7 2 Ve�P
P H O N E 61 5- 3 8 5- 4 l 4 4 + FAX G 1 5- 3 8 5- 4 0 2 0 • W W W. E A I N C C
TRANSMITTAL too
To: Cameron 'Weaver
NC DENR
Date: 10/18/05
Job No.: LEA ##24235
127 Cardinal Drive Extension Project: Camp Lejeune
Wilmington, NC 28405 _ _ Jacksonville, NC
Regarding: Tarawn Terrace H/Revise Tarawa Terrace I Stormwater Permit Submittals
We are sending:
�r Attached
❑ Under Separate Cover
Copy of Letter
Via
Mail
P11:910-796-7307
oL� :�oig
❑� Drawings Computer Disk
Oribinals/Re roducibles Specifications
Change Order Other Q
OC�
❑ Courier 0 Express/Overnight Mai
Date
Description
Copies
Cover Letter _
I
= = `
Re,.,ise Tarawa -Terrace I Permit'
--
Tarawa Terrace I[ Permit and Two (2) Vet Detention Basin Supplements
I
Tarawa Terrace [I Drawings (Phases 1,2,3,4 and Overall Project Shee(s)
2
i
We are sending:
FRI For Approval I -or Your Use
❑ For Review & Comment As Requested
Remarks:
Copies to:
For Your Record
I -or Bids Due
Signed: Tom Davis

L 1 T T L E l 0 H N E N G I N E E R I N G A S S O C I A T E S
October 18, 2005
Mr. Cameron Weaver, Coordinator
Express Perrnitting
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Camp Lejeune Family blousing
Tarawa Terrace, Phases 1-4
Littlejohn Engineering Associates Project No. 24235
Dear Mr. Weaver:
Enclosed are Iwo (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,
url'LEJOHN ENGINEERING ASSOCIATES
Thomas J. Davis, PE
Cc: Mr. Derek Veerkamp
Enclosures
} 9 3 5 T W E N 'r Y F I R 1; T A V L N U L S O U T H N A S H V 11. L E, T E N N E S S E E 3 7 2 1 2
V 11 0 N E 6 1 5- 3 8 5- 4 1 4 4 17 A X 6 1 5- 3 8 5- 4 0 2 0 W W W. L E A I N C C 0 M

l Date Received Fee Paid Permit Number
r 151� 0����8- leeyl-avle'l4:
i1 8 a5 y�n3 ��4 State of North Carolina
Depa tment of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Commanding General, Marine Corps. Base, Camp Lejeune
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Commander Lawrence Readal, Public Works Officer
3. Mailing Address for person listed in item 2 above:
Commanding General, Marine Corps. Base, 1005 Michael Road
City: Camp Lejeune State: NC Zip:
Telephone Number: (_ _910 ) 451-2581
28547-2521
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 lI
5. Location of Project (street address):
Tarawa Terrace lI
City: Camp Lejeune County: Onslow
6. Directions to project (from nearest major intersection):
From Hwy. 24, enter Tarawa Terrace 1I entrance and proceed on Tarawa Blvd. to site.
7. Latitude: 34044'
Longitude: 77"22' of project
8. Contact person who can answer questions about the project:
Name: Tom Davis Telephone Number: ( 615 ) 385-4144
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99
Page I of 4

2. If this application Is being submitted as the result of.a renewal or modification to an existing permit, list the
existing permit nuinber and Its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major Sedimentation/Erosion Control �404/401 Permit _NPDES Stormwater
-Inforrhation on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III:: PROJECT INFORMATION
I. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pa es) describing stormwater management for the project.
Wet Ponds will be used to capture the runoff from the l-inch storm •in order to settle.
out suspended solids.
eas..
2.. Storrnwater runoff from this project drains to. the North t'Creek . River basin.
3.r -Total Project Area: 202 acres ; 4. Project Built Upon Area:. 35 %
5. How many drainage areas does the-prcject,have? 6+
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. .
Tarawa Boulevard Pond Boy Scout Cann 'Road Pond -
i$asirt?Inf441 r1 . a•
•h>.•-ar.�•_.s�..�•�,��
ryD?ainag iAre l
..,.. ..t....eLk.�,r•c,,t.,..�-....t
RIM M M i g +Area:
r<e -rz. _4 3
Receiving Stream Name
-• NQFJHEAST CREEK
NORTHEAST CREEK..
Receiving Stream Class
S
SC HQW NSW
Drainage Area
- ✓
,SF
Existing Impervious Area
Proposed Impervious*Area
1,473.105 SF
687,063 SF
% Impervious Area (total)
42
42
'a.• �Y h, r � 'r:!' t:� �t-
Ii�tpei Muse urface,A
�. „�.. a2`.
n �+ a -x-.r •
' ;t� ©;linage :Areal: {{(p��,''3)
t.: �'%Y.r1'�` ...f- sr .,,:.j,c.>. S a..5n. Jl;<•:1:•'Ar�
= Na s -rri �n*�, z�.�
1 *"ir aittagerAre 2 ,c
.�� S.'� ��MGa74Y." •.:• � zd.7 �A.
On -site Buildings
439,900 SF
On -site Streets
297,390 SF
On -site Parking (Driygw
1 0 -660 SF
101- 420' SF
•Ori-site Sidewalks
68 1'68,SF
44,600 'SF
Other on -site
13,956 SF
43,611 SF
Off -site
503,031 SF
O.SF
Total: 1,473,105 •
Total: 7,U63 SF
Impervious area is defined as the built upon area Including. but not limited to, bull ding ,.roads, parking areas,
sidewalks, gravel areas, etc. '
norm SWU-101 Version 3.99 Page yof4

�� t Basiri'Intormatfon u �f � k
f Draina` e<R�ee'.3.
1rAina a Afea;4S:
�: {M
Tula i Place
Hungnam Place
Recelving Stream Name
NORTHEAST CREEK
NORTHEAST CREEK
Receiving Stream Class
SC HQW NSW
SC HOW NSW
ina a Area
1.0 AC
1.5 AC
stin Im ervious Area
-
osed Im ervious' Area
r
0.56 AC
1.06 AC
m rvious* Area total
56
70
`fr - € k,u
Im ervlous:�.Surfac®Area�
;�^arsr y;+.' 1 y riw
,.yr - r€n.•
},Hy„ ��1 ?U, ri^'� �t
a I
On -site Buildings
12,800
SO -FT
22,400
SO -FT
On -site Streets
5,200
SO -FT
11,700
SO -FT
On -site Parkin incl, driveways)
5,200
SO -FT
8,900
SQ-F-T
On -site Sidewalks
1,300
SQ-FT
3,000
SO -FT
Other on -site
I SO -FT
I -
SO -FT
Ofl-sile
I SQ-FT
-
SO -FT
Total:
24,500
1 SO-FTJ
46,000
SQ-FT
�;""��'1�sBasiii�lnforrriatlon �:
.rprauna a7A`rea� to`�FuturePoritl s �
��;��.i;��
D�airia s,kAr'ea€` Future
��a�".��F 3
Phases 2, 2a, 4
Phase 5
Receivin Stream'Name
NORTHEAST CREEK
NORTHEAST CREEK
Receiving Stream Class
SC HOW NSW
SC HOW NSW
Drainage Area
14.1 AG
362 AC
Existing Im envious* Area
-
Pro osed Impervious' Area
2.8 AC
13.4 AC
Impervious* Area total
14
37
y
�ir�i .4�i : ��'
is'•'.�,i s >�
�i�"'h�. �:�r.,, �` w�`;A�r,
�t�.
On -site Buildin s
74,000
SO -FT
230,400
SO -FT
On -site Streets
49,890
SQ-FT
223,854
SQ-FT
On -site Parkin Incl. driveways)
27,782
SQ-FT
76,480
SQ-FT
On -site Sidewalks
9,524
SO -FT
36,568
SQ-FT
Other on -site
12,700
SQmFTJ
1.7,872
SO -FT
Off -site
SQ-FT
-
SQ-FT
Total:
173,894
SO -FT
585174
SO -FT
�""`Baslri:lriforniation�'��t',�,��
�«'���,DiaEna._eArea� Future "=``'�
Phase 6
Receiving Stream Name
NORTHEAST CREEK.
Recelving Stream Class
SC HOW NSW
Draina b Area
46.4-AC
Existinq Impervious* Area
-
Proposed Impervious* Area
16 AC
% Impervious' Area total
34
ervlous''Surface'Areai°; w.,�a�r::'�
3.a!i� 4f i1:
rr� �.,..�
On -site Buildings
290,300
On -site Streets
229,220
On -site Parkin incl. driveways)
114,800
On -site Sidewalks
48,368
Other on -site
13,456
Off -'site
Total:j
696,144
1..11or z 4 CD-(' �-

How was the off -site impervious area listed above derived?
From previous_nermit applications ,
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-upnn area for each lot must be provided as an attachment.
L 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 ordeleted without the consent orihe State.
2. No more than r square feet ofany lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface ofswinuning 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 modillcatlon prior to
construction,
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under theta, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V, SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-I08
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• 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
• 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):TO n Davis, Littlejolut Engineering Associates
Mailing Address:_ 1935 Twenty -First Avenue South
City. Nashville State: I N Zip: 37212
Phone: ( 615 ) 385-4144 _ _ Fax: ( 615 ) 385-4U2U
VIII. APPLICANT'S CERTIFICATION �� t
1. (print or type name of rson listed in Cener, 1nf r abort, itcal 2) L k � a�� �l �iE i7IkL
certify that the in forn t on included on th pe mi application form is, to the best of my knowledge, correct and
that the project will b o ucted in conf rm ncelwith the approved plans, that the required deed restrictions
and protective covet it be recorded an chat the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Signature: DateJ fiw
Form S WU-101 Version 3.99 Page/of 4

'Yw00 vT-I e)�S
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form i �'
• 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
• 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): Tom Davis, littlejohn Engineering Associates
Mailing Address: 1935 Twenty -First Avenue South
City: Nashville State: TN Zip: 37212
Phone: 615 ) 385-4144 Fax; 615 385-4020
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2)
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 2H .1000.
See previous submittal for original signature
Signature:
Form S WU-101 Version 3.99
4¢
Page Irof 4

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