SW8051018_HISTORICAL FILE_20081017

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 q 51 01 5
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
7oUE5 la I-7
YYYYMMDD

P. 01
TRANSACTION REPORT
OCT-20-2008 MON
10:20 AM
FOR: NCDENR
910 350 2004
>K
�
SEND
DATE START RECEIVER
TX TIME PAGES TYPE
NOTE
M# DP
OCT-20 10:18 AM 916153854020
1'45" 10 FAX TX
OK
404
TOTAL
1M 45S PAGES: 10
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: No. Pages (excl. cover): of
_ Express permitting
To: S. From: Sandra Exum
Co: �� 7 S�rU Phone: [phone]_
Fax: ('Dls - ~ r-a,C:JaaJ. Fax: [phone]
Hard copy to follow
127 Cardinal Drive Exlension, Wilmington, NC 28405 ■ [phone] ■ An Equal Opportunity Affirm tive Action 1GmployCr

i
Central Files: APS SWP
10/17/08
Permit Number SW8051018
Permit Tracking Slip
Program Category
Status Project Type
State SW
Active Major modification
Permit Type
Version Permit Classification
State Stormwater
1.10 Individual
Primary Reviewer
christine.nelson
Permitted Flow
Facility Name
Tarawa Terrace Two Housing Replacement
Location Address
Tarawa Ter II
Camp Lejeune NC 28547
Owner
Permit Contact Affiliation
MajorlMinor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Name Owner Type
Commanding Officer US Marine Corps - Camp Lejeune Government - Federal
Owner Affiliation
Carl Baker, Dir
Psc Box 20004
Camp Lejeune NC 285420004
Scheduled
brig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
12/13/05 09/24/08 10/17/08 10/17/08 12/13/15
Regulated Activities Reciuested/Received Events
State Stormwater - HD - Detention Pond Deed restriction requested
Deed restriction received
Additional information requested 10/06/08
Additional information received 10/08/08
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

State Stormwater Management Systems
Permit No. SW8 051018 MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Thomas E. Tether, Senior Vice President of the Managing Member and Atlantic Marine
Corps Communities, LLC
Tawara Terrace 11
Tarawa Blvd, Camp Lejeune, Onlsow County
FOR THE
construction, operation and maintenance of five wet detention ponds in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2006-246, as applicable
(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 1.7 of this permit. The stormwater control systems
have been designed to handle the runoff from a total of 3,565,824 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.7
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 3 of 9

State Stormwater Management Systems
Permit No. SW8 051018 MOD
6. The built -upon areas associated with Phases 5 and 6 of this project shall be
located at least 30 feet landward of all perennial and intermittent surface waters.
7. The following design criteria have been provided in the wet detention ponds and
must be maintained at design condition:
Design Criteria
Tarawa
Boy Scout
Phase 5
Phase 5
Phase 6
Blvd.
Camp Rd.
North
South
Pond
Pond
Pond
Pond
Pond
a. Drainage Area, acres:
80.85
37.6
28.4
14.93
39.4
Onsite, ft2:
3,018,795
1,637,709
1,237,104
650,351
1,716,264
Offsite, ft2:
503,031
None
None
None
None
b. Total Impervious Surfaces, ft :
1,473,105
687,063
514,008
246,560
645,088
Onsite Buildings, ft2:
439,900
304,350
273,240
34,774
373,660
Onsite Streets, ft2:
297,390
193,082
188,014
35,263
203,244
Onsite Parking/Driveways, ft2:
150,660
101,420
2,280
None
10,500
Onsite Sidewalks, ft2:
68,168
44,600
50,474
3,103
57,684
Other Onsite, ft2:
13,956
43,611
None
173,420
None
Offsite, ft2:
503,031
None
None
None
None
c. Pond Depth, t
5.4
5.0
5.25
5.25
5,62
(average design depth, ft
3.7
3.4
4.0
d. TSS removal efficiency:
90
90
90
90
90
e. Design Storm, inches:
1.0
1.0
1.5
1.5
1.5
f. Permanent Pool Elevation, FMSL:
11.4
9.5
13.0
18.0
15.0
g. Permanent Pool Surface Area, ft:
130,181
51,831
48,251
34,491
66,137
h. Permitted Storage Volume, ft :
159,439
58,690
66,245
39,582
86,206
i. Temporary Storage Elevation, FMSL:
12.6
10.54
14.24
19.0
16.14
j. Predevelopment 1-yr 24-hr
n/a
n/a
20.56
27.22
28,37
discharge rate, W/s:
k. Controlling Orifice, "0:
6.0
4.0
3.5
2.5
4
1, Post development treatment volume
n/a
n/a
0.26
0.12
0.32
discharge rate, fOls:
m. Permanent Pool Volume, ft :
555,343
158,557
179,024
118,266
265,091
n. Permitted Forebay Volume, ft :
121,175
38,442
38,364
22,573
53,821
o. Max. Fountain Horsepower, HP:
2
1/2
3/4
1/3
1
Receiving Stream/River Basin:
Northeast Creek / White Oak
Stream Index Number:
19-16- 3.5
r. Classification of Water Body:
SC HQW NSW
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.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 051018 MOD
3. The permittee shall at all time 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 re -vegetation of slopes and the vegetated filter strip.
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, level
spreader, filter strip, catch basins and piping.
f. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
5. A copy of the lease agreement that outlines Atlantic Marine Corps Communities,
LLC operation and maintenance responsibilities for this stormwater system, must
be kept with the permit and maintenance activities records.
6. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The 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 the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in the
Tarawa Blvd pond, Boy Scout Camp Rd pond, Phase 5 North pond,
Phase 5 South pond, and Phase 6 pond is 2 HP,'/2 HP, 3/4 HP,'/3 HP, and
1 HP, respectively.
7. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
10. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 051018 MOD
11. 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.
12. 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.
13. If the current lease agreement between USMC Camp Lejeune, the property
owner, and Atlantic Marine Corps Communities, LLC, the lessee, is cancelled or
defaults, USMC Camp Lejeune shall notify DWQ immediately and shall submit a
completed Name/Ownership Change Form within 30 days.
14. 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 shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
16. 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.
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 completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. 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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 051018 MOD
4. 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.
5. 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.
6. 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.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit issued this the 171" day of October 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 051018 MOD
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 8of9

State Stormwater Management Systems
Permit No. SW8 051018 MOD
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
Onslow County Building Inspections
Page 9of9

' O�O W A T �RpG
s
c
� Y
October 17, 2008
Michael F, Fasley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Env iron merit and Natural Resources
Thomas E. Tether, Senior Vice President of the Managing Member for
Atlantic Marine Corps Communities, LLC
1801 West End Ave., Suite 1700
Nashville, TN 37215
.MI
Commanding Officer c/o Carl Baker, Deputy Public Works Officer
USMCB Camp Lejeune
1005 Michael Road
Camp Lejeune, NC 28547-2521
Coleen H. Sullins Director
Division of WatCr Quality
Subject: State Stormwater Management Permit No. SW8 051018 Modification
Tarawa Terrace II
High Density Wet Pond Project
Onslow County
Dear Mr. Tether and Mr. Baker:
The Wilmington Regional Office received a complete State Stormwater Management Permit
Application for the modification of Tarwara Terrace II on October 8, 2008. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Session Law 2006-246 and Title 15A NCAC 2H.1000, as
applicable. We are forwarding Permit No. SW8 051018, dated October 17, 2008, for the
construction and operation of the subject project. This modification adds Phases 5 and 6 to
Tarawa Terrace II.
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. The designated permit holder,
Atlantic Marine Corps Communities, LLC, shall be responsible for meeting the conditions and
limitations specified therein. As required for compliance, a copy of the lease agreement that
outlines Atlantic Marine Corps Communities, LLC operation and maintenance responsibilities
for this stormwater system, must be kept with the permit and maintenance activity records.
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.
Please be aware that if the lease agreement between USMC Camp Lejeune, the property
owner, and Atlantic Marine Corps Communities, LLC, the lessee, is cancelled or defaults,
USMC Camp Lejeune will be operating a stormwater treatment facility without a valid permit.
This is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $10,000 per day, being taken against
the property owner, USMC Camp Lejeune. Therefore, if the current lease agreement between
USMC Camp LeJ'eune, the property owner, and Atlantic Marine Corps Communities, LLC, the
lessee, is cancelled or defaults, USMC Camp Lejeune shall notify DWQ immediately and shall
submit a completed Name/Ownership Change Form within 30 days.
Noeutticarofina
Nalurallil
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet www.ncwaterquality.ore Fax [phone]
An Equal Opportun4y)Affirmative Action Employer— 50% Recycledil O% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 051018 MOD
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 Christine Nelson, or me at [phone].
Sincerely,
,r�dward Beck
rr Regional Supervisor
Surface Water Protection Section
ENBlcan: S:IWQSISTORMWATERIPERMIT1051018MOD.oct08
CC" Thomas J. Davis, P.E., Littlejohn Engineering Associates
Dale Connor, Executive Manager Atlantic Marine Corps Communities LLC
Onslow County Inspections
Christine Nelson
CWilmington,Regional Office
Central -Files
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 051018 MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Thomas E. Tether, Senior Vice President of the Managing Member and Atlantic Marine
Corps Communities, LLC
Tawara Terrace 11
Tarawa Blvd, Camp Lejeune, Onlsow County
FOR THE
construction, operation and maintenance of five wet detention ponds in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2006-246, as applicable
(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 1.7 of this permit. The stormwater control systems
have been designed to handle the runoff from a total of 3,565,824 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.7
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 3 of 9

State Stormwater Management Systems
Permit No. SW8 051018 MOD
6. The built -upon areas associated with Phases 5 and 6 of this project shall be
located at least 30 feet landward of all perennial and intermittent surface waters.
7. The following design criteria have been provided in the wet detention ponds and
must be maintained at design condition:
Design Criteria
Tarawa
Boy Scout
Phase 5
Phase 5
Phase 6
Blvd.
Camp Rd.
North
South
Pond
Pond
Pond
Pond
Pond
a. Drainage Area, acres:
80.85
37.6
28.4
14.93
39.4
Onsite, ft2:
3,018,795
1,637,709
1,237,104
650,351
1,716,264
Offsite, ft2:
503,031
None
None
None
None
b. Total Impervious Surfaces, ft :
1,473,105
687,063
514,008
246,560
645,088
Onsite Buildings, ft2:
439,900
304,350
273,240
34,774
373,660
Onsite Streets, ftz:
297,390
193,082
188,014
35,263
203,244
Onsite Parking/Driveways, ft2:
150,660
101,420
2,280
None
10,500
Onsite Sidewalks, ft2:
68,168
44,600
50,474
3,103
57,684
Other Onsite, ftz:
13,956
43,611
None
173,420
None
Offsite, ft2:
503,031
None
None
None
None
c. Pond Depth, ft:
5.4
5.0
5.25
5.25
5.62
(average design depth, ft
3.7
3.4
4.0
d. TSS removal efficiency:
90
90
90
90
90
e. Design Storm, inches:
1.0
1.0
1.5
1.5
1.5
f, Permanent Pool Elevation, FMSL:
11.4
9.5
13.0
18.0
15.0
g. Permanent Pool Surface Area, ft:
130,181
51,831
48,251
34,491
66,137
h. Permitted Storage Volume, ft :
159,439
58,690
66,245
39,582
86,206
i. Temporary Storage Elevation, FMSL:
12.6
10,54
14.24
19.0
16.14
j. Predevelopment 1-yr 24-hr
n/a
n/a
20.56
27.22
28.37
discharge rate, W/s:
k. Controlling Orifice, "0:
6.0
4.0
3.5
2.5
4
I. Post development treatment volume
n/a
n/a
0.26
0.12
0.32
discharge rate, W!s:
m. Permanent Pool Volume, ft :
555,343
158,557
179.024
118,266
265,091
n. Permitted Forebay Volume, ft:
121,175
38,442
38,364
22,573
53,821
o. Max. Fountain Horsepower, HP:
2
1/2
3/4
1/3
1
p. Receiving Stream/River Basin:
Northeast Creek / White Oak
q. Stream Index Number:
19-16- 3.5
r. Classification of Water Bod :
SC HOW NSW
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.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 051018 MOD
3. The permittee small at all time 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 re -vegetation of slopes and the vegetated filter strip.
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, level
spreader, filter strip, catch basins and piping.
f. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
5. A copy of the lease agreement that outlines Atlantic Marine Corps Communities,
LLC operation and maintenance responsibilities for this stormwater system, must
be kept with the permit and maintenance activities records.
6. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The 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 the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in the
Tarawa Blvd pond, Boy Scout Camp Rd pond, Phase 5 North pond,
Phase 5 South pond, and Phase 6 pond is 2 HP,'/2 HP, % HP,'/3 HP, and
1 HP, respectively.
7. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
10. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 051018 MOD
11. 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.
12. 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.
13. If the current lease agreement between USMC Camp Lejeune, the property
owner, and Atlantic Marine Corps Communities, LLC, the lessee, is cancelled or
defaults, USMC Camp Lejeune shall notify DWQ immediately and shall submit a
completed Name/Ownership Change Form within 30 days.
r
14. 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 shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
16. 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.
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 completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. 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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 051018 MOD
4. 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.
5. 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.
6. 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.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit issued this the 171h day of October 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�M ;'
for uoieen H. 5unins, uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 7 of 9

State Stormwater Management Systems.
Permit No. SW8 051018 MOD
Tarawa Terrace li
Stormwater Permit No. SW8 051018
Onslow County
Designer's Certification
1, , 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 8 of 9

State Stormwater Management Systems
Permit No. SW8 051018 MOD
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
Onslow County Building Inspections
Page 9 of 9

L I T T L E j 0 H N E N G I N E E R I N G A S S O C I A T E S
ENGINEERI NG PLANNI IN LAN USCAPE ARC HITECTURE t,AN d SURVEYING
E N V I R O N M E N T A L S E R V I C E S
October 7, 2008
Ms. Christine Nelson C T 4 8 2008
North Carolina Department of Environment and Natural Resources
Express Permitting
127 Cardinal Drive Ext.
Wihnington, North Carolina 28405-3845
RE: Tarawa Terrace II Phase 5 & 6
Onslow County, Camp Lejenne, NC
Permit No. 5W8 051018
LEA Project No. 24235
Dear Ms. Nelson:
On behalf of Atlantic Marine Corps Communities, LLC, please find enclosed the revised
calculations, supplements, and drawings based on your comments dated October 6, 2008. In
addition a resubmittal fee of $500.00 is enclosed. Below, is a summary of each revision in the
order of your comments:
I. The calculations have been signed and scaled by Thomas .I. Davis, P.E. and dated
10/ 10/2008.
2. The calculations for drawdown time for each pond's outlet orifice have been recalculated
to reflect the fact that the head decreases as the drawdown occurs.
3. The drainage areas for Tarawa Terrace 5 South Pond and the Phase 6 pond have been
revised to be consistent throughout the calculations, supplements and drainagc map.
4. The surface area for the Phase 6 temporary pool has been recalculated to the actual
surface elevation of 16.14.
5. The drainage area now includes building 237 that was constructed during Phase 2
construction. Calculations for the Phase 5 South Pond now reflect the increase in
drainage areas.
6. For Tarawa Terrace Phase 6, planshect C-5.05 has been revised to show the correct
SHWT elevation and the increased change in size for the water quality orifice. For Phase
5, plansheet C-5.02 also has been revised to show the increased change in size for the
water duality orifices for both the North and South Ponds.
7. A $500.00 check is enclosed made payable to the NCDENR.
I believe that this revised submittal addresses all of your comments and concerns. Please let me
know if you have any questions or need any additional information. Thank you for your help on
the project to -date.
Sincerely,
Littlejohn Engineering Associates
�F4i-
Brady N. Russell
1 9 3 5 TWENTY-FIRST AVENUE SOUTH • N A S H V I L L E, TENNESSEE 3 7 2 1 2
PHONE 6 1 5- 3 8 5 - 4 1 44 • 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

RECEIVED
L I T T L E J O H IN E
N G I N E E R I
iN G A S S O C
I A TOPS O S 2098
E N G I N V E k I N G PLANNING
LANDSCAPE ARCH
ITF CT IJ R E I.AN I} S.L
VS[ryING
J,
1 935 TW ENT1' - PI RST AVENUE SOUTH • NASHVI
LL E, TFN N ESS
P h] O N C. 6 I 5- 'i 1i i- i I 44
• FAX 61 5- 3 R 5-
1 0 2 0 • W W VJ , L F A
I N C. C O \,
1'AL
TRANSMITTAL
To: Christine Nelson
Date:
10/7/2008
NCDENI2
,lob No.:
24235
127 Cardinal Dr. Est.
Project:
Tarawa Terrace 5 & 6
Wilmington, NC 28405
PH: 910.796.7323
Retarding: "Tarawa Terrace 5 & 6 Stormis-ater Permit
We are sending:
Attached
Under Separate Cover
�.x Copy of Lester
Via:
Pick Up
EJ Report
Q� Ori(,inals/Rcproduciblcs
❑ Change Order
0 Courier
Computer Disk
Speciiscations
E Other
Express/Ovcmight Mail
Date
Description
Copies
t0/7/20(18
Resubmitta! Letter
1
10/7/20118
Storti cater Calculations and Supplement Forms
2
10I7/2008
Ti-5 & '1-"I.6 Pond Drainage Area Exhibit
1
10/7/2008
Revised'ITS Plan Sheet C-5.02
2
10/7/2008
Revised TT6 Plan Sheet C-5.05
2
10/7/2008
Stornnvater Resubmitta) I,ee ($500.00)
1
We arc Sending:
FXI For Approval 0 For Your Use
❑ For Review & Comment ❑ As Reclucsted
Remarks:
For Your Record
For Bids Due
Copies to: Signed: Brady Russell

NC DENR
u.juInb
30758 OCT 7 2008
24235 - STORMWATER P OCT 7 2008
LITTLEJOHN ENGINEERING ASSOCIATES
500.00
500.00
Total .................... $ 500.00
LITTLEJOHN, ENGINEERING'ASSOCIATES
AMSOUTH BANK NO'.
0 3.0 7 5 8
1935 TWENTY-RRST.AVENUE SOUTH .;
NASHVIL�E, TN sao ,
NASHVILLE, TENNESSEE 37212
[phone]
CHECK NO.` DATE
AMOUNT
30758 OCT'7 2008 '
500.00
PAY
Five Hundred and 001100
LITTLEJOHN ENGIN£ERING
ASSOCIATES
TO:
NC DENR
THE 127: Cardinal Drive Extension,
ORDER
,
OF
Wilmington, NC 28405 -UOID..AFTER
60.. DAYS

- STORMWATER P OCT 7 2008 500.00
030758
30758 OCT 7 2008
500.00
LITTLEJOHN ENGINEERING ASSOCIATES
Total .................... $ 500.00

�0F W A TFgQ
�O
(7 Y
October 6, 2008
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Gnviromnent and Natural Resources
Thomas E. Tether, Vice President
Lend Lease Retail & Communities, Inc, the Managing Member of
Atlantic Marine Corps Communities, LLC
1801 West End Ave. Suite 1700
Nashville, TN 37215
Subject: Request for Additional Information
Stormwater Project No. SW8 051018
Tarawa Terrace II
Onslow County
Dear Mr. Tether:
Coleen I I. Sullins Director
Division of Water Quality
The Wilmington Regional Office received a State Stormwater Management Permit Application
for Tarawa Terrace - Phases 1 - 6 on September 24, 2008. A preliminary review of that
information has determined that the following information is needed to continue the stormwater
review:
1. Provide calculations that have been sealed, signed and dated. The calculations
provided with the application submittal were not signed or sealed.
2. The average head used to calculate the discharge rate and drawdown time from the
pond should be calculated based on Section 3.5.2 of the 2007 BMP manual where the
average head (H13) is used. With the current orifice sizes, it appears that the required
storage volumes will drawdown in more than 5 days. Please resize the orifice so that
the drawdown rate for the required minimum storage volume is between 2 and 5 days.
3. The drainage areas for the South pond in Phase 5 and the Phase 6 pond are
inconsistent between the table provided in the application, the supplement, and the
calculations. Also, the impervious areas presented in these documents for the Phase 6
pond are also inconsistent. Please verify the drainage areas and impervious areas are
presented consistently and the ponds are sized appropriately.
4. The temporary pool surface area identified on the supplement for the Phase 6 pond
appears to be the surface area at an elevation of 16 instead of 16.13, which is the
temporary pool elevation identified on page 1 of the supplement. Please verify.
5. Provide an updated and accurate drainage area map. The one supplied with the
submittal does not indicate that building 237 is included in the drainage area for the
South pond in Phase 5.
6. The proposed pond profile and outlet structure detail for Phase 6 on plan sheet C-5.05
appears to have a few typos. Please verify the SHWT elevation and the temporary pool
elevation.
7. Please submit a $500 fee for the additional review required for this application.
NO e Carolina
Naturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ne1vaterguatity.org Fax [phone]
An Equal OppoRunitylAfBrmative Action Ernplayer — 50% Recycledl30% Post Consumer Paper

M
Thomas E. Tether
October 6, 2008
Stormwater Application No. SW8 051018
Please keep in mind that changing one number may change other numbers and require
the calculations, supplements, and other supporting documentation to be updated.
Verify all numbers are correct to ensure consistency in the application documents.
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received in this Office prior to October
14, 2008, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
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. If you have
any questions concerning this matter please feel free to call me at [phone] or
email me at [e-mail].
Sincerely,
C"- —7��'p
Christine Nelson
Environmental Engineer
ENBlcan: S:IWQSISTORMWATERIADDINF0120081051018MOD.oct08
cc: Tom Davis, Littlejohn Engineering
Christine Nelson
c--Wilmington :Regional Office:
Page 2 of 2

1Fwd: request for additional info: SW Project No. 051018 "Tarawa Ter...
Subject: [1{wd: request for additional info: SW Project No. 051018 Tarawa Terrace]
From: Christine Nelson <[e-mail]>
Date: Mon, 06 Oct 2008 15:18:12 -0400
To: Tom Davis <[e-mail]>
Tom,
I apologize, I mistyped your e-mail address.
Christine
------- Original Message--------
Subject:request for additional info: SW Project No. 051018 Tarawa Terrace
Datc:Mon, 06 Oct 2008 15:17:03 -0400
From:Christine Nelson <Christine.Nelsonpncmail.net>
To: dale. [e-mail], [e-mail], Brady Russell <brussell
CC:Janet Russell <Janet.Russel l(@,,ncmail.net>
Gentlemen,
I have attached a pdf version of my
for Stormwater Project Sw8 051018 -
copies via mail.
Thank you,
Christine
Express Stormwater Permitting
NC-DENR
request for additional information
Tarawa Terrace II. I will also send
051U18.oct48.pdf Content -Type: application/pdf i
'
Content -Encoding: base64
leainc.com>
of 1
10/6/2008 3:20 PM

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 IN EERINC, PLAN N ING LAN DSCAPE ARC I1I'1 ECTU R 1-1 LAND SURVEYING
ENVI RONM EN'rAL SERVICES
September 23, 2008
Ms. Christine Nelson
Express Permitting;
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Camp Lejeune Family blousing
Tarawa Terrace, Phases 5 & 6
Littlejohn Engineering Associates Project No. 24235
Dear Ms. Nelson:
Enclosed are the proper documents for the modified stonnwater pennit application for the
referenced project at Marine Corps Base Camp Lejeune. The drawings and forms have
been revised to address comments received at your office during; a Pre -application
meeting on September 18, 2008.
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
Brady N. Russell P
C-
�1308
1 9 3 5 TWENTY-FIRST AVENUE SOUTH • N A S H V I L L E, TENNESSEE 3 7 2 1 2
PHONE [phone] 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

NC DENR
24235 - STORMWATER E SEP 2 2008 4,000,00
30555
UJU555
SEP 2 2008
QiIfIliiI7
LITTLEJOHN ENGINEERING ASSOCIATES
Total .................... $ 4,000.00
-' AMSOU7HBANK No.
� LITTLEJOHN ENGINEERING ASSOCIATES r 03 0,5 5'S '
'NASHVIL4E; TN 640'
1935 TWENTY-FIRST AVENUE SOUTH •i-
NASHVILLE, TENNESSEE 37212
(fi15)365-4144
r; f CHECK NO. - DATE AMOUNT
ti
30555 SEP 2 20084;000 00:
A
--PAY
Four Thousand and 60?100
i
LITTLEJOHN ENGINEERING,ASSOCIA CES'
TO: NC�DENR� ; c y-
TtiE g43 Washington Square Mal! s ,F
ORDER.'
OF Washinton, Ivc 27889j:' R VOID 'AFTE R f 0` DAYS .
11■0

RECFWED,
SEP 2 4 2008
IM,
30555 0S�Ipq 5 5 5
4,000.00
Total .................... $ 4,000.00
LITTLEJOHN ENGINEERING ASSOCIATES

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
ENGINEERING PLAN IN IN LA NFJSCA PF A R C I I I T F. C T U rz F. LAN1) SURVEYING
1 9 3 5 T \V E N TV - F I R S T AVE N 11 E SO IJ T If • N A S I I V 1 L L E. T E N N E S S E E 3 7 2 1 2
PHON C• 61 5-385-4 1 44 • FAX [phone] • k11 W \V.I.EA1 N C,CO\1
TRANSMITTAL
To: Christine Nelson Date: 9/24/2008
NCDENR Job No.: 24235
127 Cardinal Dr. Ext. Project: "Tarawa Terrace 5 & 6
Wilmington, NC 28405
Pit: 910.796.7323
Regarding: Tarawa Terrace 5 & 6 Stormrr'ater Permit
We arc sending:
1 Attached
❑ Under Separate Cover
�N Copy of l.etter
Via:
Pick Up
Report
M Originals/Reproducibles
Change Order
0 Courier
❑ Computer Disk
❑ Specifications
Other
Express/Overnight Mail
Date
Description
Copies
9/24/2008
Stornm•ater Nlanagcment Application
2
9/24/2008
Stormwater O & Nl Agreements
3
9/17/2008
Site Plans'175 &'I-1'6 (2 copies for each phase)
4
8/6/2008
-175 & 'IT6 Pond Drainage Area Exhibit
1
9/17/2008
Overall'1'arawn Terrace Phasing Exhibit
1
7/6/2005
Soils Report
1
9/17/2008
Wet Detention Suppliments and Calculations for TT5 North &South Ponds, and TT6 Pond
3
12/12/2005
Slrcam Determination Letter
I
9/24/2008
Project Narratives TT5 & 176
2
8/3112005
Project Boundary Survey Exhihit
I
2005
'Tara«•a Terrace Original Storritivater Permits
3
4/18/2008
Ownership Forms
i
7/16/2008
Stormrvater Fee ($4000.00)
1
We are sending:
0 Far Approval Q For Your Use
ElFor Review & Comment As Requested
Remarks:
For Your Record
For Bids Due
Copies to: Signed: arad Russell
D
SEr

NC®ENR
North Carolina Department of Environment and Natura
Division of Land Resources
James D. Simons, PG, PE
Director and State Geologist
Land Quality Section
Resources
February 23, 2007
LETTER OF RECEIPT OF EROSION CONTROL PLAN
Mr. Dale Connor, Executive Manager
Actus Lend Lease
1801 West End Avenue, Suite 1200
Nashville, TN 37203
RE: Project Name: Tarawa Terrace It, Phase 3
Project ID: Onslo 2007-295
County: Onslow, Camp Lejeune, Tarawa Boulevard
River Basin: White Oak
Submitted By: Littlejohn Engineering Assoc.
Date Received by LQS: February 21, 2007
Plan Type: NEW
Dear Mr. Connor:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
This office has received a soil erosion and sediment control plan for the project listed above which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (G.S. 113A-57 (4)),
The Act requires that all persons disturbing an area of one or more acres of land must obtain approval
of a soil erosion control plan prior to the commencement of the land -disturbing activity (G.S. 113A-54(d) (4)).
The Act further states that this plan must be filed a minimum of 30 days prior to the activity and the approving
authority must approve or disapprove the submitted plan within 30 days of receipt. Failure of the approving
authority to approve or disapprove the submitted plan within the 30-day period will be deemed approval of the
plan.
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to
the approval of an erosion and sediment control plan is a violation of the Act.
We have performed a preliminary review of your submitted plan and have determined that additional
information will be necessary before a final review can be completed. Enclosed is a checklist of items that
must be submitted before we can complete the review process. Failure to provide the additional information
may result in disapproval of your plan.
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance
with Federal and State water quality laws, regulations and rules.
If you have questions please do not hesitate to contact this office. Your cooperation in this matter is
appreciated and we look forward to working with you on this project.
Sincerely,
ll
L3iane`tMZ�e
Land Quality Section
cc: Matt Carter, Littlejohn Engineering Associates
LQS-WiRO; SWS-WiRO
Wilmington Regional Office
127 Cardinal Drive Ext., Wilmington, Nofth Carolina 28405-3845 • Phone: [phone] FAX: [phone]

F '
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT Sr NATURAL RESOURCES
LAND QUALITY SECTION
EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
PROJECT NAME: Tarawa Terrace II, Phase 3_ DATE: 2121/2007
PROJECT NO.: Onslo 2007-295 COUNTY: Onslow
To expedite the approval process, a cursory review of your submitted Erosion and Sediment Control Pian application has been made and
has shown the need for additional information as specified below. To meet our review schedule, any additional information should be
received by this office no later than March 13, 2007. Failure to meet this schedule may result in disapproval of your plan. The
following items shall be incorporated with respect to specific site conditions, in an erosion and sediment control plan:
LOCATION INFORMATION
Project location (roads, streets, landmarks)
North arrow and scale
GENERAL SITE FEATURES (Plan elements)
Legend: North arrow, scale, etc.
Property lines .
Existing contours (topographic lines)
—xT Proposed contours or elevations
Limits of disturbed area (provide acreage total, delineate limits,
and label)
_x_ Planned and existing building locations and elevations
_x_ Planned & existing road locations & elevations
Lot and/or building numbers
__x_ Geologic features: rock outcrops, seeps, springs, wetland and
their limits, streams, iakes, ponds, dams, etc.
Easements and drainageways
Profiles of streets, utilities, ditchlines, etc.
_x_ Stockpiled topsoil or subsoil locations
_x_ If the same person conducts the land -disturbing activity & arry related borrow
or waste activity, the related borrow or waste activity shall constitute part of
the land -disturbing activity unless the borrow or waste activity is regulated
under the Mining Act of 1971. or is a landfill regulated by the Division of Waste
Management. II the land -disturbing activity and any related borrow or waste
activity are not conducted by the same person, they shall be considered
separate land -disturbing activities and must be permitted either thru the
Sedimentation Poi}ution Control Act as a one -use borrow site or through the
Mining Act
Required Army Corps 4C4 permit and Water Quality 401 certification (e.g.
stream disturbances over 150 linear feet)
EROSION CONTROL MEASURES (on plan)
Legend
Location of temporary measures
Location of permanent measures
_x_ Construction drawings and details for
temporary and permanent measures
Maintenance requirements of measures
Contact person responsible for maintenance
SITE DRAINAGE FEATURES
STORMWATER CALCULATIONS
Pre -construction runoff calculations for each outlet from the site
(at peak discharge points)
Design calculations for peak discharges of runoff (including the
construction phase & the final runoff coefficients of the site)
_x_ Design talcs of culverts and storm sewers
Discharge and velocity calculations for open channel and ditch
flows (easement & right-of-ways)
_x_ Design talcs of cross sections and method of stabilization cf
existing and planned channels (include temporary linings)
_x_ Design talcs and construction details of energy dissipators
below culvert and storm sewer outlets (diameters & apron
dimensions)
_x_ Design talcs and dimension of sediment basins
Surface area and settling efficiency information for proposed
sediment traps and/or basins
VEGETATIVE STABILIZATION
Area & acreage to be vegetatively stabilized
Method of soil preparation
_x_ Seed type & rates (temporary & permanent)
_x_ Fertilizer type and rates
_x_ Mulch type and rates
NOTE: Plan should include provisions for groundcover on
exposed slopes within 21 calendar days following
completion of any phase of grading: permanent
groundcover for all disturbed areas within 21 calendar
days following completion of construction or development.
FINANCIAL RESPONSIBILITYIOWNERSHIP FORM
Completed, signed & notarized FR/O Form
Accurate application fee ($50.00 per acre rounded up the
next acre with no ceiling amount)
Certificate of assumed name, if the owner is a partnership
Name of Registered Agent (if applicable)
Copy of the most current Deed for the site
NOTE: For the Express Permitting Option, inquire at the local
RegionalOff ice for availability.
NARRATIVE AND CONSTRUCTION SEQUENCE
Existing and planned drainage patterns (include off -site areas Narrative describing the nature and purpose of the
that drain through project)
Method of determination of and calculations for Acreage of land construction activity
being disturbed �x, Construction sequence related to erosion and sediment
x Size and location of culverts and sewers control(including installation of critical measures prior to
Soil land location
on: type, special characteristics the initiation of the land -disturbing activity & removal of
Soil information below culvert storm outlets measures after areas they serve are permanently stabilized)
_x` Name and classification of receiving water course Bid specifications related only to erasion control
Comments:

IF 1
Continuation of Erosion and Sedimentation Control Plan Preliminary Review Checklist:
Tarawa Terrace II, Phase 3 Onslow 2007-295
1. The minimum standards for erosion control devices changed as of January 1, 2007. Please review
the handout included with this letter and request the changes to the erosion control details. Copies
can be requested from the central office in Raleigh at 919 733-4574 (Gray Hauser or Mell Nevils).
Also, please read the pink sheet that commences with "Plan review can be more quickly
expedited...".
2. While the telephone and fax numbers for Actus tend Lease are on the plans, please also provide
this information on the Financial Responsibility Form in the blanks provided.
3. Plans should be submitted folded as close to 8'/2 x 11" as possible due to the way our files are set
up. We need 3 copies of the erosion control plan sheet but only 1 copy of any incidental plan you
feel supports the erosion control plans.
4. Silt fence should be used on small disturbed areas that are less than '/ acre per 100 feet of fence
(per the North Carolina design manual). It appears that adequate sediment storage is not being
provided. Also, no gaps should exist in coverage along the clearing limits or disturbed limits.
5. The proposed stormdrain system must be shown on the erosion control plan. A sediment trap or
equal device must be located at the proposed outlets of the stormdrain system unless it dumps into
the stormwater pond. Include phasing of construction on the construction sequence.
6. Existing topo elevations are on the erosion control plan, but are hard to read. Proposed grades are
not shown on the plan but are required.
7. Please review the seeding specifications for the coastal plain area, well -drained sandy loams to dry
sands from the design manual. Also note, mulch is required on all seeded areas — not just
slopes. All slopes must be provided groundcover sufficient to restrain erosion within 21 days
following any phase of grading.
8. Provide calculations for the proposed sediment basin along with the exterior dimensions. Also,
denote where the basin will discharge. Please describe the phases of demolition and/or
construction during which this proposed basin be constructed and utilized. Include on construction
sequence.
9. Please discuss the stormdrain system, existing and proposed, in the project narrative and on the
construction sequence. The current project narrative says that storm water runoff from the site
drains into stormwater ponds. Is the Boy Scout Road pond existing? Please specify where the
storm water is being discharged at the end of Tulagi Place. If this area is a wetland, it must be
denoted as wetlands on the plans.
10. The construction sequence on the erosion control plan should contain the following note as number
1: Notify the Division of Land Resources prior to commencing work on this project, 910 796-7230.
11. Any proposed dewatering activities must be addressed on the erosion control plan.
Wilmington Regional Office•
127 Cardinal Drive Extension, Wilmington, NC 28405 Phone: [phone] Fax: [phone]