SW8060323_HISTORICAL FILE_20101018

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 ZDG03 2,�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zo) O I b) 16 _
YYYYMMDD

j;A;A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Governor
October 18, 2010
Coleen H. Sullins
Director
Mr. Thomas Tether, Senior Vice President
Lend Lease Americas, Inc, Member
Atlantic Marine Corps Communities, LLC
1801 West End Ave, Suite 1700
Nashville, TN 37203
AND
Commanding Officer c/o Carl Baker, Deputy Public Works Officer
MCB Camp Lejeune
Bldg 1005 Michael Road
Camp Lejeune, NC 28547
Subject: State Stormwater Management Permit No. SW8 060323 MOD
Watkins Village
High Density Wet Detention Pond Project
Onslow County
Dear Mr. Tether and Mr. Baker:
Dee Freeman
Secretary
The Wilmington Regional Office received a complete modified Stormwater Management Permit
Application for Watkins Village on October 15, 2010. 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 211-1-1000 and Session Law 2008-211, as applicable.
We are forwarding Permit No. SW8 060323 stated October 18, 2010, for the construction of the
subject project. Please replace the old approved plan sheet SW-2.01 and CG-4.04 with the new
ones. Please add the attached plans for Phase 3 of Watkins Village and the Watkins Village
Community Center to the previously approved plan sheet.
This permit shall be effective from the date of issuance until April 10, 2016, 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 the
responsibilities of Atlantic Marine Corps Communities, LLC 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 it is the responsibility of the permit holder, Atlantic Marine Corps
Communities, LLC, to notify DWQ of any changes in ownership and request an ownership/name
change for the stormwater permit. However, please be reminded that if the lease agreement or
contract between Atlantic Marine Corps Communities, LLC and the Department of the Navy is
dissolved, cancelled or defaults, and DWQ is not notified by Atlantic Marine Corps
Communities, LLC to transfer the permit, then the responsibility for permit compliance reverts
back to the property owner. As the property owner, the Department of the Navy and MCB
Camp Lejeune must notify DWQ immediately of the permit ownership change and submit a
completed Name/Ownership form to DWQ within 30 days. Otherwise the Department of the
Navy and MCB 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 $25,000 per day, being
taken against the property owner, MCB Camp Lejeune.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 2840$ One
Phone: [phone] FAX: [phone] Customer Service: 1.877-623-6748 NorthCaroli na
Internet: www.ncwaterquality.org 'J�'wma lff
An Equal Opportunity 1 Affrmialive Action Employer �/ L "

State Stormwater Management Systems
Permit No. SW8 060323
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 150E of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.Q. 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,
(� CQ-
SGeorgette
Stormwater Supervisor
Division of Water Quality
GDS/ can: S:IWQSISTORMWATERIPERMIT1060323mod oct10
cc: Tom Davis, Littlejohn Engineering Associates
Wilmington Regional Office
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 060323
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
Atlantic Marine Corps Communities, LLC
Watkins Village
Bicentenial Ave. and Hawaii St., Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of three (3) wet detention ponds in compliance
with the provisions of 15A NCAC 2H .1000 and Session Law 2008-211, as applicable
(hereafter collectively referred to as the "stormwater rules') 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 April 10, 2016, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 on page 3 of this permit. The stormwater
controls; designated as the North Pond, South Pond, and Pond 3; have been
designed to handle the runoff from 890,079, 412,495, and 593,163 square feet of
built -upon area, respectively.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. The built -upon area for the future
development within the drainage area of the South Pond is limited to 1,771
square feet. This permit does not provide any allocation of built -upon area for
future development within the drainage areas of the North Pond or Pond 3.
4. A 50' wide vegetative buffer must be provided adjacent surface waters within the
drainage area of Pond 3. The vegetated buffer must be measured horizontally
from the normal pool of impounded structures, the banks of each side of streams
and rivers and the mean high water line of tidal waters. Pond 3 may not be
located within the buffer and no built -upon area is allowed within the buffer.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 060323
5. 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.
6. The runoff from all built -upon area within the permitted drainage areas of this
project must be directed into the permitted stormwater control system. Due to
site constraints, the 6' wide trail adjacent to the South Pond and Pond 3 may
bypass the pond as long as adequate sheet flow treatment of the runoff is
provided by adjacent green space.
7. The following design criteria have been provided in the wet detention ponds and
must be maintained at design condition:
North Pond
South Pond
Pond 3
a. Drainage Area, acres:
Total, ft2:
Onsite, ft2:
offsite, ft2:
51.6
2,247,696
1,899,216
348,480
20.0
871,200
871,200
0
34.9
1,520,968
1,520,968
0
b. Total Built -Upon Area, ft2:
Onsite subject to 1995 rule, ft2:
Onsite subject to SL 2008-211, ft2:
Future subject to 1995 rule, ft2:
Offsite subject to 1995 rule ft2:
890,079
778,573
0
0
111,514
412,495
410,495
0
1,771
0
593,163
0
593,163
0
0
C. Design Storm
1995 rule, inches:
Session law 2008-211, inches:
1.0
1.5
1.0
1.5
1.0
1.5
d. Pond Design Depth, ft:
5.5
5.0
T5'5
(average)
e. TSS removal efficiency:
90%
90%
90%
f. Permanent Pool Elevation, FMSL:
13.00
15.00
16.25
g. Permanent Pool Surface Area, ft2:
56,276
30,379
43,731
h. Permanent Pool Volume, ft :
216,800
103,248
195,808
i. Permitted Forebay Volume, ft3:
55,300
27,191
43,005
j. Permitted Storage Volume, ft3:
76,796
34,786
87,961
k. Tem ora Storage Elevation, FMSL:
14.24
16.04
18.00
I. Pre-dev. 1 yr-24 hr. discharge rate,
cfs:
nla
nla
2.10
M. Controlling Orifice:
4.0" i e
3.0" i e
3.5" 0 pipe
n. Orifice Flowrate, cfs:
0.33
1 0.17
1 0.30
o. Fountain Horsepower, HP:
314
1 113
1 314
Receiving Stream 1 River Basin
Wallace Creek 1 White Oak
q. Stream Index Number:
19-20
r. Classification of Water Body:
SB, NSW
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 060323
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.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. 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 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 the North Pond, South Pond,
and Pond 3 is 3/4, 1/3, and 3/4 horsepower, respectively.
7. 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.
8. 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.
9. 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.
10. Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 060323
11. 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 development, subdivision, acquisition, lease or sale of any, 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.
12. It is the responsibility of the permit holder, Atlantic Marine Corps Communities,
LLC, to notify DWQ of any changes in ownership and request an
ownership/name change for the stormwater permit. However, please be
reminded that if the lease agreement or contract between Atlantic Marine Corps
Communities, LLC and the Department of the Navy is dissolved, cancelled or
defaults, and DWQ is not notified by Atlantic Marine Corps Communities, LLC to
transfer the permit, then the responsibility for permit compliance reverts back to
the property owner. As the property owner, the Department of the Navy and
MCB Camp Lejeune must notify DWQ immediately of the permit ownership
change and submit a completed Name/Ownership form to DWQ within 30days.
Otherwise the Department of the Navy and MCB 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 $25,000 per day, being taken
against the property owner, MCB Camp Lejeune.
13. Prior to the construction of any permitted future areas shown on the approved
pplans, the permittee shall submit final site layout and grading plans to the
Division for approval.
14. The permittee is responsible for verifying that the proposed built -upon area for
the entire project does not exceed the allowable built -upon area.
15. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
16. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
17. 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.
18. Built upon area includes, but is not limited to, structures,' asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 060323
III. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity 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 NamelOwnership Change Form
signed by both parties, to the Division of Water Quality, accompanied by the
supporting documentation as listed on page 2 of the form. 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. Neither the sale of the project
nor the transfer of common area to a third party constitutes an approved transfer
of the stormwater permit.
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.
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 remains in force and effect until modified, revoked, terminated or
renewed. 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 permittee shall notify the Division of any name, ownership or mailing address
changes at least 30 days prior to making such changes.
11. The permittee shall submit a permit renewal request 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 18tn day of October 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ror Coleen Lter
Sullins, Director
Division of Quality
By Authority of the Environmental Management Commission
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 060323
Watkins Village
Stormwater Permit No. SW8 060323
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 specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 060323
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 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 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 and located 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.
16. All components of the stormwater BMP are located in either recorded
common areas, or recorded easements.
CC' NCDENR-DWQ Regional Office
Page 9 of 9

Central Files: APS
10/16/10
Permit Number SW8060323 Permit Tracking Slip
Program Category 1 1�� Status Project Type
State SW S�`1 In review Major modification
Permit Type G`C `� r� Version Permit Classification
State Stormwater
Primary Reviewer
christine.nelson
Coastal SW Rule
Coastal Stormwater - 2008
Permitted Flow
Facility Name
Watkins Village
Location Address
Int Of Bicentennial Hawaii Streets
Camp Lejeune NC 28547
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner
Owner Name Owner Type
Atlantic Marine Corps Communities LLC Non -Government
Owner Affiliation
Thomas Tether
1801west End Ave Ste 1200
Nashville TN 37203
DateslEvents
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notic =10/18/1010/18i/10
Expiration
04/10/06 09/14/10 04/10/16
Regulated Activities Requested/Received Events
State Stormwater - HD - Detention Pond Deed restriction requested
Deed restriction received
Additional information requested 09/28/10
Additional information received 10/12/10
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

MEMORY TRANSMISSION REPORT
TIME :10-18-'10 08:34
FAX NO.1 :910-350-2018
NAME : DENR Wilmington
FILE NO.
816
DATE
10.18 08:31
TO
: 9 919104512 92 7
DOCUMENT PAGES
10
START TIME
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END TIME
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STATUS
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State of North Carolinas
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Wilmington Regional Office
Beverly Eaves Perdue, Governor FAX COVER SHEET Dee Freeman, Secretary
Date: /D l l9 No. Pages (excl. cover): /
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Mky1ORX TRANSMISSION REPORT
TIME :10-18-,10 08:41
FAX NO.1 :910-350-2018
NAME :DENR Wilmington
FILE NO.
818
DATE
10.18 08:32
TO
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DOCUMENT PAGES
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START TIME
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State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor FAX COVER SHEET Dee Freeman, Secretary
Date: _ �O/f� _ _ _ _ _ _ _ No. Pages (excl. cover}:
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MEMORY TRANSMISSION REPORT
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FILE NO,
817
DATE
10.18 08:32
TO
; 8916153246829
DOCUMENT PAGES
10
START TIME
: 10.18 08:34
END TIME
10.18 08:38
PAGES SENT
10
STATUS
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TIME :10-18-'10 08:41
FAX NO.1 A 10-350-2018
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Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor FAX COVER SHIEET Dee Freeman, Secretary
Date:
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L
LITTLEJOHN ENGINEERING ASSOCIATES
ENGINEERING PLANNING LANDCAPE ARCHITECTURE LAND SURVEYING
ENVIRONMENTAL SERVICES
October 11, 2010
Ms. Christine Nelson
North Carolina Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Storm Water Project No. SW8 060323
Watkins Village
Onslow County
Camp Lejeune, NC
LEA Project No. 26300
Dear Ms. Nelson:
This letter is in response to your Request for Additional Information, dated September 28, 2010, for the
referenced project at Camp Lejeune. Enclosed are two sets of the revised drawings that address your
comments. We have only included the sheets that have changed as part of this submittal. These revised
drawings address your referenced comments as follows:
1. A new Consent of Manager of Atlantic Marine Corps Communities, LLC signed by Thomas E.
Tether, Executive Vice -President and Secretary of Lend Lease Americas Inc. authorizing and
empowering Chris Craig and Dale Connor to execute NC DENR permit applications is enclosed.
2. The permit application form has been revised as requested. The original permit application was
signed by Chris Craig and forwarded to David Towler at Camp Lejeune for Carl Baker's
signature. David stated that he will be at your office on October 12 and will hand deliver the
original form at that time. Two copies of this form, without Carl Baker's signature, have been
enclosed for your information.
3. This calculation was revised to use the average head equation of 1-113, which increased the
drawdown time from 2.93 days to 3.59 days using; the same orifice diameter.
4. Sheet C-5.08 has been revised to show the correct pond bottom elevations.
5. Sheet C-5.01 has been included which show the typical roads and sidewalks associated with
Watkins Village Phase 3.
a 6. This detail will be revised to show a level inlet at the headwall and not be sloped.
o
7. The Community Center drawing sheet CG4A1 has been revised to show a Swale so as to direct
storm water runoff to the north wet pond.
v 8. Sheet SW-2.01 and Watkins Village Phase 2 sheet CG-4.04 have been revised to show this Swale
CD y; replaced with storm water piping as shown on the Community Center drawings.
1935 TWENTY-FIRST AVENUE SOUTH + NASHVILLE TENNESSEE 37212
PHONE [phone] • FAX [phone] + W W W. L E A I N C. C O M

4
L
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.
Sincerely,
UTTLEJOHN ENGINEERING ASSOCIATES, INC.
Thomas J. Davis, €'E
oCT 1 2 2010
BY:

L I T T L E
O H N E
N G I N E E R I N G A S S O C
I A T E S
ENO i N f E RING
P L ANN V N G
L AN D S-C A P F, ARC VI 17 EC T !1 RE LAND
S ai R VEY ING
1 9 3 5 TWENTY
- FIRST AVENUE SOUTH • NASHVI L L 14 . T E N N E S
S E E 3 7 2 1 2
PITON E 61 5-3K5-41
44
. FAX [phone] • W W W. LEAI
NC_C0M
TRANSMITTAL
To: Christine NCISOn Date:
EXPRESS 4 S%N'8 060323 - WATKINS VILLAGE Job No
NCDENR Division of band Resources Project
127 Cardinal Drive Extension
Wilmington, NC 28405
Ph: 910.796.7421
I-Oct-10
26300
Watkins Village
Camp Lcieunc
Regarding: Watkins Village - Stormwater Express Permit Modification (SW8 0611323)
We tare sending:
Attached
Under Separate Cover
Copy of Letter
Vin:
❑ Pack Up
�R
Drawings
Originals/Reproducibles
Change Order
Courier
❑
Computer Disk
❑
Specifications
Other
Express/Overnight Mail
Dale
Description
Copies
10/11/2010
Response Letter
Swrmwmer Permit Application (David Totisler will hand deliver Signed Copies)
2
LLC Documentation
1
101612010
Revised Stornmater Calculations
1
10/6/2010
Revised Watkins Village Phase 3 Shects (C-5.01, C-5.02, C-5.08)
2
10/6/2010
Revised Watkins Village Community Center Sheet (CG-4.0I)
2
10/6/2010
Watkins Village Phase 2 Revised Sheets (CC.-4.04, SW-2.01)
2
We are sending:
For Approval 71 For Your Use 0 For Your Record
❑ For Review & Comment F1 As Requested ❑ For Bids Due
Remarks: Christine:
See attached revised drawings and documents its response to additional information request. David Towler will
hand deliver the revised signed application. Two copies without Carl Baker's signature have been provided.
Please contact Tom Davis or me should you require any other information or drawings. Thank you for your help.
Copies to: File Signed: Derek 13aalbergen rr
�COIVED
OCT 1 2 2010
BY:

71
It .." Ai►�rr
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Colleen H. Sullins
Governor Director
September 28, 2010
Mr. Dale Connor, Executive Manager
Atlantic Marine Corps Communties, LLC
1801 West End Ave., Suite 1700
Nashville, TN 37203
Subject: Request for Additional Information
Stormwater Project No. SW8 060323
Watkins Village
Onslow County
Dear Mr. Connor:
Dee Freeman
Secretary
The Wilmington Regional Office received a modified Stormwater Management Permit
Application for Watkins Village on September 14, 2010. A preliminary review of that
information has determined that the application is not complete. The following information
is needed to continue the stormwater review:
Please clarify the applicant listed in Section 111.1 of the application:
• According to the information available on the corporation database
managed by the NC Secretary of State, the company ultimately
responsible for Atlantic Marine Corps Communities, LLC appears to be
either Lend Lease Americas, Inc or Actus ATD Inc. If the company
ultimately responsible for Atlantic Marine Corps Communities, LLC is a
corporation, the applicant identified in Section Ill.a of the application must
be the principal executive officer of at least the level of vice-president per
NCAC 2.H.1003(e).
e If signatures by a person other than the president or vice president are
desired, then a notarized letter of authorization from the president or vice
president must be provided to identify both people as well as to include
their contact information. The document that was provided with the
modification references Lend Lease Retail & Communities, Inc, not Lend
Lease Americas, Inc. The president or vice president must still be
identified in Section Ill.1.a of the application.
• Please ensure that the president or vice president is either identified in the
NC Secretary of State corporation database or official documentation from
the corporation is provided to support that person's role.
2. Please ensure the information presented in the first paragraph of Section IX on
page 5 of the application is consistent with the information presented in Section
Ill.1.a of the application.
3. Please explain why an average head of 0.88 ft was used to calculate the discharge
rate and drawdown time. The average head should be calculated based on
Section 3.5.2 of the 2007 BMP manual, which uses an average head equation of
H13.
4. Please verify the elevations shown on plan sheet C-5.08 are consistent with the
elevations presented in the wet detention pond supplement and calculations. For
instance, the pond bottom elevations appear to be slightly off.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: 91079s•72151FAk910-350•20041Customer Servioe: "77{23.6748 NorthCarviina
Internet: www.ncwaterqualiV.org ;Vatwrall ,
An Equal Opp�ryh 1 AtfemaW AcGan Employer `i `J

Dale Connor
September 28,2010
Stormwater Application No. SW8 060323MOD
5. Please provide typical details for the roads, sidewalks, and paths associated with
Phase III of Watkins Village.
6. Please confirm that the slope of the outlet structure apron will not affect the
permanent pool elevation.
7. Please demonstrate how the runoff from the west side of the community center
and pool area will be collected and directed to the wet detention pond.
8. It appears that the method of directing runoff to the north pond has changed from a
swale to a pipe inlet. Please submit updated sheets for this pond, including sheet
SW-2.01 (the North Pond Exhibit), to demonstrate this change and avoid future
confusion.
9. Due to the minor nature of these comments, the express Addlnfo fee has been
waived for this request for additional information.
10. 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 6,
2010, 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 email or fax your request for a
time extension to the Division at the address and fax number at the bottom of this letter.
Please note that a second significant request for additional information may result in the
return of the project. If the project is returned, you will need to reschedule the project
through the Express coordinator for the next available review date, and resubmit all of the
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 label all packages and cover letters as "Express" and reference the project name
and 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,
cta�- T601-vi
Christine Nelson
Environmental Engineer
GDSlcan: S:1WQSlSTORMWATERIADDINFOl20101060323MOD sep10
cc: Thomas Davis, Littlejohn Engineering Associates
Christine Nelson
Wifmington Regional Office
Page 2 of 2

Nelson, Christine
From: Nelson, Christine
Sent: Tuesday, September 28, 2010 3:22 PM
To:'dale.con [e-mail]; 'Towler CIV David W'; '[e-mail];
'[e-mail]'
Cc: Russell, Janet
Subject: request for additional info for Watkins Village
Attachments: 060323mod sep10.pdf
Gentlemen,
I have attached a copy of the request for additional information for the modification to Watkins Village (5W8 060323).
Copies of this letter will also be sent in the mail. To help with Item #1, the link to the general stormwater rules is
included below. The section referenced in the letter is on page 4. Let me know if you have any questions!
Christine
http://portal.ncdenr.org/c/document_library/get file?uuid=ea31b446-44ef-4f78-9257-08865ab299df&groupld=38364
Christine Nelson
Environmental Engineer
NC DWQ - Stormwater Program
Wilmington Regional Office
910-796-7323
Email correspondence to and frorn this address may be subject to the North
Carolina Public Records Law and may be disclosed to third parties.

-III
A A4q
t
L I T T L 1- .1 O H N F N G I N E E R I N C A S S O C I A T E S
E NG1NGERING PLANNING LANDSCAPE ARCMT-f CTIlRV LAND SItRV(iYING
1435 1'WI:NT)' - FIPST AVENUE SOUTII • NASIt`-'ILLE, TENNESSL•'.E 3 7 2 1 "
P 11 U N F G 1 5- 3 R 5- 4 1 •1 •1 • FAX el l 5- 3 3 5- 4 0 2 0 • W W W. I. L• A 114C, C O \1
TRA\'SiMIT!'AI.
TO: J11110 Russell
NCI)ENR Division o"Land Resources
127 Cardinal Drive F,slension
Date:
.iota No,
Projmt:
14-Scp-10
26300
Watkins Village
Wilmington. NC 29405
Can1p Leicune
Ph: 910.796.7421
Regarding:
Walklns Village - Slorlms-titer Express Permit Modification (SW8 060323)
We are tiCllding:
��
rlUached
Q Drt+vinyl
I Computer Disk
Under Separate Cover
0 Orighutl%1RcpnKlucibleS
❑ Sper:ificaliom
❑
Copy of Letter
Change Ortler
❑ Other
Viu:
❑ Pick Up ❑ Cnuriur
�X' rxpresslOvernighl Mail
Dow
Dv.wripllon
Copies
91t412010
Slormvc alcr Permit Application
2
Check (S4,000 Express Slormwater Pertnit Motlikocation)
1
9114/21110
Narrative
1
9/14/21110
Wei Detention Basin Supplement
1
9/14/2010
Wei Detention Basin O&M Agreentenl
1
9/14/2011)
Stornma(er Permil Catculalions
I
W1412011)
Drainage Area F xhibi1
2
9/14/2010
Color USCS flap
1
911412011)
Weilands Dcliuealinn
I
WI412fl10
Ll_C Documentation
I
9/1412010
Land Lease Agreerttenl
9114t2010
SIM"f Dcicrmin!&011
1
9/14/2111EI
Gcotcchnical Report
1
9/812010
Watkins Village Community Center I'lanset
2
9114t20I
Village Phase 3 Plansel
2
!dlWatkins
We are Sending:
For Appro+:d Ej For Your Use 0 For Your Record I
OFor Review & Comment ❑ AS Rellues0.d For Bids Duc � F P 1 4 2010
I
Ra narks: Janct:
See attacllLd PLI-mil AppliCatlltll and lbrrns For Watkins Village submittal -
Please contact 'rom Davis or me should you mxjuire any other information or drawings. Thank you for your help.
Copics to, File Signed: Will Crunk

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u�"

NC DENR
26300-SW APP FEE AUG 23 2010 4,000.00
34105
A PA 1000
4,000.00
LITTLEJOHN ENGINEERING ASSOCIATES
Total
.............. $
4,000.00

263OD-SV11 APP FEE AUG 23 2010
4, 000.00
SEP Z 4 2010
NC DENR
Total
34105 DRUG O, 0
4,000.00
4,000.00
LITTLEJOHN ENGINEERING ASSOCIATES

For DENR Use ONLYL
Reviewer:
����'
l.:i
North Carolina Department of Environment and
Natural Resources
Submit: r Z
n
``T
►llC����
ll�l
Request for Express Permit Review
e:
Confirm:
C, —
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form,to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application ackage
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;aiison.davidsononcmail.net
• Fayetteville or Raleigh Region -David Lee 919-791-4203, dayid.Ieec&ncmail.net
• Mooresville & -Patrick Grogan 704-663-3772 orpatrick.gros7anr-ncmail.net
• Washington Region -Lyn Hardison 252-946-9215 or 1yn.hardisonCalncmail.ne
• Wilmington Region -Janet Russell 910-350.2004 or lanet.russell0mcmail.net
NOTE Projecl application received after 12 noon will be stamped in the following work day.
Permits of request
SW
SW
SW
SW
SW
Project Name: WATKINS VILLAGE - PHASE 3 County: ONSLOW
Applicant: DALE CONNOR, EXECUTIVE MANAGER Company: ATLANTIC MARINE CORPS COMMUNITIES, LLC
Address: 1801 WEST END AVENUE, SUITE 1700 City: NASHVILLE, State: TN Zip: 37203
Phone: [phone], Fax: [phone], Email: [e-mail]
Physical Location!INTERSECTIDN OF BICENTENNIAL AVE & HAWAII ST ON MCB CAMP LEJEUNE
Project Drains into WALLACE CREEK waters - Water classification SB;NSW (for classification see-hitp://h2o.enr.state.nc,us/bims/repods/reportsWB•htmi
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N, within ''/z mile and draining to class SA waters__, or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant: TOM J. DAVIS Company: LITTLEJOHN ENGINEERING ASSOCIATES `
Address:1235 TWENTY-FIRST AVENUE SOUTH City: NASHVILL , State: TN Zip: I7L12 s Ep 0 8 2010
Phone: [phone], Fax: �L5-385-4020, Email: tdavis@leainc.c�m
SECTION ONE: REQUESTING A SCOPING MEETING ONLY �j�� r, C M
❑ Scoping Meeting ONLY ❑ DWO, ❑ DCM, ❑ DLR, ❑ OTHER: T fjC, '-kC-"'
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls -- Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ® General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Law Density -Curb & Gutter —# Curb Outlet Swales ❑ Off -site ]SW (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -8io-Retention — # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
❑ High Density -Other — # Treatment Systems / ❑ MOD_❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit#) .
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT ifor both sconina and express meeting request
Wetlands on Site ® Yes ❑ No . Buffer Impacts: ® No ❑ YES: —acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No 404 Application in Process wl US ACOE: ❑Yes ® No Permit
Received from US ACOE ❑ Yes ❑ No
r♦a++s st+ar+•s+sr+trt+++r+ar++srsr++arrrsa+rasrr+s"""For D1 NR use onlys+srsaar+srs+»s+a+«r+rarrr++ta+tst+are«+++rs»+rs♦astrrs++t++
Fee Split for multiple permits (Check N 1_ Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (0 Maj; ❑ Min)
$
SW (❑ HD, 0 LD, ❑ Gen)
$
401:
$
LOS
$
Stream Deter,_
$
NCDENR EXPRESS March 2009
A1�G 1 2 20i0
j -�r.

Project Narrative: Watkins Village Phase 3
The Watkins Village Phase 3 neighborhood can be found on the main side of Marine
Corps Base Camp Lejeune off Highway 24 near Jacksonville, North Carolina in Onslow
County. The proposed project calls for the construction of 75 new single family and
.duplex buildings (136 housing units in total) on approximately 41 acres of currently
undeveloped land. The project area contains a small area of existing wetlands. Care was
taken to ensure that no new construction would interfere with these wetlands. The site is
located within the White Oak River basin and drains via an unnamed tributary to Wallace
Creek which has a classification as a SB and NSW stream. The index number for
NpJo,11,m-%trti� Creek is 19-20. The total area of disturbance for the site will be approximately
41 acres.
Phase 3 of the Watkins Village neighborhood will have all newly constructed streets with
curb and gutter along all streets. The proposed project will rely on a discrete stormwater
collection system to convey stormwater runoff. Curb inlets and catch basins will direct
stormwater runoff through an underground piping system to a wet detention basin located
on -site. Based on these conditions, the project will qualify_ as High Density Development
and will be subject to water quality requirements as such.
Water quality requirements are to be satisfied by constructing a new wet detention basin.
The wet detention basin has been designed in accordance with State of North Carolina
requirements and will provide drawdown of the l.5-inch storm within 2-5 days.
Calculations as well as drainage area exhibits and other requirements will be included in
the stormwater permit application submittal.
Sediment and Erosion Control measures for the site have been designed according to
NCDENR details and specifications. All storm sewer inlets have been specified to
receive either Hardware Cloth and Gravel or Sand Bag Barrier Inlet Protection
throughout the project until final site stabilization has been attained. In addition to the
inlet protection noted, silt fence and rock check dams will be employed where necessary
in order to prevent sediment from leaving the site and creating erosive soil conditions. A
number of temporary sediment traps will be constructed during the construction period
and removed once the disturbed areas have been stabilized.
FAUG
__3
1 2 2010
:

VICINITY MAP
PROJECT
� f-E�i G�=VC• a�
'LOCATION
U
WARNE COO R4SE ,.
TLANDFILL OIT05T
S 4S Ann—r
4 Rav:
J uF
r ,IM�F}f'i' d
o y,� ,fit rpt
FA
'AMP LUEUNE/f
SITE MAP
AUG 1 2 201Q
1 ,

UNITED BTAT03
DEPARLMENT OF THE INTERIOR
UMIIPA STATES
o AXTMEM OF oolnraACg
CAMP LEJEVNE OJADRANOLE
MM MINUTE
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Wm w oleL+r>b Ln. sY.� �. _—.w.=.�S_ aw ausnwr� cr�.Yauscaastcf.uLMcsMy.rusn<m _
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Russell, Janet
From: Will Crunk [[e-mail]]
Sent: Thursday, August 12, 2010 9:34 AM
To: Russell, Janet
Cc: Derek Baalbergen; Tom Davis
Subject: Watkins Village Section 3 - Express Stormwater Permit
Attachments: 26300_2010-08-12_Express Permit-WV3.pdf
Janet,
Attached are the documents needed to start the Express Stormwater Permitting for Watkins Village Section 3. We
would like to schedule the meeting for either Monday August 23rd around 2pm et or later, or Thursday August 261h at
either 1 or 1:30 et. Please let me know if you need any more information.
Will Crunk
LITTLEJOHN ENGINEERING ASSOCIATES
1935 21st Avenue South, Nashville, TN 37212
T: 615-385-4144 / D: 615-324-6982 / E<: 615-385-4020
www.leai,p;c.com
Celebrating our• loth Year!
" Consider the environment. Please do not print this e-mail unless necessary.
-'r roc•„
AUG 1 2 2010
BY:

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Russell, Janet
From:
Will Crunk [[e-mail]]
Sent:
Monday, August 16, 2010 4:29 PM
To:
Russell, Janet
Cc:
Derek Baalbergen; Tom Davis
Subject:
RE: Watkins Village Phase 3
Janet,
The meeting time works for us. We are planning on it being a submittal meeting and it will be a new permit. Thanks.
Will Crank
LITTLEJOHN ENGINEERING ASSOCIATES
1935 21st Avenue South, Nashville, TN 37212
T: 615-385-41441 D: 615-324-6982 / F: 615-385-4020
www.leainc.com
Celebrating our loth Year!
NAConsider the environment. Please do not print this e-mail unless necessary.
From: Russell, Janet[mailto:[e-mail]]
Sent: Monday, August 16, 2010 3:01 PM
To: Will Crunk; Tom Davis
Subject: Watkins Village Phase 3
Will & Tom:
The Express Stormwater Meeting has been scheduled with Christine Nelson on August 26 at 1:30 PM here in the
Wilmington Regional Office. The applicant or applicant's assistant is required to attend the meeting.
Please review the bmp manual and be sure that you're using the most up-to-date application forms and supplements.
Also, be sure to read the design requirements of your particular bmp.
Christine has requested that I verify that this is a "submittal" meeting as opposed to a scope meeting. The scope
meeting is an informational meeting to discuss the project and get questions answered while the submittal meeting is
scheduled in anticipation of accepting the package for review at the conclusion of the meeting, It only makes a
difference in how she appropriates her time.
One other question, are you thinking that this project will be a new permit or a modification to a previous permit?
Please respond to this email to confirm and reserve the meeting time and date.
Thanks,
Janet

GoMaps GIS
Page 6 of 6
httpa/maps,onslowcountync.gov/gomaps/map/map.cfm?CFID=128703&CF'COKEN=45816... 8/9/2010

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CONSENT OF MANAGER OF
ATLANTIC MARINE CORPS COMMUNITIES LLC
Pursuant to The Delaware Limited Liability Company Act, the undersigned, being the
Managing Member of Atlantic Marine Corps Communities LLC ("the Company"), does
hereby adopt, confirm and consent to the resolutions set forth below:
WHEREAS, the Company wishes to obtain certain permits from the North Carolina
Department of Environment and Natural Resources ("NCDENR") in order to perform certain
work related to storm water and erosion control on the Company's projects; and
WHEIZEAS, the Company wishes to appoint Christopher Craig and Dale Connor as
its authorized agents to execute the required application for the NCDENR permit and any
other related documents or notices.
NOW THEREFORE BE IT:
RESOLVED; that on behalf of the Company, Christopher Craig, Operations Manager,
located at 1801 West End Avenue, Suite 1700, Nashville, TN 37203, [phone] and
Dale Connor, Managing Director, located. at 1901 West End Avenue, Suite 1700,
Nashville, "1N 37203, (615) 324-532, are authorized and empowered to execute NCDENR
permit applications and any and all documents and notices to be executed and delivered by
the Company under or in connection with the NCDENR, NCDENR permits, or NCDENR
permit applications;
RESOLVED FURTHER; that the persons authorized herein to execute documents on
behalf of the Company are authorized and empowered to execute NCDENR permit
applications and any and all other related documents and notices on behalf of the Company;
and
RESOLVED FURTHER; that any and all actions heretofore taken by Christopher
Craig or any officer of the Company in order to carry into effect the purposes of the
foregoing resolutions are hereby approved, ratified and confirmed.
* REMAINDER OF PAGE INTENTIONALLY LEFT BLANK *
FID
OCT 1 2 2010
BY:

i
IN WITNESS WHEREOF, the undersigned Manager has executed this consent, to be
effective as of'October 4, 2010.
By: AMCC Managing Member I,LC,
the Company's managing member
By: Actus Lend Lease Holdings LLC,
AMCC Managing Member LLC's sole member
By: Lend Lease Americas Inc.
Act end Lease Holdings LLC's managing member
omas E. Tether,
Executive Vice -President and Secretary
200 Park Ave., 9th Floor, New York, NY 10166
212-592-6840
STATE OF NEW YORK
COUNTY OF NEW YORK
Personally appeared before me, Thomas E. Tether, with whom I am personally
acquainted {or proved to me on the basis of satisfactory evidence), and who
acknowledged upon oath that such person executed the within instrument for the
purposes therein contained, and who further acknowledged that such person is the
Executive Vice -President and Secretary of Lend Lease Americas Inc., the within named
Corporation, and is authorized by the maker or by its constituent, the constituent being
authorized by the maker, to execute this instrument on behalf of the maker.
Witness my hand, at office, this
Notary Public
Printed Name:
My Commission Expires
[AFFIX NOTARY SEAL]
day of October, 2010.
KHANH M. JOSEPHSON
NatarYNo 0i230b10351 jSwe of w York
Quatified in New York County
Commission Expires 011
7OC,T
1 2 2010

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DWQ US17 ONLY
Das Receive
ee I'aitl
Permit Number
Applicable Rules: K Coastal SW — 1995 —RCoastal SW —2008 ❑ Ph iI - Post Construction
(select a7ll tlrrrt ripply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stor•rnwater Management Ptah
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This fu•aaa array be photocopied for rase as an original
1. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent -with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
atkins Vill
2. Location of Project (street address):
Intersection of Bicentenial Ave. & Hawaii St.
City:NICB Camp I..ejeune Coll nty:OrasIow Zip:28547
3. Directions to project (from nearest major intersection):
From Camp Le Cone main entrance continue on Holcomb Road, right on Brewster Blvd
Left on Stone Street, left on Bicentennial Road
4. L,atitude:34° 41' 54" N Longihrde:7711 20' 41" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit nunaberSW8 060323 , its issue date (.if known)04/10/2006 , and the stathrs of
construction: ❑Not Started ❑Partially Completed* E)Completed* *provide a di'slgaael-'s cer-tificratioi
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4.1. Additional Project Re.quiremciats (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 41 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b. If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
i
UP 1 4 2010
Form S W U-10l Version 07Jun20l 0 Page I of 6

Ill. CONTACT' INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project}:
Applicant/Organization ltiantic Marine Corps Communities, LLC (AMCC)
Date U'loc
4.d
Signing Official & Tille:ChriS Craig for Thomas E. Tether, SV�er)cl Lease Americas, Inc. _
b.Contact information for person listed in item 1a above:
Street Address:1801 West End Avenue, Suite 1700
City:Nashville State:TN Zip:37203
Mailing Address (if applicable):
City: State: Zip:
Phone: J615 ) 324-7548 Fax_ f615 1 324-6829
Irma il:da le.coru-iorQactuslend lease.com
c. Please check the appropriate box. The applicant listed above is.
❑ The property owner (Skip to Contact Information, item 3a)
® Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. ('Phis is the person
who owns the property that the project is located on):
Property Owner/Organization:tt,S. Denartrrtcnt of l)el�nse
Signing Official & Title -Cart Baker, lxputyPublic Works T
b.Contact information for person listed in item 2a above:
Street Address:1005 Michael Road
Cily: -,a till) I„C1C113le State -NC Zip:a542-000d
Mailing Address (if applicable):
City: State: -- Zip:
Phone: (910 ) 451-2213
Email:carLh.bakerQusmc.mil
Fax: (910 ) 451-2927
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b.Contact information for person listed in item 3a above.
Mailing Add
City:
Phone:
Email:
State: Zip:
Fax: ( )
�"
Page 2of6 OCT 1
2010
AST.
Form SWU-101 Version 07Jun2010

4. Local jurisdiction for building permits:
Point of Contact: Phone #:
IV. PROJECT' INFORMATION
1. In the space provided below, briefly suimnarice how the stormwater runoff will be treated.
Stormwater,runoff will be conveyed by an underg`und collection_ system_ to a wet de_tenntiQt; pond. Tlie wet
detention pond has been designed per NCDTNR standards.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Appproval of a Site Specific Dcvelopmenl Plan or PUD Approval Date:
❑ Valici Building Perm't Issued Date:
j� Other: 5W ecm: Date: Of /j556
b. If claiming vested rights, identifyy the rogulahort(s) the project has been designed in accordance with:
14 Coastal SW —1995 ❑ A 11— Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: N/A acres 5. Total Coastal Wetlands Area: 0 acres
6_ Total Surface Water Area: 0 acres
7. Total Property Area (4) —Total Coastal Wetlands Area (5) —Total Surface Water Area (6) = Total Project Area':
106.5 acres
Total project area shall be calculated to exclude the followin : the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Norfnal High Water (NHW) line or Mean Hi%h Water
(MHW) line, and coastal wetlands landward frorn the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may be
included in the total project area.
8. Project percent of impervious area: ('Total Impervious Area / Total Project Area) X 100 = 41 %
9. 1-low many drainage areas does the project have?2 (For high density, count I for each proposed engineered
stormwater BMP. For low density and other projects, use I for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as W- ow. q.5riA 3-A 5.. )% 96'A
Basin Information
Drainam Area a
Drains e:Area2�
iDiaina e'Area.:
°Drains a Area's
Receiving Stream Name
Wallace Creek
Wallace Creek
Wallace Creek
Stream Class
S13; NSW
SB;NSW
SB; NSW
Stream Index Number *
19-20
19-20
19-20
Total Drainage Area (sf)
2,247,696 St.
871,200 aoac
1,520,968 34.9
On -site Drainage Area (sf)
1,899,216
871,200
1,520,968
Off -site Drainage Area (sf)
348,480
0
0
Proposed Impervious Area** (sf)
890,079
44QZU&1q4%
593,163
% Impervious Area** (total)
40
47
39
^Iiiri ervious"..:Siirface Area :'; . :
±L]xairia e:Area 2 ,>
>;Diairia e;'Area 2
,?:Di•ai>7a ""e'Area:3"
.Drama e%P.rea _r:
On-site Buildings/Lots (sf)
269,750
176,050
249,889
On -site Streets (sf)
266,895
109,184
160,013
On -site Parking (so
'123,558
66,200
96,980
On -site Sidewalks (sf)
96,390
44,710
46,680
her on -site (sf)
21,972
14,580
.14,755
Future (so
0
'Q 1771
0
-site (sf)
111,514
0
0
_
Existing BUA*** (so
Q
0
24,846
Total (sf):
890,079
1 *+4;;Z2$yla4
5 593,163
* Stream Class and index Number can be determined at: http://portal.nedennorg ueblw�lpsAsu/classifications
Imperviou area is defined as the built upon area including, but not limited tof:buf g �.p�r]�i ,aarreeas,
sidewalks ravel areas, etc. j
Form SWU-101 Version 07Jun2010 Page 3of6 I OCT 1 2 2010
$X:

*** Report only that amount of existing ,BUA that will remain after development. Do not report any existing BUA that is
to be removed and which will be replaced by new BUA.
'11. How was the off -site impervious area listed above determined? Provide documentation.
Calculated from survey. Calculations provided in orginal permit_
Proiects in Union County: Contact DIPQ Central Ojtce staff to check if the project is located within a Threatened &
Endangered Species watershed that "ray be subject to more stringent stormwater requirements as per NCAC 02B .0600,
V. SUPPLEMENT AND O&1V1 FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from hltp:Lporlal.ncdenr.or. well wq/ws/su/bmp-manual.
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. A detailed application instruction sheet and BMP
checklists are available from http 1/12orlal.ncdennorg web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office_ (The appropriate office may be found
by locating project on the interactive online map at h_pt / /portal.ncdenr_org web/q/ws/su/mals.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUSTbe signed and initialed in blue ink. Download the latest versions
for each submitted application package frorn ht.ily / /portal.ncdenr_org/web/wq/ws/su/statesw/forms dots_
Initials
'1. Original and one copy of the stormwater Management Permit Application Fonn_ T3
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supptement Form(s) (sealed, signed and dated) and O&rfvl i T9
agreement(s) for each BIVIP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to IT'D
htt�:[(www.enyhelp.orgGpa cs on tovexpress.htanl for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for 1 -T 0
the project. This is required in addition to the brief summary provided in the Project
luformation, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within Vi. mile of the site boundary, include the'/i
mile radius on the map.
?. Sealed, signed and dated calculations. f D
8. Two sets of plans folded taa 8-5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and states.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances_
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans. ; V )E
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in'the main set of plans, not as a separate document). j r't ! 2010
l-orrn SWU-101 Version 07Jun2010 Page 4 of

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify ! 0
elevations in addition to depths) as well as a map of the boring locations with the existing elevations
and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the project area
clearly delineated. For projects with infiltration BMPs, the report should also include the soil
type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the Sklyff prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No: ln�-A
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC F J 17
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). 17he
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http:/ /www.secretary.state.nc.Lis/Corporations/CSearcii.,tVx
VI1. DEED RESI'RICHONS AND PRO`I'I CH VE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a tably listing each lot number, lot size, and the allowable built-nipon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http:/ /portal.ncdent org/web/wcl wsLtlstatesw/forms-does_ Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under there, that they will run with the land, that the required covenants cannot be changed ordeleled without
concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Tlnonnas T. Davis P.E.
Consulting Firm: Littlejohn Engineering Associates
Mailing Address:1935 Twenty -First Avenue South
City:Nashville State:TN Zip:37212
Phone: (615 ) 385-4144
l:mail:tdavis r, leainc.com
Fax: (615 ) 385-4020
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this section)
1, (print or type name of person listed in Contact Information, item 2a) Carl Baker , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item ]a) Chris Craig for Thomas E. Tether, SVP for Lend Lease Americas. Inc.
with (print or type name of organization listed in
Contact Information, item Ia) AMCC to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Mun2010 Page 5 of 6
Y D
O C T 1 2 2010
BY:

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact hnformation, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment Aivil penalty of j1p to $25,000 per day, pursuant to NCGS 143-215.6.
r�., �
Signature:`f Daatee: /D "/3 -16
a Notary Public
for the State of /UJ�f1+C� %.�� County of
do lie .eby certify that , a-12 ! oe personally appeared
before me this �3`�day of ll and ackn� I gce t�h due execution of the application for a
stormwater permit. Witness my hand and official seal,
ALICE A BONNETTE
Notary Public
Onslow County
State of North Carolina
tMv Commission Expires Oct 23, 2010
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires 62—? 611,�
1, (prinf or type narrre of Irerso.n Iisfed it) C(u M71 IIIW0xrfion, !felt! 1a) Chris Cryig for Thomas F. Tefher, SVP !_end lease
Americas. Inc.
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 th he proposed project complies with the requirements of the
applicable stormwate ales under "1 A NCAC I 000, SI.2006-246 (Ph. II —Post Construction) or SL 2008-211.
Signature:__ Date: d� OCT �01V
I, 5LLS 1 1� t� a Nootaai Pub,li{c for the State of ��i1 !1 nSs��Cottoty of
S do hereby certify that ChLru' l racl, personally appeared
before me thisA day of 0.olo.e-_ ao�,o_, and kiiowI ge tl du execution of the application fora
stormwater permit. Witness my hand and official seal,
B SETj,
CO
S OF E `1P
NOTARY NEsSEE
O
PUBLIC rti
C� a-
oON
sS�°h Expires l4o"
SEAL
My comrission expires KOWAT A I ra 0 �3
Form SWU-101 Version 07Jun2010 Page 6 of 6
C EYVED
OCT 1 6 2010
BY:

wh cou;ti1t22jou
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Project Narrative: Watkins Village
The Watkins Village neighborhood can be found on the main side of Marine Corps Base
Camp Lejeurlc off Highway 24 near Jacksonville, North Carolina ill Onsl('lw Couuty.
The neigghbolllood was previously permitted as two phases of construction with the
construction of a coillilliinity center designated as future built upon area, The proposed
perinit modification is for the designation of the former future built upon area for the
Community Center to be constructed. The permit also covers the proposed construction
of Phase 3 of Watkins Village. The permit modification (foes not designate any future
built upon area.
Watkins Village Phase 3 calls for the construction of 75 new single family and duplex
buildings (136 housing units in total) on approximately 41 acres of currently undeveloped
land. The project area contains a small area of existing wetlands. Care was taken to
ensure that no new construction would interfere with these wetlands. The site is located
within the White Oak River basin and drains via an unnamed tributary to Wallace Creek
which has a classification as a SB and NSW stream. The index number fbr Wallace
Creek is 19-20. The total area ofdisturbance for the site will be approximately 41 acres.
Phase 3 of the Watkins Village neighborhood will have all newly constructed streets with
curb and gutter along all streets. The project also contains a minor maintenance project
to the existing; asphalt trail that runs along the southern edge ol'the site. Tile existing
asphalt trail is being replaced in a small area, raising the grade of the trail and Including a
wooden bridge (detail attached). The maintenance project will not increase the existing
built upon area of the existing; trail. The proposed project will rely on a discrete
stormwater collection system to convey stormwater runoff. Curb inlets and catch basins
will direct stormwater runoff through an underground piping; system to a wet detention
basin located on -site. Based on these conditions, the project will qualify as High Density
Development and will be subject to water quality requirements as such.
Water quality requirements are to be satisfied by constructing a new wet detention basin.
The wet detention basin has been designed in accordance with State of North Carolina
requirements and will provide drawdown of the l .5-inch storm within 2-5 clays.
Calculations as well as drainage area exhibits and other requirements will be included in
the stormwater permit Application submittal.
Sediment and Erosion Control measures for the site have been designed according; to
NCDENR details and specifications. All storm server inlets have been specified to
receive either Hardware Cloth and Gravel or Sand Bag Barrier Inlet Protection
throughout the project until final site stabilization has been attained. In adclilion to the
inlet protection noted, silt fence and rock check dams will be employed where necessary
in order to prevent sediment from leaving; the site and creating; erosive soil conditions. A
number of temporary sediment traps will be constructed during; the construction period
and removed once the contributing disturbed drainage areas have been stabilized.
S F P 1 4 2010

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SEP 1 4 WO

Storm Water Permit
Calculations
Watkins Village
Camp Lejeune, North Carolina
October 6, 2010
By:
Littlejohn Engineering
.1935 21" Avenue South
Nashville, '1'N 37212
(615)-385-4144
R4
.a
44
OC.T 1 2 2010

Storm Water Permit
Calculations
Watkins Village
Camp Lejeune, North Carolina
September 14, 2010
By:
Little John Engineering
1935 2 1 " Avenue South
Nashville, TN 37212
(b 15)-385-4144
S E P 1 4 2010

Buildings/Driveways/Walkways,
Roads:
Watkins Village - Phase 1
Impervious Area Draining to North Pond
Building Type:
# Units
Building Area/Unit
_Total Building Area
Driveway Area/Unit
Total Driveway Area
Walkway Area/Unit
Total Walkway Arga
1
2
3,200
6,400
1,300
3,900
200
600
V
1
4,300
4,300
1,500
1,500
150
150
VII
2.5
3,500
8,750
1,200
3,600
150
450
Vlll
5.5
3,500
19,250
1,400
8,400
150
900
IX
0
3,500
0
2,100
0
300
0
X
0
3,200
0
1,400
0
300
0
XII
0
4,500
0
1,500
0
150
0
Building Area Phase 1 = 38,700 SQ-FT
Driveway Area Phase 1 = 17,400 SQ-FT
Walkway Area Phase 1 = 21100 SQ-FT
Name
Width
Length (FT)
Area (SO. -FT)
On -Street Parking
Road "A"
29
540
15,660
0
Lift Station
Access Rd
12
365
4,380
0
Sidewalks:
Phase 1 Road Areas = 20,040 SQ-FT
Length: 1,566 FT
Width: 4 FT
Phase 1 Sidewalk Area = 6,264 SQ-FT
Lift Station Built Upon Area = 400 SQ-FT
Prase 1 Impervious Area
Draining to North Pond = 84,904 SQ-FT = 1.95 AC
1 , h 11I l Fa
Total New Impervious Area
Draining to North Pond = 778,565 SQ-FT = 17.87 AC
S EP 1 4 2010
L

Buildina s/DrivewaystW alkways:
Roads:
Watkins Village - Phase 2
Impervious Area Draining to North Pond
B if in Type:
# Units
Building ArealUnit
Tplal Building Area
Driveway AreafUnit
Total Driveway Area
Walkway ArealUnit
Total Watkway Area
1
10
3,200
32,000
1,300
13,000
200
2,000
V
3
4,300
12,900
1,500
4,500
150
450
VII
12
3,500
42,000
1,200
14,400
150
1,800
VIII
8
3,500
28,000
1,400
11,200
150
1,200
IX
9
1 3,500
31,500
2,100
18,900
300
2,700
X
15
3,200
48,000
1,400
21,000
300
4,500
XII
6
4,500
27,000
1,500
9,000
150
900
Building Area Phase 2 = U1,400 5Q-F I
Driveway Area Phase 2 = 92,000 SQ-FT
Walkway Area Phase 2 = 13,550 SQ-FT
Name
Width
Length (FT)
Area (So. -FT)
on -Street Parking
Bicentennial
34
1,730
57,955
0
Virginia
29
940
27,260
0
Florida
29
875
25,375
0
Road "A"
29
1,835
53,215
0
Road "B"
29
1,490
43,210
0
Alley "A"
16
1,720
27,520
1 0
Alley "B"
16
425
6,800
0
Alley "C"
16
345
5,520
0
Sidewalks:
Trails:
Phase 2 Road Areas = 246,855 5Q-FT
Length: 17,061 FT
Width: 4 FT
Phase 2 Sidewalk Area = 68,244 SQ-FT
Length" 1,670 FT
Width: 6 FT
Phase 2 Trail Area = 10,020 SQ-FT
Phase 2 Impervious Area Draining to
North Pond = 652,069 SQ-FT = 14,97 AC
SEP 14 2010

Watkins Village - Community Center
Impervious Area Draining to North Pond
Buildings:
Buildinq Type:
# Units
Tots Bu iding A€ea
Comm. Center Bldg
1
5,830
Pool Maintenance Bldg
1
730
AMCC Maintenance Bldg
1
3,090
Building Area = 9,650 SQ-FT
Parking:
Parking Areas = 14,158 SQ-FT
Sidewalks:
Length: 1,558 FT
Width: 4 FT
Off -Site Sidewalk Area = 6,232 SQ-FT
-•.
Misc.:
PoollWet Deck Area = 8,567 SQ-FT
Playground = 2,985 SQ-FT
Total Existing Impervious Area Draining to North
Pond = 41,592 SQ-FT = 0.95 AC
$EP 4 2�1Q
,i

Watkins Village - Phase 2 - Off -Site
Impervious Area Draining to North Pond
Bu ilding s/Dri vewaysM a Ikways:
au ing Type:
# Units
Total Building Area
Total Driveway Area
North Side of Street
12
14,473
7,027
South Side of Street
15
33,457
1 8,763
Building Area Phase 2 = 47,930 SQ-FT
Driveway Area Phase 2 = 15,790 SQ-FT
Roads:
Name Width Length (FT) Area (SO, -FT) On -Street Park
Delaware 28 1,522 42,616 0
Off -Site Road Areas = 42,616 SQ-FT
Sidewalks:
Length: 1,295 FT
Width: 4 FT
Off -Site Sidewalk Area = 5,178 SQ-FT
L
otal Existing Impervious Area Draining to
North Pond = 111,514 SQ-FT = 2.56 AC _J
SEP 1 4 Z010
3/10/06

Buildings/Driveways/W alkways:
Roads:
Watkins Village - Phase I
Impervious Area Draining to South Pond
Building Type:
# Units
Building Area/Unit
Total Building Area
Driveway Area/Unit
Total Driveway Area
Walkway Area/Unit
Total Walkway Area
1
13
3,200
41,600
1,280
16,640
190
2,470
V
1.5
4,300
6,450
1,480
2,960
140
280
VII
10
3,500
35,000
1,180
11,800
140
1,400
VIII
10.5
3,500
36,750
1,280
14,080
140
1,540
IX
0
3,500
0
2,080
0
300
0
X
0
3,200
0
1,380
0
300
0
Xll
12.5
4,500
56,250
1,480
20,720
140
1,960
Building Area Phase 1 = 176,050 SQ-FT
Driveway Area Phase 1 = 66,200 SQ-FT
Walkway Area Phase 1 = 7,650 SQ-FT
Name
Width
Length (FT)
Area (SO. -FT)
On -Street Parking
Road "B"
29
225
6,525
0
Road "C
29
1,100
31,900
0
Road " D"
29
650
18,850
0
Road "E"
29
675
19,575
0
Road T"
29
875
25,375
0
Road A*
29
75
2,180
0
Road C`
29
74
2,156
0
Road D*
29
90
2,624
0
Phase 1 Road Areas = 109,184 SQ-FT
' From Phase 3 of Watkins Village
Sidewalks
Length: 8,785 FT
Width: 4 FT
Phase 1 Sidewalk Area = 35,140 SQ-FT
S k p Length: 480 FT
2010 Width: 4 FT
Phase 3 Sidewalk Area = 1,920 SQ-FT

Trails:
Watkins Village - Phase 9
Impervious Area Draining to South Pond
Length: 2,430 FT
Width: 6 FT
Phase 1 Trail Area = 14,580 SQ-FT
Phase 1 Impervious Area Draining to
South Pond = 410,724 SO -FT = 9.43 AC
SEP142010
{ � 7 71 5y i vEv�)

Watkins Village Phase 3 - Impervious Area
Total Drainage Area= 34.92
Buildings 1 Driveways_-
B _ldiing_Ty�e:
# Units
Building Area / Unit
Total Building Area
Driveway Area I Unit'
Total Driveway Area
107
20
3,190
63,808
1,039
20,784
108
11
3,220
35,415
1,256
13,812
109
23
31703
85,179
1,678
38,599
110
7
3,702
25,914
1,678
11,748
111
7
2,684
18,788
607
4,250
112
4
2,924
11,696
768
3,071
113
3
3,030
9,090
837
2,510
Ex, Section 1**
9
1,928
17,350
0
0
Ex. Buildings**
3
1,400-7f-
4,200
0
0
Building Area = 271,439 SQ-FT
Driveway Area = 94,774 SQ-FT
Driveway Area includes House Sidewalks
" Existing Impervious Areas
Roads:
Name
Width
Length (FT)
Area (SQ.-FT)
On -Street Parking
Bus Stop Drop -Off .
Road A
29
2,047
59,363
0
42.0
Road B
29
575
16,675
0
596
Road C Section 1
29
605
17,545
0
0
Road C Section 2
23
410
9,430
2,206
0
Road D
29
1,212
35,148
0
420
Road E
29
704
20,416
0
0
Hawaii**
16
206
3,296
0
0
Sidewalks;
Trails;
Misc.:
Road Areas = 161,873 SQ-FT
On -Street Parking = 2,206 SQ-FT
Bus Stop Drop -Off = 1,436 SQ-FT
., Existing Impervious Areas
Length: 11,670 FT
width: 4 FT
Sidewalk Area =
Length
Width
46,680 SQ-FT
1,842 FT
6 FT
Trail Area 11,052 SQ-FT
Bus stops & Mail kiosks: 524 SQ-FT
Playground: 1,000 SQ-FT
0
Pond Access Drive: 2,179 SQ-FT o
Misc. Impervious Area= 3,703 SQ-FT
Total Impervious Area = 593,163 SQ-FT .-
0.
13.62 AC tIJ
cam:
Impervious Area of Total Drainage Area = 39%

Nugent Cove
Stage -Storage 'fables
Watkins Village Phase 3 - Wet Pond Stage -Storage Tables
ELEVATION
(1.71')
SURFACE AREA
(SQ 170
1=L1"V. VOLUNIE
(CU I.],)
SUB-VOLUi1lE
(CU Fr)
VOLUME
(AC F]')
9.95
24,221
0
0
0.00
10.00
24,406
3,651
3,651
().110
1 l .00
26,127
25,291
28,943
0.60
12,00
27,847
26,982
55,925
1,28
13.00
29,625
28,731
84,656
1.94
14.00
31,461
30538
1IS,i94
164
14.55
32,495
17,587
132,781
3,05
15.75
38,432
42,502
175,283
4M2
16.25
43,731
20,525
195,80S
4.50
16.75
49.509
23,295
219,103
5.03
17.00
50.391
12,487
231,590
5.32
18.00
53.990
52.178
283,761)
6.51
19.00
57.681
55.824
339.592
7.80
Porchay VOltlmc as a Pcrccntogc Of'fatal Pond VOILIDIC = 210%)
The Ibllowing illustrates the slags-Sloragc Iublc hroken down into forehay stage-
stonige avid main pond stage -storage.
MAIN BASIN STAGE STORAGE TABLE
ELEVATION
(Fl-)
WRrACE AREA
(SQ M')
f.LrV. VO1.UM1:
(CU 17)
SU13-VOLUME
(CU FI'}
9.85
19,744
0
0
10.00
19,906
2,974
2,974
11.00
21,003
20A52
23.426
12.00
22,128
2.1.563
44,989
13.00
23,280
22,701
67,090
14.00
24,459
23,867
91,557
14.55
25,1 19
13,634
105,191
15.75
2S,864
32,364
137,555
1625
32,159
15,249
152,803
Averai-re Depth Calculations:
Option 2: Equation on page 10.13 from
NC DENR
BMP Manual
Arca ol' PP =
43,731 SQ-F1'
11P Elevation =
16,25
Area of Bottom Shelf=
38,432 SQ-1-1'
Bottom Shelf 1levation =
15.75
Area of Bottom Pond =
24,221 SO -Fr
Bottom Pond Elevation =
9.85
Depth =
5.90 PT
Depth (av) =
5.28 11.1'
`I'emporarr Storage VDlume Calculations:
Required 13" Runoff' Volume =
1.75 AC FT
76,238 CU F.I.
Temp. Pool Volume + Perm. Pool Volume=
272,046 CU FT
Find Exact Corresponding, BNlP
Surface Elevation:
NcX1 LUwCI' I'nnd Contour=
17
Next Higher fond Crnnour=
18
Lower Contour V01W11E =
231,590
I ligher Conlour Volume =
283,709
Corresponding; RNIP
Surface Elevation =
17.78
Top o.l' Wall hlcr olion= 18.INi
FOREBAY STAGE -STORAGE TABLE
1=LEVATION
(FT}
SURFACE AREA
(SQ F
1-LEV. VOLUME
(CU I--f}
SUB -VOLUME
(CU IT)
9.85
4.477
U
U
10.00
4.559
678
678
I 1'00
5,124
4,839
5.517
12,00
5,720
5,419
10,930
13.00
6.345
0,030
16,966
14.00
7.002
6,671
23,637
14.55
7.375
3,953
27,590
15.75
9,568
10,138
37.72E
10.25
11,572
5,277
43,005
SEp 1 i
4 2010
t

Watkins Village Phase 3 - Wet Pond Calculations
Drainaae Area:
Total Drainage Area =
34.92
AC
Existing Impervious Area =
0.57
AC
Proposed Impervious Area =
13.05
AC
Total Impervious Area =
13.62
AC
Percent Impervious =
39%
Permanent Pool Depth =
5.5
FT
Pond Surface Area:
SA / DA Ratio = 2.44
Surface Area Required = 37,115 SQ-FT
0.85 AC
Surface Area Provided = 43,731 SO -FT
1.00 AC
(Average Depth calculated from pond configuration)
{ Taken from NC DENR BMP Manual SA / DA Ratios
for Coastal Counties - Table 10-4. )
( SA/DA Ratio 1 100 ' Drainage Area )
( From wet pond stage -storage tables )
Volume to be Controlled:
Volume (V) =
Design Rainfall } R_v ' Drainage Area
Volume associated with 1.5" of rainfall.
R_v = 0.05 + 0,009
" I I = Percent Impervious = 39%
R_v =
0.401
Design Rainfall =
1.5 IN
Drainage Area =
34.92 AC
Volume (1.5') =
1.75 AC -FT
76,238 CU-FT
Drawdown Time Calculations:
Temporary Pool Depth:
1.75 FT
Average Head on Orifice:
h = 0.58 FT
Orifice Equation = Q = C_d ' A'
(2'g'h)^112
C d =
0.6
3-IN ORIFICE A =
0,049 SQ-FT
Q =
0.18 CFS
V/Q =
422,326 SECONDS
=
4.89 DAYS
3.5-IN ORIFICE A =
0.067 SO -FT
Q =
0.25 CFS
VIQ =
310,280 SECONDS
=
3.59 DAYS
4-IN ORIFICE A =
0.087 SO -FT
Q =
0.32 CFS
VIQ =
237,558 SECONDS
=
2.75 DAYS
4.5-IN ORIFICE A =.
0A10 SO -FT
Q =
0.40 CFS
VIQ =
188,462 SECONDS
=
2.18 DAYS
Therefore a 3.5-IN Orifice will provide acceptable drawdown time.
OCT 1 2 2010
BY:

$111MACTEC
engineering and construding a better tomonow
,fartuary 29, 2010
Mr. 'Bolas I. Davis, P.E.
Littlt jjolot I:sngincering AsSouiat s
1935 21" Avenue. South
Mudivill(;,'M 37212
5talr,jcct: Prelim'rttary ;soil Evaluation
Watkins Villa c 1'ltase .1
Camp Lejeune, North Carulirta
MACC1-C Project 6470-10-0022
Dear Mr, LhI%,i%;
MAC E,'C,' I nginei rin,, and C'otisttlting. file. (MAM"k,C) is. pleased to suhmil this rVI)O11 C011ccs'ning dle.
prclimilta€ry Soil Cvaltsntiolt [br.t proposcd stf3.•ntwa€ta• detention pond within the Watkins Viila-C, I'llaw, 3
at Camp Lu'jeuou, North Gn'olina (project site). This report address the scopt; of services detailed in
MACT C's proposal 10-RAIL-041 dated January 22, 2010. The report tlocllmClltr the 1110110dalogy used
to a€sscss the approximate depth to a seasonal high water ruble (SI-lVb'`I t.
Baekgromid and NN10hodnlogy
The pro.jeo site is locatcd within ([to Watkins Vilkige. Plwse 3 vicinity un Marine Corps Base Camp
E.t_ emic, Onslow C01,1111y, North Carolina. The a€rCEt CVa1L1HICd is CaSt of Slonc Street ;nut norlhwest ill'
Wallace Ci=k. The project site is tltldek'Clupt:cl forested land.
A MACTEC: Soil scientist conducted a preliminary evaluation of the sails Withitr three areas proposed for
a storntwater detention pond on .himiziry 20, 2010, One hand-atugc.r horinl;s +;€s advanced at .I pre-
ciclGrntinr d hor'ing localion. This Cva111,16nn iiscluclud 11CId cicscripticnls i'csr soil luxtttl•G; Color; strticulrc;
,utd 111C appr•oxinsate de.ptli to SHWT if' possihlc. Thu SHWT depth was halsa:'d oil sail cltar,tct4t'isiits
throu,h icicntil'ication ol, low chronm rcdo-Omorplik: lLttttlt'GS (mettles). All depills prescmed are i�elow
the land s€n•fa€ce.
Findings
The sclik in the Vicinity O'tits: t€rc;aS evnlL1,MCd within iltc project site lu'C tttt€l)[Ml is 13uy1lteelcfC t'inc sand
sail series nucnrding to thc; .Soil Surve,r ral'Onslovr C:'ounly, North Carolina (USDA 1992). The soil boring
ruvealud soils gcrlarally silttilar Ire tltc lbytttcadc soil series,
The Baymeade mine sand sail series consists of well drained soils on low ridt;Cs alnd ConvCx tllii.tncls.
These %Oils l'nrmt:d in coarse texall-ed sediments with slopes ranging front 0 to 6 percent. The SHWT
depth was basal on soil charaetcrislics through identification of low chroma molllus. The low clu•(sma
molilus st€ggest past L:m1cltttons of Saturation and reducing soil condit11)Its.
1 vidence or a SHWT was observed at approxinmatcly 45 inches below the exiStinl; lurk[ SHITI-ICU ill the WC;I
evaluutcd.
MA( TEIC Eughiccring and Cousutting, tic.
;t:itlt Allatttiu Aventsc • 1161vigh, Ni.: 27W4 • Ph m<,. 919iNO.t 116 • Fats: (Ji9.831.,M h -qi' P 1 4 2010
www.mactec.com

ti
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GEOTECHNICAL ENGINEERING REPORT
PROPOSED FAMILY HOUSING — WATKINS VILLAGE AREA
MCB CAMP LeJEUNE, NORTH CAROLINA
TERRACON JOB NO. 70055012
July 12, 2005
Prepared for:
LITTLEJOHN ENGINEERING ASSOCIATES
Nashville, Tennessee
Prepared by:
1rerracon
5240 Green's Dairy Road
Raleigh, North Carolina 27615
[phone]
SFP 14 2010

July 12. 2005
Littlejohn Engineering Associates
1935 Twenty -First Avenue South
Nashville, Tennessee 37212
Attention: Mr. Thomas Davis, PE
Subject: Geotechnical Engineering Report
Proposed Family Housing — Watkins Village Area
MCB Camp LeJeune, North Carolina
Terracon Project No. 70055012
Dear Mr, Davis:
"Irerracgin
Consulting Engineers & Scientists
Teiracon C:onsul;anls, Ina.
E2,10 Crr=.ren's I>Jfy Roacl
Raleigh,'+ortli (.:ariAn�# 27n16
Phone 919.873.F231
Fax
WWI LEMaCor1.Carr',
Terracon is pleased to present this Geotechnicai Engineering Report for the proposed
military housing project in the Watkins Village area at MCS Camp LeJeune, North Carolina.
Our services were provided in accordance with Terracon Proposal No. P05-0067 dated
February 24, 2005. Findings, conclusions and recommendations given in this report are
subject to the `'Genera! Comments" section of this report.
Terracon has also performed geotechnical engineering services for additional housing
developments within the Tarawa Terrace, Knox Park, and Paradise Point areas of Camp
LeJeune. Reports for these additional areas will be submitted under separate cover.
Please contact us if you have any questions or comments regarding this report. We are
available to discuss our recommendations with you and to provide additional services as
necessary during the final design and construction phases of this project.
Sincerely, ,4°'jt' Cad
lrerracon��
ram CI
Matthew S. Balven, P.E. Barney C. Hale, P.E.
Project Engineer Principal
Registered, North Carolina 030731'"a',uaG Registered, North Carolina 11285
DOvering Success for Clients and Employers Since 1965
More Than 70 offices Nationwide
3
qFP 1 4 2010
i
P
c

TABLE OF CONTENTS
INTRODUCTION-------------------------------------------------------------------------------------------------- 1
PROJECT DESCRIPTION------------------------------------------------------------------------------------- 1
SITE EXPLORATION PROCEDURES---------------------------------------------------------------------- 1
SITE CONDITIONS--------------------------------------------------------------------------------------------- 2
SUBSURFACE CONDITIONS -------------------------------- ------------- ---------------------------------- 3
RegionalGeology-------------------------------------------------------------------------------------------- 3
SoilConditions -------------------------------- —----- —------------------------------------------------ — --- --- 3
Groundwater Conditions-------------------------------------------------------------------------------------- 3
ENGINEERING RECOMMENDATIONS-------------------------------------------------------------------- 4
Geotechnical Considerations -------------------------------
Site Preparation -----------------------------------------------
Earthwork-------------------------------------------------------
Shallow Foundations -------------- ------------- ---------------
Seismic Site Classification ----------- ------------------------
Slabs------- ------- -------------- ------ ----- ----------------
Full-Depth Pavements --------------------------------------
Overlay of Existing Pavements ---------------------------
GENERAL COMMENTS----------------
APPENDIXSite Location Plan
Boring Location Plan
Boring Logs
Laboratory Compaction Characteristics of Soil
California Bearing Ratio Test Report
Crushed Aggregate Gradation Plot
General Notes
Unified Soil Classification System
---------------------------- 4
-------------------------- 5
---------------------------- 5
-------------------- -------- 6
—----- --------------------- 8
—---------------------- --- a
-------------------- -------- 8
------------------------- — 10
11
5 E P 14 2010

GEOTECHNICAL ENGINEERING REPORT
PROPOSED FAMILY HOUSING — WATKINS VILLAGE AREA
MCB CAMP LeJEUNE, NORTH CAROLINA
PROJECT NUMBER 70055012
July 12, 2005
INTRODUCTION
The subsurface exploration for the proposed military housing at the Watkins Village area in
MCB Camp LeJeune, North Carolina has been completed_ Thirty-eight soil borings were
performed to depths of 10 to 15 feet within the Watkins Village area. Individual boring logs
and a Boring Location Diagram are included with this report_ The purpose of this
geotechnical study was to explore the general subsurface conditions at the project site and to
evaluate these conditions with respect to the design and construction of earthwork,
foundations, floor slabs, and pavements for the project. Our scope of services included
drilling soil test borings, performing engineering analyses and preparing this report of our
findings and recommendations.
PROJECT DESCRIPTION
The proposed Watkins Village housing project is part of a larger housing development project
at Camp LeJuene which will include developing four designated areas. These areas include
Tarawa Terrace, Knox Park, Watkins Village, and Paradise Point. The majority of the
proposed development sites are currently occupied with existing residential structures,
asphalt paved streets, and utilities. The existing structures at these sites will be razed and
replaced with new housing and a community center. We understand the new residential
structures and community center will be one to two -stories and will be wood -framed with
options for concrete slab -on -grade floors or raised wood floors with crawl -space. Maximum
wall loads are estimated to be on the order of 2 kips per lineal foot. We expect only minor
grade changes will be required to develop the sites.
The north portion of the proposed Watkins Village redevelopment area is currently occupied
by the existing housing structures, asphalt strccts, and green space. The south portion of
the proposed redevelopment area is undeveloped and wooded. The approximate location of
the Watkins Village area is shown on Drawing No. 1 in the Appendix.
SITE EXPLORATION PROCEDURES
In order to explore the general subsurface conditions in the Watkins Village area, Terracon
subcontracted J & L Drilling to drill 38 soil test borings to depths of 10 to 15 feet below
existing grades. The borings were advanced at the approximate locations shown on Drawing
No. 2 in the Appendix. The borings were located in the field by Terracon personnel.
S EP 1 4 2019

Proposed Family Housing —Watkins Village Area
Terracon Project No. 70055012
July 12, 2005
1%rracon
The soil test borings were performed by power drilling rigs mounted on truck and all -terrain
vehicles using continuous flight augers to advance the borings. Representative soil samples
were obtained by the split -barrel sampling procedure in general accordance with local
practices.
In the split -barrel sampling procedure, the number of blows required to advance a standard
2-inch O.D. split -barrel sampler the last 12 inches of the typical total 18-inch penetration by
means of a 140-pound hammer with a free fall of 30 inches, is the standard penetration test
(SPT) resistance value (N-value)_ This value is used to estimate the in -situ relative density of
cohesionless soils and the consistency of cohesive soils. The sampling depths, penetration
distance, and standard penetration resistance values are shown on the boring logs. The
samples were sealed and delivered to the laboratory for testing and classification.
Field logs of each boring were prepared by the drill crew. These logs included visual
classifications of the materials encountered during drilling as well as the driller's
interpretation of the subsurface conditions between samples. Final boring logs included with
this report represent an interpretation of the driller's field logs and a visual classification of
the soil samples made by the Geotechnical Engineer.
SITE CONDITIONS
The Watkins Village project area is located southeast of the intersection of Stone Street and
Delaware Avenue. The north portion of the site (north of Bicentennial Avenue) is currently an
occupied housing development with numerous multi -family structures. Based on
observations during site visits, no significant structural damage due to excessive settlement
was evident at the exterior of the structures. The existing roads within the development
consist of asphalt pavement. The area between structures is generally grass -covered. The
area south of Bicentennial Avenue is undeveloped and is currently wooded, Several small
streams and drainage ditches extend through the wooded area.
Existing site grades were not available; however, based on visual observation the site
appears to relatively flat. Streams in the wooded area have eroded channels 4 to 10 feet
deep.
2
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Proposed Family Housing —Watkins Village Area lferracon
Terracon Project No. 70055012
July 12, 2005
SUBSURFACE CONDITIONS
Regional Geology
The project site is located in the Coastal Plain Physiographic Province. The Coastal Plain
consists mainly of marine sediments that were deposited during successive periods of
fluctuating sea level and moving shoreline, The soils in this province consist of sands, silts, and
clays with irregular deposits of shells, which are typical of those laid down in a shallow sloping
sea bottom. Alluvial sands, silts, and clays are typically present near rivers and creeks.
Soil Conditions
The subsurface conditions encountered in the borings are shown on the boring logs and are
briefly described below, The stratification lines shown on the boring logs represent the
approximate boundaries between soil types; in -situ, the transition between materials may be
gradual and indistinct. Subsurface conditions can also vary between boring locations.
Surface vegetation underlain by about 3 to 12 inches of topsoil was encountered at the
surface at borings performed in the existing development. Most of the topsoil was removed
during the clearing operation at borings in the wooded areas. Natural marine deposits were
generally encountered below the surficial materials. The natural deposits consisted
predominately of tan, brown, and gray, fine sand (SP, SM) with varying amounts of silt, The
sand was typically loose to medium dense. Interbedded layers of clay, silt, and clayey sand
were encountered at some of the borngs. Zones of very loose sand and soft clay were
encountered at some of the borings. The very loose J soft soil was generally encountered
below a depth of 8 feet. The borings were terminated in the sand or clay at depths of 10 to
15 feet.
Please note that wetlands delineation, the assessment of environmental conditions or
chemical testing for the presence of contaminants in the soil or groundwater of the site were
beyond the scope of the geotechnical services provided.
Groundwater Conditions
Water levels were measured in the open boreholes after a stabilization time of approximately 24
hours. After the stabilization time, groundwater was measured at borings WV-2, WV-5, WV-8,
WV-12, WV-13, WV-17, WV-26, WV-33, and WV-34 at depths of 3 to 8 feet. The remaining
borings caved in at depths ranging from approximately 2.5 to 12.5 feet. Stabilized water levels
could not be obtained below the cave-in depth. Borehole cave-in in sandy soils typically occurs
near the groundwater level. Based on our previous experience in the area, the groundwater
depths of 3 to 8 feet measured in the borings indicate a reasonable range for groundwater at the
3
S p 1 4 2010

Proposed Family Housing -- Watkins Village Area
Terracon Project No_ 70055012
July 12, 2045
lferracon
site. Additionally, there is a potential for more shallow perched water to occur within the near
surface sand soils above the less permeable clay.
The groundwater level observations made during our exploration provide an indication of the
groundwater conditions at the time the borings were performed. Longer monitoring in
piezometers or cased holes would be required to evaluate longer -term groundwater conditions.
Fluctuations in long-term groundwater levels and presence of perched water should be
expected throughout the years depending upon variations in the amount of rainfall, runoff,
evaporation, and other hydrological factors not apparent at the time of the borings. Seasonal
high groundwater levels are expected to occur during or just after the typically wetter months
of the year (November through April).
ENGINEERING RECOMMENDATIONS
Geotechnical Considerations
The subsurface conditions encountered at the borings are generally typical for Onslow
County and the Camp LeJuene area, Based on the results of the exploration, the residential
structures and community center can be supported on shallow foundations bearing in tested
and approved native soils and new engineered fill material. However, at borings WV-5, WV-
27, WV-28 through WV-32, WV-34, WV-35, WV-37 and WV-38 the near surface sand is very
loose to loose. The very loose to loose sand typically extends to depths of 2 to 3 feet, with
the exception of boring WV-38 where loose soils extend to a depth of 6 feet. Due to the
presence of shallow, loose sand, we recommend subgrade improvement be performed to
develop support of footings and floor slabs_ Based on the relatively shallow depth of low
density soils over the majority of the site, we expect they can be improved by densification
with a vibratory roller. However, because of the potential for low strength soils to greater
depths we also recommend close observation and testing of footing bearing materials during
construction.
Adequate support of shallow foundations will strongly depend on the quality of site
preparation and earthwork operations, and will require in -place stabilization of any low
strength near surface soils and the proper compaction of new engineered fill. Any low
strength soils which are not improved during vibratory rolling should be removed and
replaced with select fill below foundations.
Recommendations for the design and construction of foundations, and the support of on -
grade slabs and pavements are provided below.
4 SEP 1 4 2010

Proposed Family Housing — Watkins Village Area Irerr7Con
Terracon Project No. 70055012
July 12, 2005
SITE PREPARATION
Grass, topsoil, and asphalt pavement (not to be reused) should be stripped and removed from
the construction areas. Topsoil may be re -used in areas to be landscaped. Topsoil should not
be used as structural fill or backfill. The stone base course associated with asphalt pavements
can remain in place, but should be evaluated with respect to its impact on future landscaping.
As part of the demolition, building foundations and slabs and abandoned drainage structures
should be removed full -depth. Existing utilities that are to be abandoned should be removed or
filled with grout. Trees and major root systems should also be removed full -depth from
construction areas. The excavations resulting from removal of existing structures, utilities, and
trees should be properly backfilled with compacted structural fill as described in the Earthwork
section of this report. Utilities that are to remain in service should be accurately located
horizontally and vertically to minimize conflict with new foundation construction.
After demolition and stripping is completed, the exposed subgrade soils in areas to receive fill or
at the subgrade elevation in cut areas should be densified in -place using a medium to heavy
weight smooth drum vibratory roller. The intent of the vibratory rolling is to densify existing,
shallow loose soils and to repair subgrades that were disturbed by demolition/stripping activities.
The vibratory rolling should be performed after a suitable period of dry weather to avoid
degrading an otherwise acceptable subgrade and to reduce the amount of undercutting
required. The vibratory rolling should consist of six passes, with the second set of three passes
being perpendicular to the first set of three passes. A qualified geotechnical engineer should
observe the rolling operation to aid in delineating problem soil areas. Based on the borings, we
expect the majority of the low strength near surface soils could be improved by densification;
however, soils that do not improve should be undercut as directed by the geotechnical
engineer's representative and replaced with approved structural fill. We do not expect
overexcavation depths greater than 2 to 3 feet over the majority of the site; however, slightly
deeper overexcavations may be required in the vicinity of boring WV-38.
Earthwork
Structural fill and backfill placed at the site should consist of fine to medium sand (SW, SP, SC,
SM). All fill material should be free of organic material or debris. Low plasticity cohesive fill (CL,
MIL) may be used where the fill zone will be thicker than 18 inches and for utility trench backfill.
With the exception of topsoil and rootmat, the on -site soils may be reused as structural fill. Any
soils excavated from below the water table will require drying to achieve adequate compaction.
Excess topsoil may be reused in areas to be landscaped.
5
SEP 1 4 2010

Proposed Family Housing — Watkins Village Area
Terracon Project No. 70055012
July 12, 2005
NEFF@ on
It may also be feasible to reuse concrete materials obtained from demolition of structures as
base course below pavements, provided they are crushed to an acceptable size and gradation.
This alternative is further discussed in the "Pavements" section of the report.
Structural fill should be placed in maximum 9-inch thick loose lifts at a moisture content within 3
percent of the optimum moisture content of the material as determined by ASTM D 698
(standard Proctor). Each lift of fill placed within structural areas should be uniformly compacted
to a dry density of at least 95 percent of the maximum dry density of the material determined
according to ASTM D 698 (standard Proctor). Utility trench backfill in landscaped areas may be
compacted to at least 90 percent of the standard Proctor maximum dry density.
The geotechnical engineer's representative should perform in -place field density tests to
evaluate the compaction of the structural fill and backfill placed at the site. We recommend a
testing frequency of one test per lift per 2,500 square feet of fill area within the building and
pavement areas. At least one test per lift per 100 lineal feet of utility trench should also be
performed.
We recommend that the proposed cut and fill slopes be no steeper than 3H:1 V. We also
recommend that the soils exposed on all slope faces be compacted with track -mounted
equipment prior to final seeding and mulching. Surface water runoff should be directed away
from the slopes.
Shallow Foundations
Based on the results of the borings, the structures may be supported on shallow foundations.
We understand conventional footing foundations with slab -on -grade floors or monolithic
turndown slab construction will be considered for support of the buildings. Shallow
foundations can bear in tested and approved new fill materials underlain by suitable natural
soils or directly on approved native soils. This assumes the loose near surface soils are
improved or are removed full -depth prior to placing fill material.
Footings bearing in tested and approved fill material and native soils consisting of loose to
medium dense sand and stiff clay can be designed for a maximum net allowable soil bearing
pressure of 2,000 pounds per square foot (psf). The recommended net allowable bearing
pressure is the pressure in excess of the minimum surrounding overburden pressure at the
footing base elevation.
Perimeter footings and footings beneath unheated areas should bear at a minimum depth of 12
inches below lowest adjacent finished grade for frost protection and protective embedment.
Footings poured monolithically with the floor slab as a turndown thickened slab are common
in residential construction. This type of foundation is acceptable for the support the
M
SEP 14 2010

Proposed Family Housing — Watkins Village Area
Terracon Project No. 70055012
July 12, 2005
lrerracon
structures; however, adequate reinforcement should be provided between foundation
elements and the floor slab to reduce the risk of slab cracking as a result of differential
settlement.
Per the 2000 IBC with North Carolina Amendments, footing foundations should be sized so that
the allowable bearing capacity of the soil is not exceeded, and that differential settlement is
minimized. The minimum width of footings should be 16 inches and the minimum width of
turned down slabs shall be 12 inches.
Based on the relatively shallow depth of low density soils over the majority of the site, we
expect they can be improved by densification with a vibratory roller. However, because of
the potential for low strength soils to greater depths we also recommend close observation
and testing of footing bearing materials during construction.
As stated previously, loose soils were encountered to depths of 2 to 3 feet at several borings and
to a depth of 6 feet at boring M-38. We expect relatively shallow soils will be improved by
vibratory rolling during site preparation. However, where loose soils exist at depths much
greater than 2 feet, we expect only minor improvement could be achieved at the greater depth
by vibratory rolling. Because of the potential for low strength soils to be present below footings
we recommend close observation and testing of foundation bearing conditions during
construction. This testing should consist of performing hand auger probes and dynamic cone
penetrometer testing at selected locations to a minimum depth of 5 feet below the footing
bearing level. If unsuitable materials are encountered, they should be overexcavated to a depth
recommended by the geotechnical engineer and replaced with washed, crushed stone meeting
the gradation requirements of NCDOT size No. 57 or 67. When washed, crushed stone is used
as the replacement material, additional compaction of the stone is not required.
The foundation settlement will depend upon the variations within the subsurface soil profile, the
structural loading conditions, the embedment depth of the footings, the thickness of compacted
fill, and the quality of the earthwork operations. Assuming that footing construction is performed
in accordance with our recommendations, it is our opinion that total settlement will be about 1
inch or less. Differential settlement between columns on the order of 112 of the total settlement
should be anticipated.
The base of all foundation excavations should be free of water and loose soil prior to placing
concrete. Concrete should be placed as soon as possible after excavating to minimize
bearing soil disturbance. Should the soils at the bearing level become disturbed or
saturated, the affected soil should be removed prior to placing concrete.
7 SFP 14 2010

Proposed Family Housing — Watkins Village Area I`erracon
Terracon Project No. 70055012
July 12, 2005
Seismic Site Classification
Based on our experience at Camp LeJeune and the Jacksonville area, sites in this region
typically classify as Site Class Type D or Site Class Type E as described in Section 1615.1.1 of
the 2002 North Carolina State Building Code (2000 International Building Code with North
Carolina Amendments). The distinction between Site Class Type D and Site Class Type E in
this area typically depends on the thickness and consistency of clay seams within the upper 100
feet. Based on our borings to depths of 10 to 15 feet, a distinction can not be made regarding
the appropriate Site Class. If desired, additional borings or cone penetration tests (CPT) could
be performed to a depth of 100 feet to better determine the Site Class_
Siabs
Ground -level floor slabs may be supported on properly compacted fill or suitable natural soils
consisting of loose to medium dense sand and stiff clay. All unstable near surface soils should
be improved by compaction or removed and replaced as discussed in the "Site Preparation"
section of this report. Provided the floor slab subgrade is prepared as recommended in the
"Site Preparation" section and fill is placed and compacted properly, floor slabs should be
adequately supported.
We recommend an impermeable moisture retarder (vapor barrier) be provided beneath all
building floor slabs with moisture sensitive coverings to prevent a damp slab condition. When
moisture retarders are used, precautions should be taken during the initial floor slab concrete
curing period to reduce differential curing and possible curling of the slabs. The
recommendations provided in ACI 302 should be followed_
The floor slabs should be designed to resist the anticipated dead and live loads. We
recommend that the floor slabs be designed using a modulus of subgrade reaction (k) of 100
pounds per cubic inch, with saw cut control joints. We recommend that construction joints in
the slabs include dowels or keyways to improve load transfer across the joints and to reduce
the potential for differential vertical displacement across the joints.
Full -Depth Pavements
Based on the conditions encountered at the borings, the pavement subgrade soils will typically
consist of silty sand, sandy clay, or new fill material. These soils are generally marginal for
pavement support due to the potential for softening and strength loss with increases in moisture
content. The laboratory CBR test performed on soil from the location of WV-15 indicates a CBR
on the order of 12.
s
SE=P 1 4 2010

Proposed Family Housing — Watkins Village Area
Terracon Project No. 70055012
July 12, 2005
Iferracon
Loose near surface soils were encountered at some boring locations. We recommend
densifying the near surface soils with a vibratory roller as discussed in the "Site Preparation"
section. Unstable soils that do not improve should be removed and replaced with an approved
granular fill material.
Design traffic patterns and loading conditions were not available. However, we anticipate the
roadways will receive automobile traffic with occasional delivery and trash removal trucks.
Considering the anticipated traffic, we have provided typical residential pavement sections for
use in preliminary design_ A qualified engineer should review the provided pavement sections,
when information is available regarding traffic loading.
PAVEMENT TYPE
MATERIAL
THICKNESS (INCHES)
Rigid
Concrete
5
(4,000 psi)
Crushed Stone
(NCDOT ABC, Type A or B)
4
Flexible
Asphalt Concrete
2'S
(NCDOT Type S-9.5A or 1-2)
Crushed Stone
6
(NCDOT ABC, Type A or B)
Recommended paving material characteristics, taken from the North Carolina Department of
Transportation (NCDOT) Standard Specifications for Roads and Structures, are included with
each pavement design recommendation. We note that the 2002 NCDOT Standard
Specifications for asphalt materials are based on "Superpave" mixes (S-9.5A). Asphalt materials
that have been traditionally used for commercial projects (Type 1-2 surface course) are covered
under the 1995 NCDOT Standard Specifications.
Asphalt and crushed stone base course materials should conform to the applicable North
Carolina Department of Transportation (NCDOT) "Standard Specifications for Roads and
Structures", Sections for Aggregate Base Course material, Hot Mix Asphalt Base Course, and
Surface Course. Concrete pavement should be air -entrained and have a minimum compressive
strength of 4,000 psi after 28 days of laboratory curing per ASTM C-31.
As an alternative to crushed stone base material, recycled concrete obtained from the
demolition of existing structures could be used below pavements provided it is crushed to an
appropriate gradation. We recommend the crushed concrete conform to the following
gradation. A plot of the gradation range is also provided in the Appendix.
9 SEP 1 4 2010

Proposed Family Housing — Watkins Village Area
Terracon Project No. 70055012
July 12, 2005
1rerraoon
Sieve Size
U.S. Sieve 1(mm)
% Passing
1-112" (38.1)
100
1" (25.4)
75 — 97
112" (12.7)
55 — 80
44 (4.75)
35 — 55
# 10 (2.0)
25 — 45
940 (0.425)
14 — 30
# 200 (0.075)
4 — 12
Prevention of infiltration of water into the subgrade is essential for the successful
performance of any pavement. Both the subgrade and the pavement surface should be
sloped to promote surface drainage away from the pavement structure.
Overlay of Existing Pavements
We understand it may be desired to leave a portion of the pavements associated with the
existing housing development in -place and overlay them with asphalt for the new development.
Based on our observations and borings, an asphalt overlay would be feasible where grade
changes will not be significant.
Based on visual observation, the existing pavements consist of asphalt at the surface. No
information was obtained regarding the existing pavement section thickness. However, based
on our site visits, the asphalt pavement surface appears to be in good condition with no major
distress or cracking.
Considering the existing pavement conditions and assuming the roads will be traveled by similar
traffic with the new development, we recommend a 2-inch asphalt overlay be used.
There is a potential for reflection cracks to develop in the overlay where cracks are present in the
existing pavement. The rate and severity of reflection cracking can be reduced by properly
sealing cracks and patching distressed areas associated with base and subgrade failures, such
as alligator cracked areas, potholes, etc. Areas containing wide transverse or longitudinal
cracks or other random cracks should also be patched.
The use of Petromat or an equivalent geotextile prior to constructing the asphalt overlay may
retard the development of reflective cracks. Some reflective cracks would still likely occur over
time and should be expected.
10 SEP 1 4 2010

Proposed Family Housing - Watkins Village Area I`erraCan
Terracon Project No, 70055012
July 12, 2005
GENERAL COMMENTS
Terracon or another qualified geotechnical engineer should be retained to review the final design
plans and specifications so comments can be made regarding interpretation and implementation
of our geotechnical recommendations in the design and specifications. Terracon or another
qualified construction materials testing firm should also be retained to provide testing and
observation during excavation, grading, foundation and construction phases of the project.
The analysis and recommendations presented in this report are based upon the data obtained
from the borings performed at the indicated locations and from other information discussed in
this report. This report does not reflect variations that may occur between borings, across the
site, or due to the modifying effects of weather. The nature and extent of such variations may
not become evident until during or after construction. If variations appear, we should be
immediately notified so that further evaluation and supplemental recommendations can be
provided.
The scope of services for this project does not include either specifically or by implication any
environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or
prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the
potential for such contamination or pollution, other studies should be undertaken.
This report has been prepared for the exclusive use of our client for specific application to the
project discussed and has been prepared in accordance with generally accepted geotechnical
engineering practices. No warranties, either express or implied, are intended or made. Site
safety, excavation support, and dewatering requirements are the responsibility of others. In the
event that changes in the nature, design, or location of the project as outlined in this report are
planned, the conclusions and recommendations contained in this report shall not be considered
valid unless Terracon (or other qualified engineer) reviews the changes and either verifies or
modifies the conclusions of this report in writing.
11
;EP 1 4 2010

API'ENDIX
SEP 1 4 2010

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1
SITE LOCATION PLAN
PROPOSED FAMILY HOUSING
WATKINS VILLAGE AREA
MCB CAMP LeJEUNE, NC
r
Irerracon__
PROJECT NO.: 70055012
DATE: 5l212005
DRAWN BY: MSB
SCALE: NTS IDRAWING NO. I
SEP 1 4 Z010

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�KDCMD
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wv-
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BW.V-19
"`xCJJ} J ll WV-l2 l �
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9WV-1.6�
$WV-17 f
JV-33 9WV-14 49WV-F5
&WV-23 GVV-24 �9WV-25
J
/
SW V-32
9WV-31 �WV-3 3
SWV-29
9WV-27
/
&WV-34 SWV-35
&W V-36
,sWV-20
i
94V-38
SWV-29
SWV-37
F�
WATKIN5 VILLAGE
Irerrepcon EXISTING CONDITIONS WITH BORINGS
S E P 1 2010 524RAiLGAg�C S A1278M
18D
PHONE: 9t 873-2211
FAX c�19 $73-9555 TERRACQN PROD NO. 70055012
CHECK MSB I DRAWN: ACH DATE: 3/17/05 1 SCALE: I"=250' DWG. N0. 2

12.0
15.0
DESCRIPTION
3" TOPSOI L.
Tan -hi tm n, moist, loose lu mudirnll dense, �,IIIV II11C
SAND (SM).
MOiSILII-C C(MILAIt un S-2: XY—1
Wns}tcd No. 200 sievc on S-2: P20I1= 42.,.
Reddish-}cllow, moist_ medium 1lensc. Clavev. line to
medium SAND (SC).
Boring Icrminated ,it 15 fcc�.
Cave in m 6 ICCI after CompIction.
40.0
Cklssilicrt IN NISB
Driller: 1 & L Drilling 4l
Drill lkis: CIN11? 45
BoringType: l ISA
S 17 E KI Y S1-1FFT FOR I`?CPI_ANATI0N
OF SYMBOLS AND ABBRELMATIONS
• PENI "I'RATION - BL.ONVSIFOOT
t11 L11 ? all 61I MI IIIII
• � � HMN
•
1I
BORING LOG
BORING NUMBER %VV-M
DATE 1)R11,1_E1) 3/29/2005
PROJECT NU,iIll ER 70055012
PROJECT Cams) I-C,ICLInC E-IcnlSins
PACE I OF I
Irerracan

DEPTH
(17T.)
u"n
1.0
8.0
DESCRIPTION
40,0
clu%silicd By: NMI S E P 1 4 2010
Driller: ! & I. Drilling
Drill Rig: U\-11i45
;wringTyp : IINA
GR(>IFVAN'A'I I7R RI7AI)IXGti
!YA'1'IE 'll\Ili Ulil'fll FLFiG\TIUN �I'.\Ifll"IL,�'t7U�"fitlLi
d'•, Ili L?n� 'F41R
SL`•I- KEY S1•II?FT FOR I YPLANATION
OF' SYMBOLS AND ABBREVIATIONS
• PEAETRA"I"ION - 131.OWSI1-00'1'
iU ?II ail JI! GII SO
BORING LOG
13C RINC NUNIBER %VV-02
I)A'1'E I)RILLE-1) 4/412005
PR0.4EC"I' N'U,NlRER 70055012
PROJEICT C,ILt1I, LOCLu>c 1'IULI5i11V
PACT. 1 01' 1
Ire rilm acul I

DEPTH
(FT.)
11.0
I,0
DESCRIPTION
40.11
Classified My: MISB
Drill= ! &- I. Drilling
DrilIItib: CN11idi
koring'I'yfx: I ISA
SEP 1 4 2010
i 1ROUNIAVA
I1:R READINGS
I)A'1'I;
11\11
IIY:HI11
1:1.I:\A'1KN
41'ARILI%A'1I11Y EME:
tr?H 115
EM'
'111I}
31311US
I>'p
i!-'_dlu
SL KIEY SI-11?1 "I' FOR I XPLANA'1'ION
OF SYMBOLS AND ABBREVIATIONS
• PENE-FRA'I'IOIN - BLOWS/F00T
11 111 ?II to all 611 811 1011
•
0
BORING LOG
BORING NUMBER WV-0:
I)A"I F DRILLED 3/29/2005
PROJECT NUNI11E11 7111151012
PROJECT Camp LOCu11C E OU'Sinh-1
PAGE 1 OF 1
Ire rracon
�

e.o
DESCRIPTION
lo" ToFsoiI-.
Tan to Ll uWk [) l(M'n. obis[. IocsC 10 nICLIILIm dcnsc. silly
line SAND (SM).
Dark hown, moist, vety loose, clayey lin.c SAND (SC).
Moi.stmLccun,cnl on S-,k: W=371a,
Allcnco , linuls on S-4: Ll_=+2.
U'ashed No.'_U{) sieve on S-1: 1'2511}=ill",b
Gin. moist. medium dense. siliv, l ine to medium
Sr1ND ($ttl.
liming lermlnaled nt 11 fiecl.
40.0
Classified Ry: i\ISR
Driller: J fi L Drillinw
Brill Rig: UN11`45
_ SEP 14 2010
Ruri,,'ry�hc: 115i\
f:uf,l NrMk,.i'II � It It 1�AI, 11f:�
SL'17 KFY SHE'E T FOR LXPLANATION
Of. SYME30LS AND A13BREVfATIONS
40 I'E:NFTRATION - BLOWS/FOOT
U 111 211 311 411 GII 81) 1011
0
11
BORING LOG
BORING NUMBER WV-04
DATE DRILL.LD 4/4/2005
PRO.ILCI' NIJAMER 70055012
PROAMT Can1L I-c.lcullc 1-10LISinti
PACE; I OF I
Irerracon.
16

DEPTH DESCRIPTION
(I' `I'.)
0.0
0,7
2.5
81'1,01'SOIL. -
Tan lu dark hrown. ux,ist_ voy louse to medium dense.
silly tine SAND (SKI).
Tall. uu,ist. medium doisc_ %illy line SAND (Sikh.
louring Ierminolrcl a1 11) heel.
40.0
CGtseiiied BY: ,USIi
Driller. 1& L Drilling S E P 1 4 2010
Drill Rig: GME-15
Haring'I'viv. HSA
SEE KEY S1IELT I'M E\PLANATION'
OP WY 11301_s AND A13f-3REVIA'E'IONS
• PF N1•TIZATIOtN - 13LOWS/FCOOT
II 10 2l1 41 all lilt Nil 1011
III
BORING LOG
130RING NUtA1131at WV-05
DATI' MULLED 4/ 4/2005
PRO.IECI NUt%-I11FR 70055012
11It0.1ECT Camp Lckune Housing
PAGIT 1 0 F I
Irerracom"mm

D111,11,11.1
(FT.)
0.0
0.3
8.o
DESCRIPTION
-\, TOPSOIL.
Brown to dark- brown, moitit. 1mve to mccimm dolse,
silty fine SAND (S.461).
Tan lu I ight 111-own, moisl. 111c(hon) dcnsc. fil ov SA N 1).
[I -nix sill (S11).
Boring terminated 111 15 1ccL-
Cuvc in ul 2.5 11cel aller completion,
40.0
CIM.18ifiCLI FW: MS13
Driller J &- L DriJhn&
Dri 11 R ig,: CNI E 45
13twisigType: J ISA
SEP 1 4 2010
jMT17.
17I.EVAlIoN,
SlAl0lJ?,\J10V,1lM4
jQ14
VIM
Y.40 05
131,
1- 24 hr
S FE K E Y S 1-1 1717TFOR EXPLANATION
OF SYMBOLS AND A13131UMATIONS
0 131,]NFTRATION - RLOWSIFOOT
I f) 211 to 440 (11) 80 100
•
•
--4
BORING LOG
1101 INC. NUMBER WV-06
DATE DRILLED 3/29/2005
PRO.1 ECTN U N1 BE, R 70055012
I'R(.').J ECT Camp WC1.111C HOLISillil
PAG1, I OF I
L- Ire rr can
27

DEPTH DESCRIPTION
(FT.)
0.0
0.7
3.0
1�" TOPSOI L.
I'll 11
Hiown, moisl. mc(lium dc11sc. ckiycy. 1'1nc SAND (SC).
in:o liL'Jll 4l]own, moist. 11 odium densc_ Imc SAND
wish sill (1,11).
liorin' 1C1'I11iiiated Ill 10 I,ccl.
Cnvc in al 3.5 fcct aficrcunllllclioII
-1 1.1 i
CI:1„ilic(Iliy: %NB
Drillcr: .l &, L Drillin,
Drill Rig: CN71:45 c 4 2010
liuringTyp : iISA )�Q
(ik(>{1N1AV,%I Hk k1!,111IN(i,,
SFF KFY SHEET FOR EXITANATION
OF SYM13OLS AND ABBREVIATIONS
• PE'NF:'I'RATION - 13LONN"S/1--00 '
0 111 24) 30 40 60 SO IIM
•
•
BORING LOG
13OIZING NUMBER WV-07
I)ATF DRILL,FvI) i12)/20(15
PROJEC 1' NUIMBEAZ 70055012
PROJECT Camp Ldcunc ]-lousing
PACE; I OF I
13
11
24
22

D E' ll'I'I i
(FT.)
0A
0.8
DESCRIPTION
au.cl
Classilicd By \1SEt
Driller: J& I. Drilling2 i�
Drill Rig: CMF a5
l3uring'I'ypc: I NA
Q4jUNI
UATFRRGAuras
DA'1'I.
'1'1NIC.
14:11111
1:11NN1 ON
mmij _ z'. I jp.vl 11's
441A
Im'
"u i1i
SEE KEY SHEETFOR EXPLANATION
PLANATION
SY1N-1130LS AND Al BRE-VIATIONS
• PE1ti FTRATION - BL OWSIF00T
II Io '_n irr do 611 KII 1011
BORING LOG
BORING NUMBER WV-08
DATF DRi!_L,ED 14/4/2005
PROJECTNUNIBER 70055012
PR(1J C7' Camp 1_c.lC1111c HOUSElIg
PAGE I OF I
Irerracon
1h
14

DEPTH
f 71'.}
0.0
0.7
DE-SCRI PTION
Tan to brown. moist_ Imse to nwdium dense. siliv line
SND (Sr,
Boring ttlininalcd at 15 feet.
Cave in:rl 9.5 lift miler completion_
40,0
Classified li_v: NIS11
Driller: J & L Drilling
Dri11Itig: Ch11id5
Wwring Type: I ISA
SE-P 14 2010
DATC.
TIME
f ;Rr 1UNIM
DVPIIf
NITER RLADING4
1EI.EYATION
1T,Vtlk VATIt1K IIME
!I:n(li
rin
Tttjt
! 130 05
SEE K17Y SHEI HTFOR EXPLANATION
OF SYN113OLS AND ABBREV]ATIONS
• PENETRATION - BLOWS11,00T
II MI 20 311 to (m 91) loll
�
I
i
i
I
i
BORING LOG
BORING NUMBER WV-O9
DATE DRILLED 3/29/2005
P1103F:CT NUM11E11 70011{111
PROJECT Camp LOctme Housing
PAGE I OF I
Irerracon

DEPTH
(FT.)
U, I I
0,7
DESCRIPTION
�,' 1'01'Sf)IL.
I =
Tan to light hrown, moist, silty huw SAND (SM).
Tun, wul, dcnse• line SAIND (SF,).
114Nlllq lcrlllflmlcd at I 1 I•cet.
C;Ivc ill .a 4.5 IL:cl Alir colllpluti ll.
,10.0
Cl;lssilic(l By: Myi
Driller: .1 fi L 1)611l ng �f11'
DI 111 Rlg: CNI1: •15 E 1 LU 0
liciingTypc: JISA
r :unu�nx•_vnru r,
fflmm���
SIT KEY SHI FT FOR EXPLANATION
OF SYNIBOLS AND A€ BRI VIATIONS
• PENETRATION - BL.OWS/1,00T
II ill 211 30 all 611 SII 100
•
•
BORING LOG
BORING NUMBER WV-10
DATE DRILLED 3/29/2005
PRO.IECT NUMBEIR 70055012
P1M.111:C"I, Camp LOC1.111C HOLISilib
PAGE 1 OF I
rerracon
7
16
21
21

DEPTH DESCRIPTION
(Fr)
IM)
11rown to dark hrown. moist. luoL; to medium dense
silly lino SAND
llolillL at 10 feel.
( colliplutioll.
40.0
Classified By: NIS11 4 ZM
Ddkc J & L Whig
IMU Ry CNIE45
lioringl'yjv: INA
mmMR1113110IM111
SEE KEY SHEET FOR EXPLANATION
OF SYMBOLS AND ABBRI-VIATIONS
0 I't-AETiZATION - BLOWS/F00T
fl 111 21) 31) 411 611 91) loo
BORING LOG
BORING NUMMIR WVA I
DATE DRILLED 3/29/2005
VRILMECTNUMBER 70055012
1114CMI1 CT Cimp LWame Hmmhg
VAGE I OF I
err aeon
131
7
20
20
SEE KEY SHEET FOR EXPLANATION
OF SYMBOLS AND ABBRI-VIATIONS
0 I't-AETiZATION - BLOWS/F00T
fl 111 21) 31) 411 611 91) loo
BORING LOG
BORING NUMMIR WVA I
DATE DRILLED 3/29/2005
VRILMECTNUMBER 70055012
1114CMI1 CT Cimp LWame Hmmhg
VAGE I OF I
err aeon
131
7
20
20

D11,11'7'li DESCRIPTION
(FT.)
tl.0
I.tt
3.0
8.0
1 D.0
Light brown and ymliy_ moll. medium dent:. Cl;ryry
tine SANG (SC).
71 an unit glib'. NY1_ lm%e_ silk' lime SAKI) (SM).
Dnrk gray. wet. verysoli. CLAY (01).
ol
Boring lerlllllloled:n It)1lLl.
f �
I
40,11
Classilied Ely: NISB
Driller. J & L Drilling
Drill Rig: CNIV 45
linring'l'ype; 11SA
SFP 1 4 2010
mm
SLID KEY SHliET I�OR LXPLANA'TION
Ol' SYMBOLS AND ABBREVIATIONS
• PENETRATION - BI.OWSTOOT
0 10 20 so .w 611 rll ]Ills
E
BORING LOG
BORING NUMI;ER '+ V-12
DATE DRILLED 4/I/2005
PROJECTNUMBER 70055012
PRO.)ECI- Camp Lukunc Housing
PAGE-'] OF 1
"1

DEPTH DI'SCRIPTIOIN
(F" f•)
c),o
m
12.0
15.0
Dark NIown. moist, looso iV 11A'11111111 LICII.sc, sihy. Illlc
ficildlsll-11vimil_ IlIoisf. sIIII 111 vcT.V ti11I1. CLAY(CIA
CI-:lV Ilk 17r( W11. 1110i S% I11l(llll111 CILHSC, Illll ti?\(\Ili) lt'llll
Boring ICI'mi nai Cll al 15 Icol.
40.0
ckmsifivd HY: ,,\Iti13
DiiIIcr: 1&-LDriIIin, �EP 1 4 Z��Q
Drill Rig: CAlli 45
1Surill'f 1pc: 11SA
S1 1- K17-Y StIE-F-T FOR EXPLANATION
OF SYMBOLS AND ABBRI VIATIONS
• PFINE TRATION - BLOIVS/FOOT
II 111 211 341 -44 60 81) 1110
f
BORING LOG
BORING NUMBER \VV-13
DATI DRILLED 3130I2005
PROJECTNUMBER 70055012
PROJECT Camp LLEcllllC 1-1011sing
PAGE I OF 1
Irerracon.

DEPTH DESCRIPTION
(FT.)
U.fr
m
Llcltl browTl to hrown, moist, loose to medium dclisc.
sihq line SAND (SM).
'lull to''lay. nmisl. medium dense. line SAND trace silt
Light blown [o grail, moist, medium &JISC, sill' line
STAND I Sh11.
Boring tcrminaled nt 15 Icct.
covc in of 10 fCCI alicr completion.
40.0
Clas>ificd E3p: NIS13
Drillcr: I S: L Drilling � �� � 4 2��Q
Drill Rib: CNIE 4i
Boring Ty'pc: I ISA
SI E KEY SHFE3T FOR EXPLANATION
OF SY1\ BOLS.ANE7 ABBREVIATIONS
• PENF RATION - BLOWS/FOOT
II 44) 211 311 all 61) NO 100
•
•
•
•
15
13
13
12
15
BORING LOG.
BORING NUMBER %VV-E4
DATE DRILLED 3/31/2005
PROJI?CT NUINIHLR 70055012
PROJECT Camp LCJcttnc 1-E0usil4l�
PAGE, I OF I
lrerracon----------J,

DI?PTH DESCRIPTION
(FT.)
0.0
m
15.0
0,0
Classified Ity: KIW
Driller: I &- 1. Drilliue 5 E P 1 4 2 01 o
Drill Rig: C\1F43
luring •1'ylx: I ISA
r aerr l�tssa•_ati:u ot: ntv�-rc
SFE KI N'SI•I1 ET FOR [EXPLANATION
01- SYM130LS AND A1313RFV1AT] 0NS
� I'L:NI?•!'I2A•IlO{� •• lil..c:)W`Slrc)trr
II 11) 211 30 40 611 KII 1110
BORING 1,06
RORINC NUMBER WV-15
DATF DRILLED 3/31/2005
PRO.I!?CI' NUi!IBER 7005-5012
PROJh:C`T Camp Le.1cmic Housing
PACE 1 01; 1
Irerrao �n
7
25
1=

DEPTH DESCRIPTION
0.0
1.0
3.0
Q.fl
15.0
40.11
Clussitied Ely: MSI3
Driller: J l I. Drilling
Dri!! Rim: CAlli 4i
liurina'I yl>L: I ISA
12" "ICII'ti{jll..
Citac and brown. moist. incilium dcnic_ silty Imc SAND
{SM1I1.
Light brown. Il okt. still_ swidy CLAY ICI.1.
iinly, wet. dense, title SAND t5I't.
Loose below ahuut ` feel.
'
I ork 4pliy. wel. Very sol-L C LAY (Cl 1 j willt mild.
llorlll Iel'nlnfirtctl al 17 Ile1.
Cave of id 4.5 lief after completion.
CEP 1 4 2010
S131 KEY S1-11 FT I�OR E.XPLANA'1'ION
0F SYM1301-5 AN1) A1313RFVIATIONS
• PENEFIZATION — BLOWS/1,700T
It Ill ?0 .111 411 611 Nil 1111I
BORING LOG
RORING NUtAIRER WV —Ifs
DATE DRILLED 4/1/2005
PROJECTNUMBER 70055012
PROJECT Camp Ldcut1C Hotttiflrb
PACE: 1 01; 1
1 re rr acon

DE PT11
(FT.)
OA
2.5
5.0
8.0
12.0
15.0
DESCRIPTION • PENETRATION - BLOWS/FOOT
Brown, moist. Iou,�C. silty- Idle SAND (SNI).
Llglil Iliown, 111oiit to \Wt, MC(lillln clen.,c, C1iIVeV 1111C
SAND I SC.
Ton. wd. lour. silty 11nc.SAND (SNI).
( n'ay. wcl. malium dense. silly line SAND (SDI).
I )mk gray, wLq, Soft. CI.A1' (CI I) willi sand.
Baring Icrmin:ued :11 15 fca
40.0
Classihwd Bv: 1MSli
Driller: f &e L Drilling S P P 1 4 2010
D6II Itig: C\IF. 45
Boring'l"ylle: I I.SA
SE-L KEY SHE E T FOR EXPLANATION
OF SYINIBOLS AND Al BRF-VIATIONS
1 10 20 311 40 60 80 100
•
•
•
i
I
i
I
i
I
i
1
I
9
i
i
BORING LOG
BOILING NUA9BIR 1VV-17
DATE DRILL E-1) 4/1/2005
PRO.IEC1' NU,AIBEER 70055012
11110.IECT Cnm1) LCJCut1C Flousi1117
PACT: I OF I
L— Irerracoorml.

DEPTH
(vr.)
0.0
0.8
15,0
DESCRIPTION
10 , , , F () I IS ( ) I I_.
Ton Io (Im k 1)1'0%% 11. 1110iSt. IMISC 10 HIC(fiL1111 LICII.Se, siliv
1-me SAND (SNI).
C:Ivo ill al 1,CCI MIC1, compleColl,
40.0
Cl;iSSiIiCLI B-: NISB
D] ificl, AN'. I- Drillim-, 1 4 2010
[)]'ill lZigL UN11' 45
Boriliu, Typc: I ISA
St , �E KEY SHEE-TFOR EXPLANATION
OFSYMBOI—S AND ABBREVIATIONS
0 11"NETRATION - 11LOWS/F00T
II Ill 20 30 41) 60 811 HM
0
0
13ORING LOG
BORING NUMBER \VV- 18
DATE 1) 1111, 1, ED 4/4/2005
PRO .1 E . CT N U l\ 113 E'R 700550 12
PROJECT Camp LcJCLMC FIOLISill(l
PAGE I Q F I
111111111M
�vm
Ire rr cum N
16
I
12
16

0. 0
0.
m
12.0
15.0
DESCRIPTION
6" TOPS(AL
111 1 lwl I to g m %,, I I loist, Illud ill I I I dc;1sc. si I ty. }Illy SAND
moist, 111c(Ijuill lIctisc. clavcv, Ilnc
Grwv, moisl. medium klvnsc. finc SAND (SP).
koi ill, Ici iiinatcd al 1.5 I'L!L!t.
C.Ivc ill ;a I O.i 1'ccT Am- Cojllplulioll.
40.0
Clas"Ji"Icd By MS13
Driller: J& 1, Dril.lilw SEP 1 4 2010
D611 Rig: CNIF 45
Bol-illg,rvpc7 I ISA
SF-T, KEY SHFAETFOR EXPLANATION
OF SYN11301-S AND ABBREVIATIONS
0 14, FTRATION - BLOWS/F00T
0 11) 241 311 all 611 811 1110
BORING LOG
BORING NUNIBLIZ %VV-19
I)ATEDRILLED 4/4/2005
VROJECTNUMBER 70055012
PROJECT C',11111) I-C.ICLJ11C
VAGE I OF I
I rr aeon

DFPTFI DI-SCRIPTION
(FT.)
U0
0;
6.0
I �).o
3"'IDPSOI L. —
HVMNn. nwi>t, luusc 14) medium IICnSC. fitly. line SAND
(SM).
•I;m 10NOWN. nwi.,l. medium iicnsc. line SAND with
silt (SP)_
13uring lerinin. Icd at 15 feet.
Cap c in at 12.5 Ieet after eumplctiun.
dl}.0
Classified By: tNISH
Driller: ! &. L Drilling � E P 14 2010
Drill Rig: C;NIF 45
l3oring'1•ypc- HSA
SEL KEY SE ET.—F FOR EXPLANATION
OF SYMBOLS AND ABBRFMATIONS
O PENETRATION - BLOW'SIFOOT
14 11) 20 311 011 Ell 80 100
0
•
BORING LOG
BORING: NUMBER WV-20
DATE DRILLED 4/4/2005
PROJECT NUt11BER 70055012
1'R MECT Camp Ldcunc HOLISing
PACE 1 OIL I
LL I re rr acon
14

DETTI I DESCRIPTION
n.r►
8.0
im
Light brown. moist. still: Sandy SILT (M1_).
Moisturc cunlcnl on S-3: lV=2-1';1,
IV;ishCd Nil, 200 sieve on S-+: 1'200=j tin
Tun. nulist. medium dcn>c. line SAND
Ilnrin` lemunsled:11 !i feet.
4u,v
classilicd BY: N-N,14 a , 2010
Driller: 1 Lk I. Urillins
Drill Rig: CNIIi-1j V
]luring Typiv. I ISA
Imrl;
1)1:1411
rl.EVA,ntjN
sr.�nuui�ll5,� ri.�t1;
AIL! n5
Dry
'1511i
UStli
Ir.%
SEE KEY SFIFET FOR EXPLANATION
OF SYME301-S AND ABBREVIATIONS
0 Pi;NETRATION - BL.OWS/1:00-1-
n Iu 211 31 au 60 811 1 WI
11
BORING LUG
BORING NUNIBER WV-21
DATE DRILLED 4/4/205
PR0,IF:C1' NU1A-1RE-R 70053012
PRO.)ECI' Camp I_t:.leunc Housing
17 '

DE TI-1 DESCRIPTION
(FT.)
il.a
6.0
15.0
liroWti. maid, kmsc to malium dense, ;illy, line SAND
(SM).
Lig111 brown t,i brown. moisl, mcilimo dcnsc. line
SAND with silt ISPI.
Boring lerminated m 1; I-,ci_
Cane in al 7 Ecei aliercumplciion.
40.{} —
chm died Hy: MS11
!hiller: 1 L 1. Drilling S 1 4 Z C 1 0
lhillRig: Chit'45
liaring'rvjv: I ISA
,:_..,•,,,,•.,
L),Vrl. WNW
I)lil'IH
lil.l;l",�IIO�
SIAIMAYA'll iN P. 111
Y$0
1)t�
fT qs
ill1,
5171i KEY SHEETFOR FXPLANA`I'ION
Of" SYMBOLS AND A1313R1=VIATIONS
i PEN ETRAT] ON - 1iLOWS/F00T
1) 10 211 ill .III 60 SIl
•
i
I
�
•
•
•
I
BORING LOG
BORI)NC. NUMBS R WV-22
DATE: DRILLED 3/30/2105
PRO .11 C'I' NUtMBER 70055012
PRO.)ECf Camp LeJewrir Housing
PAGE' I OF I
Ire rr acum

DEPTH DESCRIPTION
([".r.)
U.I I
fi3O
S (S
1 ❑II ko IIt~}ll III own, IIMiSt, 100sc kl I11L'Lllllll) dCI) C. Sill%',
1}11c SAND (SRI).
Light kown. inoist, slilf, CLAY (Cl-).
Graff', uwist, lml diunl dcnsc. silly, line SAND fSM).
GI-iIVI110lll. 111L`Llittlll Lie11SC. chl}'eV, IIIIC SAND (SC).
1301ina ICI'RIIIIIIIL'd rlt 15 feet.
Cave in:I] S fcc( aflcrcompletion.
40.0
Classilh'd lip': NISB
DI IIlc1: J & L DiillinL 14 2010
Drill Rig: 45
kol ing'kro: I ISA
SI I? K1 Y S1-1HET FOIL F\PLANATION
OF SYMBOLS AND AI3L RENIATIONS
• PENETRATION - BLOWS/FOOT
ll III Zli 30 411 611 SO 11111
•
•
•
13ORING LOG
BORING NUMBER WV-23
DATL DRILLED 3/31/2005
PROJECT NU:NIItLIt 70055012
PRO.IECf Camp LCJctllic IIULISIng
PACE I OI' I
L_ I rerracon.

DEPTH DESCRil"HON
(vq
0,0
15-0
'I,111 i0 hl-01VF1. 1110iM. IMSC 10 111Ckliql1lb (ICINe- Wv
SAND ISM).
Cuvc in al 9.5 IL'ei after complefiom
4RO
Ily: k1sif
mAwl J & 1. BAIT
1 4 2010
Drill Rig,: C'MI:43
lloringl'ylle: HSA
SEE KEY SHUT FOR EXPLANATION
OFSYMBOI-S AND A1313REMATIONS
0 PENETRATION - BLOWSIFOOT
11 10 210 .311 440 640 811 hill
BORING LOG
BORING NUNIHE-R \VV-24
PATE DIULLED 3/31/2005
PROJECT NUNIRER 70055012
PROJECT QmpLWmmcHmwhg
PAGE I OF I
IL rr ac®rl
21)

t1' I�•)
fl.11
15.0
lirow'It lay light brown, moist. IOUSC 10111Cdium drmsc.
silty litc tir'\ND (S1\11.
lal>ring IcmlinateJ :u 1S mr-
C ave in al feel slier Completion.
M1! i
C'I:Is. kd By: MSl3
Driller: J & L frilling
Drill Rig: Chl1:45
l luring l'ypc: 11SA
SEP 1 4 201C
[iRf UNIAVAIIERREAUIMN
UNIX
Tluli:
I1131'lll
t?u--vAIRw
5lAnIL17.AT11'>K'IWE
314t m
IAA
Ifni
is 1,16
Iry
1. 24 IN
SEE KEY SHEET FOk EXPLANATION
OF SYMBOLS AND ABBREVIATIONS
0 PENETRATION - BL,OWS/1'00T
f1 lO ?II it) 111 611 Nil llili
•I
I
•
r
I
I
•
•
�
I
I
i
�
i1+J
i
i
I
!
I
1
I
i
1
_—I
i
I
i
BORING LUG
KOIZINC NIJMREA? WV-25
DATE DR11.A..ED 3/30/2005
PROJECTNrJMER 70055012
PROJECI' Camp Lc. mme H mmWg
PAGE I OF I
Irerracoln
I C,
17
37
21

I) PTI-I I)1?SCR1PTION
(I'•I•J
cr.0
12.0
150
Brown and wn, moist. louse. silty fine SAND (SN-11.
Lighl hr)%vn. moist. sull'. claveti tills' SAND 03, ).
'Rut and gull. tact. medium clmse. tine tii1ND (SP).
Tan. wet. loose.;ilty IinC SAND (SN1),
Light brown. %vct, s01'Cl,\Y (CII) Willi sand.
liuring terrnitrucd to I i feel.
,IU.0
Ch silicd 13v: h1S13
Driller: d & L Drilling
Drill Rig: Can: 15 _ � F a 1 4 2010
13oring'fyl>L: I ISA
IPATK
'II>tlt
UI'M
IPl.la'AIION
111,N'il\C
'NOON
lhv
Yn(t
SEI" KEY SI IIiI"T FOIL EXPLANATION
OF SYMBOLS AND ABBRI VIATIONS
• PENETRATION - BLO!!'ti11 OO'1'
BORING LOG
BORING NUNIBE:R WV-26
DATE, DRILLI;1) 4/1/2005
PROJECTNUMBER 70055012
I'RO.EE:CT Camp U,14I unc I-IOEISi115
PAGF I OF 1
1rerrac0n,
T-

DEPTH DE?SCR1PTION
11.0
w
I i"O
Brown and pay. moist. liKnc_ silly tine ",AND (fiR I i
wavc p-aveL'
Blown. (moist. Still. sandy CLAY (CIA
Light gray, ntosl, medium dense, line Sr\ND (SI').
Lighl brown and gray. moist. eery ail', sandy C1.,1)'
Boring terminated it 15 Ice!.
Cave in al 10 lLel a ier complclion_
411.0
cl,w;ilied By: NI1"13
Driller: J &.. L DIilsn, S E P 14 L-010
Drill Rig: CNIEai
BoringType: I ISA
SFEE KEY SHE-fH f FOR I XPLANATION
01 SYMBOLS AND ABBRFMATIONS
O PENF"TRATION - BLOWSIFOOT
U 111 '-li 2p .411 fill Nil full
•
i I,
�
i
n_t
SI�
t'
•
•
•
I
E
I
i
I
I
1 iI
II
BORING LOG
BORING NUtNIBER %VV-)7
DATE 1)k11,LE1) 4/I/2005
1`RO.IECT NUi1. BER 70055012
I'iii.).11:C"1' 0imp Le,Icunc Homing
PACE, 1 OF I
Ire rrSm
I (,

I)l;P'I H DFSCRIPTION
(FT.)
a.o
I;I'lvwii itl lighl brown. moist, louse IU ineclinm dcosc.
silly fivic SAND (SM).
Gray. limisl, meditun dense, fine SAND with Iracc sill
�sllr.
Baring to rminalcd at 15 Cccl_
Cam in al X's feet aficrcomplcrion.
40.0
Classified BY: Msh
Driller; J& I_ Drilling S N 1 4 2010
Drill Rig: C\1G45
Boring Tylx: I ISA
<:att,l:nua•ATl:re
Icr_�ururs
PAST.
'1MW
t IT111
lilEVIN110N
Sr'AHILr7.A' Rm—irAlr
44,05
Ih}'
'MR
34 05
SE KEY SIEE ITT FOIL LXITANATION
Ol" SYM1301L5 AND A1313RF VIATIONS
• PENETRATION - 131.OWS/F00
Ill _n M -ill clip Ku pun
I
•
la 1
BORING LOG
WRUNG NUNIRER WV-25
DATF, DRILLLD 411f2005
PROJECT I\'U1NIIIER 10011012
VROJI C-F Camp LCJetme E'k)usili�
PACE. 1 OF I
II Irerracon II

I)1?P'I1H DESCRIPTION
(1, 1'•)
(l.l)
12.0
15.0
NOW11 to cclf0W. ,nui>I. lunsc lu incifiuill alr„sr.
fine SAND (SAI).
I It nL IC1l I I i IHIl tt1 al 15 fret.
CtIvc in at 8 lcct allrr cumplrtiun.
-10.0
Classif•,etlBy: %lSB SEP I 4 2010
Driller: .I fi L Drilling
Drill Rig: CN11i 45
1isA
r:in dwnu
mmm���
Sl;li KI Y SI-11:1 T FOR LXPLANATION
OF SYMBOLS AND ABBREVIATIONS
• PENETRATION - BLONVS/FOOT
U SS) 20 30 -Ill 61) 8o IUI)
C1
I3OIZING LOG
BORING NUIIMAZ WV-29
DATE DRILLED 4/1/2005
PROJECTNUMBER 70055012
PROJECT Camp L0lc111)e.Il0xtsia0
PALL I OF I
I re rr acon
I O
Sl;li KI Y SI-11:1 T FOR LXPLANATION
OF SYMBOLS AND ABBREVIATIONS
• PENETRATION - BLONVS/FOOT
U SS) 20 30 -Ill 61) 8o IUI)
C1
I3OIZING LOG
BORING NUIIMAZ WV-29
DATE DRILLED 4/1/2005
PROJECTNUMBER 70055012
PROJECT Camp L0lc111)e.Il0xtsia0
PALL I OF I
I re rr acon
I O

D11,11'I'Il DESCRIPTION
{ FT.)
0.0
Tan In brawn. moist. loose :o Inctiitim dense_ silly fine
SAND (SL
'1;tll. nwisi. loose, fine SAND mace silt (SPI.
Boring tcl7ttinated at 15 Icch_
(.:ivt! in al 6.5 I'vel aficr CoMpIc1ion.
40.(i
Cfassiiiad N_v: \ISEi
Driller: J& 1. Drilling S E P Z 4 2 Q 1 0
Drillliie: CME45
liot'ing'1y1k: 11SA
GROUNDWATER \TE:R WAIMM11,
IL\'CIS
'll\ill
DIT111
I:LEVAIR N
�rAEsIt.IZA'i7,1V'I'I\1ii
d�E,EIS
Etrp
loll
•44 lri
llrrh'dhr
SITE KEY SI II FOR EXPLANATION
OF S),A,i130LS AN1) A1313RF,VIAT[ ONS
0 PENETRATION - BLOWS/FOOT
i ill 21) ill 40 fill 80
I�
BORING LOG
BORING NUMBER WV-30
DATE DRILLED 411/2005
PROJECTNUAIKER 70055012
PROJECT CRIIIP LCJCLkl]C i OLISill"
PAGE, 1 01 1
Irerracam3n
7 1

1)P:P'il H DI.SCRIPTION
(H I .)
(M)
3.0
0.11
12.0
15M
Brown. MOW. rcry I+wsc. silty•. fine SAND (SM).
Brown. muia. medium dense, cline}•_ fine SAND (SC.)
moo,
l.iglfl brown to bi own. muia. Inoae to medium dQnsr.
silly fine SAND (S.Nl).
While to I:111, nwisf. medium dense, fine SAND ($I'),
Boring lerrnincned al 15 fern_
Cave In Al 10 tcCl af1M c„mpletion-
40.0
UUSS ficd li}•: MSB
Driller: J , 1. Drilling SEP 1 4 2414
Drill Rig: 0,11:45
Boring'I'ylx: 11SA
SIT KEY SHLET FOR E\YLANA•1'ION
01" SYMBOLS AND ABBRI:VIATIONS
• VENE-TRATION - BLOWYFOOT
It Ill 20 311 40 60 41) 14"
BORING LOG
I MRING NUMBER WV-31
DATE DRILLED 3I30120115
PRI).1ECT NUftitI3ER 70055012
PRO.IEC`I' Camp LOCLIM: HOUSilt"
PACE I OF I
Ire rr acul

DEPTH DESCRIPTION
0.0
6.0
8.0
Gray. moist. Ioms:. silty lime SAND (SNIT.
T;In and gray. moist Io tiwl. loose. line SAND (SP).
Lieht lllown. wet. nledim.nl (Iense. silly fine SAND
1snll.
Ilill'l11 ICIllllll;ILL'LI al 15 6W
Ca\ c in al 8.5 fecL alter conlpleliun.
40,0
ClassiticLi BV: NI';B
DI it let': .1 S1, Dri IIitl;-�
DrillI?ie: CMF45
It('ring TV PC: I ISIA
SEP X 4 2010
mmmw���
mmm
MMMMM
SEE KEY SH ET FOR EXPLANATION
01, SYMBOLS AND ABBREVIATIONS
0 PENETRATION - RUMS/F00T
11 10 21) 311 411 611 80 1011
0
C]
0
BORING LOG
BORING NUMBER WV-32
1),vrul DRI1L1,1 1) 3/31/2005
PR{),IECI'tNIJiIBI..R 70055012
PROJECT C M111 LCJCLII]C 1-I01.1silli4
PACK I OF I
Irerracon11

DEPTH DESCRIPTION
0.0
S.D
Tan ur Li;iA 1) row n, nit) isi, It Po., silty fine SAND
1SN111.
Dark ,ray. moist, soh. CLAY with s;md (CI Il.
IIUlill 6 WI illlil;nCt.I at
4ILfl - _
Classilicd By: N1SI1
I )Tiller: f &- I_ DriIIim,
Drill Rig: CNII-'d5 y S E P 1 4 2010
Burin •I•ylu: IISA
(;W)UN I) tVA'!F It RI:AI
NNNI;S
n,CI'h
'f'IAII[
UI:I'I II
ELINA-1It IN•
tiIAHII.l%A'I III%II%i[
dlhlMi
Ihv
llrli
.I1311i
z
+!- 2.1 hr
S1i17 KI7Y SI-1LI T FOR EXPLANATION
OF SYMBOLS AND ABBRI-VIA'1'IONS
• PENETRATION - BLOWS/FOOT
111 20 341 411 60 SO
•
130121 NG LOG
BORING NUMBER IVV-33
DATE 1)RIL1,E1) 411/2005
PRO. IECI' NUAk113ER 70055 )12
11R0.1FCI' Camp LCJCLIIIC ]Mousing
PAGE I OF I
1rerracon
2
yI

DESCRIPTION
HI I,U
Classified 11y: MSB ����
Driller: J .l L Drilling S
Drill Rig: CME 45
Baring Typo. 115A
DA1'IE
1INIE
17RIa]til
DEVIII
llga ER IUS1111*4(;s
ELIA""111 N
ti!'.Vtll_I%Si Ell 'kl,Sfl[
,UthlkS
I}rr
'I€>R
Slit; KEY SHEET FOIL FXPLANATION
OF .$),N1130LS AND A1313RIIVIATIf_ NS
• 1'4� N FRATION - 11LOWS/fOOT
I III 20 41 411 611 KU 11111
•
•
•
}
]
i
7
Qj
BORING LOG T�
EiORW; NUNIRER WV-33
DATE DRILLED 3/31/2005
NMIECT NUI&IBE:R 70055012
PRO.)ECT Camp 1_,CIS;une !Tooling
PACEF I OF 1
Irerrc-ar.131mo

I)I;VTI I 1)I•:SCRI PTION
(11'.)
0.0
{5.0
Tall to llglll blown. Illoisl to 11'cl, I(losc I111111dikllll
(1cnsc, silly linc SAND 15�11,
110ri Ilg lurllliwllld al 15 ILm.
Cave ill nt 8 feel after complclioll.
411_f )
(A;assificd Icy: %1SB
DIillcl': 1 fi 1. DrilfillF
q
Dill Rig: CN11:45 rSEP 1 4 ZOia
liuring"I}�Ilr: IIS�\
SEE KEY S1-IFET FOR EXPLANATION
OF SYMBOLS AND ABBREVEATIONS
• I'ENETRATION - BLOWS/FOOT
0 111 21 30 41) 61) RII 1110
•
11
•
BORING LOG
BORING NUMBER WV-35
DATE 1)R11,1,E1) 3/31 /2005
P110,IECI' NlJ\161?R 70055012
11R01EC,F Can111 LC.ICLMC !-lousing
PAGE I OF I
Irerracon
I k)

DI';I''1'I'l DESCRIPTION
(I.T.)
c1.a
"]all to brown. moist, loose to medium, dens, tiilly linc
ISoring terminated at 14; Icct.
C'cm'c in ul IU lecl Idlercon,pletion.
I
40.0
C'lnssilicd lip•: KIS13
I)rillcr: J & L Drilline
Drill Rig: OWE 45 W
]iorinI. Tylic: 11.9A
SCP I 4 2010
r iRr Kl\U%C,V ER ]CLADINGS
PATE.
TIME
)WHIE
lif.iil'.CI'IF YV
ti[AFnk.k7.A rIU\'I'1111[
3+31,115
IN
Y,kfs
SFE- KEY SH FI-L-F FOR EXPLANATION
OF SYMBOLS AND ABBREVIATIONS
0 PENE-FRATION -
J
BORING LOG
WRING NUMBER WV-36
DATE DRILLED 3/31/2005
PROJECT NUi1•IBI R 70055012
PROJE-CT Camp Ldcunc Housing
VAG1; 1 0 F 1
1 re rrc

DEPTH DESCRIPTION
(F IQ
0.0
IM
Wo
ClaQMd Br MSH
Driller: J & L Drilling
Drill Rig: CME45
liorinW'1 "s I ISA
Tan it) light bro mn. nlui.t to wel. loo a to oteditun
&FIA. Silly. line SAND (S1-1).
Boring lermivated al 15 lect.
after completion.
SFP Y 4 2010
DXI'IS
TIM11
(:Nr"
I1t:Prlf
-DWAIERREADI\[;S
FLl.V rJON
til'anlLl%.1'flitti'I'1�11:
3+}hlt5
rhy
IM
JW
Uiv/-?1lfr
SEE KEY SHI:1 'I' FOR EXPLANATION
OF SYMBOLS AND ABBREVIATIONS
O PENETRATION - BLOWS11,700'1'
n 11) 20 xll 41) bll SO Inn
I3O R I NG LOG
BORING NUMBER WW37
PRCM Eur NU11i13E1t 70055012
PI2C)JEM Camp Lalm"m 1-Inushg
PAGE I OF I
Ire rr acaln

DEP"TLI DF-SCRIPTION
(FT.)
nu
6.0
\.0
{flay, snnisl. eery loose to looses silty fine SAND (Ski).
n10i£lt11'0 COHIClll Oil S-I: W-1:
\V:isliL!d No. 200 siove on S-1: 11200=20'iiI
f-iefll h o n io um. moist. Ionic. clayey. fimr SAND
.
ISC1.
l-I_2111 h OWT1. I1111IS1, IIIClhllln dCIISC, Imc SAND with silt
(`h).
Boo inloi minated al 15 Iec1,
C;Ivc in al 4,i Iwrl aflcr c"llylutiuil.
40.0
Classilictl ky: Msh
DIiIICr: I f_ Urifline
Drill161;: _ SEP X 4 2010
130611g'[' VC- I ISA
SF�L KI�Y SHE-E—T FOIL EXPLANATION
ANATION
OF' SYMBOLS AND ABBRE-VIATIONS
• PENFTRATION - BLOWS/FOOT
11)
G11 HI
-nl
WI
Mf
Itill
•
•
•
BORING LOG
BORING NUMBER WV-38
DATE DRILLED 3/31/2005
PROJECT NUMBER 70055012
PROJECT Camp Ldcunc Housing
PAGE. 1 0 1 -' 1
Irerracon
4
2
7
III
Ih 1

LABORATORY COMPACTION CHARACTERISTICS OF SOIL
IrerracoR
Report Number: 70055012,0001
Service Date: lurch 24, 2005
52�DGrerr U.iK} =-n�:.
it a!eigh. NC 276 t 61
(3FJ)ft73'l, 11
Client: Uttlejc,hn Engjaeering A,-,ac
Report Date: March 24.
2005
f LM. Thomas Davis
Project: Camp LQJE~une-Hou,-in€1
1935 21 sl Ave S
Camp Lc;Jeune
Nashville TN 37212
J fcksurwiflc, NC
Material Information
Contractor:
Source of h4aterial:
ProPosE:ri Use:
US CS:
Laboratory Test Data
Test Procer_1l_Iru:
� o� l 4vl i't l l . d :
>rirl'14?ll� t'r+�l,t�ll"tiiorr:
Rnmirw2r Type;
h'i lxirllult? l wy tlnii '::>t:iwllll, put".
Optimum '%.Vater Crmlint, °/o:
ject Number: 70055012
Sample Information
Sampled By. Stephanie 1'1. Co(,iey
Sarnpie Loca:itIl?: WV- i 5 1 - a`
Sarnple oescripiior: Silty Sand
Result
ASThl D698-91
Lici:lid U111il:
l+'A
7-iluthod A
iylmiL
KA
.,r
s.cl F rewaration
4 lnFtic.ily lwic�x.
I k�rl t>la:.tlr.
Miriwi.,�l liilrl mor
r�, pa: %` in.g 9;,100:
iti .2
It�'I.ti
Li, i-'^5,":•irl� n•�():
i'•4r•,.
Moisture Del7Sity Relations
zt,m Air 1/ol�k Cure (o. assumed spr.,65:: [F;svi:y 2X-2
1_ 17 w C,
N"Is,ve Cµr,re ii!4b7
sppcifil-�atiolls
ServiCPS-Ohlain a Si:r opie of backfiill material at tlec. proj,?ct silr: and return it If) tht, laburalory, t'repar? ail€3 test the sample
fQF rllaisturo-density re-lationohip,
S E P 14 2010
Report Disirihtition: f chnici:xaZ-.Sicphanie, 11. Conley
'II U1mk1?,rl1-, IuJkr!"riny Msa_
Reviewed by:
t;t:,tul�,tS, Fs:kly?ik
Prot�:;skor;ol i (3r;rJ1n�E�
T nu real, were per.-orm:d in qe:,E,ral Arjcc?rdarx a with applicable ASTI•,t, A +HT0, or DOT to! t me'U'vAs. This reporl is exci45iveh; ix the true_ of ft cl WIL
i 1dii ;ed HtsOW 73n-3 SNA not 60'0pr0• 1J:Ld nxer;;>i u1 `ull'Ailholrt the wtien consilni of o,n conspony, T Est results transmill?d hragrin rve only t-tirplt:a't);.
la the nctuei samples If"qhM al the lovation(s) not4•romed an,-F am rink necessarily ildcatis'0 of tha prupCrtir;;; :r4 r4 Ear cipparently sirn lar or idcnd.--ni
n•„it�rn,alP,
Page 1 :74 1 ..,� • - a

California Bearing Ratio Test Report
(ASTM D1883)
--j
400
-3-
i t _ -
_j
- --------- -
G
FEE—
------- ------- ----
0,00 0.10 �.20 U.30 0-40 U.5D
Penetration (in.)
Mold('d Soaked I C 13 VAO Linea, P en.
Sviell
DD (Prf) 11X, PeIDD I'AiC DD tper)% f,,IDD M!C (34) i 0. 10, 0, 2 0 Corr, Sur.
11,16
1
100.5
W 7 EXL,
17.1
100.5
198. 7%
18.2%
12O
15.7
0M
10
6 - 6
2
Material Description
Uscs
TADD
opt,
MIC
PI
Silly Sand
SM
161.t
17.4
Project No.: Y0055012
Test Description/Romarks.-
1st run
Project: Carrip LeJC-10i,a HOUSMO
Bised on 61andard Proctor
Location: M-1 5 1-3'
Test Method: ASTM ID 1883
DD - Diy Density
Date Sampled: 3.116/2005
MDO - Maxifnurn Dry Density
Date Tested: 3128/2005
M,,'C - L-loisture Content
Tested By: S. Cooley Reviewed BX: M. Potratz
CALIFORNIA BEARING RATIO TEST REPORT
Terracon
5240 Green's Dairy Road - Raleigh, NC 276�- 919) 873-2211
SF -P 1 4 2010

California Bearing Ratio Test Report
(ASTM D1883)
Ana
m
�7
A
2f)6
—7
........... .. .....
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1.-.gyp.,. .......... . ...... ------ EP
77
D.10 0.20
Penetration (in.)
I'd n I -J o d Sot,kssri CBR, Umcar Pen.
swell.
DID (P(;0 % MD0 MIC t"Yc,) DD (pt) %,, IVI D D M/C mx� Eue()-20" Corr. Sur-
%
1
100.5
98.7310
171
100.5 '98, 7 %
18- 2 V.-,
0.04
10
0,0%
2
3
Material Description
USCS
M D I)
Opl,
W(;
I-L
PI
Silly Sand
Sm
101,8
17-4
m-P
Project No.: 70055012
Tesi Duscription-IRcmarks:
2nd rurt
Project: C;,Arri) 1-0jourie Hot*Ing
Based on Stand,,Jr-(] Proclor
Location: V�ov-i5 1-31
Test Method: ASTNI D1883
DID - Dry Density
Date Sampled: 3Mf' 3.r2005
1ADD - Maximum Dry Density
Date Tested: 12?V,0005
IYUC - r-3rilsture Content
Tested By: S. C(x)lley Reviewed By-. M. Polr6L-
CALIFORNIA BEARING RATIO TEST REPORT
Terracon
5240 Green's Dairy Road - Raleigh, NC 27616 - [phone]
S�q 1 4 2010

D IN IN CUM- S W. W'--
3.,g 40
OV
tu
as
1(1
L4)'
-,L
441
I-Lu-
i
GRAIN SIZE DISTRIBUTION CURVE
0 R I ING VS ;IT,--
A $ I M
NAT
A—sjERBM.�
LL
"A N/s 1 to
Ire rrar- o n
S E P 1 4 2010

GENERAL NOTES
DRILLING & SAMPLING SYMBOLS:
SS
Split Spoon - 1318" I.D-, 2" O.D., unless otherwise noted
HS:
Hollow Stem Auger
ST:
Thin -Walled Tube - 2" O.D., unless otherwise noted
PA:
Power Auger
RS:
Ring Sampler - 2.42" 1.D-, 3" O.D., unless otherwise noted
HA:
Hand Auger
DBf
Diamond Bit Coring - 4", N, B
RB:
Rock Bit
BS:
Btlkk Sample or Auger Sample
WB:
Wash Boring or Mud Rotary
The number of blows required to advance a standard 2-inch O.D. split -spoon sampler (SS) the last 12 inches of the total 18-inch
penetration with a 140-pound hammer falling 30 inches is considered the "Standard Penetration" or "N-value".
WATER LEVEL MEASUREMENT SYMBOLS:
WL:
Water Level
WS:
While Sampling NIE: Not Encountered
WCL
Wet Cave in
WD:
While Drilling
DCI:
Dry Cave in
BCR:
Before Casing Removal
AB:
After Boring
ACR:
After Casing Removal
Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other
times and other locations across the site could vary. to pervious soils, the indicated levels may reflect the location of groundwater- In
tow permeability soils, the accurate determination of groundwater levels may not be possible with only short -tens observations -
DESCRIPTIVE SOIL, CLASSIFICATION: Soil classification is based on the Unified Classification System. Coarse Grained Soils have
more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine
Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic,
and silts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added
according to the relative proportions based on grain size, In addition to gradation, coarse -grained soils are defined on the basis of their
in -place relative density and fine-grained soils on the basis of their consistency.
CONSISTENCY OF FINE-GRAINED SOILS
RELATIVE DENSITY OF COARSE -GRAINED SOILS
Standard
Unconfined Penetration or
Standard Penetration
Compressive N-value (SS)
or N-value (SS1
Strength, Qu, psf Blows/Ft.
Blows/Ft.
Consistency
Relative Density
< 500 <2
Very Soft
0-3
Very Loose
500 — 1,000 2-3
Soft
4-9
Loose
1.001 — 2,000 4-6
Medium Stiff
10 — 29
Medium Dense
2,001 — 4,000 7-12
Stiff
30 — 49
Dense
4,001 — 6,000 13-26
Very Stiff
50+
Very Dense
8,000+ 26+
Hard
RELATIVE PROPORTIONS OF SAND AND GRAVEL
GRAIN SIZE TERMINOLOGY
Descriptive Term(s) of other
Percent of
Major Component
constituents
Dry Weight
of Sample
Particle Size
Trace
< 15
Boulders
Over 12 in. (300mm)
With
15 — 29
Cobbles
12 in. to 3 in. (300mm to 75 mm)
Modifier
> 30
Gravel
3 in. to #4 sieve (75mm to 4.75 mm)
Sand #4 to #200 sieve (4.75min to 0.075mm)
RELATIVE PROPORTIONS OF FINES
Silt or Clay
Passing 4200 Sieve (0.075mm)
Descriptive Term(s) of other
Percent of
PLASTICITY DESCRIPTION
constituents
Dry Weight
Term
Plasticity Index
Trace
< 5
Non -plastic
0
With
5-12
Low
1-10
Modifiers
> 12
Medium
11-30
High
30+
J1-r .t 4 LUJU
Irerracon
r,

UNIFIED SOIL CLASSIFICATION SYSTEM
Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests' Soil Classification
Group
Symbol
Group Name"
Coarse Grained Soils
Gravels
Clean Gravels
Cu >- 4 and 1 < Cos I'
GW
Well -graded gravel'
More than 50% retained
More than 50% of coarse
Less than 5% fines`
Cu < 4 and/or 1 > Cc > 3`
GP
Poorly graded gravel'
fraction retained on
on No. 200 sieve
No, 4 sieve
Graveis with Fines More
Fines classify as ML or MH
GM
Silty gravel`" "
than 12% fines°
Fines classify as CL or CH
GC
Clayey grave;""
Sands
Clean Sands
Cu �: 6 and 1 < Cc < S
SW
Well -graded sand'
50% or more of coarse
Less than 5% fines'
Cu , 6 and/or 1 > Cc > 3`
SP
Poorly graded sand'
fraction passes
-
No. 4 sieve
Sands with Fines
Fines classify as ML or MH
SM
Silty sand""
More than 12% fines"
Fines Classify as CL or CH
SC
Clayey sand"...
Fine -Grained Solis
Siks and Clays
inorganic
PI > 7 and plots on or above 'R" line'
CL
Lean clay"`"
50% or more passes the
Liquid limit less than 50
Pf <4 or plots bet°w -A- fine'
ML
SiitV` "`
No. 200 sieve
organic
Liquid limit - oven dried
Organic clay"""
<0,75
OL
Liquid limit - not dried
Organic silo`
Silts and Clays
inorganic
PI plots on or above -A' line
CH
Fat clay"-"''
Liquid limit 50 or more
P1 lots below 'A- line
MH
Elastic Sill^
organic
Liquid limit - oven dried
Organic clay"
0.75
OH
liquid limit - not dried
Organic silt"r "°
Highly organic soils
Primarily organic matter, dark in color, and organic odor
PT
Peat
A Based on the material passing the 3-in. (75-mm) sieve
If field sample contained cobbles or boulders, or both, add "with cobbles
or boulders, or both" to group name.
°Gravels with 5 to 12% fines require dual symbols: GW-GM well -graded
gravel with sill, GW-GC well -graded gravel with clay, GP -GM poorly
graded gravel with silt, GP -GC poorly graded gravel with clay.
°Sands with 5 to 12% fines require dual symbols: SW-SM well -graded
sand with sill, SW -SC well -graded sand with clay, SP-SM poorly graded
sand with sill, SP-SC poorly graded sand with clay
tt Cu = DoolD,o Cc = {93o)
D,o x Dao
r If soil contains 2 15% sand, add 'With sand" to group name.
olf fines classify as CL-ML, use dual symbol GC -GM, or SC-SM.
"If fines are organic, add "with organic fines" to group name.
If sail contains_ 15% gravel, add "with gravel" to group name.
' If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay.
k If soil contains 15 to 29% plus No. 200,, add "with sand" or "with
gravel," whichever is predominant.
L tf soil contains _> 30% plus No, 200 predominantly sand, add
"sandy' to group name.
If soil contains - 30% plus No, 200, predominantly gravel, add
"gravelly" to group name.
"PI 2: 4 and plots on or above "A" line.
aPt < 4 or plots below "A" line,
P PI plots on or above "A" line.
°PI plots below "A" line.
60 . _ . I
... 1.
For classification of fine-grained
50 ,soils and tine -grained fraction
_ of coarse -grained soils
of - line
d
Horizons : P
Horirontal z; PI»4 to LL=25.5.
then PI»O.ia (LL-20)-
LX n0
;
Q l EquaLon of -U- • line
Vertif:N at LLu IFr to PIc71
r 30 t.- them"
U I • �'
t F r
I
F=
EL {
i
10.
r -_-- L MML L. OL
-- - f or
l
s
p-
0 10 16 20 30 40 50
6n 70 go 90
LIQUID LIMIT fLL1
-'-- S ,oa „o F P 1 4 2010 k
Irerracon
Form 111--619$

THIRD AMENDED AND RESTATED LIMITED LIABILITY COMPANY
OPERATING AGREEMENT
OF
ATLANTIC MARINE CORPS COMMUNITIES LLC
THIS T1-IIRD AMENDED AND RESTATED LIMITED LIABILITY COMPANY
OPERATING AGREEMENT (this "Agreement") of ATLANTIC MARINE CORPS
COMMUNITIES LLC (the "Company") is made as of November 20, 2007 (the
"Amendment Effective Date"), by and between AMCC MANAGING MEMBEIZ LLC, a
Delaware tirnited liability company, as the managing member (the "Managing Member") and
the UNITED STATES OF AM1RICA, Department of the Navy, as the member (the
"Government Member"). The Managing; Member and the Government Member are
collectively referred to as the "mernbers."
WI`iNESSE-TI.1:
WHEREAS, the United States Congress, through Subtitle A - Military Housing
Privatization Initiative of the 1996 Defense Authorization Act, P.L. 104-106, 110 Stat. 186
(the "Authorization") has provided alternative authorities for acquisition and improvement of
military housing;
WHEFt.EAS, pursuant to the Authorization, the Department of the Navy issued
Invitations for Offerors N62470-04-RP-00163, N-62470-06-RP-00013 and N-62470-07-R11-
00002, for creation of a public -private venture for the development and operation of housing
in support of Marine Corps operations at (i) Marine Corps Base Camp Lejeune, Jacksonville,
North Carolina, (ii) Marine Corps Air Station New River, Jacksonville, North Carolina,
(iii) Marine Corps Air Station Cherry Point, Havelock.. North Carolina, (iv) Stewart Terrace,
New York and to market and sell certain land and housing at Stewart Terrace, New York,
and (v) Westover Air Force Reserve Base, Massachusetts (as amended, the "11-0");
WFIE'REAS, Actus Lend Lease LLC responded to the IFO, and submitted its offer to
design, develop, finance, construct, renovate, demolish, sell, own, lease, replace, manage,
acquire, operate and maintain existing; and certain new residential units and associated
improvements at the Installations and to market and sell the. Stewart Sales Property (the
"AMMCC Offer");
WHEIZEAS, pursuant to the Authorization, the Department of' the Navy issuer] a
Request for Qualification and Request for Proposals N62467-99-R-0092, for creation of a
public -private venture for the development and operation of housing in support of Marine
Corps and Navy operations in Beaufort and Port Royal, South Carolina (as amended, the
"RI'1 P");
WHEREAS, Actus Lend Lease LLC responded to the )UP, and submitted its offer to
design, develop, finance, construct, renovate; demolish, sell, own, lease, replace, manage,
91004-00141I.FOA1,13388898.1 1
S P 1 4 2010

I
EXHIBIT A
LEGAL DESCRIPTIONS
Exhibit
No.
Property
A-1-1
Cherry Point: Grants Landing Housing
A-I-2
Cherry Point: Slocum Village Community Center
A- 1-3
Cherry Point: Slocum Housing
A- %'
Stewart Terrace Parcel
A-3-1
Camp Lejeune: Berkeley Manor
A-3-2
Camp Lejeune: Boy Scout Road
A-3-3
Camp Lejeune: Courthouse Hay
A-3-4
Camp Lejeune: Knox Mobile Home Park
A-3-5
Camp Lejeune: New River Enlisted Housing
A-3-6
Camp Lcjeune: New River Officer Housing
A-3-7
Camp Lejeune: Old Hospital Point
A-3-8
Camp Lejeune: Paradise Point North I
A-3-9
Camp Lejeune: Paradise Point North 2
A-3-10
Canip Lejeune: Paradise Point South
A-3-11
Camp Lejeune: Tarawa Terrace
A-3-12
Camp Lejeune: Watkins Village
A-3-13
Camp Lejeune: Scales Creek
A-4
Stewart Transfer Parcel
A-5
Tarawa Terrace 11
A-6
Grants Landing Apartments
A-7-1
Cherry Point Phase It: Grants Landing Housing
A-7-2
Cherry Point Phase 11: Nugent Cove
A-7-3
Cherry Point Phase H: Binder Oaks
A-7-4
Cherry Point Phase: 11: Hancock Village
A-7-5
Cherry Point Phase II: Slocum Village II
A-7-6
Cherry Point Phase I1: Grants Landing Sign
A-8- I
Camp Lejeune Phrase II: Watkins Village
41004-0014/LEGAL 13386598,9
Exhibit A-1
SEP 1 4 2010

A-8-2 Camp Lejeunc Phase 11: Paradise Point
A-8-3 Camp Lejeunc Phase II: Midway Park
A-8-4 Camp Lejeune Phase 11: New River Officers (Douglass
)load)
A-8-5 Camp Lejeune Phase II: Stone Street Lay -Down Area
A-8-6 Camp l,.ejeune Phasc II: Autumn Oval and Brewster Sill
A-8-7 Camp Lejeune Phase 11: Courthouse Bay Sign
A-8-8 Camp Lejeune Phase 11. Seth Williams and Charles Street
Sign
A-8-9 Camp Lejeunc Phase It: Stone Street and Seth Williams
Sign
A-8-10 Camp Lejeune Phase 1I: TTI Maintenance Buildings
A-9-1 Camp Lejeune Phase III: Midway Park
A-9-2 Camp Lejeune Phase III: Tarawa Terrace 11 and III
A-9-3 Camp Lejeune Phase III: Paradise Point Maintenance
Facility
A-10-I Cherry Point Phase III: Nugent Cove
A- l 0-2 Cherry Point Phase III: Grant's Landing Community
Center
A-10-3 Cherry Point Phase I11: Fort Macon Village
A-10-4 Cherry Point Phase III: Slocum Village — Area 2
A-10-5 Cherry Point Phase III: Lawson (Lanham) — Area I
A-11 Westover Parcel
A-12-1 Cherry Point Phase III Slocum Village Area 1 Delayed
Parcel
A-12-2 Cherry Point Phase III Slocum Village Area 3 Delayed
Parcel
A-12-3 Cherry Point Phase III Slocum Village Area 4 Delayed
Parcel
A-12-4 Cherry Point Phase III Slocum Village Area 5 Delayed
Parcel
A-12-5 Cherry Point Phase H1 Slocum Village Area 6 Delayed T
Parcel
A-12-6 Cherry Point Phase III Slocum Village Area 7 Delayed -
Parcel
Exhibit A-2 SEP 1 4 2010
9 i QQ0.-0014/LEGA 1.13386598.9

A-12-7 Cherry Point Phase III Slocum Village Area 8 Delayed
Parcel
A-13-1 Cherry Point Phase III Lawson (Lanham) Area 2 Delayed
Parcel
A-13-2 Cherry Point Phase III Lawson (Lanham) Area 3 Delayed
Parcel
Exhibit A-3 S E P X 4 7010
91004-00141Lf'.Ci A L l 33865989

w
Execution Copy
SECOND AMENDED AND RE, STATED
REAL ESTATE GROUND LEASE AND
CONVEYANCE OF FACILITIES
UNITED STATES OF AMERICA,
DEPARTMENT OF THE NAVY
"Government"
and
ATLANTIC MARINE CORPS COMMUNITIES LLC
91004.00 [ 4![,EGA L ] ]786598.10
"Lessee"
October 1, 2007
S E P 14 2010
I

R
AGREEMENT
NOW, THEREFORE, in consideration of the foregoing, of the mutual promises and
covenants set forth below, and for other good and valuable consideration, the receipt and
sufficiency of which are hereby acknowledged by the Parties, and subject to the terms,
conditions, covenants and agreements set forth in this Lease, the Parties hereby continue, amend
and restate the Amended Ground Lease in its entirety and agree as follows:
1. LEASE OF LAND AND CONVEYANCE OF EXISTING IMPROVEMENTS
1.1 The Government does hereby lease, let, demise and rent exclusively to Lessee, and
Lessee does hereby rent and lease from the Government, its rights, title and interest, on
The terins and conditions set forth herein, in certain land including: the Cherry Point
North Carolina Parcel, as more particularly described in Exhibit A-1 (the "Cherry Point
Parcel"), the Stewart Terrace New York Parcel, as more particularly described
in Exhibit A-2 (the "Stewart Terrace Parcel'), the Lejeune North Carolina Parcel, as
more particularly described in Exhibit A-3 (the "Lejeune Parcel"), the Stewart New
York Transfer Parcel, as more particularly described in Exhibit A-4 (the "Stewart
Transfer Parcel"), the Camp Lejeune North Carolina 'Tarawa Terrace Parcel, as more
particularly described in Exhibit A-5 (the "Tarawa Terrace Parcel"), the Cherry Point
North Carolina Grants landing Apartments Parcel as more particularly described in
Exhibit A-6 (the "Grants Landing Apartment Parcel"), the Cherry Point North
Carolina Parcel Phase 11, as more particularly described in Exhibit A-7 ((he "Cherry
Point Parcel Phase lI"), the Lejeune North Carolina Parcel Phase 11, as more
particularly described in Exhibit A-8 (the "Lejeune Parcel Phase 11"), the Lejeune
North Carolina Parcel Phase 1I1, as more particularly described in Exhibit A-9 (the
"Lejeune Parcel Phase III"), the Cherry Point North Carolina Parcel Phase 111, as more
particularly described in Exhibit A-10 (the "Cherry Point Parcel Phase I1I"), the
Westover Massachusetts Parcel, as more particularly described in Exhibit A-] 1 (the
"Westover Parcel'), each of which is attached hereto and made a part hereof and
depicted upon the surveys attached at Exhibit B-1 through B-I t, respectively (and
collectively referred to as the "Parcels"); (collectively, the Parcels are referred to as the
"Land-," those Parcels described in Exhibits A-7-1 through A-7-6 and Exhibits A-8-1
through A-8-10 and depicted upon the surveys attached as Exhibits B-7-1 through B-7-6
and Exhibits B-8-1 through B-8-10 are collectively referred to as the "Phase II Parcels"
and those parcels described in Exhibit A-9-1 through A-9-3, Exhibits A-]0-1 through A-
10-5 and Exhibit A-] I and depicted upon the surveys attached as Exhibit B-9-1 through
B-9-3, Exhibits B-10-1 through B-10-5 and Exhibit B-11 are collectively referred to as
the "Phase III Parcels") attached hereto and made part hereof; together with all and
singular the appurtenances, rights, privileges and easements unto the Land belonging or
in any way thereto appertaining including, but not limited to, the right of access to and
use of the streets, roads, electric, gas, telephone, water and sewer facilities now or in the
future appurtenant to, servicing or benefiting the band (collectively, the
"Appurtenances"). Fee title to the Land shall remain vested with the Government. In
addition to the foregoing, upon the Government's notice to the Lessee of the availability
of one or more Delayed Commencement Parcels, the Government shall lease to Lessee,
on the terms and conditions set forth herein, the Delayed Commencement Parcels, which
9I 4-001 vLEGA L 13386598,10
-4-
S EP 1 4 2010

IN WITNESS WHEREOF, the Government and Lessee have executed this Lease to be effective
as of the dale first written above.
WITNESSES:
Name: -To- tole
Name: 'J.e't t-1.•,�1�..
DISTRICT OF COLUMBIA
GOVERNMENT:
UNITED STATES OF AMERICA
By:7
—�`-'�- _
Scott Forrest, Director
Special Venture Acquisition Program
Naval Facilities Engineering Command
Department of the Navy
The foregoing instrument was acknowledged before isle on the --D-day of
pAemVfr-, 2007, by Scott Forrest, Director of the Special Venture Acquisition Program,
NavM Facilities Engineering Comrna.nd of the Department of the Navy on behalf of the United
States of America.
My Commission Expires
E-n� C, r��
Notary Public in and for
the said county and said state
Notary's Typed or Printed Name
Efizaboth T. McMahon
Notary Public, District of Columbia
My Gommi5sloa Explros 3-14-2010
(SIGNATI,IKE PAGE TO REAL ESTATE GROUND LEASE AND COWEYAUCE QE PACILIFIEsj
SFP 1 4 20M

Name. -c M.07.0A.
Name: CA—t A-*ri s
LESSEE:
Atlantic Marine Corps Communities LLC, a
Delaware limited liability company
By; AMCC Managing Member LLC, a
Delaware limited liability company,
its managing member
By: Actus Lend Lease Holdings LLC, a
Delaware limited liability company,
its sole member
By;
Name; -A�t E1 KiM'5
Title: Savior vjc,-
I3I9` RIOT Of--e0UJMB4A } ss.
sic)lrc. C(-nCWJCKC[1 )
I(Yl ores ow "i
The foregoing instrument was acknowledged before me on the 2_+ day of
Scakmbcr , 2007, by a Rol(Y�C�CS' etus Lend Lease
Holdings LLC, a Delaware limited liability company, the sole member of AMCC Managing
Member LLC, a Delaware limited liability company, the managing member of Atlantic Marine
Corps Communities LLC, a Delaware limited liability company, on behalf of such limited
liability companies.
Notary vblic in and Tor
the said county and said state
a *�O i rnr6rW
Notary's Typed or Printed Name
My Commission Expires l0.03•QP, __
[SIGNATURE PAGE TO REAL CSTATF GROUND LEASE AND CONVEYANCE OF FACILITIES)

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U.S. ARMY CORPS OF FACINEERS
WILMINGTON DISTRICT
Action Id. 200500210 County: Onslow U.S.G.S. Quad: Camo Le[eunc
NOTIFICATION OF JURISDIC1I0nAI. DETERNUNATI.ON
Propf tt"y", ,vFc f,Agcnt::,Cummandlna General
>'►ctciresd- F �1i?IXCON Attn: M. Korenek
1LMarine Corps Base, PSC Box 20004
am Lc'euneNorth Carolina 28 2-0004
Telephone No.:
Property description:
Size (acres) 1051 Nearest Town Sneads Ferry
Nearest Waterway New IMer River Basin White Oa
USGS HUC Q3020302 Coordinates N 34.7149 W 773463
Location description Parcel 3 Is located on the +crest mainside of Camp Leieune alone the New .River partially located
within the vicinity of Stone Sheet and Bicentennial Avenue, in Camp Leeieune, Onslow County, forth Carolina.
Indicate Which of the Following Apply:
Based on preliminary it formation, there may bt; wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final. a
jurisdictional determination roust be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
There arc Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the datc of this
notification.
Xf There arc waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed fivs years from the date of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. I'or a more timely
delineation, you may wish to obtain a cunsultant. To be considered final, any delineation mast be verified by the Corps.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
sighed by the Corps Regulatory Official identified below on 41712005. Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
�j The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(LAMA). You should contact the Division of Coastal Management in Wilmington. NC, at [phone] to determine
their requirements.
Page 1 of 2
SEP 14 2010

Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Jennifer S. Frye or Brad Shaver at 910-2514923/461 1.
Basis For Determination: This project Brea exhibits wetland criteria as destribed in the 1987 Corps Wetland Delineation
Manual and is adjacent to the New River, a navipab_le water of the U.S. This site also Contains waterbodies that exhibit
Ordinary Hi h Water [narks as indicated by changes in soil characteristics and the absence of ter estrial ve elation
and are tributaries to the New River. This determination is based on information submitted by Versar, Inc. and a site
visit by Jennifer Frye and Brad Shaver on 11/4/2004.
Remarks: copy furnished:
Steve Harriott, Versar, 1nc., 9200 Rum_sey Road, Columbia, MD 21045
Richard Marshall, PLS,355 Warner Winn Road, Kittrell, NC 27544
Phil Payonk, USACE. Wilminetan DistrictTS-PE, Wilmington, NC 28402
Corps Regulatory Official: - --
Date 04/07/2005 Qpiration mate 4/7/2010
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form niust be attached to the the copy of this form
• A copy of the "Notification Of Adnrinistrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form.
• if the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
Page 2 of 2
CEP 1 4 2010
s`

U.S. Marine Corps Base Came Lejcune
Wetlands Survey
MaiaSide Area 3 - Oaslow County, NC
Survey Date: Fall 2004
Map Date: 30 March 2005
Map Pmjection: UTM Zone 18N, NAD83
-..Rap! r'mjmionq: NCSP, NAD83; WGS84
Wetland CO—dt L_ Surveying Consultant:
Steve Harriou Richard Marshall, PI-S
Profisriortal Wetland Scientist 355 Warner Winn Road
Vcrsar, Inc. 1(ittrell, NC 27544
9200 Rumsey Road [phone]
Columbia, MD 21045
(410)740•6099
m
I� N
0
General MotesI.
All distances shown are ground horizontal.
2. This survey is tied to grid and the datum is NAD 83. -
3. distances,
Azimuths, and areas were computed from the DGPS survey dare using Are View GIs,'
4. This survey is prepared without the benefit of a Title Report and may not indicate all encumbrances on the property.
5. This survey is subject to ali easements. agreements and righuof-way of record prior to the date of the survey.
6. This survey is of the wetlands boundaries of Site 3 on the Maintw area of Marine Corps Base Camp Lejcune. in
Omrow County. ITC, as delineated and surveyed by Vasa, inn^ Cohunbia, MD,
7. This is a Class A DOPS survey.
8. The DGPS survey was performed using a Trimhlc GeoXT unit (P/N 49050.20) with an external differential antenna,
having sub -meter accuracy. The static tests performed Ca this hardware over known points during this surrey showed a
constant horizontal accuracy of 1 meter or better.
4. Stream locations depicted are approximate (not surveyed).
This map is a certified survey but has not been reviewed by a local
government agency for cornpliaace with any applicable land development
regulations and therefore does not meet the minimum uandards for
recording-
This certifies that this copy of this Plat accurately depicts the boundary of
the Jurisdiction of Section 404 of the Clean Water Act as determined by
the undersigned on this date. Unless there is a change in the law of
USACE published regulations• the rider inaii is of Section 404
jurisdiction any be relied upon for a period not w exceed five yeah from
this date. This determination was mock utili4a8 the 1997 Corps of
Fngineers wetlands [xliaearioe Mannar.
Corps of ]Engineers Approval
Name:
Title: A1wy�a�.�
Date: , ? Q-,Q �t7dS
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