SW8090310_Historical File_20090505

A421fa,
NCDEE R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
May 5, 2009
Jeff Baran, Manager
WRI-Hughes, LLC
6409 Westgate Rd.
Raleigh, NC 27617
Subject: State Stormwater Management Permit No. SW8 090310
Surf City Crossing — Harris Teeter
High Density Commercial Infiltration Basin Project with Out parcels
Pender County
Dear Mr. Baran:
Dee Freeman
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit Application
for Surf City Crossing — Harris Teeter on April 23, 2009 with additional information submitted on May 5,
2009. Staff review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit
No. SW8 090310 dated May 5, 2009, for the construction of the subject project.
This permit shall be effective from the date of issuance until May 5, 2019, and shall be subject to
the conditions and limitations as specified therein. Please pay special attention to the Operation,
Maintenance, and Reporting requirements in this permit. Failure to establish an adequate system for
operation and maintenance of the stormwater management system will result in future compliance
problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 1508 of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
If you have any questions please contact M.J. Naugle, or me at [phone].
Sincerely,
Georgette Scott
Stormwater Supervisor
Division of Water Quality
GDS/mjn: S:1WQSISTORMWATERIPERMIT1090310 apr09
cc: M. Floyd Adams, PE, The Adams Company, Inc. 910-293-2770, fax: 2766
Pender County Planning Department
District Engineer, NCDOT
Wilmington Regional Office
Central Files
M.J. Naugle
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: 910a50-20041 Customer Service:1-877-623-6748 NorthCarohna
Internet:,N,Nvr.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 090310
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT WITH OUTPARCELS
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
Jeff Baran and WRI-Hughes, LLC
Surf City Crossing— Harris Teeter
Hwy 210 at Hwy 17, Surf City, Pender County
FOR THE
Construction, operation and maintenance of six (6) infiltration basins in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater ruiesl and the
approved stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Water Quality and considered a part of
this permit.
This permit shall be effective from the date of issuance until May 5, 2019, and shall be subject to
the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.7 on page 3 of this permit. The total builtupon area approved for
this project is 631,660 square feet. The stormwater controls numbered BMP-1, 2, 3, 4, 5
and 6 have been designed to control and treat the runoff from 54,900; 173,160; 182,250;
55,953; 43,911; and 121,486 square feet of impervious area, respectively.
3. Each basin must be operated with a 50 foot vegetated filter drip designed to pass the
peak flow from the 10 year storm in a diffuse and nomerosive manner.
4. The tract will be limited to the amount of builtupon area indicated on page 3 of this
permit, and per approved plans and permit documentation. No future BUAis allocated in
this permit. The subdivision is permitted for nine lots, each allowed a maximum built
upon area as outlined in section II (18)(f) and Attachment A of this permit. Out parcel lots
number 8 and 9 must obtain a separate stormwater permit and treat the runoff.
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 area of this project must
be directed into the permitted stormwater control system.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 090310
7. The following design criteria have been permitted for the infiltration basins and must be
provided and maintained at design condition:
Design Criteria
BMP #1
DA#1
BMP #2
DA #'2,3,4
BMP #3
DA#5,6,7'
BMP #4
DA#8
BMP #5
DA#9
BMP #6
DA# 10,11
a. Drainage Area: acres
-Onsite, ff :
-Offsite, ft2:
1.7
86,240
7,960
4.65
193,940
8,680
4.86
211,740
0
1.58
69,030
0
1.25
54,660
3.24
140,840 '
b. Total Impervious Surfaces, ft2:
54,900
173,160
182,250
55,953
43,911
121,486
c. Design Storm, inches:
1.5
1.5.
1.5
1.5
1.5
1.5
d. Basin Depth, ft:
2
2
2
2
2
2
e. Bottom Elev., FMSL:
42
43
43
55
55
34.5
f. Bottom Surface Area, F.-
2,600
8,490
8,670
2,650
2,200
5700
g. Bypass Weir Elevation, FMSL:
4
45
45
57
57
36.5
h. Permitted Storage Volume, ft3:
6,666
21,762
22,230
6,795
5,641
14,615
i. Type of Soil:
Loamy Sand
LoamySand
Loamy Sand
Loamy Sand
Loamy sand
Loamy sand
'. Expected Infiltration Rate, in/hr:
6
6
6
6
6
6
k. Seasonal High Water Table, FMSL
40
41
41
53
53
32
I. Draw Down Time, hrs:
6
6
6
6
6
6
m. Receiving Stream / River Basin
Virginia Creek
/ Cape Fear
n. Stream Index Number
18-87-9
o. Water Body Classification:
"SA:HQW'
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the constructbn 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. Infiltration systems should not be used as erosion
control devices, due to the potential clogging. If fie 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.
3. The permittee shall at all times provide the operation and mahtenance 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 bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure and all components of the system must
be available at all times.
4. Records of maintenance activities must be kept and Trade 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. 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.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 090310
6. If the stormwater system was used as an Eroson Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and specifications
must be noted on the Certification. A modification may be required for those deviations.
8. Access to the stormwater facilities shall be maintained via appropriate recorded
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of buit-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 Phn approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
10. Prior to the construction of any permitted future areas shown on the approved plans, the
permittee shall submit final site layout and grading plans to the Division for approval.
11. The Permittee shall maintain a copy of the approved plans and specifications on file at all
times. At the time the permit is transferred to a new owner, the permittee shall forward
the approved plans to the new owner.
12. The Director may notify the permittee when the permitted site does not meet one or more
of the minimum requirements of the permit. Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying the site to
meet minimum requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
13. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such
as swales) shown on the approved plans as part of the stormwater management system
without submitting a revision to the permit and receiving approval from the Division.
14. The permittee is responsible for verifying that fie proposed built -upon area for the entire
lot, including driveways and sidewalks, does riot exceed the allowable builtupon area.
Once the lot transfer is complete, the builtupon area may not be revised without
approval from the Division of Water Quality, and responsibility for meeting the builtupon
area limit is transferred to the individual property owner.
15. Permanent seeding requirements for the stormwater control must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design
Manual.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 090310
16. Prior transfer of the permit or any lot/parcel within the permit area, the stormwater
facilities will be inspected by DWQ personnel. The facility must be in compliance with all
permit conditions. Any items not in compliance mast be repaired or replaced to design
condition prior to the transfer. Records of maintenance activities performed to date will be
required.
1'. 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.
18. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing complance with State
Stormwater Management Permit Number SW8 090310, as issued by the Division
of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with theStormwater Management
Permit.
C. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the State of North Carolina, Division of Water
Quality.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is in accordance with Attadiment A. This
allotted amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line and the
edge of the pavement. 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.
g. Lots within CAMA's Area of Environmental Concern may be subject to a reduction
in their allowable built -upon area due to CAMA regulations.
h. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the street,
grading the lot to drain toward the street, or gading perimeter swales and'
directing them into the pond or street. Lots that will naturally drain into the system
are not required to provide these measures.
i. Built -upon area in excess of the permitted amount will require a permit
modification.
j. Each lot/parcel within the subdivision whose ownership is not retained by the
permittee, must submit a separate Offsite Stormwater Management Permit
application package to the Division of Water Quality and receive a permit prior to
any construction on the lot.
19. A copy of the recorded deed restrictions must be submitted to the Division within 30 days
of the date of recording the plat, and prior to selling lots. The recorded copy must contain
all of the statements above, the signature of the Permittee, the abed book number and
page, and the stamp/signature of the Register of Deeds.
Ill. 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 came change, the permittee
must submit a completed Name/Ownership Change form to the Division of Water
Quality, signed by both parties, and 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.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 090310
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, suds 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 raissuance, renewal 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 in writing 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 application at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit issued this the fifth day of May 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
C�
*o,CoIee'nJ9. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 090310
Surf City Crossing Commercial Subdivision with Harris Teeter
Stormwater Permit No. SW8 090310
Pender Countv
Page 1 of 2
Desianer'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) herebystate that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 090310
Certification Requirements
Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
C. The drainage area to the system contains no more flan the permitted amount of
built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet / bypass structure weir elevation is per the approved plan.
6. The outlet / bypass structure is located per the approved plans.
7. A Trash Rack is provided on the outlet / bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause shortcircuiting of
the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
15. All components of the stormwater BMP are located in eitherrecorded common
areas or recorded easements.
cc: NCDENR-DWQ Regional Office
Pender County Planning Department
Page 8 of 8

BASIN DETAILS
SURF CITY CROSSING - HARRIS TEETER COMPLEX
-- I Total Cubic Feet
4/30/2009
eoe) a`ib310
Total Surface Area
Basin
Total
Volume
Forebay
Infiltration
Total
Forebay
Infiltration
Elev.
Volume
Elev.
Volume
1
Totals
529
42.0
529
-
-
650
3848
43.0
875
43.0
2973
4446
1100
3346
5053
".0
1360
".0
3693
56601
1620
4040
9430
2764
6666
-
-
-
2
Totals
490
43.01
490
-
--
620
3961
".0
755
".0
3206
4475
890
3585
5108
45.0
1060
45.0
4048
5740
1230
4510
9559
2305
7254
-
-
--
3
Totals
490
43.0
490
-
-
620
3961
".01
755
".0
3206
4475
890
3585
5108
45.0
1060
45.0
40481
5740
1230
4510
9559
2305
7254
-
--
-
4
Totals
490
43.0
490
-
-
620
3961
".0
755
44.0
3206
4475
890
3585
5108
45.01
1060
45.0
4048
5740
1230
4510
9559
2305
7254
-
-
-
5
Totals
380
43.0
380
-
-
510
3935
44.0
650
44.0
3285
4470
790
3680
5085
45.0
960
45.0
4125
5700
1130
4570
9400
1990
7410
-
-
--
6
Totals
380
43.0
380
-
-
510
3935
".0
650
44.0
3285
4470
790
3680
5085
45.0
960
45.0
4125
5700
1130
4570
9400
1990
7410
-
-
-
7
Totals
380
43.01
380
-
-
510
3935
44.01
650
".0
3285
44701
790
3680
5085
45.0
960
45.0
4125
5700
1130
4570
9400
1990
7410
-
-
-
8
Totals
3015
-
-
56.0
3015
-
-
3380
3780
-
-
57.0
3780
--
-
4180
6795
1 -
6795
-
-
-
9
Totals
2451
-
-
56.0
2451
-
-
2702
3190
-
-
57.0
3190
-
-
3678
5641
-
5641
-
-
-
10
Toiais
540
34.5
540
-
-
780
4203
35.51
960
35.5
3243
47761
1140
3636
5389
36.51
1325
36.5
4064
5992
1510
4482
10132
2825
7307
-
-
-
11
Totals
540
34.5
540
-
-
7
4203
35.5
960
35.5
3243
4776
5389
36.5
1325
36.5
4064
5992
10132
2825
7307
-
-�
w
w
w
i
w
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r
T'EADAMS COMPANyINC.
CONSTRUCTION AND DEVELOpMENT
708 Abner Phillips Road
Warsaw. North Carolina 28398
[phone] Fax [phone]
Joe u r'f- e-o c C Iraq E r re3 f t¢ rt�
SHEET NO.
t (
OF_ 1
CALCULATED BY
DATE Z LG li
CHECKED By
DATE
SCALE
oL o ((7,z 1mf&4-/T6Tjt •Daa,.4
5x1 X 0.11 t o,o x Sr-0
J x (. S x Acrco
i4j Oo� � /2".eft f7�
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66-t —1 r+��Y t/,a�✓J ` Ufa ��` - Ei / e,t .. -X �• 9 + 0.69

SURF CITY CROSSING
HARRIS TEETER w/ OUTBUILDINGS
3/02/09
STORM DRAIN CALCULATIONS
Attached are the calculations for the storm drainage system for the Harris Teeter area, Alston
Blvd. and the outbuildings to "�"�"� <Y,
ng ,at�t to the Harris Teeter. These calculations are
based on the 10-year stort*°QjaeG'r a. These calculations are correct to the best of
my knowledge.
SSAL
12273
M. Floyd 4doms, P.E..:
3jzV-7

3/2/2009
STORMWATER PIPING DETAILS
HARRIS-TEETER AREA
Inlet #
Grate Elev.
Invert In
I Invert Out
Pi a Out
% Slope I
Size ft.
Length
Basin
1
8a
45.50
-
42.50
1.25
40
0.18
8b
45:20
42.43.
42.33
1.25
12
0.19
8
..44.90
42.31
42.21
1.25
12
1.67
Basin
2 3 4
1
49.40
-
46.80
1.25
182
0.34
2
49.60
45.63
45.32
2.00
76
0.32
2a
50.70
-
47.50
1.25
172
0.18
2b
50.30
47.20
47.10
1.25
80
0.56
2c
50.50
46.65
45.80
2.00
80
0.08
2d
49.60
45.73
45.63
2.00
60
0.14
3
49.50
45.08
44.98
2.00
112
0.39
4
48.80
44.54
43.94
2.50
120
0.23
4a
48.40
-
45.50
1.25
100
0.18
4b
48.50
45.32
44.97
1.50
208
0.16
4c
48.30
44.64
44.54
1.50
76
0.25
5
48.80
43.66
43.56
2.50
60
0.27
6
48.50
43.40
43.30
2.50
116
0.32
7
47.60
42.93
42.33
3.00
8
0.19
7a
47.60
-
44.50
1.25
56
0.18
7b
48.80
-
45.11
1.50
64
0.15
Basin
5 6 7
9
56-80
-
52.50
1.25
148
1.40
10
54.30
50.43
50.33
1.25
64
1.45
11
53.60
49.40
49.05
1.25
56
1.40
12
52.80
48.27
48.17
1.50
132
0.31
13
50.70
47.76
47.66
1.50
44
0.60
14
50.40
47.39
46.79
2.00
76
0.52
14a
58.30
-
55.00
1.25
160
3.00
14b
53.50
48.90
48.80
1.50
112
1.00
14c
52.80
-
49.00
1.50
48
0.14
15
50.40
46.40
45.80
2.50
116
0.35
15a
51.70
-
48.00
1.25
168
0.40
15b
50.30
47.33
46.98
1.50
16
0.32
15c
50.60
46.93
46.83
1.50
88
0.47
16
49.00 1
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THE _. -._ � INC.
COM
CONSTRUCTION AND DEVELOPMENT
708 Abner Phillips Road UAY
Warsaw, NC 28398
Phone [phone]
Fax [phone] L..= " 4�3 �,O
May 4, 2009
Mary Jean Naugle
NCDENR - Express Stormwater
127 Cardinal Dr. Extension
Wilmington, NC 28405
Subject: Stormwater Project
Surf City Crossing — Harris Teeter
The following is the additional requested information for the above -mentioned project.
Please find enclosed:
2 originals of sheets SITE 2 of the plans,
- Corrected Basin Details (changed bottom elevations of Basin 10, 11)
Additional information on Infiltration Supplements for DA 2-4, DA 5-7, DA 10-11
Copy of email noting responses of questions.
2 copies of the sheets that were submitted to the Town of Surf City for approval
Check for $500.00.
Please do not hesitate to call me at 910-293-2770 if you have any questions.
cerely,
t
Bob Mitchell
The Adams Company, Inc.
Encl.
Bob\Docunwnts\Word%ngr Spe=To ton\MJNaugle.DENR.Itr2.doc

Revised Additional Information Request- SW8 090310 Surf City Cro...
Subject: Revised Additional Information Request- SW8 090310 Surf City Crossing - Harris Teeter -
4/30/9
From: Mary Jean Naugle <[e-mail]>
Date: Thu, 30 Apr 2009 10:13:30 -0400
To: Mary Jean Naugle <[e-mail]>
CC: Bob Mitchell <[e-mail]>,,Floyd <[e-mail]>,
[e-mail], Mary Naugle <[e-mail]>
Bob;
Please add item 7 to the additional information request.
7. Please provide 2 copies of the full size plan approved by the local authority
for vested rights prior to October 2008. A memo was submitted with the
application, but a site specific plan needs to be included.
thank you
Mary Jean
Mary Jean Naugle wrote:
thank you
Bob Mitchell wrote:
Mary Jean,
I can understand the confusion. The plan I sent a couple days after we met
should have cleared up the property versus the permit lines. I will add the
statements you asked for on sheets Site 1 and Site 2, no problem.
Item 1. OP-8 is the Jones-Onslow parcel; between OP-7 and OP-9
Item 2. The USCAE required the entire area to be submitted as one project.
The area separated as Captiva Commons will not be part of the stormwater
permit. The wetlands amount that I noted on the plans was for the area that
is included in the stormwater permit. I will make clearer notes on sheet
Site 2
Item 3. Noted above.
Item 4. I'll add the information and re -submit these supplements
Item 5. My mistake; should be 34.5 bottom elevation and 36.5 top of bank,
I'll correct the supplement.
I should be able to get this back out to you on Monday. Floyd and I are
attending the Stormwater seminar in Raleigh tomorrow.
Thanks,
Bob Mitchell
[e-mail]
The Adams Company, Inc.
708 Abner Phillips Rd.
Warsaw, NC 28398
910-293-2770 - Office
910-293-2766 - Fax
910-296-3349 - Cell
1 of 3 4/30/2009 10:33 AM

Revised Additional Information Request- SW8 090310 Surf City Cro...
-----Original Message -----
From: Mary Jean Naugle [mailto:[e-mail]] Sent: Wednesday, April
29, 2009 2:40 PM
To: Bob Mitchell; Mary Naugle; [e-mail]
Subject: Re: SW8 090310 Surf City Crossing - Harris Teeter
Bob
RE; 1,2 and 3 below - it would help if the site plan 41 and 2 had the line
for permit labeled as property/permit line and the other property line
labeled differently. It would also help if the area for the Captiva Commons
apartments is labeled on the stormwater plan site plan #1 and 2 as "Captiva
Commons Apartments for future stormwater permit"... or something to
distinguish between what is permitted and what is within the common plan of
development.
Please confirm that you receive this memo.
thank you
Mary Jean
Mary Jean Naugle wrote:
Bob;
Please provide the following additional information for the state
stormwater application:
1. Please verify the location of parcel # 8 on the plans. The survey
map with bearings and distances for lot lines and property lines
as well as site plans # 1 and 2 that were submitted do not locate
parcel #8. Parcel #8 is listed on the BUA table but not on the
plans. The property map should be the same documentation
submitted to the local authority with approval prior to October
2008 for projects requesting vested rights.
2. Please provide consistent documentation for the 401 wetlands
approval and the state stormwater application. The plans approved
by the 401 division in Dec 2008 located apartments for the Captiva
Commons on the southwest corner of the property, but this BUA is
not represented on the plans for the state stormwater
application. If the BUA for the Captiva Commons is within the
common plan of development and is planned in the future on
property outside this permit, then locate this as future and label
as "outside the proposed permit area". The parcel numbers and
locations are different between the 401 plans and the state
stormwater plans. Please update notification to the 401 Division,
Joanne Steenhuis, as appropriate.
3. Please clearly delineate property and permit lines where they
differ. There are two sets of property lines on the site plans #
1 and 2.
4. Please provided consistent values on the supplements, plans,
calculations and other permit documents. The supplements report
the drainage area and BUA for the basins combined but the storage
and bottom surface areas are reported for the individual sections
only. Please correct the supplements for the combined basins by
writing in the total surface areas to the right of the column that
reports the individual surfaces areas. For example, DA 2,3, 4
would report a storage SA of 5740 sf with the following written to
the right: "x3 - 17,220 sf. Please correct each supplement for
combined drainage areas.
5. Please verify the bottom and storage elevations on supplement #
HT-DA 10,11. The supplement reports elevations of 34 and 36 ft
2 of 3 4/30/2009 10:33 AM

Revised Additional Information Request- SW8 090310 Surf City Cro...
respectively; whereas the plan and bua table reports elevations of
34.5 and 36.5 ft.
6. Please provide $500 additional information fee in the express
program.
If the information can be provided within 24 hours the additional
information fee can be waived in the express program to allow review to
continue without interruption.
thank you,
Mary Jean
Mary Jean Naugle
NC DENR Express Permitting
i
910-796-7303
910-350-2004 fax
Please note: E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
3 of 3 4/30/2009 10:33 AM

Bob Mitchell
From: Bob Mitchell [mRchells82Qearthlink.net]
Sent: Wednesday, April 29, 2009 5:27 PM
To: 'Mary Jean Naugle'
Cc: Floyd
Subject: RE: SW8 090310 Surf City Crossing - Hams Teeter
Mary Jean,
I can understand the confusion. The plan I sent a couple days after we met should have
cleared up the property versus the permit lines. I will add the statements you asked for on
sheets Site 1 and Site 2, no problem.
Item 1. OP-8 is the 3ones-Onslow parcel; between OP-7 and OP-9
Item 2. The USCAE required the entire area to be submitted as one project. The area
separated as Captiva Commons will not be part of the stormwater permit. The wetlands amount
that I noted on the plans was for the area that is included in the stormwater permit. I will
make clearer notes on sheet Site 2
Item 3. Noted above.
Item 4. I'll add the information and re -submit these supplements
Item 5. My mistake; should be 34.5 bottom elevation and 36.5 top of bank, I'll correct the
supplement.
I should be able to get this back out to you on Monday.
Stormwater sem Tlink.net
eigh tomorrow.
Thanks,lot
Bob Mitc ell
mitchells82fdea
The Adams Company, Inc.
708 Abner Phillips Rd.
Warsaw, NC 28398
910-293-2770 - Office
910-293-2766 - Fax
910-296-3349 - Cell
Floyd and I are attending the
-----Original Message -----
From: Mary Jean Naugle [mailto:[e-mail]]
Sent: Wednesday, April 29, 2009 2:40 PM
To: Bob Mitchell; Mary Naugle; jbaranLObobhughes.com
Subject: Re: S:lB 09631e Surf City Crossing - Harris Teeter
Bob
RE; 1,2 and 3 below - it would help if the site plan #1 and 2 had the line for permit labeled
as property/permit line and the other property line labeled differently. It would also help
if the area for the Captiva Commons apartments is labeled on the stormwater plan site plan
1

#1 and 2 as "Captiva Commons Apartments for future stormwater permit"...
or something to distinguish between what is permitted and what is within the common plan of
development.
Please confirm that you receive this memo.
thank you
Mary lean
Mary lean Naugle wrote:
> Bob;
> Please provide the following additional information for the state
> stormwater application:
> 1. Please verify the location of parcel # 8 on the plans. The survey
> map with bearings and distances for lot lines and property lines
> as well as site plans # 1 and 2 that were submitted do not locate
> parcel #8. Parcel #8 is listed on the BUA table but not on the
> plans. The property map should be she same documentation
> submitted to the local authority with approval prior to October
> 2008 for projects requesting vested rights.
> 2. Please provide consistent documentation for the 401 wetlands
> approval and the state stormwater application. The plans approved
> by the 402 division in Dec 2008 located apartments for the Captiva
> Commons on the southwest corner of the property, but this BUA is
> not represented on the plans for the state stormwater
> application. If the BUA for the Captiva Commons is within the
> common plan of development and is planned in the future on
> property outside this permit, then locate this as future and label
> as "outside the proposed permit area". The parcel numbers and
> locations are different between the 401 plans and the state
> stormwater plans. Please update notification to the 401 Division,
> Joanne Steenhuis, as appropriate.
> 3. Please clearly delineate property and permit lines where they
> differ. There are two sets of property lines on the site plans #
> 1 and 2.
> 4. Please provided consistent values on the supplements, plans,
> calculations and other permit documents. The supplements report
> the drainage area and BUA for the basins combined but the storage
> and bottom surface areas are reported for the individual sections
> only. Please correct the supplements for the combined basins by
> writing in the total surface areas to the right of the column that
> reports the individual surfaces areas. For example, DA 2,3, 4
> would report a storage SA of 5740 sf with the following written to
> the right: "x3 - 17,220 sf. Please correct each supplement for
> combined drainage areas.
> 5. Please verify the bottom and storage elevations on supplement #
> HT-DA 10,11. The supplement reports elevations of 34 and 36 ft
> respectively; whereas the plan and bua table reports elevations of
> 34.5 and 36.5 ft.
> 6. Please provide $500 additional information fee in the express
> program.
> If the information can be provided within 24 hours the additional
> information fee can be waived in the express program to allow review
> to continue without interruption.
q

> thank you,
> Mary Sean
Mary Sean Naugle
NC DENR Express Permitting
910-796-7303
910-350-2004 fax
Please note: E-mail correspondence to and from this address may be subject to the North
Carolina Public Records Law and may be disclosed to third parties.
3

THE ADAMS COMPANY, INC. STHN BANK AND TRUST COMPANY
708 ABNER PHILLIPS ROAD WARSAW, NC 28398
WARSAW, NC 28398-8510 66-258/531
[phone]
5443
5/4/2009
ORDERPAYTOTHE NCDENR-Express Storm Water $ **500.00
OF
Five Hundred and
DOLLARS 8
NCDENR-Express Storm Water
Surf City Crossing
� $D�31c) "MOO 544311. 1o053i025861:498b6163681I°
THE ADAMS COMPANY, INC. 5443
NCDENR-Express Storm Water
Permits
5/4/2009
4PLOUi l
fiev.0
o y zgkA
Sv3sog03to
500.00
Checking-SB&T Surf City Crossing 500.00

INFILTRATION BASIN ANALYSIS
FILENAME: s:lwgslstormwaterlexcel spreadsheetslinbasin1090310 apr09
PROJECT NUMBER: SW8 090310 apr09
PROJECT NAME:
surf city crossing with hams teeter
REVIEWER:
mjn
Basin 1
Basin 2
Basin 3
da#1
da#2.3.4
da#5.6.7
Receiving Stream
virginia creek
virginia creek
virginia creek
River Basin
cape fear
cape fear
cape fear
Index Number
18-87-9
18-87-9
18-87-9
Classification
SA;HQW
SA;HQW
SA;HQW
IMPERVIOUS AREA CALCULATION
Buildings
Parking & Streets
Concrete & SW
Other/Future
TOTAL
VOLUME CALCULATION
Drainage Area =
% Impervious, 1=
Cc=
Rv=
SHWT Elev.=
Infiltration Rate, In/hr =
Bottom Elevation=
Bottom Surface Area =
Top/Storage Elevation =
Top/Storage SA =
Design Storm =
Rational? Y or N
Design Volume =
Total Volume Provided=
Storage met at elevation=
Time to Draw Down =
First Run Date:
Last Modified: 28-Apr-09
Basin 4
da#8
virginia creek
cape fear
18-87-9
SA;HQW
Basin 5
Basin 6
da#9
da#10.11
virginia creek
virginia creek
cape fear
cape fear
18-87-9
18-87-9
SA;HQW
SA;HQW
54900
173160
182250
55953
43911
121486
54900
173160
182250
55953
43911
121486
74200
202620
211470
69030
54660.00
140840
73.99%
85.46%
86.18°/
81.06%
80.33%
86.26%
0.05
0.03
0.03
0.04
0.04
0.03
0.72
0.82
0.83
1.78
0.77
0.83
40.00
41.00
41.00
41.00
53.00
32.00
6.00
6.00
6.00
6.00
6.00
0.00
Isk i- .
42
43
43
55
2600
8490 i
8670
2650
220G
44
45
45
57
57
r365
-5660
17220
17100
4180
3678
-
forebay+main
forebay+main
forebay+main
forebay+main
1.5
1.5
1.5
1.5
1.5
1.5
n
n
n
n
n
n
6640
20747
21825
6726
5282
14547
8260
25710
25770
6830
5878
17584
43.61
44.61
44.69
56.97
56.80
36.15
5.11
4.89
&03
5.08
4.80
5.20 it
Cc
9f
sf
`msl
p/hr
'msl
5f 4MICk
msl
;f
n
;f
:f
msl
1rs.
25 YEAR 24 HOUR STORM Intensity, i,= 8 inches / 24 hours =.33 in/hr.
Qr= C i A = 0.03 ! 0.04 I 0.04 I 0.02 0.02 0.03 cfs
Qp thru bottom of basin= 0.36 1.18 f 1.20 0.37 E 0.31 0.78 cfs
10 YEAR 10 MIN HIGH INTENSITY EVENT intensity, i, = 7 in/hr
Volume = 372.181 568.10 1 563.47 1 252.17 1 207.28 373.22 cfs
COMMENTS
Volume and drawdown are ) within Design Requirements.

DIVISION OF WATER QUALITY A� P R&O
INFILTRATION SYSTEM INVESTIGATION
Scheduled Site Visit Date and Timezo %
Project Name: Surf City — Harris Teeter County: Onslow
Street Address: Hwy. 210, Surf City, NC
Directions from the nearest intersection of two major roads: From Wilmington,
go to Hwy. 210 / US 17 intersection. Turn left onto Hwy. 210, go 300 yards, Site
on right.
>1 acre being disturbed? YES NA CAMA Major required? YES NO
Consultant Name: M. Floyd Adams Phone: [phone]
Consultant Firm Name:
Bore Number
1
2
3
4
5
6
7
a Existing Ground Elevation
35.5
35.5
35.5
35.5
b Proposed Bottom Elevation
35.5
35.0
35.0
35.5
c Subtract a — b
.0
.5
.5
.0
d Add 2 ft. Min. Bore Depth)
2.0
2.5
2.5
2.0
e Soil Type
Sand
Sand
Sand
Sand
Infiltration Rate OK?
Y
Y
Y
Y
Actual Elev. Of SHWT
33.5
32.5
33.0
33.5
h Max. lowest bottom elev.
35.5
34.5
35.0
35.5
3� " 74 ' dL .4
Comments
-S®
S
&Ais
Required Attachments:
1. Legible vicinity map & written directions to the project.
2. Compete Soils Report.
3. Map of the site with the boring locations to be tested.
All proposed infiltration areas and existing, active utility lines located within the proposed
basin/trench must be marked and flagged. If these areas are not flagged, the Soils Scientist
reserves the right to decline to do the investigation. If the proposed infiltration system will be
located in an area of existing pavement and there is no open area nearby, equipment capable of
breaking through the impervious layer must be provided. The soils investigation does not take
the place of a soils report prepared by an appropriate professional. The Soils Scientist will only
verify the soil conditions that are reported in the Soils Report, and make a determination as to
the suitability of the site to meet the infiltration design requirements under NCAC 2H.1000, and
assumes no liability should the system fail.
S:IWQSISTORMWATERIFORMSIinfiltration site visit.for

(- c c, . 2-- 3 -09
LLP ECS CAROLINAS, LLP _
GAKOLMAs Geotechnical - Construction Materials • Environmental • FacilitiesDecember 17, 2008
Mr. 7effBaran
Hughes Baran Development
6409 Westgate Road
Raleigh, North Carolina 27617
Re: seasonal High water Level Estimation.
Surf city Crossing Apartments
Surf City, Pender County, North Carolina
ECS Project No. 22.14629
Dear Mr. Baran,
ECS Carolinas, LLP (ECS) recently conducted an estimation of the Seasonal High Water Level (SHWL)
for the proposed infiltration areas at the proposed Surf City Crossing Apartments in Surf City, Pender
County, North Carolina. This letter, with attachments, is the report of our estimation.
Field Testing
On December 11, 2008, ECS met with Mr. Bob Mitchell with the Adams Company Inc. in order to locate
the boring locations. ECS then conducted an exploration. of the subsurface soil conditions at four
requested locations shown on the attached. Test Location Plan (Figure 1). The purpose of this exploration
was to obtain subsurface information of the in -place soils for the proposed infiltration areas. ECS
explored the subsurface soil conditions by advancing one hand auger boring into the existing ground
surface at the requested boring locations. ECS visually classified the subsurface soils and obtained
representative samples of each soil type encountered. ECS recorded the SHWL observed at the time of
each hand auger boring. The attached. SHWL sheet provides a summary of the subsurface conditions
encountered at each hand auger boring location.
The SHWL was estimated at each boring location below the existing grade elevation. Below is a
summary of each baring location.
Location
SHWL
1
24inches
2
36 inches
3
30 inches
4
24 inches
The SHWL may vary within the proposed site due to changes in subsurface conditions and elevation.
If you have any questions regarding this report, please contact us at [phone].
spy,
ECS CARULINAS, LLP l�
K. Brooks Wall
Staff Geologist
Attachments: Site Dmgmm/SHWL sheet
Wslid M. Sobh, P.
Principal Engineer
7211 Ogden Business Parke Suite 201 • Wilmington. NC 28411.• (910) 686-91149 Fax [phone]* www.eeslimited.com
Asheville. NC • Charleston, SC • Charlotte, NC • Conover, NC *• Greensboro, NC • Greenville. SC - Faymvllle. NC • Little River, SC
Raleigh, NC • Swansboro, NC * • Wilmington, NC
* testing services only

� r r • �
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Jehmyr VK NBI■m■ deed 1OIZ90B: ♦ +
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Envfmnm■nlal4toup�
+ Appeved II' LWACCE mlreaenl■Bw M ZBBB
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r • r y �
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• • ♦ •
♦ r +
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Surf City Crossing Apartments
Surf City, Pander County, NC
ECS Project No. 22-14629
December 11, 2009
KBW
BORING LOCATIONS
�!ssu.rr� LLP
CAMCDU
Figure .1-Boring Location Plan
Provided by: The Adams Company
14.

C<<- 2-3-0 CA -
Season High Water Level Estimation
Surf City Crossing Apartments
Surf City, Pender County, North Carolina
ECS Project No. 22.14629
December 11, 2008
Location Depth Soil Description
1 0-12" Grey fine SAND
12"-16" Brown fine silty SAND
16"-3 6" Tan fine SAND
Seasonal High Water Table was estimated to be at 24 inches below the existing
grade elevation.
Location Depth
2 0-14"
14"-18"
18"-36"
Soil Description
Grey fine SAND
Brown fine silty SAND
Tan fine SAND
Seasonal High Water Table was estimated to be at 36 inches below the existing
grade elevation.
Location Death Soil Description
3 0-15" Grey fine SAND
15"-18" Brown fine silty SAND
18"-36" Tan fine SAND
Seasonal11igh Water Table was estimated to be at 30 inches below the existing
grade elevation.
Location Depth Soil Description
4 0-13" Grey fine SAND
13"-15" Brown fine silty SAND
15"-36" Tan fine SAND
Seasonal High Water Table was estimated to be at 24 inches below the existing
grade elevation.

FW: Surf City - Harris Teeter
Subject: FW: Surf City - Harris Teeter
From: "Bob Mitchell" <[e-mail]>
'Date: Tue, 3 Feb 2009 15:25:24 -0500
To: "Janet Russell" <[e-mail]>
Janet,
I hope the new year is going good for you.
I am having difficulty getting this to go through to Vincent Lewis.
Can you help me by forwarding this to Vincent?
Thanks,
Bob
From: Bob Mitchell [mailto:[e-mail]]
Sent: Tuesday, February 03, 2009 3:08 PM
To: '[e-mail]"
Subject: FW: Surf City - Harris Teeter
Vincent,
When can we meet to verify the borings that Brooks Wall did in December?
Bob
From: Bob Mitchell [mailto:[e-mail]]
Sent: Friday, December 19, 2008 8:45 AM
To: '[e-mail]'
Cc: Floyd
Subject: Surf City - Harris Teeter
Vincent,
Attached is the request form and the soils (boring) report.
Please advise of a date.
Thanks,
Bob Mitchell
[e-mail]
The Adams Company, Inc.
708 Abner Phillips Rd.
Warsaw, NC 28398
910-293-2770 - Office
910-293-2766 - Fax
910-296-3349 - Cell
1 of 2 2/4/2009 8:51 AM

PJD N(5-k- RUVIDE-_ V--LA(IS
CAROLE
ECS CAROLMUS, LLP
Geotechnical - Contraction Materials - Environmental . Fwaities May 13,2008
Mr. Howard Penton
6105 Oleander DAM Suite 101
VflMiV9ftA North Carolina 28403
Re: Seasonal High Water Level Estimation.
Surf Chy Crossing
Surf My, North Carolina
Dear Mr. Penton,
4
?I f4c(X��_
rCS PzDjcr-t No. 22-14053
ECS Carolinas, ILP (ECS) recently conducted IM Mbn3aft(M Of the Seasonal High Water Ixyd (SHWL)
for the Proposed wet pond areas at the Surf City Crowing Site m Surf City, North Carolina. This letter,
with attachments, is the report of our estiroafm
Field Taftg
On May S. 2009 ECS nut with Mr. Howard Penton an site in order to Provide the requested tat
locations. EM then conduded an explondim of the -subsurface soil and ground water conditions at
twelve reqaested locations shown on the attached Site Diagram The purpose of this expIM-atim was to
obtain subsurface inf=zbon Of the M-Place 80i1s for the Proposed wet pond areas. We explored the
St ate sail and ground water conditions by advancing one hand auger boring mto the Wstmg ground
smf= at the requested boring locations. We vhxWly classified the subsurface soils and obtatined
.,Rxc8entWw samples of each -soil type emoontmv& Wealso recorded the ground water level observed
at the time of each band anger boring The allschad SHWL sheet provides a sunmxry of the mAwntme,
WUUUMM encountered at each hand anger boring location.
The ground water level and the SHWI. were estimated at each baung loc&on below the =wtmg grade
elevation. Below is a summary of each bming location. IYII
Locafion.
waterjxval
SHWIL
71—
55 firbas
36 inches
2
48 inches
30 inches
3 ✓
50 ides
34 inches
4
.32 inches
22 inches
5
34
20 OW
6
36 inches
24,
7
40 fach=
30 incb
9
31fochas
20,inches
9
40
26.inches
010cu1Morf,
so fixim
Minch
TT
34 inches
20imeb
12
36
24imb
7211 Ogden Business PhA-Suite201 -VfibhWoI4KC28411 *(9 10)686-9114 "Fax [phone]we wwwAcs!miMd;com
Asheville. NC - OwduftNC- Q=n6aMxc.GmcnMrSC 4RnWzb,NC - SwndxMNC* - vnmhW0njqC
. . . **sft2MVi=jMAY.

SHWL Estimation
Surf City Crossing
Surf City, North Carolina
ECS Project No.22.14053
The SHWL may vary within the proposed site due to changes in subsurface conditions and elevation.
If you have any quesdons regarding this report, please conta►?t us at (9 10) 686-9114.
Respeaffully,
ECS CAROU NAS, LLP
44,ifpq
K Brooks Wall
Staff Geologist
AttaSite Diagram/SHWL sheet
Walid M. Sobb, P. E.
Principal Engineer

i
r 1
J t
)4
—T7 r ��~t'•�t j•• j
L(MM'S MOMS CBNIFjw, DEC. t • t - � ` ,li
� s
lI— Oy �.
07 _
"� ® � �` '_•.� •fin - �
le
ILI
® BORING LOCATIONS
Surf Oty Ckesdng
SmiChy, NC
Locsffa peovlda try:
Phi as DsVd0pmMt
M ProjedNo. 22-14M
May 2M
8BW

Season. High Water Level Estimation
Surf City Crossing
Surf City, North Carolina
ECS Project No. 22.14053
May 8, 2008
Location Depth Soil Description
1 0-6" Brown silty SAND (possible fill)
6"-36" Grey fine SAND (possible fill)
36"-60" Tan fine SAND (possible fill)
Seasonal High Water Table was estimated to be at 36 inches below the existing
grade elevation.
Ground water was encountered at 55 inches below the existing grade elevation.
Location De Soil Description
2 0-6" Black sandy SILT (possible fill)
6"-36" Brown fine SAND w/silt (possible fill)
36"-60" Grey fine SAND (possible fill)
Seasonal High Water Table was estimated to be at 30 inches below the existing
grade elevation.
Ground water was encountered at 48 inches below the existing grade
elevation.
Location D th Soil Description
3 0-24" Grey fine SAND
24"-28" Brown silty SAND (possible pan)
28"-36" Tan fine SAND
Seasonal High Water Table was estimated to be at 34 inches below the existing
grade elevation.
Ground water was encountered at 50 inches below the existing grade
elevation.

Season. High Water Level Estimation
Surf City Crossing
Surf City, North Carolina.
ECS Project No. 22.14053
May 8, 2008
Location Depth Soil Description
4 0-14" Grey fine SAND
14"-32" Tan/brown fine SAND w/silt
32"-36" Tan fine SAND w/clay
Seasonal High Water Table was estimated to be at 22 inches below the existing
grade elevation.
Ground water -vas encountered at 32 inches below the existing grade
elevation.
Location D_pe _ Soil Description
5 0-20" Grey fine SAND
20"-34" Black silty SAND/ sandy SILT (possible pan)
Seasonal High Water Table was estimated to be at 20 inches below the existing
grade elevation.
Ground water was encountered. at 34 inches below the existing grade
elevation.
Location D th Soil Description
6 0-24" Grey fine SAND
24"-36" Black silty SAND/ sandy SILT (possible pan)
Seasonal High Water Table was estimated to be at 24 inches below the existing
grade elevation
Ground water was encountered at 36 inches below the existing grade
elevation.

Season High Water Level Estimation
Surf City Crossing
Surf City, North Carolina
ECS Project No. 22.14053
May 8, 2008
Location Depth Soil Description
7 0-12" Grey fine SAND
12"-36" Tan fine SAND
Seasonal High Water Table was estimated to be at 30 inches below the existing
grade elevation.
Ground water was encountered at 40 inches below the existing grade
elevation.
Location Depth Soil Description
8 0-20" Grey fine SAND
20"-30" Black silty SAND/ sandy SILT (possible pan)
Seasonal High Water Table was estimated to be at 20 inches below the existing
grade elevation.
Ground water was encountered at 34 inches below the existing grade
elevation.
Location Dew Soil Description
9 0-20" Grey fine SAND
20"-26" Tan fine SAND
26"-40" Black silty SAND/ sandy SILT (possible pan)
Seasonal High Water Table was estimated to be at 26 inches below the existing
grade elevation.
Ground water was encountered at 40 inches below the existing grade
elevation.

Season. High Water Level Estimation
Surf City Grossing
Surf City, North Carolina.
ECS Project No. 22.14053
May 8, 2008
Location Depth Soil Descriytion
10 0-24" Grey fine SAND
24"-28" Black silty SAND/ sandy SILT (possible pan)
28"-60" Tan fine SAND
Seasonal High Water Table was estimated to be at 24 inches below the existing
grade elevation.
Ground water was encountered at 50 inches below the existing grade
elevation.
Location D_eth Soil Description
1 l 0-20" Grey fine SAND
20"-34" Black silty SAND/ sandy SILT (possible pan)
Seasonal High Water Table was estimated to be at 20 inches below the existing
grade elevation.
Ground water was encountered at 34 inches below the existing grade
elevation.
Location D Pth Soil Description
12 0-24" Grey fine SAND
24"-36" Black silty SAND/ sandy SILT (possible pan)
Seasonal High Water Table was estimated to be at 24 inches below the existing
grade elevation.
Ground water was encountered at 36 inches bellow the existing grade
elevation.

From:
v. /.- C7..f C 100
03/15/2ms Is:10
r. a".5
SM4 P. M2/OM
ENGINEERING CONSULTING SERVICES, LTD.
Geotechnicai a Consuvcdm Materials • Eavuvnm®tel
Mr. Howard Pecim M
6105 OleanderDdvp Suite 101
win, Nadi Cu ohns 2803
Re: Bmdmdm DRAFT RePURT
Hwy 17 and Hwy 210
Surf City, Notch Clatdina
Dar)&. PewM
Mauch 15, 2006
ECS. Ltd. Ptojed M. 22.11992
iaB Ca�ilt g Suvic % Isd. eaodnded an *fik a dm evai MUM for
the ps+opoNA mfibodanam at the land.pawd locomd.begols tho i&a0090tt of i WMkya 210
and 17 is Surf Cky, Noah Carolina. This letter, with aftachtt cM K u the zq=t of ow
Fidd h v ociptimu.
On Much 14tb, 2M, WS met with )&. Penton and candmeW an WvcsdSId= of the
subso6ce sail and V=W water cons iooa.at two kcKiams. Mt Pmbon requested to
keep the sits with the test locsUogs. ao :e�ae- is not p wvided with this gcpm :..The
Pia of ,"M kveMphan was to, obtain mkmnfi= Wm=d=of dc mitehift of the in -
Ave sails for the Pwased. on sa+ea. We kmmdVW the iubm ioe NH and
gmwA
wakrounsta me by advapW cne ihpad a boraogioto sllgaudm.
roquestad teat locali�a. We; =&= atthe twa
a vwtta11�c1esd5ed•tbe abriuiiioe ions aoddttaioed�
e *= of each sal type a"mtet+ed. yyp �q rmonded giomd worter kvd abaavodst�e
tithe of am Ju nd aaW hadvg� The aftMdyod:h B m iWtFm.ptvvides a moma
of the a"IfMc eaad' M covntaed at C"hwdsw bxkg 10cmiolk 7`
Gtuuod water was caQom twd drain, fi of O dw Et tat kc dren•at a dq* of 37
iacha below the-mang S ada.dvvmt m IU aaaooal NO Womd water Isaac (313 N ) waa
estimated to be at a dgAh cf 32.iwcb=at tin ugtto W tern, At dww ow, d teatcatio lon,
°� �14d �!' s tnn 4q' oonoln� zt 36 inches bdow dv Ajda ft $ ad dev KIM and the BM M
Wu to beat a depth of 28 iioehm.
We have aadeetad infiltnst M ftm near wx hmd augur bodmp to tote t m
for the subsurfsaoe oo�R � . m6hZation rate
taa WIN -r& t&csW I:be odatta&jW above
,
the SllatLEorbothto�ts,
W

From:
03/15/200fi 18:10 1E344 P.003/003
ImmkIpon Evahabon
Hwy 17 and Hwy 210
sw(Cty. NW& Cuohm
£CS, LAC Project No. 22,11982
FM TeK Results
At the 5rt teat locstiiuk the Wiltmtim test was pufam ed at 12 inches in a yellow fine SAND
and W&COtod flu fix traticm late of 0.15 inches per miaate (9 0 we bCs Pcr bmw). At the second
teat location, the in5lhation test was pmfonu d at 10 inches is a on $me SAND and indicated
an iatiltratioa rate of 0.24 inches per meat: (143 h hes per hoes).
Infiltrahm rates may vary wiffik the proposed site due to possible changes m subsurface
conditions.
1f you have any questions rcguding this report, Pksse cantsct to it (910) 69&9114.
RcspoctfWly,
ENGUUNAM CONSOLMWG STr1itVIM LTD-
K
. Brookes wail
StaffGoologist
Anadmma r Site Dkpm
kMtmda a Evahmdm
WSW M. Sobb. P. E,
Prilm4al FmId
NC Lic eme No. 229&3

p'`a�wU-t O 44ki
Zia% — vuo (o
-tk&% APB 4 4.-C. 4tu
lAWq*UO-A~ LA&C
Q,o ItA*m /W...
.T) 0peiW Ig& .
14% �Ilmc -� ow � &,a
lxw*wj, tjk,% 4r
G4nlb hLOi , Lett

,HEADAMS COMPANYINC.
CONSTRUCTION AND DEVELOPMENT
708 Abner Phillips Road
Warsaw, NC 28398
Phone [phone]
Fax [phone]
April 22, 2009
Mary Jean Naugle
NCDENR - Express Stormwater
127 Cardinal Dr. Extension
Wilmington, NC 28405
Subject: Stormwater Project
Surf City Crossing — Harris Teeter
APIR
The following is the additional requested information for the above -mentioned project.
Please find enclosed:
- 2 originals of sheets SW-6 of the plans,
- 4 originals of Project delineation sheets with Direction/Distances noted
o 2 of these are for the Lowes Plan revision file. -sue$ OS OSbZ
Please do not hesitate to call me at 910-293-2770 if you have any questions.
The Adams Company, Inc.
BobOoou c=%W-dlEngt SpecslpentonWiNaugle.DENRItrl.doc

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A 4 0
CCDF R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
'Beverly Eaves Perdue Coieen H. Sullins
Governor Director
March 6, 2009
Jeffrey W. Baran
WRI Hughes, LLC
6409 Westgate Road
Raleigh, NC 27617
Subject: Request for State Stormwater Management Permit Application
Harris Teeter Surf City Crossing
Stormwater Project No. SW8 090310
Pender County
Dear Mr. Baran:
Dee Freeman
Secretary
On October 3, 2008, the Wilmington Regional Office received a copy of an Erosion Control Plan for the subject project.
The North Carolina AdminWrative Code requires any project that proposes more than 10,000 square feet of built -upon area, or
that must receive either Sedimentation and Erosion Control Plan approval and/or a CAMA Major permit to apply for and receive
a Stormwater MenagerneW Permit by the Division of Water Quality. Any construction on the subject site, prior to receipt of the
required permit, will constitute a violation of 15A NCAC 2H.1000 and may result in appropriate enforcement action by this
Either a Storrrwlrater Permiit Application Package including 2 Sets of plans, completed application form, fee, and supporting
documentation, or a written response regarding the status of this project and the expected submittal date must be received in
this Office no later than April 6, 2009. A I r must accomoanv vo_yf rmit �gglice0on Failure to respond to
this request may result in the initiation of enroroement action, and cm may experience a subsequent delay.
Do not confuse the NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control plan approval letter or a
non -delegated local stormwaterordinance approval with the Coastal SIonnwater Management Permit, which will be signed by
the Stormwater Supervisor of the Division of Water Quality. Please reference the Protect Number above on all
correspondence. If you have any questions, please call me at (910}-796-7215.
5i rely,
P. nson
Environmental Engineer II
GDS/kpj: S:IWQSISTORMWATEMSTORMSUB120091090310.mar09
cc: Pender County Building Inspections
Bob Mitchel; The Adams Company, Inc.
Wilmington Regional Office File
Central Files
Wilmington Regional Oft
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] Customer Service:1-877-623-6748
Internet www.ncwaterqualty.org
An Fn,+nl r awwwh,np„ 1 ABfn"nam ArrbM 0:rnn1f"W
'rthCarolina
Aa&rallff

ATLA.
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Michael F. Easley, Governor
Director and State Geologist William G. Ross, Jr., Secretary
October 03, 2008
LETTER OF RECEIPT OF EROSION CONTROL PLAN
WRI-Hughes, LLC
ATTN :- Jeffrey W Baran
6409 Westgate, Road
Raleigh, NC 27617
RE: Project Name: Surf City Crossing - Harris Teeter - Express
Project ID: Pende-2009-009
County: Pender, Hwy. 210, Surf City
River Basin: Cape Fear Stream Classification: Other
Submitted By: Bob Mitchell, The Adams Company,
Date Received by LQS: October 02, 2008
Plan Type: New
Dear Mr Baran:
This office has received a soil erosion and sediment control plan for the project listed above which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (G.S.
113A-57 (4)).
The Act requires that all persons disturbing an area of one or more acres of land must obtain
approval of a soil erosion control plan prior to the commencement of the land -disturbing activity
(G.S. 113A-54(d) (4)). The Act further states that this plan must be filed a minimum of 30 days
prior to the activity and the approving authority must approve or disapprove the submitted plan
within 30 days of receipt. Failure of the approving authority to approve or disapprove the submitted
plan within the 30-day period will be deemed approval of the plan.
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior
to the approval of an erosion and sediment control plan is a violation of the Act.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] / Fax: (910)

Letter of Receipt
Project :- Surf City Crossing - Harris Teeter
October 03, 2008
Page 2 of 2
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance
with Federal and State water quality laws, regulations and rules.
If you have questions please do not hesitate to contact this office. Your cooperation in this matter is
Sincerely,
Rhonda Hall
Assistant Regional Engineer
Land Quality Section
cc: Bob Mitchell, The Adams Company, Inc.

STORMWATER SUBMITTAL REQUIREMENTS
INFILTRATION/EXFILTRATION SYSTEMS
Basins and Trench
Objective
A. Collect all runoff from all BUA (proposed and/or existing and/or offsite) as the case may be,
by any means including piping or swales, and direct it to the infiltration system.
B. Check the proposed basin/ trench design to make sure it meets or exceeds the minimum
design criteria for design storm, volume and drawdown.
ii. What makes up a complete infiltration basin / trench application package?
A. Two sets of sealed, signed & dated layout & grading plans with appropriate details.
B. Completed application with supplement(s), SWU-101, SW401-infiltration Trench, SW401-
Infiltration Basin, and inspection and maintenance agreements.
D ed restriction document, if applicable. (subdivisions & projects with out parcels)
Baled, signed & dated calculations.
A soils report containing information in regard to the soil type, boring locations, seasonal high
water table elevation and expected infiltration rate.
�F --- Chlorides test results must be provided if the project is within Y2 mile of SR waters (Phase 11).
(This is only required to test out of SR water treatment requirements)
III. BIMS entry (for DWQ use only)
Enter & track application acknowledged date, review date, add info requested/received dates, permit
issue dates, and drainage area info. Best done after the add info letter is written and before sending
permit up for signature.
IV. Shell documents (for DWQ use only)
Permit shells: s:lwgslstormwaterlshelllshighcominbasin
S:\wqs\stormwater\shells\highcomintrench
s:lwgslstormwaterlshellslhighsubin basin
s:\wqs\stormwater\shells\highsubintrench
Calculations: s:lwgslstormwaterlexcel spreadsheetslinbasin
s:lwgslstormwaterlexcel spreadsheetslintrench
V. Review Procedure- look for consistency between the various elements of the package- application,
plan and calculations_
A. APPLICATION
k_1,­'_9riginaI signatures are required. Photocopied signatures cannot be accepted.
A completed infiltration basin or infiltration trench supplement, one for each proposed
system. A signed, dated and notarized Inspection and Maintenance Agreement for
each proposed system with an original signature.
3. The elevations, areas and volumes reported on the supplement match up to the
numbers used in the calculations and shown on the plan details.
Built -upon areas are reported in square feet in Section 111.6.
:5 Receiving stream name and classification.
6. Section 111.E is filled in -cannot be left blank. One column must be filled in for each
, proposed infiltration basin or trench.
" the applicant is a corporation, partnership or LLC, look it up on the Secretary of State
Corporations Database. Make sure corporation is spelled correctly (capitalization and
punctuation matter) and that the person signing the application is at least a vice-
president in the corporation, a General Partner in the partnership, a member in a
member -managed LLC, or the manager of a manager -managed LLC. Need
documentation to support if the Articles of Incorporation do not list the members or
managers of the LLC. If an agent signs, then a letter of authorization is needed from the
president, vice president, general partner, member or manager.
8. For subdivided projects, a signed and notarized deed restriction statement must be
provided.
Soils report with the SHWT, Soil type and expected infiltration rate.

Infiltration Basin & Trench, cont.
B. CALCULATIONS
1. The basin or trench must draw down within 5 days. Spray irrigation is not acceptable as
the sole means of g1ra own.
2. The design ston55f the project is subject to Phase II or is sited within'/ mile of
and draining to SA waters. The design storm for projects subject to Phase it sited
within Y2 mile of and draining to SR waters must treat the difference between the pre
and post development conditions for the 1-yr 24-hr storm. Otherwise, use 1" design
storm.
3. Report the bottom surface area.
4. Report the surface area at the overflow. elevation.
5. Show the calculation for the minimum required volume.
Provide a table of elevations, areas, incremental volumes and accumulated volumes to
demonstrate that the minimum required volume has been provided.
7. Calculations are signed, sealed & dated.
8. Report the Drainage Area and Built -upon area for each basin or trench.
9. The seasonal high water table must be at least 24" below the proposed bottom
elevation of the system. For Phase II projects, at least 12" of this must be in naturally
occurring soils.
10. All runoff in excess of the design storm must bypass to a vegetated filter prior to
entering the basin or trench. If the system is designed to store a larger design storm
(generally 2-3 times the minimum), the requirement for an offline bypass can be waived.
Please contact the Division to determine what design storm is appropriate for the
project.

A OF-) t°
Infiltration Basin & Trench, cont.
46z1(Iul
C. PLANS - Plan sheets should be kept to a minimum. For small commercial single basin
projects, the plan set could consist of only 2 or 3 sheets, layout, grading and details. For
larger projects, show as much information as possible on as few sheets as possible, without
cluttering them up.
1. Development/Project Name
2. Engineer name and firm.
3. Legend
4. North Arrow
5. Location Map with nearest intersection of two major roads shown. Major road is any 1,
2, or 3 digit NC, US or interstate highway.
6. Scale- standard engineering scale, no off-the-wall stuff.
7. Date
8. Revision number and date, if applicable.
9. Original contours, proposed contours, spot elevations, finished floor elevations, pipe
inverts, swale inverts, etc.
10. Existing drainage (piping, swales, ditches, ponds, etc.), including off -site. Include a map
delineating the offsite drainage areas.
Property/Project boundary lines, bearing & distances. , PROP) PeeAIV"�`
-1-2— Mean High Water Line or Normal High Water Line, if applicable.-
13. Drainage easement locations shown on the plans along with their width. d�
14. Wetlands delineated, or a note on the plans that none exist. Provide a copy of the Uk
wetlands delineation map signed by the Corps of Engineers, or have the applicant
include a copy of the unsigned delineation map submitted to the Corps. Infiltration
systems may not be located in wetlands unless a permit to fill those wetlands has been
obtained and the soils meet the SHWT and hydraulic conductivity requirements.
15. Details for the roads, parking, cul-de-sacs, including sidewalk width, radii, dimensions &
slopes.
16 / Apartment / Condo development- provide a typical building footprint with dimensions,
and note all concrete and wood deck areas.
1 The drainage area for each basin or trench is clearly delineated and numbered to match
up to the calculations and supplement. Drainage area delineation is best done as a
separate plan sheet.
(1 A basin section detail showing bottom and storage elevations, 3:1 side slopes. The side
slopes of an infiltration basin are not restricted to vegetation. They may be hardened
with rock, timber, concrete, decorative brick, etc.
19. A trench section detail with the perforated pipe diameter, filter fabric wrapped around
the pipe and around the trench, trench height and width, rock fill type.
If using a pre-fab chamber structure, provide details of the chamber, including model #,
length, width, chamber volume and number of chambers being used.
A bypass structure detail is provided showing a trash rack with :56" square openings,
and the necessary bypass weir or pipe elevation. Several types of bypass structure
designs are acceptable.
22. Dimensions for each line and arc formed by the bottom contour of an infiltration basin.
2v3� All runoff in excess of the design storm must pass through a vegetated filter prior to
being discharged into the receiving stream. The filter must be 50' long for SA waters
and 30' long for non -SA waters.
24. All infiltration systems must be located at least 50' from the MHW line of surface waters.
25. Vegetation is specified for basin slopes not being hardened. Weeping Love Grass is not
suitable as a permanent vegetated cover for side slopes.
26. All roof drainage must be directed to the system. Show the roof drain collection piping
on the plans. This is especially necessary for projects where the buildings back up the
property lines where roof drainage may leave the site prior to going through the system.
27. Monitoring wells may be required on a case -by -case basis.

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Re: Surf City Crossing
Subject: Re: Surf City Crossing
- From: "Bob Mitchell" <[e-mail]>
Date: Tue, 24 Jun 2008 15:26:35 -0400
To: "Mary Jean Naugle" <[e-mail]>
Thanks,
Bob
'C.T
----- Original Message.----- Q'
From: "Mary Jean Naugle" <[e-mail]>
To: "Bob Mitchell" <[e-mail]> n
Cc: <[e-mail]>; "Sharon" <[e-mail]>
Sent: Tuesday, June 24, 2008 2:48 PM `
Subject: Re: Surf City Crossing
Bob
You mentioned that you were planning to fill in basin #4 and relocate
the system. Remember that you need a modification to the existing Lowe's
permit if you change the basins, drainage areas, or BUA, etc...SW8
050502. You have to correct the supplements, calculations, bua and
drainage area tables, plans, etc...
Submit separate requests to Janet for express project on each permit -
new or modified.
The permit modification to SW8 050502 that I have in the office now is
changing the drainage areas, bua, and allocations to the existing
basins; so you should check back in a couple of weeks to get a current
copy of the permit and plans. Janet can help you with that.
Mary Jean
IBob Mitchell wrote:
IAttached is the infiltration system investigation form and a layout of
Ithe locations of the borings that Vincent verified this morning.
I I Before we submit for the stormwater permit I will have the developer
review and 'nail down' the property lines and activities within and around
the property lines.
I will follow this email up with a 'D' size print for your files.
Bob Mitchell
The Adams Company, Inc.
708 Abner Phillips Rd.
Warsaw, NC 28398
[e-mail]
910-293-2770 - office
910-293-2766 - fax
910-296-3349 - cell
1 of 1 4/21/2009 8:53 AM

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[Fwd: [Fwd: Scoping Mtg - Surf City Crossing]]
Subject: [Fwd: [Fwd: Scoping Mtg - Surf City Crossing]]
From: Mary Jean Naugle <[e-mail]>
Date: Tue, 10 Jun 2008 14:29:49 -0400
To: [e-mail], [e-mail], [e-mail], Mary Naugle
<[e-mail]>, [e-mail]
Bob and Floyd;
a" SEv gw)
1. The ac-in is a requirement of the new BMP issued in 2007 and effective
10/07. Please note that its an inch of water over 2 acres. Its a conversion from
ft3 to acre -in (2 ac-in = 7,260 ft3).
2•. You can store in a pond and then pump to infiltration and infiltrate at the rate
of the pump. Provide 0&M for pond and demonstrate storage for design storm, then
demonstrate infiltration in the basin, and be sure to demonstrate appropriate sizing
of all components of the system.
3. Pumps, see attached. Provide calculations on sizing and specs for pumps and
associated piping system.
4. I am not sure that i understand this question, but the piping is limited by
sizing, flow, velocity, head, elevation, etc...
5. Infiltration systems must be placed in native soil. Any fill must be approved by
the Division's soil scientist at the site visit.
[15A NCAC 2H. 1008 (d)(7).
6. What are you using the gravel area for? Only minimal landscaped gravel areas can
be pervious.
Please come at 9:30 on Monday, 6/16/08
scheduled.
thank you
Mary Jean Naugle
I have a conflict at 9 a.m. as previously
-------- Original Message --------
Subject: Scoping Mtg - Surf City Crossing
Date: Tue, 10 Jun 2008 10:54:20 -0400
From: Bob Mitchell <[e-mail]>
To: <[e-mail]>
CC: Floyd Adams <[e-mail]>, Sharon <[e-mail]>
Ms. Naugle,
We are scheduled to meet with you on Monday, 6-16 at 9:00 am.
Here are a few questions we have that I thought you may want before we get into the
meeting. The BMP manual is not clear or detailed enough for these scenarios.
Surf City Crossing:
288 apartment complex
High Density
Within 1/2 mile of SA Waters 1.5" of stormwater control (must be infiltrated)
1. Are there any options for exceeding the 2.0 acre limit for an exposed
infiltration basin? Like "spider" piping with perforated pipes.
2. Options for storing the stormwater? Can it be "trickled" into an open basin that
is used for another area slow enough as to not to exceed the infiltration rate using
orfice restrictions? Most of the basins have an infiltration rate of 6" per hour or
1 of 2 6/10/2008 2:33 PM

[Fwd: [Fwd: Scoping Mtg - Surf City Crossing]]
more. Infiltration is not the problem. The challenge is storing the water
temporarily until it can be placed into a basin for infiltrating.
i
3. What is the criteria for utilizing pumps to get the stormwater to the
infiltration basin?
4. Is there a 2-acre volume limitation on the underground piping system of
infiltration?
5. Is there a limit to the amount of "like -soil" fill that can be used to level the
exposed basin bottom and/or increase the separation from the SHWT?
6_ Can an exposed area with several inches of cleaned #57 stone be considered a
pervious area? In some of the areas where underground piping is to be utilized, we
were going to cover it with a minimum of 18" of stone.
See you Monday.
Bob Mitchell
The Adams Company, Inc.
708 Abner Phillips Rd.
Warsaw, NC 28398
[e-mail]
910-293-2770 - office
910-293-2766 - fax
910-296-3349 - cell
Pump guidelines Oct 2007 update.doc Content -Type: application/msword
Content -Encoding: base64
Content -Type: application/msword
Checklist for Express Permitting.doc
Content -Encoding: base64
checklist.doc
Content -Type: application/msword
Content -Encoding: base64
2 of 2 6/10/2008 2:33 PM

Surf City Crossink
Subject: Surf City Crossing
° From: Janet Russell <[e-mail]>
Date: Tue, 10 Jun 2008 14:35:55 -0400
To: "M. Floyd Adams" <[e-mail]>, Bob Mitchell <[e-mail]>,
[e-mail]
CC: Mary Jean Naugle <[e-mail]>
*Surf City Crossing*
June 10, 2008
We have received the Penton's confirmation for the stormwater scoping meeting
scheduled with *Mary Jean Naugle on Monday, June 16, 2008 at 9:00 AM.* I believe
that someone from The Adams Company may have confirmed directly with Mary Jean.
Please verify that if correct. Also, Mary Jean would like to meet closer to 9:30
AM if possible. I do not want anyone to have to wait 30 minutes in the lobby if
avoidable.
We look forward to seeing everyone on Monday the 16th at 9:30.
Thanks,
Janet Russell
Express Coordinator
1 of 1 6/10/2008 2:36 P�
i

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TOWN OF SURF CITY
P. O. BOX 2475 214 N. NEW RIVER DRIVE SURF CITY, NC 28445
Telephone: [phone] Fax: [phone]
httpJlsmfcity goyofnce.com
A. D. (Zander)Y. Jr, ]!+Mayor Cm
ma Donald R Helm Council Member
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Michael H. Corky, Cojtcil Member Douglas C. Medlin, Mayor Pro-tm
William J (Buddy) Fow* Council Member
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Property; MIS. ❑ if. not wvm Su e f -Crr-rr 0tv Zoning aw_
• 1, the undersigned property owner, request access and permission to construct driveway(s) or street(s) on public right-
of-way at the above location.
• I agree to construct and maintain driveway(s) or street entrance(s) in absolute conformance with the current `Policy on
Street and Driveway Access to North Carolina Highways' as adopted by the North Carolina Department of
Transportation.
• i agree that no signs or objects wilt be placed on or over the public right-of-way other than those approved by NCDOT.
• I agree that the driveway(s) or street(s) will be constructed as shown on the attached plans.
• I agree that that driveway(s) or street(s) as used in this agreement include any approach tapers. storage lanes or
speed change lanes as deemed necessary.
• I agree that if anyfuture improvements to the roadway become necessary, the portion of driveway(s) or street(s)
located on public right-of-way will be considered the property of the North Carolina Department of Transportation, and
I will not be entitled to reimbursement or have any claim for present expenditures for driveway or street construction.
• (agree that this permit becomes void if construction of driveway(s) or street(s) is not completed within the time
specified by the 'Policy on Street and Driveway Access to North Carolina Highways.
I agree to pay a $50 construction inspection fee. Make checks payable to NCDOT. This fee will be reimbursed if
application Is denied.
• I agree to construct and maintain the driveway(s) or street(s) in a safe manner so as not to interfere with or endanger
the public trawl.
• I agree to provide during construction proper signs, signal lights. ftaggers and other warning devices for the protection
of traffic in conformance with the current -Manual on Uniform Traffic Control Devices for Streets and Highways and
Amendments or Supplements thereto. Information as to the above rotes and regulations may be obtained from the
District Engineer.
• I agree to. indemnify and save harmless the North Carolina DepaRrnent of Transportation from all damages and claims
for damage that may arise by reason of this construction.
• i agree that the North Carolina Department of Transportation will assume no responsibility for any damages that may
to caused to such facilities, within the highway right-of-way limits. in carrying out its construction.
• I agree to provide a Performanoe and Indemnity Bond in the amount specified by the Division of Highways for any
oanstrsction proposed on the State Highway system
• The granting of this permit is subject to the regulatory powers of the NC Department of Transportation as provided by
taw and as set forth in the N.C. Policy on Driveways and shall not be construed as 'a contract access point.
I AGREE TO NOTIFY THE VIS PJCT ENGINEER WHEN THE PROPOSED WORK BEGINS AND WHEN IT IS
COMPLETED.
PuQl 20
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APPLICATION RECEIVED BY DIS':F4r-T ENGINEER
SIGNATURE DATE
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APPLICATION APPROVED BY
INSPECTION BY NCDOT
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SIGNATURE TITLE DATE
COMMENTS.

HARRIS TEETER at SURF CITY CROSSING
Commercial Stores
Surf City, Pender County
NARRATIVE
A. General Information
1. Project Title: Harris Teeter at.Surf City Crossing
2. Location: Hwy. 210, Surf City, NC
3. 24.60 Acres - Total Project Area (24.22 - On -Site / 0.38 Off -Site Acres)
4. 18.50 Acres - Disturbed Area
5. Wetlands (2.98 acres) are within this project and will disturb less than 0.50 acres
6. Current owner - WRI-Hughes, Surf City, LLC, 6409 Westgate Road, Raleigh, NC 27617
7. The land is currently wooded with no built -upon areas
8. Stormwater will be managed using drain inlets, concrete piping and infiltration basins.
9. Water will be supplied through existing lines owned by Surf City Utilities. Wastewater
treatment will also be handled by Surf City Utilities.
10. No Historic Sites are a part of this project.
11. There are no known non-compliance issues with NCDENR.
B. Stormwater Information
i. Located in the Cape Fear River Basin, flowing to Virginia Creek - SA;HQW classification
2. Project will be High Density with Commercial Food Store and others.
3. Proposed b0.1% impervious vs. total property area (23.9 acres)
4. There will be 11 Infiltration basins.
5. Approximately 100% of all built upon area will be collected and directed to the infiltration
basins.
6. There will be a level spreader and a 50' filter strip at the outlet of the overflows.
7. No coastal management concerns applicable.
8. Off -site area will consist of 1 storage bin area and 1 sewer lift station.
9. There will not be any road construction across another property to access this property.
10. Soil evaluations have been performed by Brooks Wall of ECS Carolinas, LLP.
Verification of the infiltration basin areas have been done by Vincent Lewis, Consultant for
NCDENR
C. Erosion Control Information
1. Total disturbed area will be 18.50 acres and will be done in one phase.
2. Temporary sediment traps will be located around the project and will also be in the same
location as the infiltration basins.

ISM
W; ECS CAROLINAS, LLP
CAROLINAS Geotechnica1 • Construction Materials • Envimumentad • Fac "!!" Dleces�bw 17, M
Mr. .effBaran ,
Hughes BaranDevedoproont
6409 WestgaW Road
Raldcb, North Carolina 27617
Re: Seasonal Iiigh Water Level Estimation
Suff City Crossing Apartments
Surf City, Ponder County, North Carolina
ECS Project No. 22.14629
Dear Mr. Baran, .
ECS Carolinas, LLP (ECS) recently conducted an estimation of the Seasonal High Water I.eve1(SHWL)
for the'pioposed won areas at the proposed Surf City Dossiog Apartments in Surf City, Peader
County, North Carolina. 7hm letter, with a&wbrocnfa6 is the report of our estimation.
I+feld Tag
On Docanbm -11. 2008, ECS met with Mr. Bob Mitchell with the Adams C UgMy Inc. in order to locate
the bow locations. BC7S then co&uxed an exploration of the Wbou faw sofl conditions at fog
requested locations shown on ba-sHadbed Test Loca#ion Plan (fr mm 1). Tho purpose of ibis exploration
was to obtain sabsurf m inftmation of the injlacc sags for the proposed infiltration areas. ECS
explored the sabsur6abe-soil conditions by advmwing one hard =gw boring into 'the =dating ground
surface at the requested baring locations. ECS visually. classified rho subsu&m sofis and obtasoed
represeotative samples of each soft type a wounterod. ECS recorded Ilse SHWL observed at the time of
each hand vagw bomi& The attached SHWL sheet provides a summary of the substirface canditions
ccomotened at ea& band augwboriagloce6on.
The MML was estimated at each boring location below the edftng grade elevation. Below is a
summary of each boring location.
i ce
WL .
1
24 mches
2
36 bo
- 3
30 inches
4
244 inches
The SHWL may vary within the proposed site duo to changes m subsurface conditions and elevation.
If you have any gnestions regarding this report, please contact us at [phone].
Rgspectfidly.
RCS CAROLUUk7P
K. Broolts WaII
Sfsf Geologist
-�nr.7,1 .nr 9. r
Mj Woula___ Sobh, P.
7211 Ogden Business Park- Suite 201 a Wilmington;ldC 28411• [phone]• ]Fax [phone]& www:oesUmibed4oro
Asheville. NC • Chmic&m. SC-Mulotbo. NC . Conova; NC *- Greensbow, NC - GmwvlH% SC - Fayetteville, NC - I. de Rives, SC
Raleigh. NC • Sweosbon% NC ' Wilmington. NC
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SmI City Crossing Apartments
Surf aty, Pender County, NC
ECS Project No. 27,14629
member 111, 2M
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® BOMG LOCATIONS
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ProvMed br. llm Adams Company

Season High Water Level Estimation
Surf City Crossing Apartments
Surf City, Pender County, North Carolina
ECS Project No. 22.14629
December 11, 2008
Location Death Soil Description
1 0-12" Grey fine SAND
12"-16" Brown fine silty SAND
16"-36" Tan fine SAND
Seasonal High Water Table was estimated to be at 24 inches below the existing
grade elevation.
Location Depth Soil Description
2 0-14" Grey fine SAND
14"-18" Brown fine silty SAND
18"-36" Tan fine SAND
Seasonal High Water Table was estimated to be at 36 inches below the existing
grade elevation.
Location Depth
3 0-15"
15"-18"
18"-36"
Soil Description
Grey fine SAND
Brown fine silty SAND
Tan fine SAND
Seasonal High Water Table was estimted to be at 30 inches below the existing
grade elevation.
Location D th
4 0-13y'
13"-15"
15"-36"
Soil Description
Grey fine SAND
Brown fine silty SAND
Tan fine SAND
Seasonal High Water Table was estimated to be at 24 inches below the existing
grade elevation.

DIVISION OF WATER QUALITY
INFILTRATION SYSTEM INVESTIGATION
Scheduled Site Visit Date and Time
Project Name: Surf City — Hams Teeter County: Onslow
Street Address: Hwy. 210, Surf City, NC
Directions from the nearest intersection of two major roads: From Wilmington,
go to Hwy. 210 / US 17 intersection. Turn left onto Hwy. 210, go 300 yards, Site
on right.
>1 acre being disturbed? YES NO CAMA Major required? YES NO
Consultant Name:_ M. Floyd Adams Phone: [phone]
Consultant Firm Name:
Bore Number
1
2
3
4
5
6
7
a Existing Ground Elevation
35.5
35.5
35.5
35.5
b Proposed Bottom Elevation
35.5
35.0
35.0
35.5
c Subtract a — b
.0
.5
.5
.0
d Add 2 ft. Min. Bore Depth)
2.0
2.5
2.5
2.0
e Soil Type
Sand
Sand
Sand
Sand
Infiltration Rate OK?
Y
Y
Y
Y
Actual Elev. Of SHWT
33.5
32.5
33.0
33.5
h Max. lowest bottom elev.
35.5
34.5
35.0
35.5
Comments
Required Attachments:
1. Legible vicinity map & written directions to the project.
2. Compete Soils Report.
3. Map of the site with the boring locations to be tested.
All proposed infiltration areas and existing, active utility lines located within the proposed
basin/trench must be marked and flagged. If these areas are not flagged, the Soils Scientist
reserves the right to decline to do the investigation. If the proposed infiltration system will be
located in an area of existing pavement and there is no open area nearby, equipment capable of
breaking through the impervious layer must be provided. The soils investigation does not take the
place of a soils report prepared by an appropriate professional. The Soils Scientist will only verify
the soil conditions that are reported in the Soils Report, and make a determination as to the
suitability of the site to meet the infiltration design requirements under NCAC 21-1.1000, and
assumes no liability should the system fail.
S:1WQSXSTORMWATERIFORMS\infiltration site visit.for

No
t
fY _�
ECS CAROMAS, LLP
CAROLtNwa Geotechnical • Contraction Materials • F,nWmnmentd • FadE fes May 13, 2008
Mr. Howard Penton
6105 Okmdw Drive, Suite 101
Wihmngtm% North Carolina 28403
Re : Seasonal. Eff& Water Level Estimation
Surf City Crossing
Surf City, Nadh Carolina
ECS Project No. 22.14053
Dear Mr. Penton,
FM Carolinas, U2 (BCS) reocady camducted as won of $ie Seammal WMA We. Levri (SHWL)
far the proposed wet pond areas at the Surf City Crossing Site in Surf City, Nm& Carolina. This letter,
with 9Wd m nts, is fe report of our mamadm
Field TedMg -
On May 9, 2008 ECM mdi with Mr.* Howard Penton on site in order to provide the reTu*cd test
locations. ECS ihm camp an ezpla raft m of the subsurface -soil and ground water tanditiom8 at
twelve requested locat erns shown on the attached Site Diagram. TU purpose of this esplaraticn was to
obtain subsurface i fmmtion of the m-place soils for the proposed wet pond. areas. We eq*nvd the
gubsurfice.mif aud'ground water condrtrons by advancing One band auger boring into the existing ground
surface at .tits requested boring .lomfions. We visually classified -the subsormoe soils and obtained
samples of each soil type eacamteo We also recorded the ground water level observed
at the fte of ewh band.:nagrx boring: 11m attached SHWL •sheet pr Wdes a summary of the subsurface
conditkms encountered. at eachhand auger boring laation.
The grand water level and the SHWL were estimated at.,each'baft location below. the existing grade
elevation. Below is a .mmummy of each boring location,
Location .
Water Level
SHWL
1
55 niches
36 inches
2
A incites
30.ibcbes
3
50 inches
34 incites
4
.32 incites
22 inches
5
34 inches ..
.20 inches
6
36 inches
21inches
F
7
40 inches
30 radius
8
34 inches
-2.0 inches
9
40
26 inches
o
10
50 ink:
:o
i t
- 34 inches
20 inches
12
- 36 inches
7211 Cigdesu Busines$ Par1c • Shim 201 •@Vilmington, NC 28411 ° (910) 68&9114 ° Fax [phone] www.ecslimit cd con
AshmiIlo, NC . Cmiottc, NC • C bad NC Gmmw-k;S,C - , NC •.Swaasbam, MC Wilms, NC

SHWL Estimation
Surfaty Crossing
Surf City, North Carolina
EC5 Project No. 22.14OS3
The SHWL may vary Within the proposed Site due to changes in Subsurface conditions mid elevation.
if you have any questions regarding this report, please contact us at [phone].
Respectfully,
ECS CAROLINAS, LLP
,ipq
K Brooks Wall
Staff Geologist
Walid M. Sobh, P. E.
Principal Engineer

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OF P
�► BORING LOCATIONS
Surf catty cromdug
Surf Cty, Nc x Elm Pftjmt No. 22-14053
Locations pnmldea by: •MmW8, 2M
Penton D"dopmmt Up KM
C�►t}3iOa.11NA�

Season High Water Level Estimation
Surf City Crossing
Surf City, North Carolina
ECS Project No. 22.14053
May 8, 2008
Location Depth Soil Description
l 0-6" Brown silty SAND (possible fill)
6"-36" Grey fine. SAND (possible fill)
36"-W' Tan fine SAND (possible fill)
Seasonal High Water Table was estimated to be at 36 inches below the existing
grade elevation.
Ground water was encountered at 55 inches below the existing grade elevation.
Location P919h Soil Description
2 0-6" Black sandy SILT (possible fill)
6"-36" Brown fine SAND wfsilt (possible fill)
36"-60" Grey fine SAND (possible fill)
Seasonal High Water Table was estimated to be at 30 inches below the existing
grade elevation.
Ground water was encountered at 48 inches below the existing grade
elevation.
Location Dept Soil Description
3 0-24" Grey fine SAND
24"-28" Brown silty SAND (possible pan)
28"-36" Tan fine SAND
Seasonal High Water Table was estimated to be at 34 inches below the existing
grade elevation.
Ground water was encountered at 50 inches below the existing grade
elevation.

Season High Water Level Estimation
Surf City Crossing
Surf City, North Carolina.
ECS Project No. 22.14053
May 8, 2008
Location D pth Soil Description
4 0-14" Grey fine SAND
14"-32" Tan/brown fine SAND w/silt
32"-36" Tan fine SAND w/clay
Seasonal High Water Table was estimated to be at 22 inches below the existing
grade elevation.
Ground water was encountered at 32 inches below the existing grade
elevation.
Location De t�h - Soil Description
5 0-20" Grey fine SAND
20"-34" Black silty SAND/ sandy SILT (possible pan)
Seasonal High Water Table was estimated to be at 20 inches below the existing
grade elevation.
Ground water was encountered at 34 inches below the existing grade
elevation.
Location Dgpth Soil Description
6 0-24" Grey fine SAND
24"-36" Black silty SAND/ sandy SILT (possible pan)
Seasonal High Water Table was estimated to be at 24 inches below the existing
grade elevation.
Ground water was encountered at 36 inches below the existing grade
elevation.

Season High Water Level Estimation
Surf City Crossing
Surf City, North Carolina
ECS Project No. 22.14053
May 8, 2008
Location Dc Soil Description
7 0-12" Grey fine SAND
12"-36" Tan fine SAND
Seasonal High Water Table was estimated to be at 30 inches below the existing
grade elevation.
Ground water was encountered at 40 inches below the existing grade
elevation.
Location D th Soil Description
8 0-20" Grey fine SAND
20"-30" Black silty SAND/ sandy SILT (possible pan)
Seasonal High Water Table was estimated to be at 20 inches below the existing
grade elevation.
Ground water was encountered at 34 inches below the existing grade
elevation.
Location _D_e�th Soil Description
9 0-20" Grey fine SAND
20"-26" Tan fine SAND
26"40" Black silty SAND/ sandy SILT (possible pan)
Seasonal High Waxer Table was estimated to be at 26 inches below the existing
grade elevation.
Ground water was encountered. at 40 inches below the existing grade
elevation.

Season High Water Level Estimation
Surf City Crossing
Surf City, North Carolina.
ECS Project No. 22.14053
May 8, 2008
Location Depth Soil Description
10 0-24" Grey fine SAND
24"-28" Black silty SAND/ sandy SILT (possible pan)
28"-60" Tan fine SAND
Seasonal High Water Table was estimated to be at 24 inches below the existing
grade elevation.
Ground water -was encountered at 50 inches below the existing grade
elevation.
Location Dew Soil Description
11 0-20" Grey fine SAND
20"-34" Black silty SAND/ sandy SILT (possible pan)
Seasonal High Water Table was estimated to be at 20 inches below the existing
grade elevation.
Ground water was encountered at 34 inches below the existing grade
elevation.
Location Soil Desci' 'on
12 0-24" Grey fine SAND
24"-36" Black silty SAND/ sandy SILT (possible pan)
Seasonal High Water Table was estimated to be at 24 inches below the existing
grade elevation.
Ground water was encountered at 36 inches below the existing grade
elevation.

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83115/M 18:10 9344 P. M2/O3
ENGR4MMG CONSUMING SERVICES, LTD.
Gcocwhnical • Construction Mateaials s Eaviroumeatal
imw
Mamh 15, 2006
Mr. Hawatd.pa*m, ]n
6105 Oledd&Davc"Suitc 101
WZm6gton, Now Cuoiina 26403
Re: hTxI rafm By dumivv DRAFT REPORT
Hwy 17 and Hwy 210
SvdCity. North Cmulm
lM$ Lt& h4cc t No. 22.11982
DemrMr. Pedoa,
En8'neo* C az i Lod. =). tnoea dy coadt>cted an ipfLkmdan evaluation for
%e proposed &fib m icm. area at the lwd.Pamd kcatad.botd& tbm iw--c g- of W4 ye 210
and 17 m Surf CSty. North Carchm Ill letter, with aMwhmmts, a theJcPW
of our
iavesttgatioo..
Fi dd iav _
bw& 14% 20M WS met with Mr_ Pat= emd aoodnctod an won of die
subs,nf= sad and gsmW WSW ooud dOw-d twm TarmKod loci. I& Pcaton recomam to
°ep fix A& &Bgmm with the feat locations, 50 :Dees- 6 not provided with Ihis apmL . '7ye
Purpose OfIbig kYcIt4Ibm.was to, obu in mkmzrfi= kFarmstion-df-ft smitl"&Y. of the in-
PIAM sA for the . tea. We mmvc tw mbsazfaoe soli aod: pound
roqueatad sect lacatso , claesi5ed.ffie 1�amd va&w atrthe nm
eamplea of rack foil wbmfi m Toile MAebtsmad�
_ tYPe ec+ed. We.Q remomded&o V lid abmcevo 4dlhe
ofthe su6 hand auger
�& �'�°h°d:In :paW.c,ffta Y
�di&m at each timid au�gcr bmitg kcxuoti.
GttHmd wata was =4onnf wcd cw motion d the &a tea kcatien•at a
inches bdory *o4ensting Sr"e_dyvatioa, TJbe acasooel Va of 37
c9lin ed to be at.a . -d��'SMMd lei level (gam,) eras
thof2.imchesactbee+mquoefedieftl�ed�; Attlyaae000dteat
V'u'd `moptm#emod•yt t6 ioeJtes belogv $e.
wuAsobeata s and SUM
� of28
for thre x w
P.mik The � tart as. m �° ate �
-tO'bO O0°ductodattwaieat abavo
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From:
03/15/2006 19:10 P" P.003/003
lnfibwion Evahation
Hwy 17 and Hwy 210
Surf City, North Cwohm
ECS, Ltd Pfojm No. 22.11982
Fidd Tag lteanlb
At the first teat lam6an, the in oration test was performed at 12 incius in a yellow fine SAND
and kdkz pd an infiltration rate of 0.15 inches per minute (9.0 inches per hoar). At the second
test locatiou. the infiltration test was performed at 10 hwl" in a, grey fine SAND and Wkatod
an infiltration rate of 0.24 inches per Inbm, a (143 inches per how)_
In*fion rues MY MY within the proposed site due to possible chaggea in subsurface
conditionm
If you have any motions mgu ding this rcpost, pkasc aoWed to at [phone].
Respoafully,
ENGRWX3t]NG CONSULTING SMVBt:'BS, LTD.
K. Brooks Wad
Staff ac dogitt
Ate: Site 1 kSmm
bnfilttatim Evabmdm
Wand M. Sobbh. P. E.
hinpel EnWaoez
NC License No. 22983

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DIVISION OF WATER QUALITY /
INFILTRATION SYSTEM INVESTIGATION fora
Complete and email this form to Vincent. [e-mail]. If there are more than 7 areas to be tested,
attach a second sheet.
p Scheduled Site Visit Date and Time 7[A-.—C'Z �,� 2d p o -�•
n
Project Name: �,.�%e�,�'dotc�rC — ��grrc3 I � Count
y ?,,
Street Address: %w-,, I(D
Directions from the nearest intersection of two major roads:
z (o-Frd►..� 4,
Z(b I If-Y If? .L.•�!C f�-�cL
�>1 acre being disturbed? WYES ❑NO CAMA Major required? F]YES X_NO
Consultant Name: Phone: !i to — ` x! Z - / q/0
o -
p Consultant Firm Name: <'t. I I f
w
C
Comments
Re wired Attachments:
1.� Legible vicinity map.
Compete Soils Report.
PDF formatted site plan with the boring locations to be tested. Site plans should
be emailed or hand -delivered only. Illegible faxed maps will not be accepted.
-and existina. active utility linac rotated within the
-all Jict eU. JTLnese:aleas-are-not - , u moors cren 5t reserves -the nghtio:declineyo v o. a investigafion.:: ff the pioposedinfilt►atiosystem will be
locafedin anarea of existing:pavementand-themis�no n open area -nearby, equipment capable of
breaking_Through'#he ftpervious,layermusthe provided ,7- he sofis invesfigation °does not fake
the place of!6�ioilSYeport prepared by an appmpriate professional. The Soils Scientist W11 only
verifythe. SOH .condifions:that'aie'repoded:in the, Soils Report -and-make a the defermination as to
suitability.-suitability.infiltration design requirements underNCAC inatid)and
assumesoiabilrt}r shouldheystemfall.
SAQSISTRMWATRRTFORMSIinfiltration=site -visitfor

r DIVISION OF WATER QUALITY itk
INFILTRATION SYSTEM INVESTIGATION l-f�
n
C
Complete and email this form to Vincent. [e-mail]. if there are more than 7 areas to be tested,
attach a second sheet.
Scheduled Site Visit Date and Time
Project Name: -��
�
County:
Street Address: --
Directions from the nearest intersection of two major roads: _
fi Gk 4w y Z f 0 -�rd►•K -
O. Z .-,1:(-c
c.
z 10 1 Y.
>1 acre being disturbed? WYES ❑NO CAMA Major required? ]YES KNO
Consultant Name:_ &W0Lr'.( ram.. Phone: (d — SASZ ^ /i{fO
Consultant Firm Name: ., (" zL _ <ri / I /�
Bore Number
a) Existinq Ground Elevation
b) Proposed Bottom Elevation
c) Subtract (a — ))
d) Add 2 ft. (Min. Bore Depth)
e Hardpan Depth?
f) Infiltration Rate OK?
g) Actual Elev. Of SHWT
h) Max. lowest bottom elev.
Comments
o I
Re uired Attachments:
1.� Legible vicinity map.
Compete Soils Report.
PDF formatted site plan with the boring locations to be tested. Site plans should
be emailed or hand -delivered only. Illegible faxed maps will not be accepted.
ands, active utility 1inec "located Whin the
resenres.7ne:nghtto decline o o. a investigation.:lf..the.pmposedi�l ffbn system.W11 be
located in an-ama-ofexistingpavementand therels' no.'Openarea.nearby; equipment.capable of
breakfngthrnugh the impervious layermustbe-provided.-The :soils -in vestigation-does not take
the Place .ofa-soilsreportprepared,byan.appropriate.:professiondl.`T he Soils Scientist will only
verify the soil. conditions that ate reported in the Soils Report -and-make a determination as to
the suitabffity.:of"the siite:io rmetthe infiltration design requirements underNCAC.21-1. 7000, and
A;9bif ould1hezystemfaif.
assumesno
S:1WQS1S''l7RMWATERIFORN(Slinfiltration.site visitf``or

ri
7
l'
DIVISION OF WATER QUALITY
INFILTRATION SYSTEM INVESTIGATION
Complete and email this form to [e-mail]. If there are more than 7 areas to be tested,
attach a second sheet.
Scheduled Site Visit Date and Time <<�� (� - 2L4 - OS '7 :
Project Name: C,W CRQsr,rc. AP13, County: �,FiJPEE
Street Address:_ Y w y 2. f 0
Directions from the nearest intersection of two major roads:
11,.y 40 F N� v l7_� sr o.z
>1 acre being disturbed? [ YES ONO CAMA Major required? OYES KNO
onsultdnt- Name: & Ll M , Tc µ e Phone: 9 id - zcl 3.- Z7 10
Consultant Firm Name:_'T f,. A-L4, C ,6li,Ne.c_ 4-�wAcv PcwroN)
9 10 - YS 0 -- / pia
Bore Number
1
2
3
4
5
6
7
A Existing Ground Elevation
.0
q (
39
37
34
3
b Proposed Bottom Elevation
.35-
3c�
3
,�
3S
c Subtract a - b
d Add 2 ft. Min. Bore Depth)
e Hardpan Depth?
Infiltration Rate OK?
Actual Elev. Of SHWT
h Max. lowest bottom elev.
Comments
Re wired Attachments:
1. Legible vicinity map.
Compete Soils Report.
PDF formatted site plan with the boring locations to be tested. Site plans should
be emailed or hand -delivered only. Illegible faxed *maps will not be accepted.
All proposed infiltration areas and existing, active apt lfty lines located within the vr000sed
—. ,Jll 11 Ll Ui JW I r,ruat uC IrldLftw 7 an❑ ua ea. rr rnese areas are not flagge , ,.or s .,cien
'reserves the light to decline o o ,e inveshigation. If the. proposed infiltration system will be
located in an area of existing pavement and there is no open area nearby, equipment capable of
breaking through the impervious layer must be provided. The soils investigation does not take
the place of a soils report prepared by an appropriate professional. The Soils Scientist will only
verify the soil conditions that are reported in the Soils Report, and make a determination as to
the suitability of the site to met the infiltration design requirements under NCAC 2H.1000, and
assumes no liability"should the system fail.
S:\WQS\STORMWATER\FORMS\infiltration site visit.for
,1pfi

DIVISION OF WATER QUALITY PA.C_ 6 CD
INFILTRATION SYSTEM INVESTIGATION
Complete and email this form to Vincent. [e-mail]. If there are more than 7 areas to be tested,
attach a second sheet.
(� Scheduled Site Visit Date and Time s I' - -04 7:0n
Project Name:_ Su2F C4-rr CrQrrhVr -A f-nCounty: 62F'"f'P'6 _
Street Address: ku Z( O
Directions from the nearest intersection of two major roads:
?x
J
>1 acre being disturbed? ®YES ❑NO CAMA Major required? ]YES R(NO
Consultant Name: y'ow Arta fGnl" rJ Phone:_ 51 ° - �(.f Z - /-Fro
Consultant Firm Name:_5"'D -Cures , LLL 1/0 -- 0-7 7 -313 (
Bore Number
a) Existing Ground Elevation
b Proposed Bottom Elevation
c Subtract a - b
$
3fl
1
3
3 `?
3�
3
—3.
3S
3
35
33
39
3
3
d Add 2 ft. Min. Bore Depth)
e Hardpan Depth?
Infiltration Rate OK?
Actual Elev. Of SHWT
h Max. lowest bottom elev.
Comments
Re uired Attachments:
1.� Legible vicinity map.
Compete Soils Report.
PDF formatted site plan with the boring locations to be tested. Site plans should
be emailed or hand -delivered only. Illegible faxed maps will not be accepted.
All roposed infiltration areas and existin active ' es located vuthin the proposed
asr rent must be marke an a e . ff these areas are not nagged, rnezioliszicten M
-reserves the right to decline to do Vie investigation. If the pAposed infiltration system will be
located in an area of existing pavement and there is no open area nearby, equipment capable of
breaking through the impervious layer must be provided. The soils investigation does not take
the place of a soils report prepared by an appropriate professional. The Soils Scientist will only
verify the soil conditions that are reported in the Soils Report, and make a determination as to
the suitability of the site to meet the infiltration design requirements under NCAC 2H.1000, and
assumes no liability should the system fail.
S:lWQS1STORMWATERIFORMSIinfiltration site visit.for
aoc�

DIVISION OF WATER QUALITY
INFILTRATION SYSTEM INVESTIGATION
Complete and email this form to [e-mail]. If there are more than 7 areas to be tested
attach a second sheet
Scheduled Site Visit Date and Time: Tuesday, 6-24-08, 7:00 am
Project Name: Surf City Crossing
County. Pender
- -
Street Address: Hwy. 210, Surf City
Directions from the nearest intersection of two major roads:
Go east on Hwy 210 from the Hwy 210 / Hwy 17 intersection for 0.2 mile
>1 acre being disturbed? ® YesEJ No
Consultant NamE Howard Penton
Consultant Firm: SD - Surf City, LLC
CAMA Major Required?E] Yes � No
Phone: [phone]
Bore Number
8
9
10
11
12
13
14
a Existing Ground Elevation
35
36
37
44
b Proposed Ground Elev
34
36
37
43.5
c Subtract a-b
d Add 2 ft. Min. Bore Dept
e Hardpan Depth?
I
El
Infiltration Rate OK?
Actual Elev. Of SHWT
32
34
35
41.5
h Max. Lowest Bottom
34
36
37
43.5
Comments:
Required Attachments:
1. Legible vicinity map
2. Complete soils report
3. PDF formatted site plan with boring locations to be,tested. Site plans should
be emailed or hand -delivered only. Illegible faxed maps will not be accepted.

DIVISION OF WATER QUALITY
INFILTRATION SYSTEM INVESTIGATION
Complete and email this form to Vincent. L.ewis@n=- ail. net.. If there are more than 7 areas to he tested
attach a second sheet
Scheduled Site Visit Date and Time: Tuesday, 6-24-08, 7:00 am
Project Name: Surf City Crossing
County: Pender
Street Address: _Hwy. 210, Surf City
Directions from the nearest intersection of two major roads:
Go east on Hwy 210 from the Hwy 210 / Hwy 17 intersection for 0.2 mile
>1 acre being disturbed? ® Yes No
Consultant Nam( Howard Penton
Consultant Firm: SD - Surf City, LLC
CAMA Major Required?[:] Yes
Phone: [phone]
Bore Number
1
2
3
4,
5
6
7
a) EAsting Ground Elevation
56
54
48
42
42
42
37
b Proposed Ground Elev
55
53
48
f 41 "
42
42
37
c Subtract a-b
dl Add 2 ft. Min. Bore DeWoh
e Hardpan Depth?
Infiltration Rate OK?
Actual Elev. Of SHWT
52.3
51.5
45.5
39.5
40
38
34.5
h Max. Lowest Bottom
5ZTJ
53.5
47.5 1
41.5
42
42
36.5
Comments:
Required Attachments:
I. Legible vicinity map
2. Complete soils report
3. PDF formatted site plan with boring locations to be tested. Site plans should
be emailed or hand -delivered only. Illegible faxed raps will not be accopted.
No

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MA¢/MI"AN
LA .-OING
T1DA-4. FLAT

Hughes Baran Development Company
Attn: Jeff Baran . .
6409 Westgate Road
Raleigh, NC 27617-
S.D. Surf, LLC
Attn: Howard Penton
6105 Oleander Dr, Ste 2-01
Wilmington, NC 28403
Michael F. Easley, Governor
William G- Ross Jr., secretary
North Carolina Depanment of Environment and Natural kesources
December 29, 2008
am
Coleen R Sullins Director
Division of Water Quality
DWQ Project # 08 1516
Pender County
Subject Property: Harris Teeter and Captiva Comniods at Surf City
Approval of 401 Water Quality Certification with Additional Conditions'
Dear Messers. Baran and Penton:
You have our approval, in accordance with the attached conditions. and those listed below, to permanently impact
0.443 aches of jurisdictional wetlands, temp&vlrily impact 0331 acres of jurisdictional wetland and permanently
impact 0.167 acres of isolated wetlands for the purpose of constructing a multi -use facility and associated
infrastructure, as described within your application dated-. September 26; 2009 and received by the Wilmington
Regional office (WiRO) on October 17, 2003 with additional information received on December 15, 2009 and
December 23, 2008. After reviewing your application, it has been determined that the impacts are covered by
General Water Quality Certification Numbers 3699 (GC 3699) and 3705 (GC3705). These Certifications allow
you to use Nationwide Permits 12,29 and 39 when issued by the US Array Corps of Engineers (USACE). In
addition, you should obtain or otherwise comply with any other required federal, state or local permits before you
go ahead with your project including (but not limited to) Erosion and Sediment Control, Non -discharge, and
stormwater regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to .
waters as depicted in your application shall expire upon expiration of the 404 Permit.
Tbis approval is xcn- fhe purpose and design tillat you described in your application. If you change your project;
You must notify us and you may be required to send us a new application. If the property is sold, the new owner
must be given a copy of this Certification and approval letter and is thereby responsible for complying with all
conditions. If total fills for this project (now or in the future) exceed fine acre of wetland or 150 Iinear feet of
strum, compensatory mitigation may be required as described in I SA NCAC 2I-1 .0506 (h). T11is approval
requires you to follow the conditions listed in the attached certification and any additional conditions listed below.
The Additional Conditions of the Certification are:.
1. Impacts Approved
The follawing impacts are hereby approved as long as all of the other specific and general conditions of
this Certification (or Isolated Wetland Permit) are met- No other impacts are approved including
incidental impacts:
North Carolina Division of water Quality 127 Card'aral Drive Fxtensirffi - vni miogtoo, NC 29405 Phone (910) 79&7215 C oomcr sm ice
Wihninglon Regional Office Intentet: MMMO romtaauayn„r.d Fmc (910) 350-20D4 1-9774i23{748
An EgWOWmbmWAMnativeAdiosEmpioYN—SO%R. dedl]07 P,.IConsumerPaper

Page Two
Hughes Baran Development Company
Attn: Jeff Baran
S.D. Surf', LLC
Attn: Howard Penton
DWQ # 08 1516
December 29, 2008
Amount Approved
Plan Location or Reference
(units)"1
404/401 Wetland impacts
...
Wetlands Impact Map (Sheet
1
0.206 ac (8,960 SF)
1 of 1)
2
0.089 ac (3,863 SF)
3
0.019 ac (843 SF)
Dated and received on
4
0.014 ac (589. SF)
12/15/08
5
0.004 ac (190 SF)
6
0.003 ac (120 SF)
See attachment
7
0.017 ac (745 SF)
10
0.004 ac. (164 SF)' .
11
0.002 ac (102 SF)
12
0.006 ac (250 SF)
13
0.079 ac (3,430 SF)
Total
0.443 ac 19,256
404/401 Temporary
Wetland Impacts
Wetlands Impact Map (Sheet
IT -
0.033 ac (1,432 SF)-
1 of 1) -
2T
0.053 ac (2,300 SF)
. . -
3T.
0.019 ac (822 SF)
Dated and Received on*,
4T .
0.010 ac (421 SF)
12/15/09
5T
0.005 ac (237 SF)
-
6T - : -
0.009 ac (372 SF)
See attachment
8T -
0.023 ac (996 SF)
9T . -
0.1 I8 ac (5,140 SF)
11T
0.003 ac (126 SF)
12T
0.007 ac (282 SF)
13T
0.052 ac (2,270 SF)
Total:
0.331 ac 14,398 S
Isolated Wetlands
Wetland Impact Map (Sheet 1
14
0.167 ac 293 S
of 1
2. Sedimentation'and Erosion Control
Erosion and sediment control practices most be in full compliance with all specifications goveruhig the proper
design, installation and operation and maintenance of such Best Management Practices in order to
protect surface waters standards:
a. the erosion and sediment control measures for the project must be designed; installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion
Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures
.must be such that they equal, or exceed, the requirements specified in the most recent version of the
• North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor -owned or leased
borrow pits associated with the project.

Page Three
Hughes Baran Development Company
Attn: Jeff Baran
S.D. Surf, LLC
Attn: Howard Penton
DWQ # 08 1516
December 29, 2008
c. For borrow pit sites, the. erosion and sediment Control measures must be designed, installed, operated,
and maintained in accordance with the most recent version of the North CarofinaSrvface Miniirg
Manual:
d. 'Me reclamation measures and implementation mustcomply with the reclamation in accdrdance with
the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind .
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, -or riparian areas beyond the
footprint of the impacts depicted in the Pre -Construction Notification. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
14Sanagement Practices, shall be performed so that no violations of state water quality standards,
statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,
they shall be removed and the natural grade restored within six months of the date that the Division of
Land Resources has released the project.
5. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an NPDES
General ston nwater permit (NCG010000) administered by DWQ is automatically issued to the project.
This General Permit allows stormwater to be discharged during land disturbing construction activities as
stipulated by conditions in the permit. If your project is covered by this permit [applicable to
construction projects that disturb one (1) or more acres], full compliance with permit conditions including
the sedimentation control plan, self -monitoring, record keeping and reporting requirements are required.
A copy of this permit and monitoring report forms'may be found at
ha/Ma enr state nc us/aVZorms Documents htnL
6. Deed Notifications and/or Restriction Covenants
A recorded copy of the deed natificationslrestrictive covenants er easements and the associated
preservation map approved by the US Army Corps of Engineers Wilmington Regulatory Office must be
submitted to this Office and to the 401 Oversight and Express Unit in Raleigh before the impacts to
wetlands and the stream crossings approved by this Certification can take place.
7. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return the attached certificate of completion
to the 40lf Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650.
I

Page Four
Hughes Baran Development Company
Attn: Jeff Baran
S.D. Surf, LLC
Attn: Howard Penton
DWQ # 08 1516
December 29, 2008
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to
waters as depicted in your application and as authorized by this Certification shall expire upon expiration of the
404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream
impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this
Jett". To ask for a hearing, send a written petition, which conforms to Chapter I SOB of the North Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714.
This certification and its conditions are final and bindhig unless you ask for a hearing.
This letter compl6tes; the: review of the Division of Water Quality under Section 401-of the: Cleah Water Act. If
you have any questions, please telephone Ion MeMillari in the Central Office in Raleigh at 919.733.1786 or
Joanne Steenbuis in the DWQ Wilmington Regional Office at 910.796.721 S.
Sincerely,
Coleen H. Sullins, Director
Division of Water Quality
Enclosures: Atfachm'ent
GC 3699
GC 3705
t>rtifibiate of Coniplefidn
cc: Dania U6-era"h`!— Southcrrn FOWroik;uerital Group,Inc.
Ian McMillin = DWQ 401 Overisight Unit Raleigh
Ronnie Smith - USACE Wilmington Regulatory Field Office
Stephen Rynas, DCM Morehead City
WiRO

I
�r
v/ v/ •
r
•
�..�is„ v
•
I v • r •
v:. I
v
.
WETLANDS •
; Y •'
' '
f.:'
- ;
f IKWACT 5NUBOL MMLiN W IMFACT ITMFORARI IMFPLT
b
r I I 8.9605-F... iob I A325.F. • ��
2
3,863 5_F. , O�' 2r3005•F.
3
!I
843 5.E , O 14 822 5.F.
=�
X 4
5895.F_ 421 5.F.
U� 1'
J� 5
( 6
1905.F• . 2375.F. 7+'
1205'F 3725.1c. von
7
a
745 5•F. . C 0
0 996 5.E • F"'
9
�� 10
0 5.140 5.�
1s45.F. 0�9 0
..
12
1025.F. .?o' 1265.F.
2505.E 2825.F.
13
3,430 5.F. , A±'' 2.270 5.F.
19,256 5A , a:: 14.398 5.F.
14 050lATtM
7.263 5.F. ,tr1H_ 0
''-
150LATED IMPACTED AREA
(7,283 s.f. / 0.17 ac.)
PERMANENT IMPACTED AREA
0 9,256 5.f. ! 0.44 ac.)
TEMPORARY IMPACTED AREA
(14,398 5.f.10.33 ac.)
SCALE : 1" = l W
Ioo eo- • a 16 216 3(6

Water Quality Certification N°: 3699
Water Quality Certification Number 3699 is issued iri cohfomiitji with the requfrements of Section
40i, Public Laws 92-500 and 95-217 of the United States and si:bject to the firth Carolina
Division of Weter Quality (DWQ) Regulations Iri 15A NCAC 2H, "Section .0500 dnd 15A NCAC 26
.0200 for the•discharge of fill mto aterial wateiiiind wetland areas as desciibed'In 33 CFR 330
Appendix A {B) (12) and Nationwide Permit No. 47 of the Corps of Engineers regulations.
including airy fill activity for utilty fine 6ackfil and bedding; and for itie Riparian Area Protection
Rules (Buffer Rules) In 15A NCAC 2B .0200: _
The State of North Carolina 'certifies that the specified category of activity i iil.not violate_
applicable portions of Sections 301; 302. 303, 306 and 307 of the: Public Laws'92=500 end 95-217
If conducted i'n accordance with the cdndilions hereiriafterset fbi4f. `
This General Certification does not authorize any permanent changes in pre -construction
elevation contours in waters or wetlands or sfream dimeitision; pattern or profile: ' `
Activities covered. by this General Certification "do :not requli+e vViitten approval _from the Divis n of
Water Quality(tEie'Division").as:{orig:as_theycoirip(y.witti ttie'Coiiditionsl§ted.below:' Writfert`
approval &4*4trl *d if the maIntonatice• co—did6e la 9reafar than i6 feed wide: Gaa pipelines
may have a malnerrnarice c6rrldor M&r thMt—1 "1 ieeen feet if 61dam tfo'n !s praWded for aiese
additfonal iratlancr fills:::: •- .. ::::::: :::._ _ ::.• ..:::.: ;:. ':.:.:,.. .
It any of these Coiididdiis•canniA be'met; or if the activities sm aiii6a iataii wltfi.'or in` = =
response to a Notice of Violation or an enforcement action initiated I* the DiWIM6ft:of
Water equality or the Division of Land Resources. then written approval from the Division ft
required to use this Certification. Activitiea that are located witiiiri river basins with'
Riparian Area: protection Rules (Buffer Rules) requlra written approval uniess listed in the
Table of lsses as_' Ej.kdi T`. :: :. -: •. :.:
In accordariie inritl►i North Cariotiria Gerieral'Statute Secdori 143-215.3Dje}; aiijl requirement for
:�ritten appioval.for 2 461 lhtater Quality C.e�n'.. Include the appropriate fee: If ii
project also requires a*CAMA Permit, -then one p-dymentto klotfi:ageni:ies shall'be submitted and
will be the higher of the two fees.. _ ` - :.' ,..::: • : :• :•,
Conditns of Certification_
1. No impacts Beyond Thresholds that Qualify for this Certification'
No waste, spoil, solids, or fill of any kind shall oexitr in wetlands; writers; or riparian areas
beyond the thresholds established for use of this Certification, including incidental impacts.
All consi-i ction activities, including the design; instalwoii operation; and maintenance of
sediment and erosion oohW Best Management Practices; steal be performed so that no-:
violations of siate'wataf quality standards,'statutgs, of ride§ occur.
2. Standard Erosion and Sediment Control Practices
Emsron arld sedfriienf control practices must be iri full compGaric®vvith all specifications'
governing the. proper design, installation and operation and maintenance of such Best -
Management accftes: i
Water Quality Certification No. 3699

Water Quality Certification N". 3699
a. Design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they. equal,, or exc6ed,'ih& req'uirertiirits toodfied in the
most recent ireiMbn of North Caialkh Sediment and Erosidit Control Me huaL The.
d6vices shah bd-maintained -on all consttuctioffsiles, bodbw saes, 'and waste -pile (tpoll)
projects, inclidtig contractor-: or-.Wasidd borrow piti associated -with the -project
b. For borrow oftsites, the erosion ""and *sedirn6fit: control measures riiiist fie deilgned,
installed, operated,. and maintained in accordance with the most recent version of the.
North CarolIna. SUffaae .Mining
c. RiairiiiMon'_rniii6rii.ihd
accordance with the .mq'ui'r'einents6f the Sedimentation Pollution Con6l'.A:66id the
kad.
Mining M 9! _ .. , _. . .
d. Suftc(intmMenals.i�4dii6df�iii:ibil..- on.a6d/6f repair of erosion control me6s:ures' ..
arid storrrrwater touting and trikMaidiiiiII bi art site eit all times.:,
e. If the project: occurs in waters or watersheds cWsi&d as F)iim6r'y'k u-ts-'eiry.- Areas
(PHA's), Trout (Tr), SA, WS4, W341,'High Quality (HQW), or Outstanding Resource
(ORM waters, then the isediffient iihd erbsioii'control requirements contained within -
D 0' Standards Wjhtieii�s W"' si(116ANCAC 04B .6124),!-,r -ed ' 'All otli�
sign �m e r:
sediment and erosion contnowrements:
3. No Sedimentand Erosion C6hW 916eis-ures in Wdtbfift of Waters
Sediment and erosion control measures should not be placed.in wetlands or waters without
approval by the Division..- If placement -of sedlihent'andeimsiorictintrol devidds 16 wetlands
and wallam is u_nav_6'dabIe_.'d4sIgn'and pfacemW.df tBmporary erosion control measures
shal ' I io - t be conducted In a manner that my result hi cr"wiliri6m of We&tldS:'6r s�eim
*beds or'binki,'a*6eiit'ti6*bupstream and do'w-'n" itmam'of the above &d6iiimt. Aft. - - -
sediment and erosion control devices shall be removed and the natural grade idikxid'mtf ln": -
two (2) months of the data that the Division of Land Resources or locally delegated program
has id"sid the erect:
4. Construction Slorrrwater Paimit NddOI0000
U06n the approval'of ani Erosion and 86dirfieritatidn Contrbi Pkin issued by the Division of
Land Resources (DLR) or a 13LR delegated total erosion and sedimentation control Orogram,
an NPDES General stormwater permit (NCGOI 0000) administered by the Division Is
au6iia§64i issued to-Ifii project. This allows td'bd­.dh'sch'a-'rg'6d'
d1urkii Sand the* -PermIi If
- your
prqliats'co'versid fly this p"rq1jJe'c'ts­that dlsturb'6n6
more acresL full compliance with permit conditions Including the sediffiritatio'n b6i6trbl *n,"
self-monitodrig, record keeping and reporting requirements are required. A copy of this
permit and monitoring report forms may be found at
MD. AM. amslate n a us(su#:ix . ms Docwnentsh6m:
6. Construction Moralorlums and Coorcrination.
AIJI moratoriums on c66 6 kM66 eitabrlkiiid &4 i4 NC Villd[lite Resbiurcei
Commlisl6ri 6VRC}, US Fish and Wildlik Service (USMS). NC Division of Madnb Fisheries
(I)MI'l, or Nationil hUrine. MsWes Service (NMFS) io pioW trout, anadromious fish,
larvallpost4arval fishes and crustaceans, or other aquatic sp'edes ofc6riceirn'shall be
implemented. .. %_ .
Work within the twenty-five (25) designated tout counties or Identified state or federal
endangered or threatened species habitat shall 6a coordinated with the dp*prlide VVRC,
USFWS, NMFS. and/or DMF_pirsonne(.
Water Quality Certification No. 3699 - 2

Wat&'QdEflity Certification No. -3699
G. Work In the Dry -
All work in or adikent to stream waters shalt be'.cohducted Ih a'drywbrk area. AOpi6vdC(
.best management practices from the most current Version of the NC Sediment and Erosion
Control Manual, or the NC DOT Construction and.MaIntenand"a Activities Mafivali"sikh as
sandbags; rock berms, cofferdams, and other diversion structures shelf- be used to minimize
excavation In flowing water. -
7. Riparian Area Protection (Buffer) RUld*
Activities located In the protected 50-footyfte ripbrish areas (whetherjufisdicfional w6dinds
or riot) withih the Neuse, Tar Pamlico; Catawba, and RandidMan (dr'ehy odier baslniiiAkh
buffer rules), shag be firnited'to `uses' Identified within and bionstructed In aob'. Wdincb with
I SA NCAC 2I3 .0233,-.0259,--.0256 to protect lh3tih iand '' .0243 - and shall be W.Med,'diWq.64d;. 6h.stritted,
andh�alntalrfed to have'ihinimai'distUrbance quai.
tY to th6-rhaximurn 6itent
praidtidable throOgh the-dsib of best management practices: All buff6r rijk r6quirem6nild;
Including diffuse flow nuluirements, must be met
8. Water Supply Mteithed Buffers -
The 30-foot Wide Vegetative dev6lop'mieini) or the 100466t Wide(hlgh=
density development)' must bd maintained adjacent to- M perennial waleesb*iept for- -
alkmanceb as-p"roviddd ' in the Water WaMrshed- Protdotibn Ruler; 11 SA NCAG 213
.0212 thro0gh .02161.:. -
9. Arty tip 'rap ` ' i I' ' :' burial requir6d fbr n6mia 00b burial lind'itabiliziddri khall bd buried such that tire`
original stream e6vaff6nLsrestored and mainWin6d.--:.--
10. Compensatory Mitigation
lniice6rdaadewith .15ANCAC2H.'O506'*('h')','co'*'m'pansabryrhitfgWbn may , be
e : required for
losses of 160 linear feb-t'or fibre of streams and/or one (1) acre or more of v 4tl6fift. Fbr
linear; pubfic transportatior'bjc% Impacts equal tb-or'exdeedlhg 150firiegfe"et'ler'stream
Compensatory strearn mitigation shag be required at a 1:1 ratio for all perennial and
intiftitteM ktrearb impacts In watersheds classified as ORW. HOW, Trout, WS4, anid'W'S'41."
tn'KL'q'a-t!6"n'rimy bd're*'q'ulr'ed*fc'* any project With* Buffer gulds In Oei tit thb fte of
application for buffer impacts -resulting frorh activities daftifidd as "Alb%i4bI6 ift Mitigation"
within the "Table of Uses" section of the Buffer Rules or require a variance under the Buffer
Rules-;*
A determination of buffer, wetland and stream mitigation requirements shag be made by the
Division for any applicatibn flor this Ceitificatioh. Design and-ffid`h&rIn'ii* protocols shall follow -
the US'Ariny Corps of Bigkwers Wilmingtdri'District S( ,0h'Mfi@iM6n GuWhes (April
2003),'b:r its subsequent updates: . Compensatory mitigation plans bliall besubihltled fat
wrifteri Divisi6n a'Pp'MVa1 as r6quirLid in thdse piotod&: AJl)6mafi1v'e1y;'ft' Divisl6h Vvill MOW
payment Into an In -lieu fee program or credit pur from alrnidgatlon bank : - -* - '--
Finally, the mitigation plan must be Implemented and/or constructed Wfb4any pe4fianent
building or'structure on site Is occupied in the one of'public road projects, thei'mitigatlon
plan must be implemented before the road Is opened to the public. Proof of payinent to an
in -lieu fee program or mitigation bank must be provided to the Division to sad* this
requlramenL
Water Quality CArtification No. 3699 3--

Water Quality, Certification No. 3699: •
11. For all activltles requiring re -alignment of streams, a stream relocation .plan must be.
Included for written Division approval. Relocated stream designs should Include the
same dimensions, patterns and profiles as the existing channel (or a stable reference.
react if th axi Ung channel is unstable), to Sure maximum extent practical. The new -
channel should be constructed in the dry and water shall not be turned Into the now'
channel until the banks are stabilized.. Vegetation. used for bank stabilizationshall be .
limited to native woody species, and should includeestablishment of a 30-foot wide
wooded and an adjacent 20-foot wide vegetated buffer on both sides of the relocated
channel to the maximum extent practical. A transitional phase incorporating poir fiber and
seedling establishment is allowable. flip -rap, A -Jacks. concrete, gabions or other hard
structures maybe allowed if it -Is necessary to maintain the physical integrity of the..:.-.. ....
stream,.but.the applic�trt must provide written justification and any tabulations used to .
determine the extent ofrip-rap coverage. Please note that if the stream nelotation is
conducted as a stream restoration as defined in the US Army Corps of Engineers .- .
w1inington viistrlct, Apal 2003 Steam ll+fitigafion Guidelines (or its subsequent updates),
the restored length can be used as compensatory mitigation for the impacts resulting from
the relocation.
12. For sewer lines, the edge of the construction corridor shall not be installed parallel to and
closer than 10 feet to a stream except for the foilowing classifications; 50 feet to waters
classified as WS (except WS4 or WS V), B. SA, ORW, HqW; or SS from normal high.
water (or tide elevation) and wetlands; or 10D feet to private or_public water supply..
sources or waters chassifred asWS4 waters or Class.I or Class tl Impounded reservoirs
used as a source of drinking water in accorsdande with 15A NCAC 02T .0305(f)... -. _
Utility lines shall not cross a stream channel at other than amear-perpendiW ar direction
(i.e., stream channel crossings•shell not_ be at an angle of less than 75 degrees or more
#hare 105 degrees to the steam bank). _
13. Any wastewater fine that dosses any stream shown on the -most recent version of the
1:24.000 USGS topographic map or NRCS (SCS) County Sall Survey as permanent or
lniermftnt shall be Installed either a) with no joints connected within the footprint of a -
strearn channel or within two (2) feet of the stream banks in the case of plastic or PVC
pipes or b) with properly bedded and supported ductile iron. Olfierwise,.wrllten approval
from DIM-0 is required
14. if concrete:ls ui6d.duriog the,eonstruction, then a dry work area should be: maintained to
prevent direct-coritact preventdirect contact between curing concrete and shm.m water.
Water that inadvertently contacts uncured concrete should not be discharged to surface.
waters due to the potential for elevated pk and possible aquatic _U&Mffisfi kills.:
15. Herbicides can be applied in wetlands or other waters only when applied by a certified_ .
applicator, and in strict accordance with product labeling.
16.. Placement of rlparap shall be restricted to the stream bottom and banks directly impacted
by the placement ofthe ritility line. Rip -rap shall only be used below the normal high - ...
water level. The stream berm must be restored to the original contour after oonstructim
Placement of rip -rap or other materials shall not result in de -stabilization of the stream bed
or banks upstream of daymstream of ttie crossing-
17. Annual native species suitable for wet locations shall be planted and established within
jurisdictiohal wetlands for soil and erosion control. Norr-native perennials such as fescue
ale prohibited. -
Water Quality Certification No. 3699

WaWf U66 lity Ceitifica'fion N". 3699
18., A on"ine application of fertilizer to re-establish vegetation is allowed., but is restricted to rio
d6ser than 10 feet (3 meters) of streams. Any fertilizer application must comply with all other
Federal;'Sfate and Local* regulations.
1-9. The construction corridor (Including access roads and stockpiling of materials) is limited to
40 f6el (12.2 meters) In width in, wetlands and across stream channels -and must be
minimlied to the maximum extent practicable'
20. Pdrrhanant;- mb!461ned access corrldbrtzshall be restricted to the ininimdrri width
practicable and shbll'not exceed 16 feet lh-Width"except at manhole locations. - A 15-foot by
15-foot perpendicular Vehicle turnaround must be spEibed .at least 500 feet (I 52.4maters) -
apart.
21. A6.!'ifit1466p­F'Cjd'I W­ shall tie placed at the adivdsli6am'(utility linogMdlent) wetland boundary
and every 150fdbt (45.7 maters)1ip'the'grEid1bhtUnM the utility exits theVelland for burled.:' -
utility litres. Anti -seep collars maybe constructed with class B concrete, compacted cIay.­-:---.
PVC pipe, or metal collars. Welland crossings that are directionally drilled, and perpendicular
Welland crossings tfia are open dirt EM less than 150 feet (45.7'maters) long do not require:
an!1466li'colldrs. The compecti3d clay shall have a specific dischargd: of I X 10- 5 cm/sec or.,.'
less, A section and Pion view diagram is attached for the anti -seep colars-.:'
The Mowing specifications shall apply to class B doftcrete:.*:--­­_1.­_ -
a) sacks get dibid yard with rounded course aggregate 5.0:.!
sacks -per c4blcyard with angular course, aggregate 5.6:*
c) Maximum water -cement ratio gallons per sack 6.8
d) Slump range 2" tor
-ey- Mffilifidni'strerigth-28 day psi 2,500
22. The aOOi6ihfshalt Nave a spai-6&plin for restoring wetland contours. Any excess material
will be removed to a high ground disposal area.
23. ff an environmental document Is required under NEPA or SEPA, then this General
Certificiation Is not valid until a Finding of No Significant Impact (FONSI) or Record of
Decision (AbD) is Issued by the State Clearinghouse.
94 In the twenty (20) coastal courideii, the appropriate DWQ Regional Me must be contacted
to determine If Coastal Sformwatai Regulations will be required. .
25. This General Certification does not relieve the applicant of the responsibility to obtain all other
required Federal. State orlocall approvals.
26. When written authorization Is required for use of this codification. upon completion of all
permitted Impacts Included within the approval and any subsequent modfficat;ons, the
applicant shall be required to return the certificate of completion attached to the aporovat.
One dartificate-dWI W Bent to the DWO Ceirtril Office in Raleigh -at 1650 MEM"
Service Center, FiiWgh1NC1*2i#§W1650."-*
.7
27.When written approval I ls'ni*i'q'uI r6d,'tlie:iopkint is required to We the Ceirtill4ate of
CoriloWo;i form btlabh6cl to the'ctiverleffdr to no* the Division when all activities -1,
authorbid fiy-ihIi_Gen&d Certlfibatl6n haiir6 been coinplellid.
28. This General Certification shall expire three (3) years from the date of issuance of theivAitten -
approval letter or -on the same day ss the expiration date of the corresponding Nationwide
PermK12. The conditions in effect on the date of Issuance al'Cerfification lore specific
project shall remain In effect for the life of the project regardless of the expiration date of this
Water Quality CertlfimdonNo- 3699

Water Quality Certification. N9.". 3699.*::.
Certification. If the construction process for approved activities will overlap the expiration and
renewal date of the corresponding 404 Permit and the Corps allows for continued use of e' . th
404 Permit then the General Certification shall also remain in effect without requiring re-
application and re -approval to use this Certification for the specific impacts already approved.
29. The applicanUpermittee and their authorized agents shall conduct all activities in a manner_
consistentwith State water quality standards (Including -any requirements. resulting -from.;
compliance with §303(d),of the Clean Water Act), and any other appropriate requirements of
State and Federal Law;. If the Divislo determines. that such standards oplaws are. not being
.n. a..
met including failure to susWm a desIgnE!Ied or achieved use ";!.St*q or 176diirail leiv.1s;
being violated, qrthat-Rather conditions are necessary to assure compliancei flien, the"..,....
Division may reevaluate and modify this General Water Quality Certificatidn.
Non-compliance with or violation of the conditions herein set " by a specTfic'fill project may.
-result In revocation of this General Certification for the project and may also result In criminal
andlor'civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a formal
application for individual certification for any project in this category of activity, If it is de"temilned
that the project Is likely to have a significent adverse effect upon water qiiaVty Including state or
federally listed endangered or threatened aquatic species orclegrade the waters so that existing
uses of the wetland or downstream waters are precluded::
Public hearings may be held for specific applications or group of applications.prior to a
certification decision if deemed in the public's best Interest by ;he birictor of the North Carolina
Division of Wafer Quality.
Effective date: November 1, 2007
DIVISION OF WATER QIiAUT.Y
6Y
H- s , S tiIlin.
Dirac;
History Note: Water Quality Ceroftaffon Number 3699 reWacis Water QuaW CerMcdthn
Number 2664 issued an January 21, 199Z Watqr Quill Ceriftatfon Number 3029 &sued an
September 6, 199A Water Quality C&ffAwt1bd(lNQC) Number 1101 faiiWd-on Febirdary 11,*-
1997, Water Qualify Ceffmatim Number 3280 issued an June 1, 2000, Water Quality.. .. . - .
Certdkaffan Number 3374 issued on Adamh It 2004irid.Witer QuafiW Ceiffkaff6p Number..
3625 Issued . on March 19, . 2007. . This General Ce&mtfon is rescinded whew the Corps -or
Engineers teauffiodke NaffomWe 12 or when ddemed apprapdate by the bkIklor"orthe Division
of Water Mrtity.
Water Quality Certification No. 3699 6

Wat6r Quality Ce-rfific6tidh; No.* 3705.
Water Quality Ciertification'Nuinbor37051s issued In mantsi conlidtmityWith'the" requkd'- ' rite sear 6----
401, Public Laws 92-500`ind 95-217of the United States and subject t6vie Nbith darorma- 7-
Division of Water "Ijty.(DWQ)Regulations in I5ANCAC'2H. Section .0500and ISA NCAC 213:
.0200 for the -diichaege'& fill*maMal to i0aters:6nd acq666nt wetland "areas or to wetParid areas
that are. not a W*of tfi6*6Urfik6 tributary iysftM, tor hjt1!isteW wittgrti*6V ng*jable',�� of the -
United States 0 bsrddsddb6d fn'3t CF11;330:*A* pp A 4Z'43*;' 4=4 'fid-46')'-'
Of the Cc* of EnOlrideril*§016110hd (IA-O� Niti6fifvwd Peftfift Nd.- 39)-a- n- Obt the R
Protecliori Rules (136fferRdles) In I5&NCAC.28--,.O2h6-*.*- .
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306- and 307 of the Public Lem 92-500 and -95-217
If conducted In accordance with the conditions hereinafter set forth, -*-�-'-,- - .:-.- , .. ;':* - .- .- -. - . ...
Activities n*bUh6 OhydAe, (1) of the foIImMfij-ijjtcijjjj-require
Division of Water Quality (the "Division"y
a. Any impacts t5pe-mfln[W'Wititt"(as dtpj&ted gn-thi---aiffikihto
§G 240)0-- -
topographic map or &'oth&rjOj66d8Wn'1ikW UY acid their
essocldtdd�doidifi buffeft in Water S60plj (WS), Frlglh* Orj@rjtywatBi- (f4CPM or
Outstanding Reiditkee Wiffir"(O" watersheds: Onfy W'a'W. eperid int"
es. piiblk
projects, and structures WdiMinlryids' ej Irf -hOW sudlces - -iAl - jjj a&,Wed as
outlined In those rules [16A NCAC 28.0212 through; 02151. All other activities require a.
variance from the delegated local govaMffiji6t-ijd/or 64 NC EFMrohftietilil M&nageni,idt
Commission before the application for the 401 Water QLaft Certification can be
b- Any Impacts lo streams and builbii ln'tfiii Netise, T60 46' kkildlimaini aknddakidiwiba
River Basins (or any other bwfuis vAlh Riparian Area ProWdiei [Birifer Ruk
effect at the time of application (in accordance with 15A NCAC 28 CqWD, unless the
aativt ' are ar
16&pi�s-f&,. " EXrMPr kWn'thaij Rjjkw:
C. A�jljh a -
g
-4�13)i6ii%fgdlori &-d ng
d. Total
to6rgrew than iso dear f66f6f interrriittent indlar'p:*eikennial
.strain cEilve M-WHO" rap p a d; o'!r relbici ied. - In di tilvm'q triifiporary sjrKijoe,
perinanerit impacts::
SL Equal! to or greater than One-third (M) Of an id6 Eisfbi I6teiitite95**(W6).*
b. "UM td*'O':r 9'reakif than bn&i" (III o) acre west of Intimicati 95 0-95).
Ill. Weiland Impacts (temporary andforpermarieni):
AL
b. Equal to or greater ftfi.'dn&tanth (1110) acre Mit'of
c. Any' kfiPacts to wetlands
dr; ibdP660 to waters Oestriiiedais: ORW, SA, WS'-Ila664 'n' Lor
Trout;lo-Wateit designafad'as allordi Ca6fkWor NWild
and SoMic Mdr.-':
;
d.' orunkueW rids
NCAC 2H.05061. : -. ... 1. .. . .... . .
Water Quality Certification No. 3705

Water Quality Ceirtiflbation No. 3705,1
:.::.
IV. if the activity is associated with i-n re isponse to a Notice of Violation or ananforcement
action initiated by the Division andlor the pivtsioirof Land Resources
In accordance with North Carolina General Statute Section 143-21b.3D(e),:written.approval fora
401 Water Quality General Certification 6ustinclude the approplate_fee;_If a project also
wires a CAMA Pemtif than one
requires paymenttaboth:agendes shall be submitted and will be the
higher of the two fees. _:_.......
Activities that are. below,tho:thresholds, or otherwise do.not meet the crteria,l(sted:above- ..
in this General Certiticatlon do.r�ot .quire writtefi approval from the; Division of Water.:
Quality long as they coRnply. with the Conditions.of: Certification.listed below; tncluding .
the St r nwater Ma . _ nageme Plan condition. If .the project roquires_a Sta
rwise nnvrater:_ ;.
Management Plan, but is otheiielow the whiten approval titreaholds,.the. applicant:::.
may .provM9 .a courtesy copy of the Pro -Construction Notificatlatr along-vr[ih a copy of the:_
Stoi i w. r',Management Plan (and approval letter from -the appropriate locally delegated; --.
state program where applicable). If any of these Conditions cannot be met, then written.- ..
approval from the Division is required.
Conditions of Certification: :...... -
1. No Impacts Beyond those Authorized in the Written Approval or Beyond the Threshold of Use .
of this Certification
No waste, spoil, solids, or fill of any kind shalt occur In wetlands, waters, or riparian areas
beyond the footprint of the lmpaqt.s depicted inthe Are -Construction Notification and.:..:
authorized in the written eppraval from the Diftori jiniliacting `ureieerital firipect$.: All
construction aclivlties,: Inctuding:the design, instaftation, operation, and maintenance of-.. -
sediment and eros_ ion contrclBest;Wnagement,Riacdces, shall be petfamted sc tt t no_
violation's of state water qualiij►. standards, statutes, •or ivies occur.-..- •; ::. • ::-. :"... .: _ _
2. Standard Erosionand Sedlme& C6ntr6l'6a does.'
Erosion and sedirrierit,eoritrol ""iracttces must be In full compliariiar with all specfications _ -
goveming the proper design, Installation and operation and
ma6itenance:of sugh-�st Management Fr'actices: .. . . .. ... . . . . .. ... .. .
a. De*h' installation, operation, and maintenance ottfte d'rtnentand:erosion controt..:
measures must be such that they equal, ar exceed, the re- ui kenaertts *- d&d in thi'
most recent version -of the Nodh Carolina 8edirfionf and Erosion Conbuf Manilal. The .
-devices 'Shall be rtiairttained on ail coristrrrchon sites,, borrow tides, and waste toils (spott)
projects, including contractor -owned or (eased borrow pits assocated with the -project
b. For borrow pit sites, the erosion and sediment control measures musttie designed.
Installed, operated, and maintained In accordance with the most recent version of the. ;
North Carolina Surface bfuring Manual. _ . " - -- :: - • <: , •... _
r.. Reclamation measures and implementation- must empty with the. reclamation in,:.-• :.
accordance*" the requirements of the Sedi nentation Pollution Control Pict and the
Wining Act of 1971.
d. Sufficient materials required for stabilizatfori and1br repair of erosion oon6l measures _
and storntwater muting and treatment shall be on site at all times.::. • : - : , =
e_ if the project occurs in -waters or.watersheds classified as Primary Nursery Areas (PNAs),
Trout (TO, SSA WS4, WS-11, Nigh Quality (Hq% ,.or Outstanding- Resource (ORWy
waters, then the sedirrreni and erosion control re'quirementscontaired within Design
Standarcls %rr Sensitive Watersheds (1SA NCAC 04B .Lt124)supercede all other 'ottent
and erosioncontrol requirements
Water Quality Certification No. 3705

Wai6 r- 06a10 Cdr'fificatioh N9. 3705"'..
3. No Sediment and &rislon Control Measures In Wetlands or Waters
Sediment and'erb9ion:control rrieasklreis- should riot 6e'placbd:in �redaridsi--&waters withbut,
prior approval by the Division. If placement of sediment and em'sion*cohfriA devices In*;
wetlands an&Wftts is unavoidable, than design and pl&ciiiient-of temporary erosion 6anfii)l
measures shall not be conducted In am;hn6er that may r2eisult in dis-e4ullibriuin of iieflandis' or
stream bdds or banks, adjacent to or upstrearft*snd down str6aim' 'of #4 afiov6 structures. AN
sediment and erosion control devices shall be iemoved and thef natural Oradii restored within
two (2) months of the date that the Division of Land Resources or locally delegated program
has released the pmjecL . . .. . ... : .. .. . . .. . : .. "
4. ConsbWldnS.to'rrirwaterPem*NCGO10060--.--
Upon a approval
ssue by'lh "Di4isicirf Vf tfi% C(ah E1tX4dh4hd'SddIhi� OCn611 Wni'l i Id'' a
Land Resources (DLR) ora DLR delegated local erosion and sedimentiffori cdrifiiA-Or6gra,m,
.an NPDES General stomwrdder perrnit (NCG01 0000) administered by the Division is
automatically issued to the project: -This GdnOal P6rMft'al1dws'sban*a*td bei.d.licifibirged
during (arid disturbingbonsUtiction'activitios a stipulated -by c6fididlaris in the - it: If your
project Is cdVirid by this pedhit {applicable td conshialod pngdcli that,&W orie (1) or -
more acresl full compliance with permit condifts kicluding the iediir*�� coh . plan;
self -monitoring, record keeping and reporting requirements are req".,A copy of this
permit and monitoring report forms may be found at
htfpJlh 2o.enr.sta1e,nr,.W-6LaMs Documents.hfm
If activities must occur during periods of high biological activity (Le, sea j6jtlj*6r blid'riesft),
then biological monitoring may be required at the request of other state or federal agencies.
-
and coordinated with thiise4WAtlis. Ttds7 donditI66,ciri be wowed througfiivrittari
cbiairrerx:e on a case VY 6 aidle Wils 'u'po'n' *, iiiia aWe i6iffmam.
All mdtrWUmsbn-c6istfti6di:A
aicfi%Kties'dstisblMW,by*tfiei NC Vfiid&-'k
Cdmm146n-,(WRC), US Fish OndWildfife &i-hrii:e (USFWS). NCDfiiI&n:6(&Wn-iw`Fisheries
(DNfl, & Matlohal Marine FWiodeis 8erv1c6-(NMFS) to Wss6h impd6tj13n 6bijt anadfdmdus
fish, larval/post4arval fishes and crustaceans, or other aquatic specim of concern shall be '
Implemented. 71115 condition can bs =*ved through written -concuriance on a case by caw
bdsis upon reasonable justification. -
Waawlthin the bv6Wfive-(25YdasIghaIed Ova c-ouinfie . i 6r ldeiniffi6il -state or-f6deral
wed "or thr'thtLihi3d's'O'ddeii habitat diall be c6oidiiiated with the" appm-prialkMC,
USFWS, NMP8,';kid1br DMP OiisbfinbL' -
S. Work In the Dry
All Work in oradjacent titisfiiiiii r,b-:*shall 66 66iWUded'n: i dry *6&area. ApptoVed:
beef management practices froffi the most 6utie4veiticin
of the NC Secilihent and Emsldri
CdnW Manual, or the NC -DOT 06hitubtlon and Makfthkjj6,Activ1fidj ganto. Sikh as,
sandbags: n3ekberms,-COfti'dams, and ofti diviWon structures shad bevsed to mintmite
excavation In flowing water. Exceptions to this Condition require submiltial to, arvd apprb Val
by, the Division of Water Quality.
Water Qwft Certification No. 3705

Water Quality Certification No. 3705
7. Riparian Area Protection (Buffer) Rules
Acclivities located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands
or not), within the Neuse, Tar. -Pamlico, Catawba, or Randleman (or any other basin with. -
buffer rules, shall be limited to 'uses' identified within and constructed in accordance with - .
15A NCAC 2B..0233, .0259, _0250 and.10243, and shall be located, -designed, constructed,.
'arid maintained to.hive minimal disturbance to protect water quality to the maximum extent
practicable through the use of Best management practices. All buffer rule requirements; .: .
including diffuse flow requirements, must be met...'
B. Watei Supply Watershed Btlffers
The 30•-foot wide vegetative buffer (low -density development) or the.100-foot wide vegetative
buffer (NO -density development) shall be maintained adjacent to all perennial waters except
for allowances as provided in the Water Supply Watershed Protection Rules [15A NCAC 28:
.0212
9. If concrete -is used during the cgnstrucdon, then o dryworlt-area should be maintained to.:
prevent. direct contact between ciiring concrete and stream water. Water that inadvertently.
contacts uncured concrete should not be discharged to surface waters due to the potential for
elevated pH and possible aquatic tifelfish kids......
10. Compensatory Millgationj
In accordance with 15A NCAC 2H .0506 (h), cximperisatbrymitigadcn may tie required for
losses of 160 dnear feet or more of streams and/or one (1) acre or more of wetlands. For
linear, public transportation projects, Impacts equal to or exceeding 150 linear feet per stream
shall require mitigation..•... _ :24.
-
Coniperisatary'stream migation shall be required at a 1:t. ratio for all perennial and, :::: ; : -•
intermittent stream onpacts lo watersheds dassifsed as Ot W i iIQ11V, Trout, WS4 and WS41.-
Buffer mitigation.may be required far any project with Buffer Rules in effect at the time of
appliq"On for buffer snpads cl s resulting from activitieassified as "Allowable with Mitigation"
wNtin the :'Tabje .of Uses" sectfoti of the Buffer Rules or' req
urce a variance under the Buffer
Rules."'- . .... .... .. .. ...... ..... ... --- . - - - -
Xde'of Buffer; urettand-and stream mitigation i'egvirits sPiall be made forany
General Water Quality Cerfification fear this Nationwide Pernti. Design and monitoring
protocols shall follow the US Army Corps of Engineers Wilmington District Steam Mftallw
GuklePrnes (April 2003), or its subsequent updates. Compensatorymitigatlon plans shall be
-fbr W' ditin D`nvislon approval as required in those protocols. Ntemathmly, the: -:...-
Division will accept payment into an in -lieu fee program or credit purchase from a mitigation
bank
Finally, the mitigation plan must be implemented and/or constructed before any permanent:
building or stnichire on.sfte Is occupied.• Iri.#re case of pribdc ioad projects, the mitigation:- ;
plan must be im" pleinented before the road is opened to the public. Proof of payment to an
"eu fee progr�n or" mr sb i ion bank must bd provided to the Division to satisfy ft •. -:
requkemenlL
Water Quality Certification No. 3705
4
i
i
m

Water Quality Certification N°: 3705"
11. For all activities requiring re alignmdnt of streams; a stream ieloddWn plan must be included
for written Division.approvat Relocated stream designs should include the same dimensions,
patterns and profiles as the existing channel (or astable reference reach If th(i'existing
channel is unstable), to the maximum extent practical. The new chanriel'sfhbuld be'--'-'
constructed in the dry and water shall not be turned into the new channel until the banks are
stabtr¢ed.- Vegetation used fdtbank'stabilliation shall belriiited to'ihatlire wbody species,: --
and should include estabifshment of a 304oat wide wooded: and an adla6erit 20-foot wide
vegetated buffer on both sides of the relocated channel to the maximum extent practical. A
transitional"piase incorporating apptopdate-erosfbn'control rtiatting materfals-and seedling.
establishMent is -allowable. Rip -rap, A=,lacks; i oncrete; gabkins or other hard'striictures may
be allowed if it is necessary to maintain the physical integrity of the stream; however, the - -
apptiCant must provide written justification and any calculations used to determirwthe extent
of rip -rap coverage., Please`notethat If the stream relocation is conducted -as a streark ,
reskmW6K-;bs defined in the US'Arr by Ccog of Engineers 1Nlmington Dis#iict; Apri1.2003`' '
Stream Miligadan Guldefines (or its subsequent updates}; tlie�restored'lengtfi can be used as
compensatory mitigation for the impacts resulting from the relocation.
12. StormwaterlYlAh eirhenl Plan. Re4u-Hime-6ts'-
A. For applicants other than the North Carolina Department of Transportation; a'Siorrnwaler
Management Plan in accordance with the version of Stormwater Management Plan (SUP).
Requirements fioiAWitidhts bdidt Maii fire Atorifr"CarorbibeparfirientaFT
►&P��. .
posted'on the Divisiad web'sftb:at die time ofappilcation shall be provided for any projec[ that
mdets both of the folfowing lViio'criteiia:` :: - . • .
t. `Requires a 404'Perrhiit or Isolated Ntifetlarids Permit (regardless. of::''
whether written authorization is required by the Division); AND_ -.'
tt. Cdntatns brie or more drafriage areas thataria atiticlpated to have
inipeiviais`sur€acecover of equal -to or greater than 24 percent' Wheq
drafriage areas are dfffiixilt to delirieabe of when,e pocket of filgh'derhsrty
exists wPtn a drainage: ariea, tfie Mir on 'shall use best -professional, •:
e SMP
dd meiit to a 1 the " rremnf'Ma
. !3 pP Y ..:: mqup"Pi�D1 :. ... .'
B. For the North Carolina Department of Transportation, comprrance witty NCDOTs Individual
NPDES permit NCS000250 shall serve to satisfy this condition.
13. Plaoeriterht of Culirert's and Other �fruo1 ices In WNabers and Vilettands `'
Cuhierts required for this'prcject shalt be d�ijnid-andinsteLIW in_siich aman' "' that file
original stream profiles are not altered and allow for aquatic rde-moveitfier during -low flows:
Existing stream dimensions (Including the cross :section dhws'rons, pattern, and Wgitudinal
MSG) Must be rrraintain6d abdve'and below Idcatidnsbffeacfi�cul &L.' Placeitient of culverts"
and other stiuctirres iniivaters and`streams must'tie placed below the elevation of the'-
streambed byi'one foot for all cuiverfs tivlth a -dfam�r greater ftn 48 Iridtes,
*and 20'percent
of th_ e'oulvert dfarrreter'fof cilftils hair 6 a dWkwtir less thari or equal t6'48 inches, to -allow
ow fl low passage bf water add aquatic life:'
Installali —of ail ih in `e, lands mrtSit erisure, eon6nuity of wateritiovenierrt and be.
designed to adequateijr-accattimodats hlgh-_waier a flood conditions: Additionally, when :
roadways, causeways or other M projects are constructed across FEMA-designated- - '
floodways or wetlands, openings such as culverts or bridges must be provided to maintain
the natural hydrology of the system as well as prevent constriction of the tioodway that may
result in destabilization of streams -or wetlands.
Water Quality Certification No. 3705

Water {duality Certification NP. 3705-
tf site -specific topographic Constraints preclude the ability to bury the culverts as described
above and/or.the applicant can demonstrate that burying the culvert would result in.
destabilization'of the channel and head -cutting upstream, the Division will consider
attemative design proposals. .
Any ri%prap n qufred for normal pipe burial and stabWation shall be buried such that the .
original stream elevation Is restored and maintalned
The est6blishrnig4ji of native, woody:vegetation and other soft streatri bank stabllliation .
techniques imsf-be:tisod where practicable instead of riprap or otherbank.hardening
methods::..
14. Additional site -specific conditions may be added to thew t(eh approval letter for. -projects:
proposed under this Water Qtial ty Certification in order to ensure compliaricce with all.. .
applicable water quality "0 efiluent standards.. ::
15. If an environmental docuirrent is required under the National or State Environmental Policy
Act (NEPA or SEPA), then this General Certification Is not valid until a Finding of No .
Slgnificant Impact (FONSI) or Record of Decision (ROD) is issued by the State
16. If this Water Quality Cerhficafiori as'tised to access building sdtes, their a kits owned by the
applicantmust be buildable vtnitout additional impacts to streams or wttiands. - The applicant
is requited to provide evldenoe that the lots are buildable without requiring additional impacts
to wetlands, waters or buffers if required to do so in writing by the Division. For road
construction purposes, this Certification "I only be utilized from natural high ground to
natural hiQh'grotirid.
17. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetkft:waters and- protective buffers in order to assure 6MOIarice for future wetland,
Water grid buffer mgaat.. These mechanism's strap be put In placeat the time of recording of
the property; or of individual lots, whlclieve� 1s appropriate. A sample rived notiircatian can
be downkraded horn the'401046nds Unit web•ske at htt: llh26enrstate.nc ushrcwetiands.
The text of the sarr+ple deed iiatifrcation may be modified as appropriate to suit to a specific
proms'
1& When written authorization ls>regik:: d'for t-ise-oCthis certification, upon corr� of all
permitted impacts.included within the approval and any subsegtant modifications, the . .
applicant shall be required to return the certificate of cortrpletion attached to the approval.
One copy -of the certificate shall be sent to the DWQ Central Office In Raleigh at 1650 Mall
Service Center,. Raleigh:.NC, 27699-165o.
19: This General Cet tifica6ori allot! eiipine three (3j years frtim.the daite of issuance of the written
Leiter from the Division ar do the same day as the eirpiratioh date cif the b6des*41i9.
Natiwti i Permit The'ccnditlons In effect on'the date of issuance of Certification for a
specific project stiali'errrain in effect for the 61e-of the project, regardless of the expiration".
date 6f this Certification: If the construction process for approved aetivtlies will overlap the
expiration and renewal date of the corresponding 404 Peimit and the CoMs allows for
continued use of the 404 Permti, then the General CerIffication shall also remain in effect -
without requiiirrg ie-appliicatio_ ri and're=appr'aval to use this Certifiiation for_ the spetdiic`
impacts already approved. -
Water Quality Certl&adon No. 3705 6

Water Quality Certification No. 3705
20. The applicant/permittee and their authorized .agents shah conduct all activities In a manner
consistent with State water quality standards (including any requirements resulting from
compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of
State and Federal Law. If the Division determines that such standards or laws are not being
met, including failure t; sustain a designated or achieved use, or that State or Federal iaw is
being violated, or that further conditions are necessary to assure compliance, then the
Division may reevaluate and modify this General Water Quality Certification.
Non-compliance with or violation of the conditions herein set forth by a specific fill project may
result in revocation of this General Certification for the project and may also result In criminal
and/or civil penalties.
The Director of the North Carotin Divislon of Water Quality may require submission of a formal
application for Individual Certification for any project in phis category of acW[ty, if it Is determined
that the project is likely to have a significant adverse effect upon water quality including state or
federally listed endangered or threatened aquatic species or degrade the waters so that existing
uses of the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed In the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: November 1, 2007
DIVISION OF WATER QUALITY
By
ti
Colleen H. Sullins
Director
1dlstoryNote: Water Quality Certification Number 3706 replaces Water Quality Certification
Numbers 3106 and 3108 issued on February 11,1997, Water Qualify Certificafion Number 3287
Issued on June 1, 2000, Water Quality Certification Number3362 issued March 18, 200? Water
Quardy Certification Number 3402 issued March, 2003, and Water Quakty Certification Number
3631 issued March 19, 2007. This Water Quality Certification is rescinded when the Corps of
Engineers re -authorizes Nationwide Permits 18, 29, 39, 41, 42.43 or 44 or when deemed
appropriate by the Director of the Difton of Water Quality.
Watcr Qu Ity Certification No. 3705

Certification of Completion
DWQ Project No.: 08 1 16 County: Pender
Applicant: Hughes Baran Development Co./Jeff Baran and SD Surf LLC/Howard Penton _
Project Name: Harris Teeter and Captiva Commons at Surf City
Date of Issuance of Wetland Permit: December 29 2008
Certificate of Comntetion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401 Oversight%xpress Permitting Unit,
North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, Ncy 27699-1650. This form may be
returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send
certificates from all of these.
Applicant's Certification
L hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature:
Agent's Cert#cation
Date:
11 hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materWs.
Signature: Date:
If this project was designed by a Certified Professional
as a duly registered Professional (ie., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina,havingbeen authorized -to observe
weekly, full time) the construction of the project, for the Pemaittee hereby state that, to the best of my abilities,(periodically,
scare
and diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other snWrting materials.
Signature: Registration No. Date

U.S. ARMY CORPS OF ENGINEERS
WIII%MGTON DISTRICT
Action ID. SAW 2006-40759 County: Pend er USGS Quad: Holly Ridge
GENE tAL PERMIT (REGIONAL AND NATIONWIDE) VERMICATION
Applicants: Mr. Jeff Baran Mr. Howard Penton
Hughes Baran Development Company, LLC S.D. Surf, LLC
Address: 6409 Westgate Road 6105 OIeander Drive, Suite 201
Ralei& NC 27617 Virdinineton, NC 29403
Telephone No.:
Size and location ofproperty (water body, road name/numlier, town, etc.): The roe is located on the west side of
N.C.-Highway 210-between U.S. Highway 17 and Watts Landing Road, in Surf City Fender County, North
Carolina.
Description ofprojects area and activity: Harris Teeter and Captiva Commons This permit authorizes the
temporary discharge of itil material into 0331 acres of wetlands for construction and the installation of a utility
line and the Permanent discharge of fill material into OA43 acres of wetlands for the construction of roads, Parldng
areas and other structures associated with commercial and residential development
Applicable Law: ® Section 404 (Clean Water Art, 33 USC 1344)
❑ Secfm 10 (Rives and Harbors Act, 33 USC 403)
Authorization: Regional General Pem* Number.
Nationwide Permit Number. 29 and 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may
subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. K prior to the expiration date identified below, the nationwide pemrit aiLlorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies With all requirements of
the modified nationwide pit ff the nationwide permit authorization cipires or is sugpm&1 revoked, or is modified, such that the
activity, would no longer comply with the terms and conditions of the nationwide pennit, activities which have commenced (Le., are
under construction) or are under contract to commence in reliance upon the nationwide permit; will remain authormed provided the
activity is completed within twelve motes of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary, authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must coact the N.C. Division of Coastal Management .
This Department of the Army verification does not relieve the perm ttee of the responsibility to obtain any other required Federal,
State or local approvals/pesmits.
If there are any questions regarding this verification, any of the conditions of the Pert, or the Corps of Engineers regulatory
program, please, contact Ronnie Smith at 910-251-4829.
Corps Regulatory Official Ronnie Smith Date: January a 2009
Expiration Date of Vedfication:.ianu=T 12, 2011
The Wilmington District is wed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the attached customer Satisfaction Survey or visit htiu://www saw.usace.armv mrW/WETLANDS!mdex btml to
complete the survey online.
Page 1 of 2

Determination of Jurisdiction:
❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory program Administrative Appeal Process
( Refemmire 33 CFl? Part 331).
❑ There are Navigable Waters of the United States within the above described project area subject to the pennit 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 date of this
notification.
® There are Raters of the US and/or wetlands within 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 five years from the date of this notification.
❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued February 9, 2006 with Action ID Number 2005001193.
Basis of Jurisdictional Determination: This site exhibits wetland criteria as described in the 1997 Corns Wetland Delineation
Manual and part of a broad continuum of wetlands that are adjacent to an unnamed tn'bntarw of V'umnia Creep which is a
navigable water of the United States
Remarks: This site also contains isolated wetlands. Isolated wetlands are not subject to the permit requirements of Section 404
of the Clean Water Act.
Appeals YnfOrMatiOn (T1rjs information applies only to approved jurisdictional determinations.)
Attached to this verification is an approved jurisdictional determination. if you are not in agreement with that approved jurisdictional
determination, you can make an administrative appeal under 33 CFR 331. Enclosed you will find a Notification of Appeal Process
(NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA
form to the following address:
District Engineer, Wilmington Regulatory Division
Alta: Ronnie Smith, Project Manager,
Wilmington Regulatory Field Office
PO Box 1990
Wilmington, North Carolina 28402
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 3315, and that it has been received by the District Office within 60 days of the date of the NAP. Should you
decide to submit an RFA farm, it must be received at the above address by March 13, 2009.
"*It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this correspondence.**
Cozps Regulatory Official: Ronnie Smith
Date: January 12, 2009
Expiration Data January = 2014
SURVEY PLATS, FIELD SKETCH, WETLAND DFr DWaITON FORMS, PROJECT PLANS, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORK IF REQUIRED OR AVAH ABLE.
Copy Furnished:
Ms. Joanne Steenhuis
NCDENR-D'%"Q*
127 Cardinal Drive Extension
Wilmington, NC 29405
Page 2 of 1
Mr. Ian McMillan
NCDEI�R-DWQ
1650 Mail Service Center
Raleigh, NC 27699
Ms. Dapa Luflzeran
Southern, Bn nmental Croup, Inc.
5315 S. College Road, Suite E
Wihnington, NC 28412

Action ID Number: SAW-200640759 County: Pender
Permittee: Hughes Baran Development Company, LLC
S.D. Surf, LLC
Date Verification Issued: January 12, 2009
Project Manager: Ronnie Smith
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WH IVENGTON DISTRICT
WILMINGTON REGULATORY FIELD OFFICE
POST OFFICE BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

Applicants: Hughes Baran Development File Number. SAW-2446-
Company, LLC — S.D. Surf, LLC 140759
Date: January 12, 2009
Attached is I See Section below
INITIAL PROFFERED q PERMIT (Standard Permit or Letter of I A
PROFFERED PERMIT Standard Permit or Letter ofpermission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
Ll PRELIMMARY JURISDICTIONAL DETERMINATION E
A: U TTIAL PROFFERED PERMIT: You, may accept or object to the pemut.
ACCEPT: If you received a Standard Pemrit, you may sign the permit document and return it to the district engineer for final
authorizadom. If you received a Letter ofPermiss on (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit; including its temrs and conditions, and approved jurisdictional determinations associated with the permit.
OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section H of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your lettcr, the district engineer will evaluate,your objections and may: (a) modify the
pemrit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal tl�e permit
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved iLmAdictional determinations associated with the permit,
APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain' and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section. II of this fomr
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENTAL: You may appeal the decrial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II oft his form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date ofthis notice.

D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 6o days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Proccss by completiug Section II of this form and sending the form to the district engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E. PRELIlVIINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which maybe appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record)
ADDPTIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
If you have questions regarding this decisic
and/or the appeal process you may contact:
Ronnie Smith
USAED RG
PO Box 1890
Wilmington, NC 28402
If you only have questions regarding the appeal process you
may also contact:
I& Mm- Bell, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
I Atlanta, Georgia 30303-8801
RIGHT OF ENTRY- Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
Date:
of appellant or
number:
For appeals on Initial Proffered Permits and approved Jurisdictional Determinations send this form to:
District Engineer, Wfimington Regulatory Division, Attn: Ronnie Smith, Project Manager, Wilmington
Regulatory Field Office, PO Bog 1890, Wilmington, North Carolina 28462

Hughes Baran Development Company, LLC
S.D. Surf, LLC.
Pender County
AID# SAW 2006-40759
Special Conditions:
1) In order to compensate for impacts to 0.443 acres of non -riparian wetlands the permittee shall make payment to
the NCSU Hoffman Forest Wetland Mitigation Bank in the amount determined by the Wetland Mitigation Bank,
sufficient to perform the restoration of 0.443 acres of non -riparian wetlands in the White Oak River Basin,
Cataloging Unit 03020302.
Construction within jurisdictional areas on the property shall begun only after the permittee has made full
payment to the NCSU Hoffman Forest Wetland Miitigation Bank and provided a copy of the payment
documentation to the Corps.
2) a. The permittee shall preserve and maintain 9.63 acres of jurisdictional wetlands, as indicated on the
attached plat dated December 15, 2008 and titled "preservation Map". The permittee is prohibited from
performing any of the following activities on the property: Filling; grading; excavating, earth movement of
any kind; construction of roads, walkways, buildings, signs, or any other structure; any activity that may
alter the drainage patterns on the property; the destruction, mowing, or other alteration of vegetation on
the property; disposal or storage of any garbage, trash, or other waste material; or any other activity which
would result in the stream, open waters or wetlands being adversely impacted or destroyed.
b. The permittee shall execute and cause to be recorded in the Pender County Register of Deeds, the
Conservation Declaration and survey for Captiva Commons at Surf City Crossing that was provided to the
Corps of Engineers on December 15, 2008.
c. Prior to beginning the work authorized by this permit, the Permittee shall provide a copy of the
recorded conservation declaration and the recorded survey to the Corps of Engineers.
These provisions relating to the wetlands cannot be amended or modified without the express written consent of
the U.S. Army Corps of Engineers, Wilmington District.
3) The permittee shall execute and cause to be recorded with the Pender County Register of Deeds, a deed
notification, or similar legal mechanism, for the outparcels referred to as 4 and 5 on the attached preservation.
map. The deed notification shall be executed and recorded prior to the sale or conveyance of any or part of these
parceMots or within 30 days of receipt of this correspondence, whichever occurs first. This notification must
clearly state that these outparceMots contain jurisdictional Waters of the United States that are subject to the
permitting requirements of Section 404 of the Clean Water Act. The permittee must also submit a copy of the
recorded document(s) to the Corps within I5 days of recordation.
4) The permanent maintenance corridor of the proposed utility line located in the wetlands along the eastern
property boundary shall only be 10 feet wide. All other cleared wetland areas, outside of the permanent
maintenance corridor, shall be allowed to naturally re -vegetate.
Corp Regulatory Official omiie Smith Date: January 12. ZOG3

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"A'or FRECEIVED
; .. =--�..—.. 7 2009
NDENR r rnMPAN
North Carolina Department of Environment and Natural ekes
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Michael F. Easley, Governor
Director and State Geologist William G. Ross, Jr., Secretary
October 03, 2008
LETTER OF APPROVAL WITH MODIFICATIONS AND PERFORMANCE
RESERVATIONS
WRI-Hughes, LLC
ATTN :- Jeffrey W Baran
6409 Westgate, Road.
Raleigh, NC 27617
RE: Project Name: Surf City Crossing - Harris Teeter - EXPRESS
Project ID: Pende-2009-009 Acres Approved: 18.50
County: Pender, Hwy. 210, Surf City
River Basin: Cape Fear Stream Classification: Other
Submitted By: Bob Mitchell, The Adams Company, Inc.
Date Received by LQS:
Plan Type: New
Dear Mr. Baran:
This office has reviewed the subject erosion and sedimentation control plan and hereby issues this
Letter of Approval with Modifications and Performance Reservations. A list of the modifications
and reservations is attached. This plan approval shall expire three (3) years following the date of
approval, if no land -disturbing activity has been undertaken, as is required by Title 15A NCAC 4B
.0129. Should the plan not perform adequately, a revised plan will be required (G.S." 113A-54.1)(b).
Please be advised that Title 15A NCAC 4B .0118(a) requires that a copy of the approved erosion
control plan be on file at the job site. Also, you should consider this letter to give the Notice
required by G.S. 113A-61.1(a) of our right of periodic inspection to insure compliance with the
approved plan.
North Carolina's Sedimentation Pollution Control Program is performance -oriented, requiring
protection of existing natural resources and adjoining properties. If, following the commencement
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone:[phone] Fax [phone]

Letter of Approval with Modifications and Performance Reservations
Project :- Surf City Crossing - Harris Teeter
October 03, 2008
Page 2 of 4
of this project, it is determined that the erosion and sedimentation control plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General
Statute 113A-51 thru 66), this office may require revisions to the plan and implementation of the
revisions to insure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and State
water quality laws, regulations, and rules. In addition, local city or county ordinances or rules may
also apply to this land -disturbing activity. This approval does not supersede any other permit or
approval.
Please be aware that your project will be covered by the enclosed NPDES General Stormwater
Permit NCG010000 (Construction Activities). You should first become familiar with all of the
requirements for compliance with the enclosed general permit.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you have provided. You are requested to file an amended
form if there is any change in the information included on the form. In addition, it would be helpful
if you notify this office of the proposed starting date for this project. Please notify us if you plan to
have a preconstruction conference.
Your cooperation is appreciated
Sincerely,
Rhonda Hall
AssistantRegional Engineer
Land Quality Section
Enclosures: Certificate of Approval
Modifications and Performance Reservations
NPDES Permit
cc: Bob Mitchell, The Adams Company, Inc.

Letter of Approval with Modifications and Performance Reservations
Project:- Surf City Crossing - Harris Teeter
October- 03, 2008
Page 3 of 4
MODIFICATIONS AND PERFORMANCE RESERVATIONS
Project Name: Surf City Crossing - Harris Teeter
Project ID: Pende-2009-009
County: Pender
1. This plan approval shall expire three (3) years following the date of approval, if no land
disturbing activity has been undertaken, as is required by Title 15A NCAC 4B.0029.
2. The developer is responsible for the control of sediment on -site. If the approved erosion
and sedimentation control measures prove insufficient, the developer must take those
additional steps necessary to stop sediment from leaving this site. Each sediment storage
device must be inspected after each storm event. Maintenance and/or clean out is
necessary anytime the device is at 50% capacity.
3. Any and all existing ditches on this project site are assumed to be left undisturbed by the
proposed development unless otherwise noted. The removal of vegetation within any
existing ditch or channel is prohibited unless the ditch or channel is to be regarded with side
slopes of 2 horizontal to 1 vertical or less steep. Bank slopes may be mowed, but stripping
of vegetation is considered new earth work and is subject to the same erosion control
requirements as new ditches.
4. The developer is responsible for obtaining any and all permits and approvals necessary for
the development of this project prior to the commencement of this land disturbing activity.
This could include agencies such as the Division of Water Quality4s stormwater regulations,
their enforcement requirements within Section 401 of the Clean Water Act, the U.S. Army
Corps of Engineers jurisdiction of Section 404 of the Clean Water Act, the Division of
Coastal Management6s CAMA requirements, the Division of Solid Waste Management4s
landfill regulations, the Environmental Protection Agency and/or The U.S. Army Corps of
Engineers jurisdiction of the Clean Water Act, local County or Municipalities6 ordinances, or
others that may be required. This approval cannot supersede any other permit or approval;
however, in the case of a Cease and Desist Order from the Corps of Engineers, that Order
would only apply to wetland areas. All highland would still have to be in compliance with the
N.C. Sedimentation Pollution Control Act.
5. If any area on site falls within the jurisdiction of Section 401 or 404 of the Clean Water Act,
the developer is responsible for compliance with the requirements of the Division of Water
Quality, the Corps of Engineers and the Environmental Protection Agency (EPA)
respectively. Any erosion control measures that fall within jurisdictional wetland areas must
be approved by the aforementioned agencies prior to installation. The Land Quality Section
must be notified of a relocation of the measures in question to the transition point between
the wetlands and the uplands to assure that the migration of sediment will not occur. If that
relocation presents a problem or contradicts any requirements of either DWQ, the Corps, or
the EPA, it is the responsibility of the developer to inform the Land Quality Section regional
office so that an adequate contingency plan can be made to assure sufficient erosion control
remains on site. Failure to do so will be considered a violation of this approval.

Letter of Approval with Modifications and Performance Reservations
Project :- Surf City Crossing - Harris Teeter
October 03, 2008
Page 4of 4
MODIFICATIONS AND PERFORMANCE RESERVATIONS
Project Name: Surf City Crossing Harris Teeter
Project ID: Pende-2009-009
County: Pender
6. Any borrow material brought onto this site must be from a legally operated mine or other
approved source. Any soil waste that leaves this site can be transported to a permitted
mine or separately permitted construction sites without additional permits. Disposal at any
other location would have to be included as a permit revision for this approval.
7. This permit allows for a land disturbance, as called for on the application plan, not to
exceed 18.5 acres. Exceeding that acreage will be a violation of this permit and would
require a revised plan and additional application fee. Any addition in impervious surface,
over that already noted on the approved plan, would also require a revised plan to verify
the appropriateness of the erosion control measures and stormwater retention measures.
8. The construction detail for the proposed silt fence requires reinforcing wire and steel posts
a maximum of eight (8) feet apart. Omission of the reinforcing wire is a construction
change that necessitates more posts for support, i.e., the spacing distance needs to be
reduced to no greater than six (6) feet apart.
9. Because the sediment traps and basins are shown on the plan as the primary
sedimentation and erosion control devices on this project, it is necessary that the traps
and basins and their collection systems be installed before any other grading takes place
on site. If that proves to be impractical, a revised plan must be submitted and approved
that addresses erosion and sediment control needs during the interim period until the traps
and basins are fully functioning.
10. A graveled construction entrance must be located at each point of access and egress
available to construction vehicles during the grading and construction phases of this
project. Access and egress from the project site at a point without a graveled entrance will
be considered a violation of this approval. Routine maintenance of the entrances is
critical.
11. The North Carolina Sedimentation Pollution Control Act mandates a shortened time frame
in which to re-establish vegetative groundcover. Slopes (including cuts, fills, and ditch
banks) left exposed will, within 21 calendar days after completion of any phase of grading,
be planted or otherwise provided with groundcover sufficient to permanently restrain.
erosion.
12. In order to comply with the basic control objectives of the SPCA (15A NCAC 04B .0106),
both exposed area and time of exposure should be limited. We recommend this project be
phased so that uncovered area is limited to a maximum of 20 acres at any given time. As
per North Carolina General Statute 113A-57(5), the land -disturbing activity shall be
conducted in accordance with the approved erosion and sedimentation control plan.

A!�rr
N CDEN fi
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Michael F. Easley, Governor
Director and State Geologist William G. Ross, Jr., Secretary
October 03, 2008
LETTER OF RECEIPT OF EROSION CONTROL PLAN
WRI-Hughes, LLC
ATTN :- Jeffrey W Baran
6409 Westgate, Road
Raleigh, NC 27617
RE: Project Name: Surf City Crossing - Harris Teeter - Express
Project ID: Pende-2009-009
County: Pender, Hwy. 210,•Surf City
River Basin: Cape Fear Stream Classification: Other
Submitted By: Bob Mitchell, The Adams Company,
Date Received by LQS: October 02, 2008
Plan Type: New
Dear Mr Baran:
This office has received a soil erosion and sediment control plan for the project listed above which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (G.S.
113A-57 (4)).
The Act requires that all persons disturbing an area of one or more acres of land must obtain
approval of a soil erosion control plan prior to the commencement of the land -disturbing activity
(G.S. 113A-54(d) (4)). The Act further states that this plan must be filed a minimum of 30 days
prior to the activity and the approving authority must approve or disapprove the submitted plan
within 30 days of receipt. Failure of the approving authority to approve or disapprove the submitted
plan within the 30-day period will be deemed approval of the plan.
Commencement or continuation of a land disturbing activity under the jurisdiction of this Act prior
to the approval of an erosion and sediment control plan is a violation of the Act.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] Fax: (910)

Letter of Receipt
Project :- Surf City Crossing - Harris Teeter
October 03, 2008
Page 2 of 2
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance
with Federal and State water quality laws, regulations and rules.
If you have questions please do not hesitate to contact this office. Your cooperation in this matter is
Sincerely,
Rhonda Hall
Assistant Regional Engineer
Land Quality Section
cc: Bob Mitchell, The Adams Company, Inc.

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
EXPRESS PERMITTING OPTION
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this form and an
acceptable erosion and sedimentation control plan have been completed and approved by the Land Quality Section, N.C.
Department of Environment and Natural Resources. (Please type or print and, if the question is not applicable or the e-
mail and/or fax information unavailable, placeNIA. in the blank)
Part A.
1. Project Name Surf City Crossing — Harris Teeter
2. Location of land -disturbing activity: County ­Render City or Township Surf City
Highway/Strmt Hwy. 210 Latitude 34.451 Longitude 77.604
3. Approximate date land -disturbing activity will commence: Oct. 1, 2008
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Commercial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 18.5 acres
6. Amount of fee enclosed: $ $ 1.235.00 . The Express Permitting application fee is a dual charge. The normal fee
of $50.00 per acre (rounded up to the next acre) is assessed without a ceiling amount In addition, the Express
Permitting supplement is $250.00 per acre up to eight acres, after which the Express Permitting supplemental fee
is a fixed $2,000.00 (Example: 9 acres total is $2,450).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Jeff Baran
Telephone [phone] Cell #
E-mail Address baranAbobhugires.com
Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Weingarten Hughes Surf City Venture
Name
2600 Citadel Plaza Dr., Suite 300
Current Mailing Address
Houston, TX. 77086
City State Zip
919-847-7309 919-848-9954
Telephone Fax Number
2600 Citadel Plaza Dr., Suite 300
Current Street Address
Houston, TX- 77086
City State Zip
10. Deed Book No. 3436 Page No. 191 Provide a copy of the most current deed.
Part B.
9. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
WRI Hughes. LLC
Name
_6409 Westgate. Rd.
Current Mailing Address
Raleigh. NC, 27617
City State Zip
Telephone [phone]
[e-mail]
E-mail Address
6409 Westgate. Rd.
Current Street Address
Raleigh, NC, 27617
City State Zip
Fax Number 919-848-9854

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name E-mail Address
Current Mailing Address Cuurent Street Address
City State Zip City State Zip
Telephone
Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an assumed
name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible Party is a Corporation,
give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
E-mail Address
City State Zip City
Current Street Address
Telephone Fax Number
State Zip
(c) In order to facilitate Express Permitting, it is necessary to be able to contact the Engineer or other consultant
who can assist in providing any necessary information regarding the plan and its preparation:
_M. Floyd Adams. PE [e-mail] intrstar.net OR mitchells82(ctearthlink net
Engineering Firm or other consultant E-mail Address
Floyd Adams OR Bob Mitchell 9I0-293-2770 910-293-2766
Individual contact person (type or print) Telephone Fax Number
The above information is true and correct to the best of my tmowlcdgc and belief and was provided by me under oath
(This form must be signed by the Financially Responsible Person if an individual or his attorney -in -fact, or if not an
individual, by an officer, director, partner, or registered agent with the authority to execute instruments for the
Financially Responsible Person). I agree to provide corrected information should there by any change in the information
provided herein.
or
Date
E
4, • 1X Gat-E" A - rVL c`+cam- e- (k a Notary Public of the County of � ((,NI
State of North Carolina, hereby certify that T,-�t•�.ar appeared personally before me
this day and being duly swum aclmowledged that the above/form was executed by him.
BVitness ury w� ZaL this � day of Seer1� e.- , 20 C o
My commission expires
-3- Zojt

HARRIS TEETER at SURF CITY CROSSING
Commercial Stores
Surf City, Pender County
NARRATIVE
A. General Information
L Project Title: Harris Teeter at Surf City Crossing
2. Location: Hwy. 210, Surf City, NC
3. 25.52 Acres — Total Project Area (23.90 — On -Site / 1.62 Off -Site Acres)
4. 18.50 Acres — Disturbed Area
5. Wetlands (2.98 acres) are within this project and will disturb less than 0.50 acres
6. Current owner — WRI Hughes, LLC, 6409 Westgate Road, Raleigh, NC 27617
7. The land is currently wooded with no built -upon areas
8. Stormwater will be managed using drain inlets, concrete piping and infiltration basins.
9. Water will be supplied through existing lines owned by Surf City Utilities. Wastewater
treatment will also be handled by Surf City Utilities.
10. No Historic Sites are a part of this project.
11. There are no known non-compliance issues with NCDENR
B. Stormwater Information
I. Located in the Cape Fear River Basin, flowing to Virginia Creek — SA;HQW classification
2. Project will be High Density with Commercial Food Store and others.
3. Proposed 42.5% impervious vs. total property area (25.52 acres)
4. There will be 8 Infiltration basins and I underground piping system.
5. Approximately 100% of all built upon area will be collected and directed to the infiltration
basins.
6. There will be a 50' buffer at the outlet of the overflow pond.
7. No coastal management concerns applicable.
8. Off -site area will consist of 2 storage bin areas and road to sewer lift station.
9. There will not be any road construction across another property to access this property.
10. Soil evaluations have been performed by Brooks Wall of ECS Carolinas, LLP.
Verification of the infiltration basin areas have been done by Vincent Lewis, Consultant for
NCDENR.
C. Erosion Control Information
1. Total disturbed area will be 18.50 acres and will be done in one phase.
2. Temporary sediment traps will be located around the project and will also be in the same
location as the infiltration basins.

FILED BK 3 4 3 6 PG 1 9 f
08 APR -2 Pit 2= 30
JOYCE M-SWICEG00D
RIMSTER OF DEEDS
AF4DER COUNTY' NC
Lxciae Tax � -a_. ''-
'7oekrat ttoao.i�csicei ` Recoxdisig Time, Book and Page
many it a.0 Ceroea.mtyr.ua.c+ «.max
547.00Oa 4225-F7 ;MoU215.9 Z50EP tE of4225-08-
V�csfiod by . �25-08 67t� Y on the day of JO
Math after 1. Bmwick. P.R Boor 17M. Rtl kk NC 27614-7M
This iastrnmmt was prepay: d by: Anthony J Bak Et (wMQC tick ate)
NORTH CAROLM C,rEMR AT __ WAnAMT DEED
TMDEMMG&ftm&yGfmmrck and between
*;eAxrol;s �
Delawm T>zri0ed �"� c—pffiy w R� wCity Yeatar,, aTcmj ' vmt=
260o t:�tadclPl:at DES" 2ti00 (Sfade[Plan Drive !�
bate 3oo &tkc3W
Haasrrxy Terns 7m Hovmc. Te=Tm
EaOer is block fan each party: uarye, address, and, if appropriate, chntester ofeatity, e.g., oocpcaatmn or
The dosignifim Ones and Grantee as asod herda sW hrchs& said parties, their heirs, s==mvftd assigns, and SW i m;a&
p� taascaliae, femioiae or aerrtY sts naprired 6yrsaapea�
, for ayshmble o oo PzWby f, ., srtrich is LeR6y sdmosrl , Bas
and grant; bargain, =a and
hr the Cuy ofStiaf CStY. Peadc Ctteniy, Narth tee let fee simp aQ &d tataio lot or pmW of land s; mted
y 4stwib-Aesfanowc
tieeattoeLad B:SihitA fora cooaplde leZal
The F'lm ' baarabove described eras arquhed 6y Cnarmar by recorded m Book 3110 Pagc 143; Book 32in Page 451;
Book3294Page(p3; P=lW C=W RME07
TO HAVE AM TO HOLD the afaraald lot m 524 4 Ov 1,
k f pares] of>mai and aI! primes and epporsea b*N tothe
aadPerified
Joyce
it
t�ountyxc

OK3436PG 192
The Grantor cav=wUs with the Grantee, that Gtantar is seized of the premises In foe simple, has dw rV, to convey the same in fee
srmple, that tide is marimta6fe and fine and dear of aH aoc®braaoe and that Grshor am t+warsanr end defend the trde against the
la rrfitt claims of all persons whomsoever; subject only to the lien of ad valorem taxes fbr 200s and wt- - -nett y� utilifum.
easements ofmmd. and terns and provisions of oppl'>cable mixing and land vso swat= and regalatioas.
IN WIII« M WHEREOF. the Gruver tress basmrto set his hand and seal, or If corpocaee, bas caused this instrtonent to be signed
in hisltxr frame the day and year first above wrktm
BY: V,1MGART M RUGHES SURF CM
VEIV r=M tt TexasIbint Vrtttme
BY. WEINOARTEIVRI ESTMENIS, o RGA
INC., a Tex= cmporluon, its � a<
7&&W
By-
N= �'� �
Tit1,
STATE OF TEXAS
OOUMY OF HARRLS
SU13SCRISED AND SWORD TO before me on this cr-.f-daY of Mardi, 2flfy8 by Martin Debrq we ,lace
Chairman of WenWtten/hweSbnejy% inc., a Texas corporation, managing member of. Welrearteh Hughes sod City
Venture, a Texas joint veUftM on bettalf of said join ve ubm
Raft
[arwtouyr21:1012 tc ir! and fot the Sfite of exas
IKw—twr«w„ =vvw4

ExFMrrA BK3436PG193
TnKt Oaa
BBM NWG at a point in the Westernt4hW-way of NC Highway 210, lr,ft said tight-0f-way, rmdmg
theaee SQMk39*58'4T West 2I6.16 feet to a point; d== South 06MMS" Fast 762AI feet to a pout is the
eeatcr of that 100 foot tidhirof�way m CxroIma Poser dt Light tJpatpany ; thence South 064=S" E&M 90I.77
feet to a poh't dherree Soata E4"4735` West 348A4 feet to apoart; t6eaoe Nato 59"I718" Neat 746.00 feet to a
Point thence Nat& SSZ934" West 335.05 Ed to a point in the common property line With the now or formerly
Brook Property as loathed in peed gook 569, Page 18, Peader County Regisp3, thwoeNorth 35 3MO" East
1,775.90 feet to a point in the r.=t n ti&-o&. dy o,NC 17ighway 210; thence na ring aioasg the d&tof-way
the following aamsea and distfs Son& Snl'3 " East2671 fed to a O;bt: thence Sowah 49"1930" East
2Z7.64 wed to a point, tfhe POINT AND PLACE OF BEGINNING, eorftk!ng app¢oxi=1* 2M aces sad
being shown on that boundary and pared topographic survey of the Edens Tract prepared by Amoid W. CMwn,
P.L.S., P.G and dated Jane 1, 2006_
Trutt Two:
at =ceaftiron APe in tie Western right-of-way of NC Iaihway 210 said point being the folio itag
cotasa and distance &oar that eaistmg waasbe raommu-at in rise Eastern t~-Way of NC Highway 210
wMing South 50--a38" West 6232 fat to ai point: the Point and Place of Beginning; thcace leafing the tight -of -
way naming South 49"5704"West57037 feet to u point; %hence North Ol"t3'09" East 16 88 fat to a point;
thence South 48"35'48" West 545.44 foot to a point thence South 48"49'50" West 3859 fat to a paint: thence
Nano OS"MV West901S3 fat 10 a point; thtaee Nord- 05"15'49" West 76S.40 ffid to a Donut; die aceNorth
41"33'W East21429 feet to a point is the Western dgk-of-way of NC Mgbvmy 210; thence teaming with the
rkbt-o&Way. Son& 4824M" E=t 523.49 feet to a poinh thence aloag a cave with a cboad bearing of SaA
37*3715'East a distance of=I5 fee4 a ME -of 1,50.48 fedmd an are leaglh of53L58 feet. to a point;
theaoe South 2647Tr East 312.15 feet to a poiust, the Point and place ofBegitmitrg sad baaag aII of drat property
IncM Or � the Boaxid" and WetiN*SMMfor MWks-BarmDevetopmatwdcom 2:3.24am
and gares betweeea t w Z*ectProperty and agadjo>hhhrgRopaW.
ltat Tlrtte:
Being that Certain bad containing 324 rues es as shown on RecombiaaA plat for WRI Hoews SurfCity,
ILC as Worded iu Map gook 45 ut Page 090 of the Ander County. NC Register: of Deeds Ofr= teferenct
CO Said recm*d'phd bdag wade for a snare pwdcttbar description of the 3.84 Awes tract eernttyvd bete=
Said 3-94 Acres nth d is a eombi mdm of Lots 3 and 4 together with s®e addkbnzl a4abing *atop
which is apart ofI.at 1 all as shown on plat fear love's Home be. mooted is 14v Book 39, Page
117 ofthe reader CcaarW. NC RMisterofDcc&

l EQ
07 AUG 20 --pil 4: 28
"OYCE M. SWICEG30D
RE GIS TER CF
POMER C DEEDS
GJNTY,NC
RK3298PG337
EASEMENTS, COVENANTS, NDITIONS AND REST'R MONS
1'cepared by and after recording return to: omble Carlyle Sandridge & Ries PLLC, Attattion: Alfred
G-Adams, One WestFourth St, Winston-Salem, NC 27101
MIESE EASEWNI'S, COVENANTS, CONDITIONS AND RESTRICTIONS (6cseasafter ref.,.d to as
this "ECCR") ere made and entered into as of the date of the last execution herw& which date is the ( day of
u o1 2007. by and between WRI HUGMS SURF CITY, LI.C, a- Delaware liability company
("D oper"). and LOWE'S How cEmmrs, INC, a North Carolina corporation eUwe e) (the forWing
parties hereinafter collectively refcm-A to as the "Parties"};
WITNESSETH:
WHEREAS, Lowe's is the owner of that certain tract of real property consisting of approximately 33.94
acres located in Pender County, State of North Carolina, as mare particularly described on e A attached
hereto and made a part hereof fix all pmpo„= (the `a--awe's Tra era;
W MMEAS, the Lowe's Tract contains an approximately 3-84 acre parcel that Lowe's is planning to
convey to Developer as shown as Tract I on bit attached hereto and made a pact hereof for all purposes (the
`%owe's Parcel"); and
WHERE -AS, Developer is the Gwner ofthose certain tracts ofreal property located m pen County, State
of North Carolina, which tracts are located contiguous with and'a*ccnt to the Lowe, in
Parader d we Store
ParftcdaflY described m SchedWeD attached hereto and made a part hereof for all purposes (the "Developer
and
WHEREAS, both the Lowe's Parcel and the Developer Paned are further designated out the site plan
alladmd heretic and made a part hereof as Exhibit B (the "Site Ptanw�
NOW, THERFFORE, Developer and Lowe's hereby declare, agree, covenant and consent that ail ofthe
real property described on. Schedule A and Sdtedtdc B shall be held, sold and conveyed sn1ject to the following
restrictions, covenants and conditions wbkh are imposed on such teal property and which Tura with the
zeal property and -are binding on and sWJ inure to the benefit of all parties having any righ4 title or igterest in the
described "Parcels" (as hereinafter defined} or any part thereof, --A thrt_wheir, doemt5, €n-interest
and assiggas- . Further, in consideration of the prcuiscs, the agues and the covenagts of the Parties hereto, the
mutual benefit and advantages accruing to them, and other good and valuable consideration, the recut and
sufficiency ofwhidt are hereby acknowledged, the Parties agree as follows:
wcs'R 3662446v2
I and Verified
P-Cg s 90
pier ' tztzty_ Wrr
I

URR3298PG338
ARTICLE I
BASIC DEFINITIONS
Section 1.I 'Consenting Party" shall mean and refer to the Owner of the Lowe's Parcel and the
Owner of the Developer Parcel. In the event that the Lowe's Parcel or the Developer Parcel are father subdivided,
the current Consenting Party shall designate the particular parcel of the subdivided Parcel whose Owner shall
succeed as the Consenting Party so that at no time will it be necessary to obtain approval from more than one
Consenting Party.
Section 12 "Defauh Rate" shall mean the rate of interest that is the lesser of (i) twelve (12%) per
annum and (ii) the maximum rate allowed by applicable law.
Section 13 "Owner" shall mean and refer to the record owner, whether one or more persons or
entities, of a fee simple title to any Parcel, but occluding those having such interest merely as security for the
performance of auty obligation.
Section 1.4 "Parcel" shall mean and refer to the Lewe's Tract and/or Developer Parcel and at such
time as the Developer acquires the Lewe's Parcel, then "Developer Parcel" shall also include the "Lewe's Parcel'
Section I S "Property" shall mean and refer to the Lowe's Tract and the Developer Parcel as shown
on the Site Plan and as more particularly described on the Schedule A and Schedule B attached hereto, located in the
County offender, State ofMr& Carolina.
Section 1.6 "Retail Development" shall mean the construction of the shopping center with the food
store anchor on lire Developer Parcel_
ARTICLE II
EASEMEM
Section 2.1' De titions and Documentation. For the purpose of this Ar.;dc II, the following will
appir.
(a) An Owner granting an easement is called the "GranW, it being intended that the grant
sbaH thereby bind'and include not only such Owner but also its successors and assigns.
(b) An Owner to whom the easement is granted is called the "Grantee", it being intended that
the grant shall benefit and include not only such Owner but its successors, ors-krrzterest and assigxts;
although not for the duvet benefit of occupants and permitttees, the Grantee may permit from time to time its
occupants and pamittecs to use such easements, provided, however, that no sudt permission nor the division of the
dominant estate shall permit or result in a use of the easement in excess of the use contemplaW at the dame of the
creation ofsach easement.
(c) The term "Improvemeirt(s)" means Building(s) and other Improvements located on a
Parcel-
(d) The word "in" with respect to an easement granted 1a" a partneniaur Parcel means, as the
context may requ hr., "in , "te ; "on", "over", "thsoW, `upon ; "amoss ; and"imder", or any ere or moat of the
foregoing-
(e) All casements granted herein are non-cxdusive and are hievocable and perpetual.
VA;S& 3662446v2

Of3293PG339
(f) All easements granted herein shall be easements appurtenant and not easements in gross.
(9) In the event an Owner transfers or conveys a portion of its Parcel, those easements
granted under this Article 11 which benefit, bind, and burden the remainder of the Parcel -not transferred or conveyed
shall benefit, bind, and burden the portion of the- Parcel so trausfemad or conveyed, and those easements granted
under this Article H which benefit, bind, and burden the portion so transferred or conveyed shall benefit, bind, and
burden the remainder of the Pair rl of which it was a part-
(h) All easements granted hereunder and herein shall exist by virtue of this ECCCt, without
the necessity of confirmation by any other document Likewise, upon the termination ofany casement (m whole or
in part) or its release in respect of all or any part of any Parcel, in accordance with the terms hereof, the same shall
be deemed to have been terminated or released wiitnoat the necessity of coofitmation by any other document.
However, upon the request of an Owner, the other Owner will sign and acknowledge a document memorialiang the
existence (mchhdmg the location and any conditions) or -the termination ('m whole.or in part), or the release (in
whole or in part), as the case may be, of any easement, ifthe form and substance ofthe dkument is approved by the
other Owners.
Section 22 Eascmcaft for Access Road- Each Owner hereby grants to the ether Owner(s) easements
for pedestrian and vehicular traffic in those strips of land on -its (Grantor's) Parcel which is shown on bit A
attached hereto and made apart hereof for all purposes as the Access Road (the "Acoers Road") for the purpose of
providing ingrm to and egress from the Grantee's Parcel and N.C. Highway #210 and Us. -Highway 17 together
with the hollowing rights and subjectto the following restrictions and reservations:
(a) The use of the Access Road went by any person entitled to the use thereof shall be in
common with all other such persons;
(b) Grantors of the Access Road casement agree not to obstruct or interfere in any way with
the free flow of pedestrian and vehicular traffic over the roadways which comprise the Access Road, except to the
extent necessary for reasonable repair and maintenance, traffic regulation and control; and to prevent a dodication
thereof or the accrual of arty prescriptive rights to any person therein;
(c) The parties agree that each Owner of the Parcels will not modify the Access Roads
without written consent fiom each of the Cot>unting Parties, said consent not to be unreasonably withheld;
(d) Developer shall be responsible for constructing and maintamiug die Access Road on the
Developer Parcel. VC-1clopw shall maintain the Acccss Road on the Developer Parcel in good condition and repair
at its sole cost and expense. Developer sball not be obligated to eruct the Access Road on the: Developer Parcel
fatless and uatfi Developer oommenoes development of the Retail Development on the Developer Paned and
construction of ibe Access Road on the Developer Parcel shall -be commenced and oompleted in aocordance with a
schedule adopted by Developer Lowe hereby grants Developer a temporary condruction easement over that
Portion of the iowe's Parcel requh-ed to be used by Developer to connecx the Access Road on the Dcvdopa Parcel
to the Lowe's Parcel. Lowe s: further grants to Developer an easement over the area of the Lowe's Parcel at -the
point where it joins the Access Road on the Developer Parcel to be used by Developer as necessary fiom cute to
time to maintain the Access Road on the Developer Parcel as contemplated heretmder. The foregoing
notwithstanding, Developer must obtain Low+e's written approval, not to be ply witihheld, coned or
delayed, prior to using $he temporary Construction easement andlor making the necessary access road connoc ioar -
(e) Lowe s: agrees to maintain the Access Road on the Lowe's Parcel in good condition and
repair at its sole cost and expense; and,
Section 23 Stormwater Eascamat. There is Cnn+e W located on the I.owe's Parcel a stormwater
pond and relates# drainage fi"TM'cs (the '9E KIEgrrg Stornm7it—_ Pond"j gat has been designed to provW staarnwater
detention faca'lities exclusively for the benefit and use of the Lowe's ParoeL on account of ume's conimynhg the
Lowe's Parcel to the Developer which will be incorporated into the Developer Parcel, Develop= may desire to
rdocate the existing stormwat=Pond that serves the, Lowe's Parcel. The Exrstmg stormwatw Pond is drown on
WCSR 366244642

UR
`3298P6340
E)dubit C attached hereto and made a part hereof for an purposes. At such time as Devcoper desires to relocate the
Stormwater Pond, Developer will coordinate siich relocation with Lowe's designated engineers and Lowe's shall
have the right to review and approve the design and location of such relocated stosmwater facilities to confirm.that
such relocated stormwater facilities contain sufficient rapacity for the stone water detention needs of the Lowe's
Parcel, which approval shall not be unreasonably withheld, conditioned or delayed_ All costs of maintaining the
Stormwater Pond, designing the relocation of the Stotmwater Pond, and constructing and maintaining the new
Stormwater Pond and related facilities shall be paid by Developer. The foregoing notwithstanding, the patties agree
that the relocated Stormwater Pond will not be required to save any snore capacity for the Lowe's Parcd than the
pxmd that currently exists on the Developer Parcel.
The parties acknowledge that thcrz is a drainage easement as shown on that map recorded in.Map Boole 39,
Page 117, Pcnder County Registry that covers a portion of the Developer Parcel. This drainage casement must be
moved in order to allow development of the Developer Parcel. The parties agree that at the time of the approval of
the plans to relocate the Storrawater Pond, Lowe's agrees that it will release the drainage easements of record on the
Developer Parcel so that the Developer Parcel can be developed.. The old drainage easement will be replaced by the
new Stormwater Easement defined above and the agreed upon plan for drainage between patties.
Section 2A. [lutentionaily Deleted]
^section 2S Easements to Public Utilities_ Any grant or other conveyance of an easement to
a public utility by a Grwrtor on its Parcel shall, without necessity of fiather recital in the conveyancing uzstrument,
be deemed to include the following conditions, covenants and restrictions to which such pn)lic utility and its
successors shall be board unless specifically stated otherwise in such instruauenL
(a) the casement is non-exdusive;
(b) all facilities iustulled pursuant to the easement shall be uradaXmrmd, except for manhole
and manhole covers which shall be flush with adjacent grade, and except as otherwise shown on plans approved by
the Grantor,
(c) the Grantor retains the right to use the surface areas as tine Grantor sees fit;
(d) the Grantor reserves the right to require the Grantee to relocate its facilities (and vacate
the easement) to anotber location on the Grantor's Parcel, subject to the convu yanoe of a similar easement, all at the
Grantor's cost and expenses
(e) the Grantee shall not, in its use or installation, interfere with other installations and
Casements is the area;
(1) the Grantee shall protect its facilities against uses of the surface made by Grantor and
other
(g) the Grantee shall make adequate provisions for the safety and convenience of all persons
using the smx,
(h) the Grantee, following installation or other work, shall replace and restore the areas and
Improvements to the condition in which they were nuoiediatety prior to performance ofswh hatenation and work;
(i) the Grantee shall defend, indemn* and hold harmless the Grantor against all loss,
liabiFrty, and costs (including reasonable attonsrcys' foes) which tray result to the Grantor fiom the negligent ad of
omission of; its aged, employees and contractors; and
(p) the Grantee shall urn pwa any claim, 16-1 of enamabrance to attach against the
Gtantoes Paroei or 2ny interest thereat.
VA= 3662446v2

Bav3293PG34I
Section 2.6 No Barrier Agreement No barriers, fences walls, grade changes or other obstructions
shall be erected so as to impede or interfere in achy way with the free flow ofvehicular and pedestrian traffic between
those portions of the Lowe's Tract and the Developer Parcel from time to time devoted to pedestrian access,.
vehicular roadways or parking area, or shall in any manner onrdasonably restrict or interfere with the use and
enjoyment by the Owner of either Parcel of the rights and easements arated by this Article It. In addition, each
Owner.upon fifteen (15) days written notice to the other Owner may temporarily close or block traffic on its Parcel
for the tune necessary for the purpose of protecting ownership rights and preventing creation of easements to the
public and unrelated third parties and may temporarily fence off portions of its Parcel as reasonably required for the
purpose of repair, construction and reconstruction, provided however that neither party shall obstruct or interfere
with traffic flow from November 15 through January I5, April I•— July 10, or any weekends unless the need for
such temporary closure is an emergency. The parties agree that either party shall have the right to prolubit large
truck traffic from using the Access Roads for cross-emess purposes.
ATMCLE M
USE
Section 3.1 General Use Requirement. Every Parcel, with the exception of that portion of the
Developer Parcel that is being developed for resideadial purposes and described as the Mcsideatial TracC on the
attached Exhibit B, shall be used only for financial institutions, service shops, offices ofthe type customarily found
in retail shopping centers, and retail stores selling retail merchandise normally carried in other shopping centers and
restaurants with over sixty (60•� percent of gross revenues fiom food sales.
Section 32 Nuisances No Parcel shall be used for anything other than purposes which may be
pe rmittod by applicable zoning regulations, nor shall anything be dome on any Parcel which shall. constitute a nubur-
misance to the community.
(a) During the terru of this BC CR no portion of the Lowe's Parcel (the'Restricted Property')
may be used for any of the following purposes without the written consent of lawe's:
(7 A tavern, bar, nW&-I* cocktail lounge, discotheque, dance hall, or any other
establishment selling alcoholic beverages for on preo>iscs won; p u ided, however, the foregoing shall not
prohibit the operation of a restaurant where the sale of alcoholic beverages therein comprises less am forty (4WG)
percent of the re staaa Cs gross revenues, provided however that this restriction shall also apply to the non-
residential ntial portion of the Developer Parcce%
(u) A bowling alley, billiard parlor, bingo parlor, are cede, game room or other
a�a aaht center,
(iii) A dwater(motion picture or live performance);
(iv) A service station, wtomotive repair shop or tru& soup, provided however that a
convenience store with gas pumps -is allowed, so long as such convenicam shore eorthpiies with all governineatal
regulations, inducing Dq=1ment of Environment; Health, and Natural Resources segaWimis, in the eonstraaion
maintenance and operation of the convenience store and the same shall have constructed and shall use sanitary
sewer, water and storm water drainage limes entirely seWate from those Wined by the Dawe's Tract. in addition to
fire forgoing the following cor4tioms must be met with regard to a convenience store or service statiow (x) any
retail sales of gasoline must be operated under a natioinal or regional trade name (such as for purposes of example
only Exh<on, Teacaeo, Shdl, BP, etc.); (y) in the event that the imgrvveanents become vacant for a period longer
dean ninety (90) days for any reason other thaw sa Excused Closing (as bacinaAw dcfimml, the Owner of the
applicable Rcstricted Pwpcty shall within thirty (30) days following receipt of writiw deed from lowes raze
and remove such inipmvements-and landscape the parcel in a slightly manner, and (z) an oillwatcr sepala w system
reasonably acceptable to Lowe's shall be used to prevent the Dow of oil and other materials. into the stormvwater
drainage system. The Owner of the applicable Restricted Property must specifically name and 'indemnify Lowe's
WCSR 3662446v2

�{3298PG342
against any release of hazardous materials, and grant Lowe's the right to enforce such indemnity as a third -party
beneficiary or such other language so as to alloy Lawe's 10 assert its chants by, through, or under the Owner of the
applicable Restricted Property; and the Owner of the applicable Restricted Property's indemnification against its
own release of hazardous materials. For purposes hereof, Excascd Closing shall mean force majcore or temporary
closures due to restoration, reconstruction, expansion, alteration or remodeling;
(v) A ilea market or pawn shop;
(vi) A berg or educational facility (including without iimitaiion, a sdwol, college,
reading room or other facility catering primarily to students and trainees rather than customers);
(vii) A car wash and where the same shall have constructed and shall use sanitary
sewer, water and storm water drainage lines entirely separate from those utilized by the I-owe's Parcel;
(viir7 A medical clinic, except that a professional domes office offering regular and
routine medical care is allowed;
UK) A dry cleaning plant, ceantral laemdry or laundromat, provided however that a dry
cleaning store with pidcirp and drop-off only shall be allowed, -
(x) An establishment for sale of automobiles, mucks, mobile homes, recreational
motor vehicles;
(xi) A child day care facility;
(xa) A hotel or motel;
(xis) A storage ormini warehouse fatality; and t
(xiv) Govemracu al offices;
(b) Daring the term of this ECCR no portion of the Property may at any time be used for any
of the following uses whatsoever:
(i) An adult type bookstore or other establ seilling, renting, displaying or
exhibiting pornographic or db foene materials (including without lim; m: magzd=6 books, "wies, videos,
photographs or so called -"sexual toys-) or providing adult type .entertabincrrt or acWties ('mdudigg, without
limitation, a massage parlor, any displays or activities of a variety involving, cxhibiting or depicting sexual
nudity or lewd ads);
(iii)- A skating rule
(rv) A mortuary, crematorium or fimeral home;
(v) A mobile home: or trailer court, labor camp, junkyard or stockyard;
(vi) A 1-40 garbage droop or oa= such facility for the drmmping, disposing,
incineration or reduction of
(vu-) A telephone call center;
(vr"n-) A gambling establishment or betting parlor,
(ix) A veterinary hospital or anmral raising or keVwg faflbw (other dpa a
veterinary clinic and any retail pest stores PetSmart; Petco, and similar stores); and,
W SR 3662446v2

facility. (x) An assembling, manufacturing, industrial, distilling, refining or aneltEng
Section 3.4 Use Restrictions on the Developer Parcel. No portion of the Developer Parcel a nor tlx:
Lowe's Parcel may be used for the following purposes:
(a) A hardware store containing more than 5,000 square feet of floor area;
feet of floor area; (b) An appliance, house electronics and/or lighting store containing more than S,OOo squa-e
(c) A nursery and/or Iawn and garden store containing more than 3,000 square feet of Boor
area (including any outdoor area*
area; and.(d) A paint and/or home decor center containing more than 4,000 square feet ofuscable floor
(e) A retail and/or warehouse home improvement center, lumber yard, building materials
MPPIY center, home improvement service center and/or other stores or centers snuilar to those opa-atedby of as
Lowe's, Home Depot, Home Depot F,xpo, Villagers Hardwm-,94 Lumber, Wickes. Hughes Lumber, McCoys,
Menard's, Sears Hardware, Great Indoors, Sudwlands, Scotty's and Orchard Supply.
These restrictions or exclusive rights shall also apply to prolubit a larger business having space M
its store devoted to selling the mercbandse desenbod•in Subsections 33(a) through 3-M above when such space
exceeds the limitations of Subsections 33(a) through 33(d).
Section 3S Proprietary Rights ofLaQwe's Any owner, oocupamt or Person owning, !rasing or
atturwise making' = of any portion - of the Developer Parcel shall be deemed, by virtue of aoogsting such
owmeaship, leasehold intent or malting such- use, to have coveman&-d and agreed that () the trade names,
trademarks, service mere I (wdudin& VMdKMt limitation, all logos; emblems, designs or designating words or
names) utilized by Lowe's Nome Carters, Inc. or its awifided co rpamics, art registered andAw die proprietary
proPerty ofLowe's or its affiliates„ (ji) no usage of those mnaries or names will be made in naming or rzfeubb.-to any
activity within or without the Developer Parcel and (inn) no usage of such marks or names shall be made vvithout the
pnnor,wnem consent of Lowe'i and Lowe's legal counsel_ Iawe's reserves the right to mquire any person or entity
to whom it may grant a written right to use a erma name or mark to enter into a formal written license agreement
wide Lowe's amd to charge a fee or ramyaky therefor.
AR77CLE IV
DEFAULT; REMEDIES
Section 4.1 Defwlt. The failure to observe or puform any of the covenants, con&fious or
obligations of this ECCR or to abide by the restrictions and requirmnents herein provided, within thirty (30) days
after the bsuance of a notice by another Owner (the `Non -Defaulting ownce) specifying the nature of the defmk
claimed shall constitute a material default and breach of this EGC'R by the no"erforming party (the'DDefanlrg
Owrnee'). .
Section 42 Right to Cure. With respect to any default under Section 4_I above, any Non -Defaulting
Owner shall have the right, but not the obligation, to cure such default by the payment of money or the parfosmswc
of some other action for the amount of and at the expense of the Defaulting Owner; provided, however, that in the
evert the default shall constitute an emergency condition involving an immediate and imminent threat of substantial
Ww'Y or harm to Persons or Property, the NonZef nilting Owner, acting in good bilk shall have the tight to care
such default upon such advance niece as is reasonably p isle under the ckdmistwcm or, if necessary, due to
such emergency, *arithout advance notice, if notice is giver as soon as possible amcafter. shag be
responsible for the non-petformance or dehnit of its occupaatr and lessees. In the event aryl► Nm Defat lft owner
shall are a default, the Defaulting Owner shall reimburse See Non -Defaulting Owner for all costs and crocuses
W(= 3662446v2

'3-29SP634 4
incurred in connection with such curative action, plus interest at the Default Rate, within ten (10) business days of
receipt of demand, together with reasonabie documentation supporting the expenditures made.
Section 43 Liens_ Costs and expenses accruing and/or assessed pursuant to Section 42 above and
the amounts described in Section 4.1 shall constitute a Gen against the Defaulting Owner's Parcel. The lien shall
attach and take effect only upon recordation of a claim of lien, by the Owner malting the claim, in the applicable real
estate records office of the county in which such Parcel is located_ The claim of lien shall include the following:
(t r The name auxi address of the lien claimant;
(ii) A statement concerning the basis for the claim of lice and identifying the lien claimant as
a Non -Defaulting and/or curing Owner,
(iii) An identification by name and 'address. (if known) of the Owner or reputed Owner of the
Parcel or interest therein against which the lien is claimed;.
(iv) A description of the Patnel against which the lien is claimed;
(v) A desaiptiou of the work performed which has given rise to the claim of lien;
(vi) A stateaaut iitemizaig the total amount dare, including interest; and,
(vii) A statement that the lien is claimed pursuant to the provisions of this ECCR, reciting the
date, book and page of recordation hereof.
The notice shall be duty acknowledged and contain a catification that a copy thereof has been
served upon the Owner against whom the lien is claimed, by pcisonal sdavicc or by ma$ng pursuant to Section 5-3
below The lien so claimed shall attach 8om the date ofmcordatiom solely in the amour claimed thereby and may
be enforced in any judicial proceedings allowed by law, hickWing without limitation, suit is the nature of a suit to
foreclose a nriortgage or medraaic`s Gen under the applicableprovisions ofthe law ofthe State of North caroGaa.
Sermon 4.4 Other Remedies. Fads No*DdanWmg Owner shall have the right to prosecute airy
proceedings at law or m equity aganut any Defimkmg Ower hereto, or any other person, violating or anempting to
violate or -defaulting upon any of tie provision contained in this FCM and to recover damages for any such
violation -or default. Such proceeding shall include the righd to mstraai by arjuauction any violation or threatened
violation by another of any of the terms, oovenan sy oh- conditions of ibis ECCR, or to obtain a deaec to compel
performance of any such tams, covenants, or conditions, it being agreed that the remedy at law for a breach of airy
such tam, covenant, or condition (except those if any, ring the payment ofa. liquidated sum) is not gdecpate.
All of the remedies permitted or available to an Owner under this ECCR or at law or in equity shall'be cumulative
and not alternative, and invocation of any such right or remedy shall nM constitate a waiver or election of reawi ies
with respect to any other permitted or available xW or remedy.
Section 4S No Waiver No delay or omission of any Owner in the exaerise of any rigid aoaviag
Upon any default of any other Owner shall itapair any such right or be construed to be a waiver thereof, and every
such right may be m=cised at any time during the continuance: of such defank No waiver by any Owner of any
default under tln"s P.C'CR shall be effective or binding on such Owner unless made in -writing by such Owner and no -
such waiver shag be implied fiom my omission by an owner to take action in respect to such d Endt. No exI ; ;
written waiver of any default shall affect any other dcfau' k or cover any other • period of time other am a" ddholt
and/or period of time specified in such express waiver. one or more written waives or any default under arty
provision. of this ECCR shall not be deemed to be a warverofany subsequent default in the performance or the same
provision or any othurtarrt orprovision contained is this ECCR.
SecSon 4.6 No Termination for Berta. No b=ch. whether err.- ac meta t, of the provisions of this
ECCR shall entithe arsy Owner to cancel, rescind or othheawise terminate this EMIR, befit such Iwo-tition shall rot
affect, in any manner, any other rights or remedies which any Patty may have hereunder by mason of any brunch of
the provisions of this ECGC L -
WCSR 3662446v2

UK3293PG34 5
Section 4.7 Limitation of Liability. Notwithstanding the foregoing, any person acquiring fee or
leasehold title to a Parcel, or any portion diereot shall be bound by this ECCR only as to the Parcel or portion of the
Parcel acquired or possessed by such person. In addition, such person shall be bound by this EtrIM only during the
Period such person is the' fee or leasehold Owner or. occupant of such Parcel or portion of the Parcel; and, upon
conveyance or transfer of the fee or leasehold interest shall be released frQm liability hereunda, except as to the
obligations, liabilities or responsibilities that accrue prior to such conveyance or transfer Although pew may be
released under this Section 4.7, the easements, covenants and restrictions in this ECCR shall continue to be benccfnts
to and servitudes upon such Parcels running with the land_
AR17CLE V
MISCELLANEOUS
Section 5-1 EgWrl Ccrtifirafies. Each Owner shall upon not less than ffi* (30) days from receipt
of written notice from the other Owner execute and deliver to such other Owner a catificate m recordable form
stating that () either this ECCR is tmtoodifiM and in full force and effect or is rnodfied (and stating. the
modification). and (7 whether or not to the best of its knowledge the other Patty is in default in any respect under
this ECCR and if in default, specifying such default.
Secfim 52 Term and PMKb ttty- 'lye agrectneats, editions, oovenauts, and restrictions created and
imposed herein shall be effective upon the date hereof and shag Continue in fuH force and effect, to the benefit of
and being binding Upon all Owners, their heirs, cxecrbots, administrators, suoassoM mccessots4n mic est , and
assigns until the expiration of sixty (60) years from the date hereof. unless terminated by the consent of all the.
Owners pursuant to a writing recorded in the real property rewrds of the coutnrty and state in which the Property is
located_ Such agreements and restrictions shall be unaffected by any change in the ownership of any real pro"
covered by this ECCR or by any age of use, dmul'rtiom, reoanstrtraion, expansion or other circuumstaners, except
as specified herein-
Notwifl standing the foregoing, the Casements oontamed herein binding and bencfimrg the Pare* shall be
perpetual and snail run with the Land.
Upon termination of the agreements, oonditionsS covenants and restrictions of ibis Fes, all tights and
Privileges dmved fmm and all duties and obligations created and imposed by the provisions ofthis E=O except as
tritttcd to 1he Casements cited and mentioned h=in, shall terminate and have no fiarma force or effect
Ste' n 5.3 Notices- Any notice required or permitted to be given under this ECCR shall be in
writing and shall be deemed to have been gives upon deposit with a nationally reeopi wd ovaaigiti courier
delivery service (silnt+c release mquired), in each case addr to fire Party being notified at the address eym
below (or such ogler• address which any party may dcsignatc fur itself from time to time hatmIcr by written notice
ID the other Patty):
Developer: WRI Hug = Surf City, LLC
c!o Wcbgmteu Realty .
2600 Citadel Pla;z Drive
Housstoa,TX77009
Attention: General counsel
Copy to: 3cmwe IL Eatman, Jr.
Lynch & Litman. L.L.P.
5400 Gknwood Ave.
Suite 201
R2kigb, NC' V612
WCSR 3662446d2

8K3298PG346
Lowe's: Lowe's Home Centers, Inc.
Box 111I
(Highway 268 East, North Wilkesboro, North Carolina 28659)
North Wilkesboro, North Carolina 28656-0001
Attention: Property Management Dept. (REO)
Copy to: Lowe's Home Centers, Inc.
Box I111
(Highway 268 Eaast, Noah Wilkesboro, North Carolina 28659)
North Wilkesboro, North Carotina28656-0001
Attention_ Real Estate Law Depadrnent (REO)
Section 5 4 Severability_ In the event any provision or portion of this ECCR is held by any court of
competent jurisdiction to be invalid or unenforceable, such holding will not affect the remainder hereof, and the
remaking provisions shall continue in full force and effect to the some extent as would have been the case had such
invalid or auenforceable provision or portion nevr r bona a past hereof.
Section 55 No Public Dedication. Nothing contained herein shall be deemed or implied to be a gift,
grant or dedication of the Property or any portions thereof; to the general public, or for any public use or purpose
whatsoever-. Except as may be spec ficaliy provided herein, no right; privileges or immunities of any Owner hereto
shall ks= to the benefit of any third arty, nor sball any third -party be deemed or considered to be a beneficiary of
any oftone provisions herein coutaked_
Section Sh Cow This ECQt may be exeamed in one or more counterparts, each of which
shall -be deemed an original and ail such coemtm*rn shall Mute one and the same instrument.
Section 5.7 Relationship of the Parties. Nothing contained herein shall be construed or interpreted as
creating a partnership, joint enterprise or joint venture between or anwag the Panics hereto or the Owners. It is
madastood that the relationship between the Parties hereto and the Owners is an alms length ornc dud sW at all
times be and remain that of separate owners of real property. No Party hereto nor any Owner shall have the right to
act for or on behalf of another Party or Owner, as agent or otherwise, rayless acpressty authorized to do so by
separsde written instrument signed by the Party or Owner to be charged or bond, except as otherwise specnficaiiy
provided herein.
[SIGNATURES APPEAR ON FOLLOWING PAGES]
WCSR 3662446v2

UR
m/3298PG34 7
IN WITNESS WHEREOF, the Parties hereto have executed and delivered this ECCR as of the day and
year first written above -
WRI HUGHES SURF CT Y, LLC
STATE OF _
COUNTY OF
I, lire undersigned Notary Public of the County and State aforesaid, certify that the following person personally
appeared before me this day and acknowledged that heJ vohmiarily signed the foregoing instrument for the
purposes stated therein and in the amity indicated_ Y A- K;Cker
BC v
ice
eral Cwmer
Witness my hand and Notarial stamp or ksl UiisEdey of
my Commission Expires: L- r S t? '7
(typed oriinted)
(Notarial Seal)
�.
NOWpubs-_suwd Taxes
MrCMWiS$iM
-lk 2W9-
WCSR 3662446v2

810298PG348
IN VMIgSS V41ERE,OF, the Parties hereto have -executed and deliverod this ECCR as of the day and
year first written above. .
LOWE'S HOME CENTERS,
a North Carolina corporation
STATE OF NORTU CAROLINA
CkSAR [INATI
I, the undersigned Notary Public of the Oounty and State aforCsaid, certify that the following person personally
appeared before me this day and admowledged that hdshe volmadly signed the foregoing iastru for the
proposes stated therein and in the capaic3ty indicated: 'fie �C ll�.L. VP of
IAWE'S HOME CENTERS, INC., a North Carolina corpolMod
Witness my hand and Notarial stamp or seal this I U day of t - 2001
OLD,
My Commission Eapm
Notary Public
No=1YE eu t z. [ --
MEMKRKMARMN
(Notarial Seal) Notary
WCSR 3662446v2

OK3298hr,34 9
SCHEDULE A
Lowe's Tract (Legal Description)
BEING all those certain parcels of land indentified as Lot 1, Lott3 and Lot 4 on that certain Plat entitled "FINAL _
PLAT OF LOWE'S HOME CENTERS, INC. SUBDIVISION" as recorded in Book 39, Page 117, Pender County,
NC, Register of Deeds Office_
Love's Parcel (Legal Description)
Being that certain tract containing 3.84 Acres as shown on Reoombim fion Plat for WRI Hughes Surf City, LLC as
recorded in Map Book, at Page 9 p , of the Pendcr County, NC, Register of Deeds OffiCC reference to said
recorded plat being made for a more particular description of the 3.84 Acres tract conveyed herein- Said 3.84 Acres
tract is a combination of Lots 3 and 4 together with some additional adjoining acreage which is part of Lot I all -as
shown on plat for Love's Home CenrteM Iua recorded in Map Book 39, Page 117, of the Pender Cotmty, NC,
Register of Deeds Office
WCSR 3662"6v2

SCHEDULE B
Devcioper Parcel (Legal Description)
=,
BK3298PG35O
BEGI NNNNO at a point jr. the western right -of way ofNC Highway 210, leaving said right-of-way running thence.
South 39'58'47" West 216.16 feet to a point; thence South 06'08'25" East 762A I feet to a point in the center of that
100 foot right-of-way to Carolina Power & Light Company; thence South 06'08'25" East 901.77 feet to a point;
thence South 84'47'35" West 348.44 fact to a point; thence North 59' 19' 18" West 746A0 feet to a point; theme
North 557TW West 335.05 feet to a point in the coansnon property line with the now or formerly Brook Property
as described in Deed Book 569, Page 18, Pander County Regishy; thence North 35'30'30" East 1,77690 feet to a
point in the western right-of-way of NC Highway 210; thence running along the right-of-way the following courses
and distances South 50'61'30" East 26.71 feet to a point; thence South 49'19'30" East 227.67 fed to a point; the
POINT AND PLACE OF BEGINNING, containing approadmately 28-5 awes and being shown on that boundary
and parcel topographic survey ofthe'Edens Tract prepared by Arnold W. Carson, PI .S. P.C. and dated rune 1,
2006.
CI'
Beginning at an existing iron Pipe in the Westem right-of-way of -NC Highway 210 said point being the following
course and distance from that existing concrete mommoent in the Eastern right-0flway of NC Highway 210 running
South 50'22'38" West 6232 feet to a point, the Point and Place of Beginning; thence leaving the right-of-way
running South 4957'04" West 57037 feet to a point; thence North 01' 13'09" East 16M foot to a point; thence
South 4MS'48" West 545.44 feet to a point; timm Son& 48049.50" West 3959 feet to a point; !baron North
05'1S'50" West 901.53 feet to a point; thence North 05'IS'49" West 765.40 feet to a point; thence Norris 41'33'05"
East 21429 feet to a point in the Western right-of-way of NC Wiighway 210; thence running with the right -of --way,
South 48'24'56" East 523.49 fiat to a point; thence along a curve with a chord beming of South 37*3T 15" Fast a
distance of 578_IS feet; a radius of 1,543.48 feet and an arc length of 581.59 fed to a point; therim Soirth 26'4T57"
East 3 MIS feet to a point, the Point and Place of Beginning; and being all of that property described on the
Boundary and Wedands Survey for I-1 •Development and containing 23.24 acres move or kss, together
witis all strips and gores between the subject property and any a&10fift property.
WCSR 3662446r2

Exhibit W
ACCESS EASEMENT DRIVEWAY (SHADED)
SURF CITY CROSSING
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l�CDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
March 6.2009
Natural Resources
Jeffrey W. Baran
WRI Hughes, LLC
6409 Westgate Road
Raleigh, NC 27617
Subject: Request for State Stormwater Management Permit Application
Harris Teeter Surf City Crossing
Stormwater Project No. SW8 090310
Pender County
Dear Mr. Baran:
Dee Freeman
Secretary
RECEIV D
MAR 1 0 REN
THE ADAMS COMPANY I.
On October 3, 2008, the Wilmington Regional Office received a copy of an Erosion Control Plan for the subject protect.
The North Carolina Administrative Code requires any project that proposes more than 10,000 square feet of built -upon area, or
that must receive either Sedimentation and Erosion Control Plan approval and/or a CAMA Major permit to apply for and receive
a Stormwater Management Permit by the Division of Water Quality. Any construction on the subject site, prior to receipt of the
required Kermit, will constitute a violation of 15A NCAC 2H.1000 and may result in appropriate enforcement action by this
Either a Stormwater Permit Application Package including 2 sets of plans, completed appl
documentation, ication form, fee, and supporting
documentation, or a written response regarding the status of this project and the expected submittal date must be received in
this Office no later than April 6, 2009. A copy of this letter must accompany your pentmlt appllc sUon Failure to respond to
this request may result in the initiation of enforcement action, and consinrctfan may experience a subsequent delay.
Do not confuse the NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control Plan approval letter or a
non -delegated local stormwater ordinance approval with the Coastal Stormwater Ma�naqement Permit, which will be signed by
the Stormwater Supervisor of the Division of Water Quality. Please reference the Project Number above on all
correspondence. If you have any questions, please call me at (910j-796-7215.
Si rely,
41P. nson
Environmental Engineer 11
GDS1kP1: S:IWQSISTORMWATERISTORMSUE0009W90310.mmO9
cc: Pender County Building Inspections
fBob Miiftil-3he'Adams Company; Incas
Wilmington Regional Office File
Central Files
wiWm9ton Regional offm
127 Cardinal Drive Exsersiom Wilmington, North Caroms 28405
Plane: 910-7W72151FAX 9*350-20041Customerservice- 1-877-23.6748
Internet www.ncivaterquaky.org
An;:MIW rin w On wI Arrwms0 a, Afiinn Fmnkx
NorthCarohna
Natur46W

Geotechnical Exploration Report
Proposed Harris Teeter Store and Outparcels
Surf City, North Carolina
S&MIE Project No. 1061-08460
Prepared By:
ME
6409 Amste am Way, Building 0-3
Wilmington, North Carolina 28405
November 20, 2008

November 20, 2008
T.W. Smith Company
5100 Westem Boulevard
Raleigh, North Carolina 27606
Attention: Mr. Dan Hill
Reference: Geotechnical Exploration Report
Harris Teeter Store and Outparcels
Surf City Crossing
Surf City, North Carolina
S& VM Project Number 1061-08-460
Dear Mr. Hill:
&ME
Celebrating 33 Years
1973.2008
In general accordance with S&ME Proposal 70OA-08 dated October 14, 2008, S&ME,
Inc, has completed the authorized Geotechnical Exploration for the proposed Harris
Teeter and Outparcels at the Surf City Crossing retail develo
Surf City, North Carolina. The pment to be constructed in
purpose of this exploration was to evaluate subsurface
conditions at the site and to develop geotechnical recommendations for the design and
construction of the project. This report presents a summary of pertinent project
information, results of our field and laboratory testing, and our geotechnical
recommendations.
PROJECT DESISCRUMON
It is our understanding. that an approximately 49,000 square foot Harris Teeter grocery
store will be constructed at the site, the approximate location of which is shown on Figure
No. 1 (attached). In addition to the Harris Teeter grocery store, several retail shops,
parking and roadway areas, and three site retaining walls (each appmmmately 4.5 feet
high) will be constructed. No foundation loading information for the retail shops or
retaining walls had been provided at the time this report was prepared.
Based on a September 22, 2008 telephone conversation between Mr. Calvin Sherrill with
Bondurant Associates and 1VIr. Scott Dowell of S&ME, we understand that the Harris
Teeter structure will be steel and masonry construction supported by typical column and
wall foundation loading conditions of about 60 kips and 3.6 kips per lineal foot,
respectively. However, some isolated column loads on the order of 132 kips and loading
dock area wall loads on the order of 7.2 kips per lineal foot are indicated. Bearing depths
for the proposed footings are about 4 feet below finished grades. Also, the wall footgs
eet below proposed grade.
in
in the loading dock area will bear approximately 6 f

Proposed Hams Teeter & Outparcels S&ME Project Number 1061-08 460
Surf City, North Carolina November 20, 2008
We assume that the retail shops will consist of steel and masonry construction, and that
design loads for these buildings will be less than 35 kips for column loada0and 2 kips per
foot for wall loads.
At the time of our recent field exploration, the site was primarily undeveloped and
wooded. Existing residential structures were present on the site along North Carolina
Highway 210. Wetlands were present in the central and eastern portions of the site.
According to project drawings prepared by M. Floyd Adams, P.E. dated September 11,
2008, the existing ground surface slopes from elevation 58 feet in the northwest portion
of the site downward to elevation 40 feet in the southern, southeastern, and eastern
portions of the site. An existing drainage features appears to flow from west to east
across the center of the site. The proposed grades indicate that 3 to 7 feet of fill will be
required in the Harris Teeter building area to achieve the design finish floor elevation of
52.0 feet. Fill depths on the order of 3 to 5 feet are anticipated in the retail shop and
future building development areas.
S&ME completed a preliminary subsurface exploration of the site for a proposed
shopping center in 2006 for Hughes Baran Development (S&ME Project No. 1051-06-
223 dated July 25, 2006). The borings and laboratory test results from that study have
been evaluated and incorporated into this design phase geotechnical exploration report .
The preliminary geotechnical borings are designated B-1 through B-10.
EXPLORATION PROGRAM
Our field exploration included a visual site reconnaissance by an S&ME representative
and advancement of seven additional soil test borings for the design phase geotechnical
exploration.- The borings, designated G-1 through G-7, were advanced to depths ranging
from about 10 to 50 feet beneath the existinLy Pround surface_
The recent soil test borings (G-1 through G-7) were advanced using wash boring drilling
procedures with a CME-45 all -twain vehicle drill rig. Within the tit borings, ,samples
of subsurface soils were obtained at 2.5-foot intervals above a depth of 10 feet, and at 5-
foot intervals below 10 feet using a split -spoon sampler. Standard penetration testing
(SPT) was performed in conjunction with split -spoon sampling in general accordance
with ASTM D 1586. At completion of the drilling operations, representative portions of
the split -spoon samples were returned to our laboratory for visual classification in general
accordance with the Unified Soil Classification System. An undisturbed Shelby tube
sample was also obtained in Boring G-1 at a depth of approximately 21 feet.
The approximate boring locations are shown on a Boring Location Plan, included as
Figive No. 2 to this report. Since the borings were located in the field by our personnel
estimating right angles and approximating distances using existing site features, their
Iocations should be considered approximate. The preliminary geotechnical boring
2

Proposed Harris Teeter & Outparcels SWE Project Number 1061-08-460
Surf City, North Carolina November 20, 2008
locations (B-1 through B-10) are also shown. A Generalized Subsurface Profile
Drawing for the Harris Teeter building area (Figure No. 3) and borings logs - are also
included in this report. Ground surface elevations shown on the profile drawing and
boring records wrere interpreted from the provided topographic information and should be
considered approximate.
LABORATORY TESTING
Laboratory testing for this project included Atterberg limits (ASTM D 4318), wash 4200
(ASTM D 1140), and grain -size (ASTM D 422) on representative samples obtained from
Borings G-1, G-2, and G-6. Oedometer Settlement Tests (ASTM 2435-96) were
performed on undisturbed Shelby tube samples from Boring G-2 and B-5. The results of
our laboratory testing are included in the appendix of this report.
SUBSURFACE CONDITIONS
Details of the subsurface conditions encountered by the test borings are shown on the -
individual boring logs included with this report. The logs represenfour interpretation of
the subsurface conditions based upon the SPT data obtained and the recovered split -
spoon samples. Stratification lines on the test boring logs represent approximate
boundaries between soil types; however, the actual transitions may be more gradual.
A layer of topsoil 0.3 to 0.5 feet thick was encountered at the ground surface in the soil test
borings. We anticipate that topsoil and rootmat are present to an average depth of about 12
inches across the site, as the majority of the site is wooded.
Below the topsoil, three basic soil strata were encountered within the maximum boring
termination depth of 50 feet. The strata are briefly described in the table below.
AVERAGE DEPTH
STRATUM
DESCRIPTION
FROM
TO
I
0.5
8
Loose to Dense SAND (SP, SP-SC, SM, SC)
(N=4to38 bptN-av =14b
Very Soft to Firm Sandy CLAY (CL, CH) and Very
II
8
28
Loose to Loose Clayey SAND (SC)
(N= 0 to 14 bpf, N-avg = 2
III
28
50
Loose to Very Dense SAND (SP, SP-SM, SP-SC,SC)
(N = 10 to 100 _bpf, N-avg = 49 b fl
Notes: N = Standard Penetration Test blow count
bpf = Blows per foot
avg = average
3

r
Proposed Harris Teeter & Qutparcels SWE Project Number 1061-08- 460
Surf City, North Carolina November 20, 2008
More detailed descriptions of the subsurface conditions encountered at each boring
location are given on the attached boring logs.
Based on measured water levels taken at the time the borings were performed, subsurface
water was encountered at depths of approximately 4 to 6 feet below existing site grades.
It is important to realize that groundwater levels fluctuate with things such as season,
climate, and nearby construction activities and may occur at higher (or lower) elevations
at other times of the year.
CONCLUSIONS.AND RECONE14ENDAITONS
This report has been prepared in accordance with generally accepted geotechnical
engineering practice for specific application to this project. The conclusions and
recommendations contained in this report are based upon applicable standards of our
practice in this geographic area at the time this report was prepared. No other warranty,
express or implied, is made.
The analyses and recommendations submitted herein are based, in part, upon the data
obtained from the preliminary and design phase geotechnicai explorations. The nature and
extent of variations in subsurface conditions may not become evident until construction. If
variations appear evident, then we will need to re-evaluate the recommendations of this
report. In the event that any changes in the nature, design, or location of the proposed site
features are planned, the conclusions and recommendations contained in this report will not
be considered valid unless the changes are reviewed and conclusions modified or verified in
writing.
We recommend that S&U E be provided the opportunity to review the final design plans and
specifications in order that earthwork and foundation recommendations are properly
interpreted and implemented.
Site Preparation Considerations
All topsoil, rootmat, vegetation, debris, and other unsuitable material should be removed
from the construction areas. We anticipate an average stripping depth of 12inches across
the site to remove the cultivated soil, topsoil, and rootmat. Topsoil may be re -used in non-
structural areas to be landscaped with slopes of 41h IV or flatter.
Any existing underground utilities, structures, or obstructions in the proposed construction
areas should be excavated, removed, and re-routed, as necessary. The resulting excavations
should be properly backfilled as described later in this report.
The drainage ditch crossing the sitc should be drained and overexcavatcd to removed soft
saturated soils from the bottom of the ditch A 2-feet-thick bridge lift of sand, gravel,
processed fill, or crusher run should be placed and rolled into the bottom of the
overexcavated ditch. Compacted strwza al fill should then be placed as recommended later
in this report. The fill lifts should be "benched" into the sideslopes of the ditch.

Proposed Harris Teeter & Outparcels SWE Project Number 1061-08.480
Surf City, North Carolina November20, 2008
The on -site silty and clayey sands (SM, SC) and sandy clays (CL) are moisture sensitive
and can be difficult to work. These difficulties can include softening of exposed
subgrade soils, excessive rutting or deflection under contraction traffic, and the inability
to adequately dry and compact wet soil. Moisture -related earthwork difficulties can be
minimized by performing the earthwork during the typically drier months of the year
(May through October).
Exposed soil subgrades should be sealed by a smooth -drum roller to help protect them
from exposure to precipitation. If site preparation and earthwork are performed during
the typically wetter, cooler months of the year (November through April), a flinch -thick
layer of sacrificial, well -graded crushed stone could be placed on the soil subgrades to
protect them from precipitation and construction traffic.
After stripping of topsoil and rootmat is completed, the exposed subgrade soils in areas to
receive fill or at the subgrade elevation in cut areas should be proofrolled to detect soft or
loose soils. Proofrolling should be performed with a moderately loaded dump tuck or
similar construction equipment. The geotechnical engineer's representative should observe ..
this operation to aid in delineating problem soil areas. Proofrolling should be performed
after a suitable period of dry weather to avoid degrading an otherwise acceptable subgrade.
Any soils which continue to rut or deflect excessively under the rolling operations should be
repaired by either densifying is place with a 10-ton vibratory roller if sand; discing, drying
and recompacting; or undercutting to firm bearing material and placing well -compacted
structural fill. .
Based on the borings, we anticipate that repair of near -surface soils may be required in the
vicinity of Borings B-1, B-2, B-8, G-3, G=4, and G-5. If undercutting is performed,
undercut up to depths of 2 to 4 ft below the existing ground surface is anticipated. Potential
un&i citing cart be minimizes if the site preparation work is performed during a period of
dry weather. Groundwater and surface water within any excavations resulting from
undercutting should be properly pumped and removed prior to backfilling. Structural
backfill should then be placed back to the original grades.
If groundwater levels are relatively shallow at the time of construction (for example, after a
significant rain event), undercutting and/or stabilization measures may be necessary to
stabilize the construction areas for fill placement support.
Should excavations extend below final grades, shoring and bracing or flattening (laying
back) of the slopes may be required to obtain a safe working environment. Excavations
should be sloped or shored in accordance with local, state and federal regulations, including
OSHA (29 CFR Part 1926) excavation trench safety standards. We recommend that all
excavated soils be placed away from the edges of the excavation, at a distance equaling or
exceeding the depth of the excavation. The contractor its usually solely responsible -for site
safety. This information is provided only as a service and under no circumstances should
we be assumed to be responsible for construction site safety.
5

Proposed Harris Teeter a outparcels S&ME Project Number 1061-08-460
Surf City. North Carolina November 20, 2008
FBI Placement
Structural fill and backfill placed at the site should consist of a low to moderate plasticity
granular soil (leas than 50 percent passing the i+lo. 200 sieve, liquid limit less than 50 and
plasticity index less than 20) that is free of organic material or debris. General structural fill
soils should classify as SP, SP-SM, SP-SC, SM,. SC, in accordance with the Unified Soil
Classification System. Clays (CL,CIT) should not be used as fill in pavement or building
areas because they are moisture sensitive and subject to pumping, rutting, and instability.
With the exception of topsoil, rootmat, and occasional near -surface clay, the on -site soils in
the upper 6 to 8 feet of existing grades may be reused as structural fill, but they will require
careful moisture control. Any soils excavated from below the water table will require
significant drying to achieve adequate compaction.
Structural fill should be placed in 10- to 12-inch thick loose lifts at a moisture content within
three percent of the optimum moisture content of the material as determined by ASTM D
698 (Standard Proctor). Each lift of fill 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). The upper 18 inches in pavement and building areas
should be compacted to at least 98 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
footprints and at least one test per lift per 5,000 square feet in pavement areas. Also, at least
one field density test should be performed. for each lift of backfill per every 100 linear feet
of utility trench in structural areas, i.e., at least one test per lift per every 50 linear feet of
retaining wall backfill.
Seismic Considerations
Because of the presence of isolated, loose, relatively clean sands at this site, we
performed a seismic liquefaction analysis based on the 2006 North Carolina State
Building Code (2003 International Building Code with North Carolina Amendments)
design earthquake. Liquefaction is the loss of a soil's shear strength due to the increase in
porewater pressure resulting from seismic vibrations. Soils most susceptible to
liquefaction generally consist of saturated, loose, "clean" (i.e., plasticity indices less than
5), fine (10% size ranging from 0.07 to 0.25 mm) sands. The design earthquake has a
98% probability of non-exceedance in 50 years. Our liquefaction analysis indicates that
the isolated, loose sands at this site do not have a high potential for liquefaction due to the
2003 IBC design. earthquake.
Based on our assessment of the subsurface conditions encountered by the SPT borings
performed at this site and our experience in the Surf City area, we recommend a Site
Class E for use in seismic design in accordance with the North Carolina State Building
Code, Table 1615.1.1.
6

Proposed Harris Teeter & Outparcels
Surf -City; North Carolina -
Foundation Recommendations
SWE Project Number 1061-08-460
November 20.2008
We recommend that the proposed building be supported on shallow foundations bearing
on suitable ;natural soil or properly compacted fill. A net allowable bearing pressure of
2,000 pounds per square foot (ps fl should be used for design of the footings. The net al-
lowable bearing pressure is that pressure which may be transmitted to the soil in excess
of the minimum surrounding overburden pressure.
Shallow foundations should be designed to bear at least 12 inches below finished grades
for frost protection and protective embedment. In accordance with the North Carolina
State Building Code, column footings, should be at least 24 inches square and wall
footings should be at least 16 inches wide to prevent a punching shear failure of the
foundation bearing soils.
After placement of the 3 to 7 feet of fill in the proposed building areas, a delay period of
at least 3 0 days should be maintained prior to the construction of footings, utilities, floor
slabs, or other hardscapes on the fill pads. This will allow for consolidation of the deeper
very soft clays and very loose clayey sands (Stratum II) and the resulting ground surface
settlement to occur before subsequent construction. We recommend that the building pad
fill be placed at least 6 inches above the design floor slab subgrade elevation to
compensate for the anticipated fill settlement.
After the 30-day delay period, foundation construction can begin. We recommend that the
footing excavations be observed by the geotechnical engineer's representative to verify that
suitable soils are present at and below the proposed bearing elevation. If soft or unsuitable
materials are encountered in the footing excavations, they should be undercut and replaced
to the bottom of footing elevation with washed crushed stone (NCDOT No. 57 or 67).
Based on the borings, we do not anticipate undercutting of foundation bearing soils at the
boring locations if the near -surface soils are proofrolled and repaired, as previously
recommended, prior to fill placement. However, undercutting of foundation bearing soils
should may still be necessary between the boring locations in localized areas.
Prepared bearing surfaces for foundations should not be disturbed or left exposed during in-
clement weather. Saturation of the footing subgrade can cause a loss of sttength and
increased compressibility. If construction occurs during inclement weather, and concreting
of foundations is not possible at the time they are excavated, a layer of lean concrete should
be placed on exposed bearing surfaces for protection. Also, concrete should not be placed
on frozen subgrades.
Provided these recommendations are implemented, we estimate the total settlement for
the building foundations will be less than 1-inch, which is typically tolerable by steel -
framed of masonry block wall structures. Differential settlement between column
footings and along wall footings should also be tolerable (less than about %s-inch).
7

Proposed Hams Teeter & Outparcels SWE Project Number 1061-08-460
Surf City, North Carolina November 20, 2008
FIoor Slab Support
Concrete floor slabs may be constructed above suitable existing soils or newly -placed,
well -compacted structural fill. Due to the close proximity of loose sands near the
existing ground surface, undercut and replacement or scarification and recompaction of
the near -surface soils should be anticipated in the floor slab areas. The slabs should be
separated from column and wall footings to allow for relative displacement. We
recommend that at least 6 inches of compacted clean sand be placed beneath all floor
slabs to provide more uniform slab support and to reduce damage to subgrade soils
during construction. A modulus of subgrade reaction value of 125 pci (pounds per square
inch, per inch) may be used to design floor slab on properly prepared subgrades. The
need for a synthetic vapor barrier should be evaluated by the designer of the structure.
Exposure to the environment and construction activities will likely weaken the floor slab
subgrade soils. If deterioration of the soils occurs during the construction process,
undercutting and/or repair of deteriorated areas may be necessary.
Asphalt Pavement Considerations
The near -surface sands and compacted sand fill should provide adequate support for
properly designed and constructed pavement sections. After the site preparation work has
been properly completed, and based on our experience with similar soil conditions, we
estimate the on -site sands or fill sands should exhibit a design CBR value on the order of 8
to 10 percent.
An actual pavement design cannot be performed until traffic loadings and volumes are
provided, however, the following pavement designs have been used in the past for similar
projects. For areas subject to only light car traffic, a minimum of 6 to 8 inches of base
course stone overlain by 2 to 4 inches of asphalt is often used. In areas subject to
channelized car traffic or occasional heavy truck traffic, the pavement structure is often
thickened to include 3 to 6 inches of asphalt over 8 to 12 inches of base course stone.
Material gradations and placement densities should meet the minimum requirements
presented by the latest edition of the North Carolina Department of Transportation
"Standards and Specifications".
All materials (Aggregate Base Course and Asphalt) and construction methods should
conform to the current edition of the NCDOT Standard Specificationsfor Roads and
&?vctures. Base course stone should be compacted to at least 100 percent of the modified
Proctor maximum dry density. To confirm that the base course stone has been adequately
compacted, in -place density tests should be performed by a qualified soils technician and
the area should be thoroughly proofrolled. Sufficient testing and observation should be
performed during asphalt pavement construction to confirm that the required thickness,
density, and quality requirements of the NCDO T specifications are followed.

Proposed Harris Teeter& Outparcels S&ME Project Number 1061-08-460
Surf City, North Carolina November 20, 2008
All of the site preparation and fill placement recommendations presented previously in
this report should be closely followed. Since pavement designs typically have relatively
low factors of safety, proofrolling of the exposed subgrade soils prior to ABC stone
placement, and proofrolling of the ABC stone prior to asphalt placement, are critical for
the long-term performance of the pavements. Any areas that pump, rut, or deflect should
be repaired.
Loading Dock Height Walls
We understand that dock height walls will be constructed on the south side of the proposed
Harris Teeter Building. The dock height walls may extend approximately 4 to 6 feet below
the finished floor elevation. We recommend that the walls be designed with regard to the
lateral pressure exerted by the compacted wall backfill. We recommend that the "At rest"
lateral earth pressure coefficient be used if the walls are restrained from rotation and that the
"Active" lateral earth pressure coefficient be used if rotation is not restrained. The lateral
earth pressure coefficient is based on conservatively estimated soil strength parameters for
compacted backfill and the on -site soils. We recommend that an "At rest" lateral earth
pressure coefficient, Ko = 0.53, and an "Active" lateral earth pressure coefficient, Kg = 0.36,
be used in conjunction with a soil (backfill) unit weight of 11 S pounds per cubic foot (pci).
In addition to the lateral loads exerted by the soil against the walls, allowance should be
included for lateral stresses imposed by any temporary or long-term surcharge loads, such as
cars or trucks adjacent to the walls.
Foundation drains or weep holes should be installed behind the walls for removing water to
provide drainage and reduce build-up of hydrostatic forces. A free draining granular
material or manufactured product such as Nfiradrain 6000, or approved equivalerrt, should
be placed directly behind the walls. Foundation drain pipes should be connected to a storm
drain located near the building and positive drainage should be provided at all limes. in
backfilling against the walls, care should be taken to prevent the backfill from being over
compacted, as this could result in excessive lateral stresses against the walls. In the same
regard, heavy equipment should not be used for compaction of the fill or operated adjacent
to the walls.
Site Retaining Walls
We understand that site retaining walls are proposed in the eastern portion of the site, and
assume that they may be geogrid-reinforced segmental block walls. Segmental Retaining
Walls (SRWs) consist of a gravity retaining wall system composed of individual masonry
block facing units connected to geogrid material extending through a reinforced zone of
soil fill located behind the facing units. The SRWs should be designed by a registered
engineer, and should specifically consider surface drainage, internal drainage, internal
stability, external stability, global stability, reinforced zone fill materials, rettained zone
fill materials, and wall deflections, among other things.
9

Proposed Hams Teeter & Outparcels S&ME Project Number 1061-08-460
Surf City, North Carolina November 20, 2008
All Segmental Retaining Walls deflect, with the magnitude of deflection dependent upon
the wall height, compressibility of foundation soils beneath the reinforced soil and facing
units, extent of soii reinforcement, backfill compaction, drainage, and quality of wall
backfill. The Owner or Project Civil Designer should provide the SRW Designer
guidance relative to acceptable wall deflections. This is particularly critical if the SRW is
to be constmeted without batter (vertical), at a location where it will be observed _from a
close distance, or if pavements, buildings, etc. are located horizontally within the height
of the wall from the face of the SRW. Evidence of wall deflections in the form of
"gapping" (vertical or horizontal separation of masonry face units relative to their as
constructed location) and cracks in masonry face units (typically vertical tensile cracks)
are particularly common in tight radius curves and right angle corners. The SRW
Designer should consider acceptable wall deflections in the development of the wall
design, including the length of wall reinforcement, wall geometry, and selection of SRW
reinforced zone material. Wall reinforcement in excess of minimum lengths and/or
maximum vertical spacing of reinforcement layers required for stability and use of select
granular material in tight radius curves and right angle comers may be appropriate to
limit wall deflections.
Within the SRW reinforced zone, it is desirable to use granular soil backfill (sand and
gravel) that has a maximum of 35% passing the #200 sieve and a Plasticity Index (PI)
less than 20 to limit long term creep deflections of the wall system'. Materials satisfying
these requirements were encountered by our exploration of the site in Stratum I.
If low plasticity, fine grained soils with more than 35 percent fines (Unified Soil
Classification SC, SM, or CL with PI <20) are considered for use as fill within the
reinforced zone of the SRWs, the Wall Designer should pay special attention to wall
drainage and long term time dependent movement (creep) of the wall system. As a
minimum, wall drainage measures should include a vertical chimney drain or composite
drain at the interface between the reinforced and retained so&. Consideration should also
be given to the use of non -woven geotextile filter material between the reinforced zone
soil and the drainage layer immediately behind the wall face units. Geotextile filter
material should be used for wall systems subjected to fluctuations in water level in front
of the wall system (stormwater detention ponds, drainage features, etc.).
Additionally, portions of the subject retaining walls may be located within or adjacent to
floodplain or wetland areas. To promote post -flood drainage of the wall backfill (thereby
increasing rapid draw -down internal and global stability), reinforced retaining wall
backfill below the 100-year flood elevation should consist of washed crushed stone (No.
57 or 67). The stone should be separated from adjacent soil by a non -woven geotextile
filter fabric (Mirafi 160N or equivalent).
l Demn-A&—1 for Segmental Retalntng Wall; Second Mtiam Natlwml Cancel* MasonryA=datwm 1997, pap 4f and 4S
2 Segmental Retaining Wall Drainage Manua& Nadmal Canoe& Masmuy AssacbdoA 2002, page 6
10

Proposed Hams Teeter & Outparcels S&ME Project Number 1061-08-460
Surf City, North Carolina November 20, 2008
When site retaining walls are constructed near wetlands, soft wet organic soils and peat
are often present in the foundation materials. Therefore, we recommend that additional
explorations be performed along the site retaining wall alignments prior to wall design
and construction bidding.. The wall locations should be staked in the field by the project
surveyor and hand auger borings with Dynamic Cone Penetrometer testing should be
performed about every 50 linear feet along the wall alignments. Where present, these
soils should be undercut and replaced with No. 57 stone or compacted granular fill,
In our experience, segmental retaining walls are one of the most problematic systems in
common site development use. The.probiems are often due to lack of coordination
between design and construction, competitive pressures among wall contractors, and lack
of wall construction oversight. SM E offers both SRW design and full time SRW
construction observation services. We do not offer SRW construction observation
services on less than a full time basis, as this lower level of service has been found to be
ineffective at prevention of wall problems.
LIMITATIONS OF REPORT
This report has been prepared in accordance with generally accepted engineering practice
for specific application to this project. Any wetland, environmental, or contaminant
assessment efforts are beyond the scope of this geotechnical exploration; therefore, those
issues are not addressed in this geotechnical exploration report The recommendations
contained in this report are'based on the applicable standards of our profession at the time
this report was prepared. No other warranty, express or implied, is made.
4
Conclusions and recommendations submitted in this report are based, in part, upon the
data obtained from the geotechnical exploration. The nature and extent of variations
between and outside of the test borings may not become evident mrtil construction, if
variations appear evident, then it will be necessary to re-evaluate the recommendations of
this report. In the event that any changes in the grades, nature, design, or location of the
proposed tank are planned, the recommendations contained in this report should be
reviewed and modified or verified in writing. We recommend that our firm be provided
the opportunity for general review of final design specifications.to confirm that our
recommendations are properly interpreted and implemented.
11

Proposed Harris Teeter & Outparcels S&ME Project Number 106"8-460
Surf City, North Carolina November 20, 2008
CLOSURE
S&ME appreciates having the opportunity to be of service to you during this phase of the
project. If you have any questions or comments after reviewing this report, please do not
hesitate to contact us at your convenience.
Sincerely;
S&ME, Inc.
Brett P. Grant
Geotwhnical Professional
BPGIWjns
' i-%kt that 4
/V/070W al
Tom Schipporeit, P
Branch Manager
N.C. Registration N
12

APPENDIX

MApONfS1
DRAWN BY:
TMS 1"&ME
i CHECKED BY:
I BFsG
11/1412008
CD
FIGURE
SITE LOCATION PLAN
PROPOSED HARRIS TEETER
SURF CITY CROSSING
SURF CITY, NORTH CAROUNA
JOB NUMBER: 1061-08-460

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LEGEND TO -SOIL CLASSIFICATION AND SYMBOLS
SOIL TYPES
(Shown In Graphic Log) CONSISTENCY OF COHESIVE SOILS
Fill STD. PENETRATION
RESISTANCE
QONSISTENC1r SLOWS 1FCOT
Asphalt Very Sa€t 0 to Z
Soft 3 to 4
P ; Concrete Firm 5 to 8
Stiff s to 15
Topsoil Very arStiff 16 to 30
31 to 50
Partially Weathered Very Hand Over 50
Rock RELATIVE DENSITY OF COHESIONLESS SOILS
Cored Rock
STD. PENETRATION
r�r GW WEUA3 M GRAVEA ew�va- RESISTANCE
•..• MMURM.umFORNO RELATIVE DENSITYFVM BLOWS/F007
VeryLoose
• GP s,n,� ose 5 to 0
Medium Dense 11030
GM Dense 31 to 50
sermncrur�s Very Dense Over 50
GC p Y oRAva-sArm-
SAMPLER TYPES
SW ,mu<°RNOF �'�'-Y (Shown in Samples Column)
POORLY-MMED SANK Shelby Tube
SP BRAMLY sAumz OR NO NO,
ram. ® Split Spoon
SM 8p 8M0-SU I Rock Core
SC .SAND -CLAY NO Recovery
FMIrAW%PlO SILT=arm 1LW t R
ML °R� "a'EY TERMS
• BLTS NRIH 6LI(�}ir PLaBTIC1lY
*VFAAW MAYS OFIDWTO
CL mmm MAYS, GAMY KkW GUY Standard - The Number of Blows of 140 lb. Hammer Falling
MAY%LM CLAYS Penetration 30 In. Required to Drive 1.4 in. I.D. Split Spoon
ORGANIC BATS AM ORGAM Resistance Sampler 1 Foot As Specified in ASTM D-1586.
OL 8LwcmrsoFuawPLRmcw
REC - Total Length of Rock Recovered In the Core
MH
aTOMlu�sa a�us'�sArm OR aR by Length of the Core
n�1AunRun
Times Oq6 the Total
CH fc CLAYS OFH1GH RQD - Total Length of Sound Rock Segments
Recovered that are Longer Than or Equal to 4"
Qy ORGAM GAYS � s (mechanical breaks excluded) Divided by the
KMPLVT=ffTotal Length of the Core Run Times l 00%. -
WATER LEVELS
(Shown In Water Level Column)
= Water Level At Teniilnation of Boring
T = Water Level Taken After 24 Hours �S&ME
� = Loss of 0610rygWater 4w1h -
= Hole Cave a% MNNGM* v�es

PRo.IEOT: Harris Teeter Store - Building Area
Surf City, Notch Carolina
TEST BORING RECORD G-1
1061-08.460
DATA DRILLED: 10/24J08
ELEVATION- 48.6 ft
NOTES: Boring location and elevation are
appro;dmate.
DRILLING METHOD: Wash Boring
BORING DEPTH- 30.0 ft
LOGGED BY: S. Dowell
WATER LEVEL: 6' @ TOB
DRILLER G. Brrd er
DRILL RIG: CME�!5
a
x
J
LU
a
p
STANDARD PENETRATION TEST DATA
�„
d o
If
MATERIAL DESCRIPTION
a
s
J-1
(blows"
N-value
LU
10 20 30 6.0.8101,
Topsoif
Loose Tan Fine SAND (SP)
9
-FLoose
Gray Fine SAND (SC)
/"5
43.5
10
=
Medium Dense Light Gray Medium to Fine SAND
-V
:
(SP)
15
Very Loose Gray Clayey Medium to Fine SAND
10
(SC)
38.5
1
15
33.5
p
Very Loose Gray Clayey Fine SAND (SC) �'
20
28.5
0
Very Soft Gray Fine Sandy CLAY (CL)
25
23.5
1
30
41
'
Very Dense Light Gray Fine SANG (SP)
18.5
Boring terminated 30 feet below the existing ground
surface.
r
35
r
13.5
c
r
40
8.5
45
3.5
''-0
-1.5
I.•l+ft3�7�
t.'I'MLOGISONLYAPOR7IMCFAREPORTPREPARED iI1�
IVAA�DPROJE(;'TANAMUSTQNLYBE US® 7OGE71V62 N�fT1{
7HATR6PORr
2 SA#EANOPENFTR4?M 7ESTDATA IS IN GENERALACAtCE�I.f11fGIMMASTMD-M&
S POVETRATION (h1-YALIIFJ IS 771EALME 2 OF BLOK43 OF 140 LB
fFT
4 SMT#WAMNAND GROUAfiDWATrziDBYWARENOTMCT
ra WA7FRLEMfsaT7NEOFEWLORA7IONAIVDMUVARV
1%96 9 Of 1
ENGINEERING • TESTING
ENMNAMENTAL SERVICES
6409 Amsterdam Way, Budding E
wb.,r....+,,.. urn ooanr

f TMS L06)S OIYLYA FCRIICN QFA RJPORFPRS*Apm tit TW
AnUwSTCWYNE USED TnGEINER wart
2 BORNn SA�Allf0 /'Ei1lElRAT1GYv TESTDATA IS W GSVERAL
/ICOQfdO�AMCE NRTNAS17R�159G.
3 PENETRAT7UM /l1Fv 1S THEMAI AIER OF &DM OF 140 LEL
rrFF,►E F a0IM ro 1_s)nt LQ SAMPLER
* STH47FlCATTQVAADGRO[WWATERDBD' AFL-lWTEXACT.
S M?M LEYM )SAT THE QFDQ'LCR 7=AND wRL VARY.
a9®fI
SME
EMG ONMEWALSEIMCESS
6409 Amdwdarn Way. Building E

I
PROJECT: Harris Teeter Store - Building Area
SurfCify, North Carolina
TEST BORING RECORD G-3
1061-08AW
HATE DRILLED: tO1Z8/08
ELEVATION: 49.5 ft
NOTES: Boring location and elevation are
approodrnate
DRILLING METHOD: Wash Boring
BORING DEPTH: 30.0 ft
LOGGED BY: S. Dowell
WATER LEVEL'
DRILLER: G. Dridga.
BRILL RIG: CME-46
z
U
J
w
J a
p
STANDARD PCNETRATiON TEST DATA
w
o
MATERIAL DESCRIPTION
Ix¢
d
(�O'"
N value
a
"
o
�'
¢
Z
Uj
1 D 20 30 .6.0.8.0.
Topsoil
Loose to Mednrm Dense Gray Medium to Fine
SAND (SP)
8
5
44.5
15
21
Very Loase Gray Clayey Medium to Fine SAND
10
(SC)
39.5
2
15
34.5
0
20
29.6
1
Very Loose I?ark Gray Cla}rey Medium to F'me
=
SAND (SC)
25
24 5
1 1
1 1,11WOH
Medium Dense Light Gray Slightly Clayey Medium
to Fine SAND (SP SC)
30—
Boring
Bog terminated 30 feet below the existing ground
19 5
13
surface.
35
14.5
40
9.5
45
4.5
54
-0.5
lam`
I.7M LOG IS ONLYA PORTION OFA REPORTPREPARW FOR THE
AUIRPRW 5ANDAIWTONLYNEUSM7oC-7HERVAM
7HATREPORT.
2 BOFd1VCx SA116ai M0ST PEIWE "ON 7FSTDArA IS IN GSVS
Nr�WmiASTI/D-158R
3 PSA TRa7lON (AF vALUE7 AVA NT OFBLOM of r4D Ca.
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FT
4. STRA71c=TIONANOGROIAVWA7FRDEPTHSAREMDrFXACr_
8 WATEiLEVB/SAr7MEOFEWLORATMANDWXLVARY.
Page 'r ®f 7
iris
ENGINEERING • TESTING
ENWtONMENEAL SERVICES
6409 Amsterdam Way, Building E
1Ar,1mhv*r.% Mi mAru

PROJECT. Harris Teeter Stone - Building Area
Surf city, North Carolina
TEST BORING RECORD G-4
1os1-a�so
DATE DRILLED: 10128I08
ELEVATION: 43.0
R
NOTES: Boring location and elevation are
approximate.
DRILLING METHOD: Wash Boring
BORING DEPTH:10.0 it
LOGGED BY: S. Dowell
WATER LEVEL- F ftTOB
DRILLER: G. Brld er
DRILL RIG_ CN1E115
1
w
Uj
q
STANDARD PENETRATION TEST DATA
w .�
a°
MATERIAL DESCRIPTION
-j
J
CL
Q
role
N-value
nY
v
w
amain
z
w
3
10 20 30 6080
Topsoil
=. Loose Black -Gray Medium to Fine SAND (SP)
6
Medium Dense Brown Fne SAND (SP)— r
5
38.0
13
Medium Dense to Very Loose Gray Slightly Clayey
Fine SAND (SP-SC)
12
10 Boring terminated 10 feet below the existing ground
33 0
4
surface.
15
28.0
20
23A
25
18.0
30
13.0
8.0
0
ui
3.8
d
t9
45
-20
IA
d
50
-7.0
U,
I
-�- i
1. 7WUS LOG IS ONLYAPORTM OFA REPORTPREPAREDFOR ME
Page I of i
MNAATRPRO �IFCTANDA�p7 0NLYBEUSED7DGr_7W:RWTH
rRFPOR7
2 60RllYC� SAAATMANDPE E7RAWON7ESTDATAISAVGENERAL
9EWWASTMD4W&
-SW�
ACCoFWW
$ PIEREIRA770N ry� y IS 7HESAWRT OFBLOWS OF M La.
IMMACW EAiLFWG 3Q�REQUAD TODRWE
rr
-
7
1.4 ft LO. SAIdPUR
1 FT.
1. S7RATV:WA77ONAAADOR0tBi®INA7I32DBnMAREAIOTEC4CT
EN RONMENEA S TING
S WA71WLEV8ISATTWE0FE9VM7MAW%KL VARY.
6409 Amsterdam Way, Building I

PROJEOT: Harrie.Teeter Store - Building Area
Surf City, North Carolina
TEST BORING RECORD G-6
1001-08-060
NOTES: Boring location and elevation are
DATE DRILLED: 1028/08
ELEVATION: 43.0 ft
approximate.
DRILLING METHOD: Wash Boring
BORING DEPTH:10.0 ft
LOGGED BY: S. Dowell
WATER LEVEL: 6' @TOB
DRILLER: G. Brid er
DRILL RIG: CME-05
V
>
m w
p
STANDARD PENETRATION TEST DATA
w
1 o
MATERIAL DESCRIPTION
a
(blowsRt)
H Va1ue
CJ
Q
Z
J
m
10 20 30 .6.0.8.01
Topsoil
Loose Brown Fine SAND (SP)
"
7
------------------------
Medium Dense Tan Fine SAND (SP)
5
'
----------------------
Q
38.0
15
Loose Light Gray Fine SAND (SP)
8
=
Very Loose Gray Clayey Fine SAND (SC)
10
Boring terminated 10 feet below the existing ground
33-0
2
surface.
15
28.Q
20
23.0
25
18.0
30
13.0
35
8.0
40
3.0
45
-2.0
50
7.0
NOTM
1. THIS LOG IS ONLYA PORIldY OFA REPORT Al7FPARFDPoR THE
NAND PRCL ECTANQ AWSTOALYBE USW TOGEY lER W TH
THATRrPORE
2 BORINCa,SAl4t EMANDPENORATPONTESTDATAISAVGENERAL
ACC WiLYiNCE YV1M ASM D-15K
3PIBVE7RATIOM((�A1��YpLr/q P57rE&1AU TOF8L VS OFf40t8
1Fr
FAtLfNG3UMt?EOril,E)TODFW?,1PALRQSAS
t STR47IFPCAAQNANOGROLMM7ERDEP714SARENOTEVACT
B WA7ERLEYR13AT77AE0FE)0W 47rONAAQKILLVARY_
Page I of I
*SME
ENYOEASRrENRNME L SERVICES
64M Amsterdam Way, BuSding E
WeIrn nn►nn Mt' %UnA

PROJECT: Harris Teeter Store - Building Area
Surf C:rty, North Carolina
TEST BORING RECORD G-6
1081-08, 460
DATE DRILLED: 10/28108
ELEVATION: 42.0 ft
NOTES: Boring location and elevation are
approximate.
•
DRILLING METHOD: Wash Boring
BORING DEPTH- 30.0 ft
LOGGED BY. S. Dowell
WATER LEVEL- 6' QTOB
DRILLER G. Bridger
DRILL RIG: CME 45
_ _
w
v
a o
MATERIAL DESCRIPTION
J
>
w W
p
<
W
STANDARD PENS?RATION TEST DATA
(blowsm)
10 20 30 60 80
-Value
Topsoil
:.
18
Medium Dense Light Gray Fine SAND (SP)
Loose Gray-Brawm Medium to dine SAND (SP)
5
37.0
10
3
Very Loose to Medium Dense Gray Clayey Fuze
SAND (SC)
10
32.0
5
15
27.0
WOH
20
22.0
14
Medium Dense Gray Medaun to Fine SAND (SP)
17.0
17
30—
12.0
15
Boring Germinated 30 feet below the existing ground
surface.
35
7.0
40
2.0
4`
-3.0
so
-8.0
L 7M LOGIS CALYA PORTION OFA100ORTPREPAREDFOR 7FE
NAMEDPROJEL7AND&WTOALYBE USED TOGETHER WF7H
THATREPORT.
2 BQRSAAFLW AND PENETRATION TESTAM1TA IS IN GENERAL
A YVrMASTUDLISK
3 PD1�E7RA7�v JAWEINES NIlbIB� OFBLOWS OF 14OL 3
K F 9D lNL ro AR/VE LI lAL La SAMOCER
4 S7RA7LirA77ONANDGRO(AIEWA7ERDEPMARENOTDG4CT.
S WATERLEVa)$ATTREOFEMAMT7ONAND VALL VARY.
Page of I
;WS&ME
GiNEE SEIMC�EG.S
5409 Amsterdam Way. Building E
lA'f�f��a�� a�I\ ww •w�

PROJECT: Harris Teeter Stone - Building Area
Surf City, North Carolina
TEST BORING RECORD G 7
1081-08.460
DATE DRILLED: 10/28/08
ELEVATION: 40.0 ft
NOTES: Boring location and elevation are
apprmdmats.
DRILLING METHOD: Wash Boring
BORING DEPTH:10.0 ft
LOGGED BY: S. Dowell
WATER LEVEL- 5 @ TOB
DRILLER: G. Bridger I
DRILL RIG: CIVIE-415
_
v
J
j W
0
STANDARD PENETRATION TEST DATA
W
o
MATERIAL DESCRIPTION
ix
`�
a
lbw
N-Value
o
W
O
..
w
10 20 30 60 80
opsoil
Medium Dense Brown Fine SAND (SP) with Trace
Organics
17
Medium e Light Gray Fne SAND (SP)
5
35.0
13
Loose Black Silty Medium to Fine SAND (SM) wiih
Some Organics
'
ery Loose Brown Medium to Fine SAND {SP)
10
'
V
30.0
28
o�terminated 10 feet below the existing ground
15
25.0
20
20.0
25
15.0
30
10.a
' 35
5.0
40
0.0
45
-5.0
50
-10.0
1. 7h7S LOG JS OA LYA PORTION OFA 1aS�OUM*5%REDFOR 7HE
NAI4tF0 PRO.lEOTAND MUST OIVLYBEUSSD TOGEMER W M
7NATREPORT.
2 90/i/A1G 3AABq[INGAND PEAEMATIONTESTDATA13WGENERAL
ACCORISAIVrCE UiR7}IASTMr�15BQ
3 PElNf7RA71QA!p� VAURU IS 7HE N!!A� OF BLOWS OF 140 L9.
IfAYUERFAILING30X' 7pVRPYTF1AKLaSAWLER
f FT.
4 S7RA77RCATIONANDGROUNDMTERDOnMAlIENOTDvACr
a mir=RLEMISATTOE OF8ft0 A7MAiDJY VARY.
Page 1 of 1
ENGINEERING
SERVIVICES
6409Amsh dam Way, Building E
VVIrnh onn W 9RAnk

PROJECT: Harris Teeter Store - Building Area
Surf City, North Carolina
TEST BORING RECORD B-1
1061-08-460
DATE DRILLED: 7l7=
ELEVATION: Ground Surface
NOTES: Boring location is approximate.
DRILLING METHOD: Mud Rotary
BORING DEPTH: 30.0 It
LOGGED BY. A. Browrdrg
WATER LEVEL: 4' @ TOB
DRILLER: G. pyger
I DRILL RIG: Rover
w
Uj _9 as
p
STANDARD PENETRATION TEST DATA
w
o
MATERIAL DESCRIPTION
a
¢
(blowslR)
N-Value
�v�
a
CO
10 20 30 60 80
opsoil
Loose Tan Fine SAND (SP), Moist
Dense Tan Medium SAND ('SP), Saturated
6
5
38
Firm Gray Fine Sandy CLAY (CL), Wet
Very SMt Gray Fne Sandy CLAY (CL'), Wet
10
1
Very Soft Gray Sightly Fme Sandy -ejIV-CLAY (Cy
Wet
15
WOH
Very Soli Gray Silty CLAY (CL-CFI, Wet
20
1
WOH
Stiff TaiP ffray Fine Sandy CLAY (CL), Wet — —
25
10
Dense Gray Fine to Medium SAND {SP), Sattuurated
30
46
Boring terminated at 30 feet below existing ground
surface. Borehole caved at 4.5 feet below existing
ground surface. Groundwater was observed in
borehole at a depth of 4 feet at termination of boring
35
i
and after 24 hours.
i
i
i 44
i
45
so
n d�°GIS P rANDMUSTO rseMW TOGETHER WITH
T7rarRFPORr.
2 �SAAAPLNYGAND PENE'MATTOYTESTDATAISHUGENERAL
rAa7rrns7Aro-15®4
S lP ETR4TAONAY I/A�rML, OLIRED 7Dt YE 7WBER OF � cQ 140 s �teR
3rna7Y7CA7�nr=AFM GROLADWA7at 0EP7MARENOTEXACT.
& WATER LEYBISATTREOFE)OXOMT10NANDWILL VARY.
Page 1 of I
I '
ENGINEERING •TESTING
ENVIRONAAENfAL SERVICES
6409Amsterdam Way, Building E

` PROJ T: Harris Teeter Store - Building Area
Surf City, North Carolina
TEST BORING RECORD B-2
1061.0s-s0
DATE DRILLED: 7i7106
ELEVATION: Ground Surface
NOTES: Boring location is approximate.
DRILLING METHOD: Mud Rotary
BORING DEPTH:40.0 R
LOGGED BY: A. Browning
WATER LEVEL: 5 @ 24 Hours
DRILLER G. Bridger
DRILL RIG: Rover
w
i O
of
of-0
MATERIAL DESCRIPTION
Ui
Q
J a
a
Z
p
w
STANDARD PENETRATION TEST DATA
(bra)
16 20 3O 60 80
N-Value
x1opeoll
7
Loose Black Silty Fine SAND (SM), Moist to
Saturated
5
27
Medium Dense Gray -Tan Fine to Medium SAND
(SP), Saturated
Medium Dense Tan Slightly Clayey Fne SAND
(SPSC), Saturated
16
Safi to Very Soft Gray Fine Sandy GLAY (CL), Wet
10
3
15
1
20
1
25'
2
So#i Gray F7ne Sandy CLAY (CL), Wet -- — —
30
3
Very Dense Brown -Gray Medium SAND (SP),
Saturated
I
35
99
87
Boring terminated at 40 feet below existing ground
surface. Borehole caved at 5.5 feet below e)Mng
ground surface_ Groundwaterwas observed in
borehole at a depth of 5 feet after 24 hours.
45
f�; LOGfa sutra PORTrLW (,)FA AEFORTPREPAREDFOR 7W
nnblbrt�S7a _Y8Ec03En70G'E7NMwrrx
7 BORIN�Sfffi NGANDf AIErRA7r0MT9STDATAJSfiVGFPARW
ACCORQAMCE t Yl7}! A571/ Z%K
3P@WE7RA7rON[[�V {SMEAAO�'EdiOFSLOW OF44oLa.
trfaafFA[[AUG3a)REQIRRI� 7i7pi/YE 7.41AG tO� SAII�rkR
FT
4: SM7MA7l0MAAOGROf#A)WAiiRDa* SARFNorecACT.
s WA78iLEVSfSAT7MEOFEJX09A7XWAACHnVARY.
Page I of i
SM
ENGINEERING -TESTING
ENVIRONAAE IAL SERVICES
6409Amiderdam Way, Budding E

c
a
li
a
a
C
C
c
u
m
a
PROJECT. Harris Teeter Store - Building Area
Surf city, North Carolina
TEST BORING RECORD B-3
1061.0&"0
DATE DRILLED: 7/11106
ELEVATION: Ground Surface
NOTES: Boring location is approximate.
DRILLING METHOD: Mud Rotary
BORING DEPTH: 55.0 ft
LOGGED BY. A. Browning
WATER LEVEL: 6' @ TOB
DRILLER: G. BrIdger
DRILL RIG: Rover
=
U
u! W
p
STANDARD PENETRATION TEST DATA
W
Q o
MATERIAL DESCRIPTION
e m
(biowsm}
N-Value
Uj
10 20 30 6080
Medium Dense Tan Slightly Silty Fine SAND
(SPSM), Moist
13
Firm Gray -Tan Fine Sandy CLAY (CL), Moist
5
8
Loose Tan -Gray Clayey Fine SAND (SC), Saturated
10
Very Loose Gray Clayey Fne SAND (SC), — r "
10
Satunad
1
11111WOH.
Very Soft Gray Fine Sandy CLAY (CL), Wet
15
Very Soft Gray Slightly Fine Sandy Silty CLAY
(CL-CH), Wet
20
2
25
2
Firm Gray Fine Sandy CLAY (CL), Wet
30
5
f.
Very Dense Gray SrQhtiySilly Medium to Fine
f ..
SAND (SPSM), Saturated
52!
ss
�
Boring terminated at 35 feet below wdsting ground
sy
surface. Groundwater was observed in borehole at a
depth of 6 feet at termination of boring.
40
45
I
50
7. TM LOGIS GACYA FORTMV OFAM'WrPREPARFb FOR THE
MWEDPROJECTAND KlZrONLYBE USED WGETiER VOITH
7HATREPORr
Z SORING SARPIlNGANDPH�IE7RA7JQM1►7UST047AIS1NGSWMAL
A NRTNASTIUR
S. PENEIitAROIV�y IS 7NENtJAA4@t OF BLOWS OF 140 LB
if AfAfBR FAt i VfG30�/iEQUlRl� TO DRrVE t4AN: La SAMPLER
FT
4. S7RA77F1C47rONANDGRO(AYQWA7BiDE77HSARENOTEXACT,
& WA7FJR LEV6L)S AT7Mff 0FE9QWM7T0iYAdYO WXL VARY.
Page i of 3
P'
ENGINEERING . TESTING
ENVIRONMEWAL SERVICES
6409 Amsterdam Way, Building E

PROJEQT: Harris Teeter Store - Building Area
Surf City, North Carolina
TEST BORING RECORD U 4
1061-084160
DATE DRILLED: 7/7106
ELEVATION: Ground Surface
NOTES: Boring location is approximate,
DRILLING METHOD: Mud Rotary
BORING DEPTH:35.0 ft
LOGGED BY: A. Browning
WATER LEVEL- 5' 24 Hours
DRILLER,: G.Srldger
DI;ILL RIG: Rover
=
v
w to
p
STANDARD PENETRATION TEST DATA
m
o
MATERIAL DESCRIPTIOf�°Nf
N value
Z
J
u'
�s
10 20 30 60 80
opsoil
Loose to Medium Dense Tan Slightly Clayey Fine
SAND (SP-SC), Moist to Saturated
9
5
T
13.
=
Medium Dense Gray Medium SAND SP),
Saturated
16
Soft to Very Soft Gray Fine Sandy CLAY (CL), Wet
10
3
Very Loose Gray Clayey Fine SAND (SC),
Saturated
20
2
25
1
30
2
- r
Very Dense Gray Fine to Medium SAND (SP),
Saturated!
35
Boring terminated at 35 feet below existing ground
4-
surface- Borehole caved at 15 feet below existing
ground surface- Groundwater was observed in
borehole at a depth of 5 feet after 24 hours.
40
45
50
1R)TE&
L 7N3 LOGrSMYA PORTFUN DFA RSKIRrPREPAREDFOR Ire
NAIL PRa�AMD IdU QVLYBE USED 7OGEMER WI7Ir
THATREPORT.
2 B�SAiePrlNG AND PE7RA770N 7ESTDATA (S IN GENERAL
Wr77iASTUD 6K
s P1 7RA7�vALUE) IS 77ENA MM OF BLOWS OF 14QLa
eAIAI� F 301M Ian 7p 0RrvI=14 rnr LD saw
1IT
4 S7R T)RCA7rONANDGROUADMIE iDSP7mARENOTOOICT.
5 WATER LEVEL ISATMEOFE)MM710NAND*XL VARY.
Page I ®f 9
Y
ENGINEERING • TESTING
ENVIRONMEIWAL SERVICES
6408 Amsterdam Way, Buffing E
%AA'I—r....a.... Ut' vo,.nc

PROJECT: Hams Tooter - NC Hwy 210 and US Hwy 17 -
Pender County, North Carolina
TEST BORING RECORD B- 5
1051-06-223
DATE DRILLED: 717106
ELEVATION: Ground Surface
MOTES_ Boring locatfon is approximate.
DRILLING METHOD- Mud Rotary
BORING DEPTH:25-0 tt
LOGGED BY: A. Browning
WATERL.NEi_ ` 5' CAiter 24 i sue.
DRILLER- G. Brld$er
DRILL RIG: Rover
�.�
s
�-
_
MATERIAL DESCRIPTION
J
3
az
0
p
a m
�v
STANDARD PENETRATION TEST DATA
�'IO1M)
10 20 30 60 6D
Iu-Value
~
TOPSOIL
13
Medium Dense Brown Slightly Silty Fine SAND
(SP-SM). Moist
' •
Dense Gray Slightly Clayey Fine SAND (SP-SC),
Moist to Saturated
5
Loose Gray Flrre SAND (SC). SaWr—ateia-
5
VerySoft Gray Fine Sandy CLAY(CL). Wet
1
2
t5
f
Vary Soft Gray Silty CLAY( L-CH), et
20
111.1 IMH
Loose Tan -Gray Clayey Free SANQ (SCE Saturated
�
. Boring terminated at 25 feet below edsWQ ground
surface. Borehole caved at 12 feet below exb&V
gmwd surface. Groraldwater was observed in
10
borehole at a depth of 6.5 feet after 24 hours.
30
A DOS LOG M OCY A POMW OFA 1NF0rtT FOR THE
NAWDPM=TAW 1 Wa&YW11SED70GONERI"M
WWW'01M.
2-2
SdRQli6, SANK&W AM PEN1:M7=V 7WrMTA u iV QeW; f.
ACCORAAAfC WrTlrastir o-rsBr~
3. PENE7RA7)OA1 TFv rS 7UM NtIM of BLOWS QF M LB.
trr�� urwt ALUM? 3a uc To VIUM i s NC ca SAUR ER
4ZM7FJC nWAMGRQAM M1M06WWAiEAWfiXACr
A WAMV LEM 1SATTNEOFfi)9WM770NAND ML VARY.
3.1A1 Spr6rg Fared Road
Rough, NC =16

w
c
3
PROJECT: Harris Teeter - NC Hwy 21 0 and US Hwy 17
Pender County, North Carolina
TEST BORING RECORD B- 6
1051. )6-223 '
DATE DRILLED: 7110I06
ELEVATION. Ground Surface
NOTES: Baring location is appwidmate.
DRILLING METHOD: Mud Rotary
BORING DEPTH.35.0 tt
LOC-+LED BY: A- Browning
WATEP. LEVEL: v @- TDB
DRILLER G. Brid er
DRILL RIG: . Rover
_
g
c- o
MATERIAL DESCRIPTION
J
w
-'
3
a
z
p
ul
STANDARDMNEIRATION1ESI DATA
Imo)
10 20 30 t30 80
N-Value
FILL: Medium Dense Brawn Sk Fite SM),
Moist
17
Medium Dense Black -Gray Silly Fine SAND (SM ,
Moist
5
___._,
13
.•
•
Very Loose Brown -Gray Clayey Flee D(SC)
WV1h Large Wood Fragment, SahuaWd
Q
3
No Recovery
10
WOR
M turn Dense Gray Medium SAND (SA),
Saturated
15
49
Very Soft Gray Fire Sandy CLAY(Mt Wet
WOH
25
1
Very Solt Gmy My MAY (CL-CHI Wet
30
WON
. •
Medulm Dense Gray Clayey Maclum to Fbe SAKI}
(SCj. 5atttraEed
23
i. TPsrfSLOG S GALVA P1ORJAQ OFA REFORrPREPARED FOR W
MUdW PRWECTAND URISTONLYBE USW TOGEnE R KM
TMTRB+ORL
2 BORr1r,&4AN-E M ANDPHYEM7iDM7 TAATAISNGEM9M
ACCOREM CF VATH A MU 045K
$PENFIR�tT70MfI�FVAL[�?rS778 MtAffBLROF�OINSOFuaLeL
iM FAf1AIGt30J�CiR�pB pTaWbVEL4K!ASAUPUW
Fr
4. S7RA7tfMMNAADGROLMOWATE DEPTMARENOrOWCT.
S. WA7ERLt7MISArTHA`OF=moRATmAmDiMVARY.
b
;' I
•r- � l

PROJECT: Harris Teeter - NC Hwy 210 and US Hwy 17
Pender County, North Carolina
TEST BORING RECORD B- 6
100-06-223
DATE DRILLED: 7l10l06
ELEVATION: Ground Batista
(MOTES: Boring location is approximate,
DRILLING METHOD: Mud Rotary
BORING DEPTH.• 35.0 tt
LOGGEn RV: A. Browning
WATER r MIEL • t ®TOB
DRILLER: G. BrIdgw
DRILL RIG: Rover
a
2
Ed
w
J a
z
g
STANDARD PENETRATION TFj51' DATA
MATERIAL rDESCRIPT ION
�
� �
<
� l
N Value
a
c�
z"
_m
3
w
t0 20 30 60 80
Boring terminated at 35 fastexisting ground -
surface. Groundwater was observed in borehole at a
depth of 6 %et at terminagon of baring.
40
45
s
55
fi
85
1.TMLOG1SQKYAP0RTMOFART�RTP PAREDFORTM
a7maPROUEOTAMDAWTOMt7BE UISED iDC3fTliER Mw
THAT REPORT.
aACOQRtSAMCE AAV D-i58tl 7=72Sr'DATA!S!N6FNER.J4
S PE %lr=TRA71aN pp�V..�VA[Ulq B 7M MURBER OPBLOWS OF 1A0 LB.
1LAAbYER FAr [ O(a W Ai REOLORSD 7D DR1VE IA AL LO. &WPLER
Y FT:
4. STRATA-.rAIMAw RoLgg /AnRDEPJFSAReNaTMCZ
& WATER LEVEL MATTAB OFEXFLORA71ONAMD *U VARY.
Page 2 of ?
A -ell LE
NIR I Im
it
RM&ENN
sErim
3MSpr'ngg 2bed Road

r
PROJECT: - Harris Teeter - MC Hwy 210 and US Hwy 17
Pender County, North Carolina
TEST BORING RECORD B- 7
las1-o6�z3
.
DATE DRILLED: 71f 0/06 -
ELEVATION: Ground Surface
NOTES: Boring location Is apprmdmate.
DRILLING METHOD: Mud Rotary
BORING DEPT14:35.0 fE
LOGGED BY: A. Browning
WATER LEVEL: W @ TOB
DRILLER: G.Oridger "
DPJLLRIG: Rover
2
J
!s
w w
p
STANDARD PENETRATION TEST DATA
o
o
MATERIAL DESCRIPTION
Ir
X-�
$�
t�'a�',t)
N-Value
z
Uj
10 20 30 SO e0
FILL -Medium Dense Black -Gray Silty Fine SA
(SM). Moist
23
Loose Brown Silty Fete SAND(SM). Wet
5
9
.•
Very hose Tan -Brown Fine SAND WK. Saturated
Z
4
ery Loose Black My Fine D(SMa Saturated
Stiff Gray Fine Sandy CLAY C et
1S
14
Very Gray Fine CLAY (CLI Wet
20cd
1
s
0
25
n
w
Very Soft Gray Silty CLAY (iCt.-CH), Wet
a 30
i
Very Lmse Gray Clayey Fine SAND (SC),
Subnated
dc
ga
O
4
Jam;
:.THZL ISCXVAPCR ,FW--aftEPrarTPREPAREnMTW rage 1 of 2 -
&VD AIUSTDMYBE U$W tOGEn-ER
Z 801,Wq.SA GATtOPEII�rRAnGNrFa4TGATA13W�1FR4L
�ccarmwvice wrrrresruo-rsaa
�a nut v�ML=fWeUotvsoFU0Ue RM
9fH F 30IM MDRNE1-AftMSAMFLM
ENGNEEENG
4. STRATiFICA7IOIYAImGROIAmJYA7SRDIS/tRENOTFXAL7 ENYROMMEWAL
& WAME 2 [EM ISAT7nrEOPEOLOPAUN rAND WXL VARY. 3201 Sp ing Farest Road
Rddgk NC 7MIS

PROJECT: Harris Teeter - NC Hwy 210 and US Hwy 17
Pender County, North Carolina
TEST BORING RECORD B- 7
10S1-O&M
DATE DRILLED: 7110106
ELEVATION: Ground Surface
NOTES: Boring location Is approximate.
DRILLING METHOD: Mud Rotary
BORING DEP71-1:35J1 ft
LOGGED BY: A. Browning
WATER -LEVEL: 9 @ TOR
DRILLER: G. Brldger
DRILL RIG: Rover
Z
J
m ma
p Z.
STANDARD PENETRATION TEST DATA
,R
o
MATERIAL DLSCRIP i i0N
�
�
c
(bI4 )
N-Value
m
10 20 30 60 80
Boring terminated at 35 feet below ewstrng ground
surface. Gr oundwaterwas observed In borehole at a
depth of 6 tet at termination of baring.
40
45
,
50
55
1
J
I
I
I
!>fl
I
6J
L TNLSLOG IS 0WYA PORTIMV OFARFWffPRFPARSD FOR TI1£
ANO WSTOALYSE MW TOCE7i(M MM
2A90� =734 OF WBI7MTESTA0.TAISINGEXER4L
iPENORATDON�ryiYALLISTHE
Nf SMQFHtOWSOF'N0L8
fiAIFRFALL@tlG301ALREOrJmEDTaBrSVE7AELlD BAr/PrHt
Fr
4 STMTF=TX)NAA67G'FIOJW=TB{D8nMAREMOTEJGIL'f.
4L WATERLEVBASATTIVEOFIMJUL4flO AM W[L VARY.
Page 2 of 2
ENGINEERING - TESTING
MVR60NMEN AL SWIM
=1 Spring Farea Road
RafdO. NC 27616

PROJECT: Harris Teeter - NC Hwy 2111 anal US Hwy 17
Pender County, North Carolina
TEST BORING RECORD B-8
1061-W-M
DATE DRILLED: 777106
ELEVATION; Ground Surface
NOTES: Boring location is approximate.
DRILLING METHOD: Mud Rotary
BORING DEPTH. ma ft
LOGGED BY: A_ Browning
WATER LEVEL: F Q TOB and After 24
DRILLER G_ 6ridgerI
DRILL RIG: Rover
= O
0.
o
STANDARD PENEiRAT10N TEST DATA
" J
MATERIAL DESCPJP-nON
rr
¢
tom) N-Value
a
w z
`.
3
U1
1D 20 �Bp
-,,TOPSOIL
Loose Tan Fine SAND( , Moist
_
B
Loose Tan Slightly Clayey Fine SAN DPP -SCE
Moist
5
10
Loose Tan -Gray Ckm Fine SAND (Sq. MEm- w
ip
10..'
•
10
Baring berrnkrated at 14 feet below existing ground
surface. Borehole caved at 6 feet below a ds ft
ground surface, C-mundwaterwas observed In
bom 4xft at a depth of 6 feet at tem m don of boring
and after 24 hours.
15
20
I
i
f
i
30
Ll
I
1•nO LOG IS NWR=R T CMYA MUM AaE�T *M
THATREPORT.
2AC WITNAS�i/QPEI 710NTESTDATAMV4GENERAL
PF ENE FA[Lfi1GV
rl �NfA�FR OFBLOWS O� 1IOC8
90ft TOWrVE1.4KLD.SAAWEER
4 STRA77F=71ONA0DGROL*ADMTMDEP'iirSAREMarEG4CT.
& WA7MLEVMiSSATTOIE40FEXRM TPCNAMWXLVARY_
page I Of 1
ME
ENM
ENV 8NAAENI 1wo
3201 Spring Forest Road
Raleigh, NC 2M6

PROJECT: Harris Teeter - NC Hwy 210 and US Hwy 17
Pender County, North Carolina
TEST BORING RECORD 13-9
1051-M-223
DATE DRILLED; 7I1/06
ELEVATION: Ground Surface
NOTES: Boring location is approximate
DRILLING METHOD: Mud Rotary
BORING DEPTH-10.0 ft
LOGGED BY: A. Browning
WATER LEVEL: S' eel► TOR
DRILLER: G. Bridger
DRILL RIG: Rover
W a
O
STANDARD PENE7 RA710N TEST DATA
W v
a MATEMAL DESCRIPTION
a
IL
� �
;�:�!t)
N-Value
3
to 20 so woo
!, To
,- Medium Dense SKY Fine SAND(SM) With
Root Hairs, Mail!
it
-6 ._ Dense Brown-Bladc SRty Fine SAND (SM Moist
5
31
'
Medium Dense Gray -Tan Fme SAND (SP),
Saturated
21
or
So Gray Fine Sandy CLAY(C4 Wet
10
13
Boring terminated at 10 feet below existing ground
surface. GmurximW was observed in borehole at a
depth of 5 feet at ftm*Iation of taring.
15
2
25
30
i
1. TMSLW rS ONCYA PORTXWOFA fiEP RraR0+ARW FOR 7W
11H%W> CTAeI®A!r/STOWLYBEUSED 70GETIM iYAW
TNArRL-AO
2 BORAIMA D0N7=TiSrDATA ZfiVG SeLSIN3P£
A AS7L-156t
3 Pd4ETRATraNfJWVALtJq!&77iENUI�EROFBraOrNSOF14QL$
1 FAf1J14fG301M FEjUFZD TDDRACEREAML LD. SAAFUR
4. STRIMCATMAND GROUAVYWERDEPTUSARENarEMCr.
6 WATFRLEYMISATTWOFE]WLORA ANANDWRLVARY
Page i of f
0 ME
ENGINEERING . TESTM
ENVIRGNAAENIX SEOX15
3201 SpdM Forest Road
Raleigh, NO 2M6

FROJECT: Harris Teeter - NC Hwy 210 and US Hwy 17
Pender County, North Carolina
TEST BORING RECORD B 10
1051-06-23
NOTES: Boring location Is approximate.
DATE DRILLED: 7110105
ELEVATION: Ground Surface
DRILLING METHOD: Mud Rotary
BORING DEPTH:10.0 ft
LOGGED BY. A. Browning
WATER LEVEL: r @ TOO
DRILLER: G. Bridger
DRILL RIG: Rover
t)
J
�
W
CL
STANDARD PENETRATION TEST DATA
E1i1pM�'�)
MATERIAL DESCRIPTION
� �
� �
N-Value
cs
Z
3
to 20 30 60 80
T P !
•
Loose Brown Silty Fine SAND(SM). Moist
9
Medium Dense Gray -Brown ID Gray Clayey Fine
SAND(-S Moist
5
12
26
Very Loose Gray Clayey Fme S (SCj
Saturated
10
Boring terminated at 10 feet below existing ground
3
stdam Graveswater was observed in borehole at a
depth of 6 feet at temAna&m of boxing.
15
20
25
30
t. 7MWG JSOMYAPORTM OFA REPORTPFU9VJaM POR THE
ltA PROS-CrANDUUSTONLYfEUSED7nGE7F RWn7i
7NATREPORT_
2 BORWQ SAAAFLN6 ANPPEPAETRATION TESTOATA IS 1N ti G93WEPb
WIMAS7M&1W&
2PENE7QtAfldNrpp��rr. 671WMAMMOFELOWSOPMLa:
tia4MERfACLINC sfl Nt TO DRM 1.4 K LD. SAi4'LER
aFr_
4. STRAT FICA7xW AND GROfMOM7ER DEP MARE NOTMCACr.
i WAT9PLEVEL/SAr7VJEOFEXFWMT10NANOwJLLVARY
Page 1 of 1
Avo�
IV
ENGINEERING - 5l` ING
EWAMMMMM SERVICES
3201 Spring Forest Road
Raleigh, NC 27610

Form No. TR DI140-2
Revision No. 0 *S&ME
Revision Date: 10/26%07 Material Finer than the #200 Sieve
i ASTMD1140 QuarlityAssurance
- �S - _J�' k•"�d-- yM�,��}yG._ _ __ _ _ _ ••-••_}•'�'1 ]� � - PG. �_ 1jYf1YYJ
Project #: 1061-08-4b0 � � Report D 5 �
] p ate: 11/4/08
Project Name: Harris Teeter & Outparcels-Surf City Test Date(s): 10/31-1 l/4/08
Client Name: T.W. Smith Company Client Address: 5100 Western Blvd., Raleigh, NC 27606 �" ` 1 ••-
Satnple by: N/A Sample Dates: 10/24-10/28/08
_ Tare#:
4
�_ ��_ ._.
_ .. ...•� >
Original Dry Mass of Sample ( B) 72.44
_Mr _
- Tare Wt (T)
0.00
- Wet Wt +T
'
89.72
After200 Wash +Tare Wt. ( Cr)
38.00
- - DryWt + T
72.44
Dry Mass Retained on #200 Sieve (C)
38.00
- - Moisture Content (MC)
23.9%
% Passing #200 Sieve (A)
47S%
� • t 1 T . .1111• -•-•—•,i
IN
4"`L'.}.+.� ®'-`'�� n-
� 1 1
1 1 1 1
:37:}:F(�+�,4�
�.-.'.^"�-'
�Tv
•�A i a _5-,
Ili
��a�
2i.h
1 YI 1 1 1 [MI
I I
-n£ �e'a.'r7` v"7�..-
Notes/Deviations/Referenew ASTMD1140: AmountofMaterial in Soil Finer Than the No.200 (75-tun) ) Sieve
ASTM D 22I6: Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
% Passing #200 = A = [(B-CRIB] 0100
Uaucette
Techntctan Name
Tom Schipporeit. P.E.
TeeWcal Responsibility
Signatta'e
Cenuhmft?, TyWNO-
Branch Manaaer
PasMM
This report shall not be reproduced, except w full without the wrimen approval qfS&U& Inc.
Dae
r- 111�-fl9
Date

Po6NR TR-D4318-T89-90
Revision No. 0
Revision Date: 11120107
Client code Client Test # state #
Liquid Limit, Plastic Limit, and Plastic Index
Another code ASTMD 4318 © AASFITO T89 ❑ .4ASRT0 T90 ❑ Quality Assurance
_ YS .rl. M •� YY 1
Project #: 1061-07-036 Report Date: 11/3/08
Project Name: Hams Teeter - Waterford, leland, NC Test Datc(s) I O/3I -1 i/3/08
Client Name: Weingarten Realty Investor NOR
Client Address: 9420 Forum Dr., Suite 101, Raleigh, NC 27615 - —
_EsG.' Y
Boring #: G-2 Samvle #: ST 1 Sample Date: NA
Location: Site Borehole Offset: NA Depth (ft): 20.5 - 22.5 #l.
Sandy Silty CLAY
- '-T= '-Y•`
_..,.C'
�
_-h>rr'.� �P-! ...,tom-
.,�,.,�,�'TL
-_-
_
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Permit No. a9 - O 310
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATER QUALITY CLASSIFICATION I
This form may be photocopied for use
I. PROJECT INFORMATION
In order to determine the receiving stream for a project in a coastal coun
Management Permit will be required for a project in a non -coastal count,
downslope surface waters (the surface waters that any sheet flow or ove
must be determined. Please complete Sections I and II below. DWQ Sta
classification, complete Section III,
?and
/return the completed form to you
1. Project Name: 5cr-f iTtl..l' M - W41ert0-cri^fer C
2.. Contact Person: Z
3. Mailing Address: 70a A rye- xum
O ory",nC_
b e, %nCk LbtA.X5 a 2. to
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LA_ S
e0C_ Zip 2.493glS Phone No.-1tU-L'LS"G I-"
titers: zr �.e.e
Date:
3
�, an or a CAMA Major Permit required? YES ONO
ilk
portion of a USGS quad sheet showing the projects property
oads or State Roads numbers, and nearest town or city must be
ENR Division of Water Quality
ace Water Protection Section - Stormwater
a Appropriate Contact Address (see the following page)
III. CLASSIFICATION REQUEST (To be completed by Regional Office personnel)
1. Name of surface waters:
2. River Basin: Index No.
3. Classification (as established by the EMC):
4. Proposed Classification, if applicable:
5. State Stormwater Management Permit required? OYES ONO
6. Signature of Regional Office personnel: Date
cc: DWQ - Regional Office
Consultant
Building Inspector
Central Files
swU-111-060608 Page 1 of 2

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RE: Lowas Surf City NC 210 Force Main
Subject: RE: Lowes Surf City NC 210 Force Main
From: "Todd Simmons" <[e-mail]>
Date: Wed, 28 Sep 2005 11:22:46 -0400
To: "Linda Lewis" <[e-mail]>, "Ted Burke"<[e-mail]>,
<j [e-mail]>
Linda
To ensure we were very conservative, we assumed the entirety of Outlots
1 & 2 and the Lift Station Parcel would be 100% impervious and drain to
Infiltration Basin #4. Therefore, we have included the lift station
parcel in the BUA for Lowe's.
Thanks
Todd Simmons, PE
Freeland & Kauffman
209 West Stone Avenue
Greenville, SC 29609
864-672-3426
864-233-8915 fax
-----Original Message -----
From: Linda Lewis [mailto:[e-mail]]
Sent: Wednesday, September 28, 2005 10:05 AM
To: Ted Burke; [e-mail]
Cc: Todd Simmons
Subject: Lowes Surf City NC 210 Force Main
Ted/James:
I looked up the Lowes permit, and though the pump station is included in
the drainage area of the Lowe's infiltration basin, I can find neither a
site plan for it in the Lowes file, nor where the BUA calculations for
Lowe's included an allotment for the pump station. Can you please send
me a site plan of the pump station that shows the layout with dimensions
and the grading, and a total BUA?
I'll copy this email to Todd Simmons at Freeland & Kauffman for
confirmation that the BUA for the pump station was included in the
numbers reported for the Lowes store under SW8 050502, permitted on June
1, 2005.
Thanks,
Linda
1 of 1 9/28/2005 11:53 AM

Lowes Surf City NC 2I0 Force Main
Subject: Lowes Surf City NC 210 Force Main
From: Linda Lewis <[e-mail]>
Date: Wed, 28 Sep 2005 10:05:10 -0400
To: Ted Burke<[e-mail]>, [e-mail]
CC: Todd Simmons <[e-mail]>
Ted/James:
I looked up the Lowes permit, and though the pump station is included in the
drainage area of the Lowe's infiltration basin, I can find neither a site plan for
it in the Lowes file, nor where the BUA calculations for Lowe's included an
allotment for the pump station. Can you please send me a site plan of the pump
station that shows the layout with dimensions and the grading, and a total BUA?
I'll copy this email to Todd Simmons at Freeland & Kauffman for confirmation that
the BUA for the pump station was included in the numbers reported for the Lowes
store under SW8 050502, permitted on June 1, 2005.
Thanks,
Linda
1 of 1 9/28/2005 10:11 AM

Re: Request for SWM Permit Application
Subject: Re: Request for SWM Permit Application
From: Linda Lewis <[e-mail]>
Date: Thu, 15 Sep 2005 08:47:16 -0400
To: Ray Cox<[e-mail]>
CC: Edward Burke <[e-mail]>
Ray & Ted:
OK- if the pump station was included as part of the Lowe's SW permit, then another
permit is not necessary.
The linework will need to be exempted, and in order to do that, please submit a set
of the plans for the forcemain, and reference permit #SW8 050845 in the cover
letter and that no built -upon area is being proposed, so I can match up the plans
to the correct permit file.
Thanks,
Linda
Ray Cox wrote:
Hi Linda,
The pump station site associated with the forcemain is a part of the
overall Lowe's site, and it is included in the erosion control plan and
stormwater management plan for the site. I verified that fact with the
assistance of the site Civil Engineer (Todd Simmons, P.E. of Freeland
and Kauffman) today. The pump station is a completely separate
construction project from the forcemain work (separate contracts and
contractors).
I was under the mistaken impression that we had already requested a
stormwater exemption from you for the forcemain(until we received your
letter indicating otherwise), and I apologize for the oversight. We are
hereby requesting an exclusion for only the forcemain work. Please let
me know if you need a more formal request than this note, or if you need
any other additional clarification or information from us.
Thank you!
Ray Cox
J. Ray Cox, PE
Cavanaugh & Associates, P.A.
130 N. Front Street, Suite 202
Wilmington, NC 28401
910-392-4462 ext. 225
910-392-4612 (fax)
[e-mail]
www.cavanaLighsolutione.com
-----Original Message -----
From: Edward Burke Sent: Tuesday, September 13, 2005 3:46 PM
To: Ray Cox
Subject: FW: Request for SWM Permit Application
Thank you,
9/15/2005 9:21 AM

Re: Request for SWM Permit Application
Edward 'Ted' Burke, P.E.
Cavanaugh & Associates
130 North Front Street, Suite 202
Wilmington, NC 28401
910.392.4462 ext. 231
910.392.4612 (fax)
-----Original Message -----
From: Linda Lewis (mailto:[e-mail]) Sent: Tuesday, September 13,
2005 3:10 PM
To: Edward Burke
Subject: Re: Request for SWM Permit Application
Ted:
The stormwater rules require that a stormwater permit be issued for the "common
plan of development". I understand this to mean that all projects that are
related to the force main would need to be reviewed and permitted. I could
however, issue an exemption for the linework only, with the added requirement
that the related projects be submitted later, separately or jointly, for
permitting, regardless of the individual acreage being disturbed.
Linda
Edward Burke wrote:
Linda,
Thank you for taking the time to sit down with Tim Johns and me this morning.
I apologize if I surprised you by bringing Tim along with me unannounced.
With Tim being new to NC, I was simply trying to help him
become familiar with folks in NCDENR. In the future, I'll be sure to let you
know about all parties in advance.
I did want to follow up on our conversation about the Surf City 210 Force
Main. In talking with the project manager, I have learned that the project is
simply line work and does not consist of any impervious
surface (apart from air release valve manhole lids). There are several I
independent projects nearing the construction phase that relate or are
adjacent to this force main project. Based upon our conversation this
morning, I recall that you mention that a stormwater permit is not required
for simple line work. I thought I remember you mention that a
Iletter just needs to be submitted stating that this is the case. Knowing now I
2 of 3 9/15/2005 9:21 AM

Re: Request for SWM Perinit Application
that there are no impervious surfaces, can you please clarify for me what is
required per your letter dated September 7,
2005?
Thanks for your help and your time, Linda.
Thank you,
Ted
Edward 'Ted' Burke, P.E.
Cavanaugh & Associates
130 North Front Street, Suite 202
Wilmington, NC 28401
910.392.4462 ext. 231
910.392.4612 (fax)
3 of 3 9/15/2005 9:21 AM